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64-474 - KERNWOOD STREET - CONSERVATION COMMISSION �� d- ��, - � _� ',� a COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF FISH &GAME p— LCE44C n @IF 4G3G1G1�G�t �44G1d FISHING AND BOATING ACCESS 1440 SOLDIERS FIELD ROADS° 1 " BRIGHTON,MA 02135 DATE TEL(617) 727-1843 ATTENTION FAX(617) 727-7214 TO aww✓ wi — ad ��Hnr d Wn+rh RE: tD � ,�. i✓i Lw o of ]30� 12o �lew 144- 0( 4770 PE' `(e6,1-547 WE ARE SENDING YOU Attached ❑ Under separate cover via the fallowing items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change Order ❑ COPIES DATE NO. DESCRIPTION 1 � ��• ✓� S � -e � �Go-7 Lvt.� THESE ARE TRANSMITTED as checked below: ❑ For approval ❑Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑Approved as noted ❑ Submit copies for distribution ❑As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If enclosures are not as noted kindly notify us at once. llEcr-:fV,CD MAR 161010 DE OF PL%-gN A1G& uwavnfv , �� y�� ' �o .r COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF FISH AND GAME OFFICE OF FISHING AND BOATING ACCESS PROJECT NO. PA-218 SACHUSETTS � w ro � a c� FISHING & BOSTING E 5 �q `Y CQ' r T pF F �S ITEMIZED PROPOSAL WITH SPECIAL PROVISIONS FOR PROPOSED PUBLIC ACCESS FACILITY IMPROVEMENTS ' BOAT RAMP RECONSTRUCTION DANVERS RIVER SALEM, MA THIS PROPOSAL TO BE OPENED AND READ JANUARY 21, 2010 11:00 AM ' Manual No. -57 ' COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF FISH AND GAME OFFICE OF FISHING AND BOATING ACCESS PROJECT NO. PA-218 0SA0HUSETTS � w ro � a � a FISHING &BOATING �q 9CC6gS OF F is ITEMIZED PROPOSAL WITH SPECIAL PROVISIONS FOR PROPOSED PUBLIC ACCESS FACILITY IMPROVEMENTS BOAT RAMP RECONSTRUCTION DANVERS RIVER SALEM, MA THIS PROPOSAL TO BE OPENED AND READ JANUARY 21, 2010 11:00 AM 1 Manual No. i ADDENDUM NO. 1 PROPOSED PUBLIC ACCESS FACILITY IMPROVEMENTS Boat Ramp Reconstruction Danvers River, Salem, MA PROJECT NO. PA-218 . Issued January 13 , 2010 1 The following items shall comprise Addendum No. 1 and shall form a part of the Contract Documents and modifies the original specification and/or Drawings as noted below. Bidders shall acknowledge receipt of this Addendum in the space provided on the Proposal . Failure to do so may subject the bidder to disqualification. This Addendum consists of one (1) page plus the attached Order of Conditions (DEP File No. 64-474) consisting of 11 pages) . A. GENERAL The date and time of Bid Opening has not been changed. The Bid Opening Date will be January 21, 2010 at 11 : 00 AM. B. PERMITS Remove the Massachusetts Department of Environmental Protection, Order of Conditions from the Fall River Conservation Commission, (DEP File Number 5E-0569) , and Insert the attached Massachusetts Department of Environmental Protection, Order of Conditions from the Salem Conservation Commission, (DEP File Number 64-474) . Page 1 i t Massachusetts Department of Environmental Protection ' Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5.- Order of Conditions 64=474 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. General Information Important: Salem - When filingFrom: 1. Conservation Commission - " out forms on the computer, 2. This issuance is for (Check one): a. ® Order of Conditions b. ❑ Amended Order of Conditions use only the tab key to 3. To: Applicant: move your cursor-do not Doug Bollen and Douglas H Cameron Asst. Director MA use the return a. First Name b.Last Name Office of Fishing and Boating Access 1440 key. Soliders Field Road Brighton, MA 02135 1. c.Company u7 5 Broad Street d.Mailing Address Salem MA 01970 e. City/Town f.State " g.Zip Code 4. Property Owner'(if different from applicant): City of Salem a. First Name " b.Last Name. c.Company 93 Washington Street d. Mailing Address _ .Salem MA 01970 e.CityfTown - f.State g.Zip Code 5. Project Location: 24 Kernwood Street Salem " a. Street Address _ b.City/Town _ Map 28 Lot 18 . o,Assessors Ma /Plat Number d.Parcel/Lot Number Latitude and Longitude, if known (note: 42-30'-52" 70-54'-5" electronic filers will click for GIS locator): a Latitude I. Longitude 6. . Property recorded at the Registry of Deeds for(attach additional inforination`if more than one parcel): Essex a. County b.Certificate (if registered land) 2634 427 1c. Book d. Page 7. Dates: 4/10/08 4/24/08 5/6/08 a.Date Notice of intent Filed b. Date Public Hearing Closed- c.Date of Issuance e, Final Approved Plans and Other Documents (attach additional,plan or document references as needed): Proposed Public Access Facility Improvements Boat Ramp and Floating Docks: Plan and Sections a. Plan Title _ David P Anderson David P Anderson b. Prepared By c.Signed and Stamped by March 26, 2008 varies d. Final Revision Date. e.Scale Proposed Public Access Facility Improvements Boat Ramp and Floating Docks: March 26, 2008 Typical Details and Float Details g.Date " w .form5A.o - rev.3/1105 Page 10(9 Massachusetts Department of Environmental Protection �- 'Bureau of.Resource Protection - Wetlands DEP File Number: WPA Form5 Order of Conditions 64 474 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 e.cu.yd dredged f.cu.yd dredged B:Findings (cont.) - . Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 7. El Bordering Land _ Subject to Flooding a.square feet b.square feet c.square feet d.square feet Cubic Feet Flood Storage e. cubic feet f.cubic feet g.cubic feel h.cubic feet . 8. ❑ Isolated'Land Subject to Flooding a.square feet b.square feet Cubic Feet Flood Storage - c.cubic feet d.cubic feet e.cubic feet - f.cubic feet .9. ❑ RlVerffOnt area a.total sq.feet b.total sq.feet - Sq ft within 100 ft c square feet d.square feet e.square feet f.square feet _ Sq it between-100-200 ft 9square feet h.square feet i.square feet 1.square feet Coastal Resource Area'Impacts: Check all that apply below. (For Approvals Only) 10. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below 11. ® Land Under the Ocean 1,273 1,273 a.square feet - b.square feet 91 91 - c.cu.yd dredged d cu.yd dredged 12. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below 13. ® Coastal Beaches 749 749 a.square feet b.square feet a cry nourishmt. d.Gy nourishmt. 14. ❑..Coastal Dunes a.square feet b.squereteet -c.Gy nourishmt. d.Gy nourishmt 1 15. ®- Coastal Banks 68 68' a.linear feet - b.linear feet 16. ❑ Rocky Intertidal Shores a.squarefeet b.square feet n. ❑ Salt Marshes a.square feet b.square feet c.square feet J.square feet 16.. ❑ Land Under Salt Ponds a.square feet b.square feet c.cuyd dredged d.cu.yd dredged 19. ❑ Land Containing Shellfish a.square feet b.square feet c.square feet d.square feet 20. ❑ Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above _ - a.cu.yd dredged b.cu.yd dredged - wpaformS.tloc rev.VIM Page 3019 i 1 Massachusetts Department of Environmental Protection Bureau of Resource Protection -WetlandsDEP.File Number: i WPA Form ,5 — Order of Conditions 64-474 Massachusetts Wetlands Protection Act M.G.L. c. 131 , §40 C. General Conditions Under Massachusetts Wetlands Protection Act 10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before DEP. 11. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A) to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition #12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the fling of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspe6mhe area subject to this'Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 15. This Order of Conditions shall apply to any successor in Interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order: 1 16. Prior to the start of work, and if the project involves,work adjacent to a Bordering Vegetated Wetland; the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden' stakes or.flagging. Once in place, the wetland boundary markers'shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 1T All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means. At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation ' Commission, which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. 18. All work associated with this Order is required to comply with the Massachusetts Stormwater Policy Standards. Special Conditions: If you need more space for additional conditions, select box to attach a text - document naforrn5.doc- rev.V1/05 Page 5 of 9 1 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands REP File Number: WPA Form 5 — Order of CondFitions 64=474 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 E. Issuance This Order is valid for three years,'unless otherwise specified as a special 5/6/08 condition pursuant to General Conditions #4, from the date`of issuance. 1.Date of issuance Please indicate the number of members who will sign this form: 4(four) This Order must be signed by a majority of the Conservation Commission. 2.Number of signers The Order must be certified mail (return receipt requested) or hand delivered to the applicant. A copy also must mailed or and delivered at the same'tirre to the appropriate Department of Environmental Protection gional Office, if not filing electronically, and the property owner, if different from applicant. Signatures: Notary Acknowledgement Commonwealth of Massachusetts County of Essex On this 24 of April 2008 Day Month Year - - Before me, the undersigned Notary Public, K. Cornacchio, D. Pabich, M. Blier, K. Glidden personally appeared Name of Document Signer proved to me through satisfactory evidence of identification, which was/were personally known Description of evidence of identification to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he/she signed it voluntarily for its stated purpose. As member of Salem Conservation Commission City/Town CAREY R.DUOILES Public �[} w amy or win�a (a My Carrwriuion Flet- _ _ August 1B.20 U Signature of/Notary Pu is Care R u ues Printed N me of Notary Public 13 Place notary seal and/or any stamp above August 16, My Commissionn Expires(Date) This Order is issued to the applicant as follows: ❑ by hand delivery on ® by certified mail, return receipt requested; on w arorrn5aoc- rev.3/1ro5 - Page 7 0f 9 Massachusetts Department of Environmental Protection , Bureau of Resource Protection - Wetlands . DEP File"Number WPA Form.5, O-rc er o.fCond;itions� 64-474 ' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 G. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected'property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions.The recording information on Page 7 of this form shall be submitted to the Conservation Commission listed below. ' Salem Conservation Commission Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. --------- — ------ -- ------------ To: , Salem Conservation Commission _ Please be advised that the Order of Conditions for the Project at: Kernwood Marina at McCabe park 64-474 Project Location DEP File Number Has been recorded at the Registry of Deeds of: County _ Book Page for: 1 Property Owner and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: Date- - - - If recorded land, the instrument number identifying this transaction is: Instrument Number If registered land, the document number identifying this transaction is: 1 Document Number i wpaform5.Coc• rev.3/1/05 - Page 9 of 9 Attachment to Order of Conditions#64-474 Page lof6 SALEM CONSERVATION COMMISSION DEP FILE #64-474 '24 Keriiwood Soret Kernwood Marina at McCabe Park City of Salem;Massachusetts ADDITIONAL FINDINGS This parcel does not include habitat of rare wildlife,nor does it contain certified veinal pools, according to the June 1, 2003 Map of Estimated Habitats of Rare Wildlife and Certified Vemal Pools, published bythe Massachusetts Natural Heritage and Endangered Species Program. This Order is issued under the Massachusetts Wetlands Protection Act M.G.L.Chapter 131, Section 40 and the City of Salem Wetlands Protection Ordinance, Salem Code Chapter 34,Section 34-1 —34-13. This Order permits the reconstructive maintenance of the existing, water dependent public access boat ramp at Kemwood Marina, located in McCabe Park at,the above mentioned address. This Order of Conditions pennits the work,described;;below including the demolition of the exist ng concrete ramp and reconstruction activities all of which are to be:confined within a cofferdam. Erosion control measures shall be installed prior to performing any work on the site. The Conservation,Commission.has required that the contractor'liired to complete the construction submit a Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan,(see Special Condition #44 for details). The contractor shall also appear at a regularly scheduled Conservation Commission meeting to discuss the project, the Construction Period Pollution,Prevention and Erosion and Sedimentation Control Plan,this Order of Conditions%, and how the resource areas will be protected throughout the,project. A floating silt curtain preventing migration of-sediment into the water column will be positioned outboard of the cofferdam and all dewatering pump discharges will be directed be the cofferdam and the silt curtain. All e .excavation is antci ated to be completed from the lan if, work has be completed fr t water the P P d to P om he Conservation Comrrnssion,shall be notified prior to completing work. If excavated material needs to be placed upland the location for storing this material shall be approved by the ConservationCommission, All excavated, removed, demoed material shall be properly disposed of.off site. The affect on the land under.the ocean will be minimized by installing a cofferdam so the construction can be completed"in the dry". This will reduce the impact the excavation will have on water quality including water circulation and distribution of sediment. Spill kits are to remain on site throughout the duration of the project. Fueling will be peindtted at the project site but the location for this activity shall be discussed with and approved by the Conservation Commission. The reconstructed concrete ramp surface will be 30 feet wide. The ramp will be approximately 120 feet and the profile will be 15%. The finished grade at the outboard end of the reconstructed ramp will be El-4.0 ft Mean Low Water datum. Precast concrete--propeller(prop)wash pads will be positioned outboard of the.gnd of the ramp to protect the underlying material from erosion caused by boat operations. There will be a row of 6 foot wide,pile held, floating boarding docks along the south side of the ramp. Rip rap armor stone will be placed 1 along both sides of the ramp, as described in the approved plans. This will prevent storm damage to the coastal beach and bank. Attachment to Order of Conditions#64-474 Pace 3of 6 12. The.Commission or its Administrator shall have the discretion to modify the erosion/siltation control methods and boundary during construction if necessary. 13. The Commission reserves the right to impose additional conditions on portions of this project or this site tormtigate any actual or potential impacts resulting from the work herein permitted. 14. The work sliall conform to the following attached plans and special conditions: ' Final Approved Plans Proposed Public Access Facility Improvements Boat Ramp and Floating Docks: Plan and Secfioris, Typical Details and Float Details Title. March 26, 2008. Dated David P. Anderson Signed and Stamped by City of Salem Conservation Commission On file with 15. Any proposed changes in the approved plan(s) or any deviation in construction from the approved plan(s) shall require the applicant to file a Notice of Proiect Chance with the Commission. The Notice shall be accompanied by a written inquiry prior to their 'implementation in the field, as to whether the change(s) is substantial enough to require filing a new Notice of Intent or a request to correct or amend ahis.Order of Conditions. A copy;of such request shall at the same time be sent to the Department of Environmental Protection. :, 16. In conjunction with the sale of this property or any portion thereof before a Certificate of Compliance has been issued,the applicant or current landowner shall submit to the Commission a statement signed by the buyer that he/she is aware of an outstanding Order of Conditions on the property and has received a copy of ...r the Order of Conditions. PRIOR TO CONSTRUCTION 17. Prior to the commencement,of any activity on.this site other than activities listed above, there shall be a. PRE-CONSTRUCTION MEETING between the project supervisor;the c mmontractor responsible for the ITT work, and a eber of the Conservation Commission or its Administrator to ensure that the requirements of the Order of Conditions are understood. The staked erosion control line shall be adjusted, if necessary,during the pre-construction meeting. Please.contact the Conservation Comm ssion Agent at(978) 619-56854t least forty-eight(48)hours prior to any activity to arrange for the pre construction meeting. 18. Prior to the pre-construction meeting and commencement of any activity on this site,sedimentation and 1 erosion control barriers shall be installed as shown on the 11approval plan(s) and detail drawing's. The Comniission and/or its Administrator inspect and approve such installationat the pre-construction "meeting. Attachment to Orderof Conditions #64-474 Page 5of 6 DURING CONSTRUCTION 31. A copy of this.Order of Conditions and,the plans)approved in this.Order shall be available on site at all times when work is in progress. 1 32. No alteration or activity shall occur beyond the limit of work as defined by the siltation barriers shown on the approved plan(s). 1 33 All waste products,grubbed stumps,slash, construction materials,etc. shall be deposited at least 100 feet from wetland resource areas and 200 feet frori m ver. 34. Cement trucks shall not be washed out in any wetland resource or buffer zone area,nor into any drainage system. Any deposit of cement or concrete products into a buffer zone or wetland resource area shall be immediately removed. ' 35. All exposed sub soils sh11 be covered by a m nimum of three(3)inches of quality screened loam topsoil prior to seeding and final stabilization.' 36. There shall be no pumping of water from wetland resource areas. 37.' All equipment shall be rispectedregularly for leaks. 'Any leaking hydraulic lines, cylinders or any other components shall'be fixed immediately." 38. During construction, all drainage structures shall be inspected regularly and cleaned as necessary. 39. The applicant is herby notified that failure to comply with all requirements herein may result in the issuance of enforcement actions by the'Conservation Commission including,but not limited to, civil administrative 1 penalties under M.G.L Chapter 21A, section 16. AFTER CONSTRUCTION 40. Upon completion of construction and final soil stabilization, the applicant shall submit the following to the Conservation Commission to request a Certificate of Compliance (COC): (1) A Completed Request for a Certificate of Compliance form(WPA Form 8A or other form if required by the Conservation Commission at the time of request). (2) A letter from a Registered Professional Engineer certifying compliance of the property with this Order of Conditions. 1 (3) An "As-Built" plan signed and stamped by a Registered Professional.Engineer or Land Surveyor showing post-construction conditions within all areas under the jurisdiction of the Massachusetts Wetlands Protection Act. This plan shall include at a minimum: 1 (a), All wetland resource area boundaries with associated buffer zones and regulatory setback areas taken from the plan(s)approved in this Order of Conditions; (b) Locations and elevations of all stormwater management conveyances,structures and best management designs,including foundation drains,constructed under this Order within any wetland resource area or buffer zone; (c) Distances.fiom any structures constructed under this Order to wetland resource areas- "structures"include,but are not limited to,all buildings, septic system components,wells, utility lines,fences,retaining walls, and roads/driveways; (d) Aline delineating the limit of work-"work",includes any filling, excavating and/or disturbance of soils or vegetation approved under this Order; I Atac}� ��at 1 ' DEP Wetlands Proont on het Stor water Report Standard S Construction Period Poi-iutilif. ' Prevention and Erosion and Sed.Umeiitatflada Control; 1 1 „t w 'deferral ? Colutranion ivosrc will he collected to 6-11c,KS and rumovea < srta ilrcrr rhes c n.m longer be S ifid), stntcd within the.constraints of Ilia project. Dampsims z,rll not be located rz-rtaouirceareas. � ?/1 rizste r.,zil here�rtovedfrorrr thesltc artdltgzl( drspd4:ed oC Na waste disposdl s"0 oa-ur onsile 4. tele—workers onsite Will be i zfm'ntcd'rjthesepolicies. . Ilamcn dotrs Waste! I'. ,SIC Czc u r.hiz&c zn tct rz5lsatsecl ,site ivdl be'drrposetl,ofaat a nzxnt ei sperifMd by the ms,r. t+erLr o(tlrerrzak ftl cure as'r dztzr d 1Cr Incul .sitzle ztitd Fe etul ren_latiorz 2. Instruct site pe'rsprme-1 us rig sltese mgtettals dn.fizese pt acuees. Sandari= Waste ? Al least l portable toilet 1vtT1 t4e,Pr&Vde�I jrr 7zc tr*bt �i :trc o tde`r,'dlnto=aC fu�i.#t tis pis`?zeceg�tznr� ` _ Saezca rr? a este {nna Yl e srtc sa tlf be 1ted,a#kasl orut liar k bl+mrizs of rz hcer:;re� scznztartF`zwaate tricrnctg�tnenv��oarYr acttar; C7 fsxta t e?r te-T uk tzt I. gtz� of elxun s e & frr iPte Vcu4zjr..0 ICre sale S�AGM pe i ¢trecf rzdy tn�T s 3 / f r-sgzrired dtrrzrr;_egt7laa,varh zrCfzr�zlzes"t 1 2 � etctM Berl coazrtryoufltt utnc 411, e -,oWdddJ&Che,t�eTizcle,eutaan�es in o7nce the 17-dc-ia of z�i vl ehls b nae 1 e llidTes.� 3. Haul d,fn cow r tlrP q6,ad 14 t!/a a:7u yautiit:vtFter Ccni argttre Sita _ . . .. 4t T'elticle:e'ea?zng tts sst�is lzernufled Yf r un hoes nut. tzt rrru zart.,c T�urc�x rens. zlr�,mz3ge s�stonzs;Tor, roailz�tdys,rsn�pri lntag�l ots, Frust controL Z.- Vie contractor shaA, eiinnr ploy dust catol inzastow rd ntzrra>7ce`-�7ae zrzirlion of 1 airborne ne dust durtig Ale vitt`re scans%rzactton pt ocass: u. Wat&vvill be used as reeluered for that control �Y1,9I.�v1'r��.C,�CE.-1:�lrD IT'SPiCTIO,h'!?T�OCEDliRE;' 1. .411 erosion control measures will be inspected at a minim tsnv of"once a avenJc. he�pe sorr, responsible for the Contractor`s operatzons orsiteshall.conduct the said inspections,- �. .i rnonthly inspection rcport shall'be fled iii the Contractor's main offices',dnd in thejob site trailer. I .ill measures will be inspected within 24 hbzu-s alter rairtj'all elfsnts of more Man ane-half 1 inch-ofprecipitation 1 - J. gillpubl ,or.iumersl)illbe rtqhdvscal&di7tlterrnaliii zr--ve. Remove axcessp.ainz m. original labeled contacners front fhejob>ife. J. Paull Ivi!/no! be_dispos of onsile..Remove excess paim nancr•ial,frorn lhe�.ane Land IL CtI1y,f,.CI ose o 1. or cre.t Tr!cks:• I !! ;waste concrete shall he 7mtntediniclr rcraroved jrtnz the sire"�uat;tear .31, s{„iasuE o jiu--as rx:rlttired, I ,aa;ll f:6n frol Rraefiees3 L1a ne �uurcr s' l rtier;arts m cll r ostcl z a 7si1c�3era�:rrr, 7 wr1J Zre nze.le awtaa e zaj tlre.� rusermerus ?. Cleanup suplzcs*^a xzll be'kpt ortsrl Tr a nzazrzlsstorrc usa '- hrs ertipnr zt 7 (1 1 anelvde.- noggirs, bawoues, d"4-1panT aaxops z °s,rg1o>t dlrsznbeprt; s wdye plass is a€tziinezrf iasXi.acarn, amd gP�r 2 ,�rozer rxfs amz i /sea rpraz cad��tlesr a 3 ,for clertrzp. =1ZT,�at}ls awzll Me�iarnze�aze�� c3eunrtt rzr��ea�'17iscaa�ir�i: -l: spiZl are��>�dI Xaa tveC('ii�nrt�d�- �[ �lemrazrpZaersnr# tvffluearsczir�6lprc9teorT;re:cldflzitag, 4. 4piZLxofzo a6,da {rrha�dai nrrfterra7 l bc*repnr�elZ�mstag &,4%7,467dT%del al- ctthorilzea, as'rerrypired by krw a*ms shalX"rdco o alas Owner.. - ?: t1 spll-inc&4k nt rcpory wz`ld b6file, le,l"3defnrling the a noalx}L ax¢ll tLnt f Me s�xl# nazex i�3ts) in%ai erh reazrl.e ecrz eine sr o t7ae ctuwgg,. �laz a or 1`,vdl h¢on is at¢fie Gonr3 rezor s z7fce.as e11:ieroirszPe lri_alae fe3d oj`fEce, . . rtze cofszaczetnr wa dcsigzezce sonz5aire onsite thrtt wild"serge as flee u"jJzll C�taan 7 CoorduTaYor. :44 least tw>a oihcr p .son•rtel ab .ke nesz, n� d ha altetnale pillsoar tlSiarttnaa. tTf spill cor2ta cl tiv"t!1 T e rrtaitreti iaz sptY7;Rretrenlzona rdmta ol, rrdcfe tazatp. 73 e aaurncs.ril t73e res1tonsible pri.sc nnel iaaitl lac p ed,.iT Clte jnT�.sate oafcc r7f the Contr`nclor. 1 1 4 .:.. _ c. i1 1 THE COMMONWEALTH OF MASSACHUSETTS:NOTICE TO CONTRACTORS: The Department of Fish and Game,through its Office of Fishing and Boating Access, invites sealed bids for the reconstruction of the existing boat ramp, installation of boarding floats and miscellaneous work at Danvers River in the city of Salem,MA, in accordance with plans and specifications prepared by Fay, Spofford and Thorndike,LLC. This project consists of reconstruction of the existing boat ramp, 1 installation of boarding floats and miscellaneous work in accordance with the above referenced documents. The estimated project value is($550,000.00).Bids will be submitted on the forms furnished by the Department, in the bid package and will be received at the office of the Office of Fishing and Boating Access, 1440 Soldiers Field Road,Brighton,MA 02135,until 11:00 AM, local time,Thursday, January 21, 2010, at which time they will be publicly opened And read. All bids must be submitted in accordance with the Contract Documents and shall be accompanied by a bid deposit in the amount of 5% of the value of the bid. Bid deposits,payable to the Commonwealth of Massachusetts,Department of Fish and Game, shall be in the form of a bid bond,certified, cashier's or treasurer's check issued by a responsible bank or trust company. Contract Documents will be available after January 6, 2010, from the office of the Office of Fishing and Boating Access, 1440 Soldiers Field Road,Brighton, MA 02135. The documents may be examined free of charge at the aforesaid address from Monday-Friday between the hours of 9:00 AM to 4:00 PM, local time. Copies of the Contract Documents may be obtained at the office of the Office of Fishing and Boating Access,upon receipt of$25.00 per set, made payable to the Office of Fishing and Boating Access. A$10.00 separate non-refundable mailing fee made payable in U.S.Postage Stamps shall accompany all requests for mailing(cash,checks or money orders will not be accepted). A valid Fed-Ex,UPS or DHL Express account number may be used in lieu of postage stamps. Contract document deposits will be returned in full for formal bidders only. Minimum wage rates for this project have been predetermined by M.G.L. under Chapter 149, Section 26 to 27D, inclusive. Proposals that do not have the Affidavit(of non-collusion, etc.)properly completed will be declared informal. Bids are subject to provisions M.G.L. Chapter 30, Sections 39F, 39G, 39H, 39K and 39M and Chapter 149, Sections 44A to 44H, inclusive. This contract is subject to all State Laws and Regulations concerning Minority Business Enterprises including Executive Order 237. The right is 1 reserved to waive any informality in or reject any or all proposals. An award will not be made to any Contractor who is not able to complete the work no later than June 30, 2010. By:Mary Griffin,Commissioner of Department of Fish and Game. I i . INSTRUCTION TO BIDDERS 1.0 BIDDING REQUIREMENTS 1.1 Deadline The Department of Fish and Game,Office of Fishing and Boating Access will be accepting bids for the reconstruction of a boat ramp and miscellaneous work. All bids must be received by 11:00 AM on Thursday,January 21, 2010, at the office of the Office of Fishing and Boating Access, 1440 Soldiers ' Field Road, Brighton, MA 02135. Bids for all items must be received in sealed envelopes clearly marked: "BID: PUBLIC ACCESS FACILITY IMPROVEMENTS,BOAT RAMP,DANVERS RIVER,SALEM,MA". All questions concerning this bid or the plans should be.directed to Douglas H. Cameron, Assistant Director/Deputy Chief Engineer,DF&G,OFBA, 1440 Soldiers Field Road, Brighton,MA 02135,(617)727-1843. 1.2 Bid Deposit All bids must be accompanied by a bid deposit equal to 5%of the total contract value. The deposit may be in the form of a certified check,bank,treasures or cashier's check,cash or a bid bond from a licensed surety 1 company. This bid deposit shall become the property of the Commonwealth of Massachusetts as liquidated damages 1 if,after an award is made,said bidder shall fail to enter into the required contract within seven(7)days, after notice of said award. All bid deposits of unsuccessful bidders,except those of the lowest responsible and eligible general bidders, shall be returned after the opening of the general bids. The bid deposits of the lowest responsible and eligible bidders shall be returned upon the execution and delivery of the general contract,or if no award is made,upon the expiration of thirty(30)days after the opening of the general bids. A bid may not be withdrawn by the bidder for a period of sixty(60)days excluding Saturdays,Sundays and legal holidays, after the day of bid opening. I 1.3 Performance Bond&Labor and Materials Payment Bond Prior to the signing of the contract the successful bidder must provide continuous bonds, each in an amount equal to one hundred percent(100%)of the total contract value. Such surety must be in accordance with the 1 laws of the Commonwealth of Massachusetts governing public work,to cover faithful performance of the contract and payment of all obligations arising there under. Further, said surety must be current, and shall remain with the Department for the duration of the contract. 2.0 BIDDER"S REQUIREMENTS 2.1 General Insurance The successful bidder must be prepared to provide evidence of insurance in the form of a Certificate of Insurance, and in amounts as indicated in the Specifications under the heading Insurance, including proof of Workman's Compensation coverage and Automobile and Vehicular coverage. 3.0 BID REQUIREMENTS 1 3.1 General Requirements All bids for consideration must fulfill bidding requirements and bidder's requirements, as outlined in Section ii 1 1 1.0 and 2.0 above. Failure to adhere to any of those,and all additional requirements herein,may invalidate your bid and eliminate it from consideration. The Department will not accept responsibility for inconsistencies in the bid or bidder's problems,based on the bidder's failure to view the site,and inform him/herself of general site conditions. 3.2 Permits,Fees and Notices I The Contractor shall obtain all permits,licenses,certificates inspection and other legal documents required, both permanent and temporary. The Order of Conditions,DEP Chapter 91 license and Corps of Engineers permits are attached. 3.3 Applications for Progress Payments All requests for payment must be itemized and submitted to the Engineer for approval. The procedure for payments shall be as follows: 1. The Contractor and OFBA Field Engineer shall prepare a draft pay estimate and submit to the Engineer for review and comment. 2. The Engineer prepares the pay estimate and submits to the Contractor for signatures. ' 3. Contractor shall sign and return the pay estimate to the OFBA for payment. 4. Progress payments shall be no more frequent than biweekly. 3.4 Manpower Utilization Weekly manpower utilization reports,as included in the specifications, shall be submitted. 1 1 1 I 1 CONTRACT NO.PA-218 SIGNATURES REQUIRED 1 Signatures Required Page# Penalty for to Sign Proposal Form Signature 5-6-5-7 Informal Bid Board of Director's Vote 5-8 ' Affidavit 5-9 Informal Bid ' Statement of Tax Compliance 5-10 Informal Bid (REAP) Certificate of Compliance 5-11 Informal Bid with Massachusetts Employment Security Law 1 Contract Form 5-13 Schedule of Participation by Minority 5-14 ' or Women Business Enterprises Letter of Intent Minority or Women's 5-15 ' Enterprise Participation Letter of Intent Minority or Women's Business Enterprise 5-16 Participation Commonwealth Terms and Conditions 5-18 Request for Verification of Taxation 5-19 ' Reporting Information iv r TABLE OF CONTENTS CONTRACT NO.PA-218 PAGE rSpecial Provisions 1-1 - 1-9 Technical Specifications 2-1 -2-25 rParticipation by Minority or Women's 3-1 —3-18 Business Enterprises ' Right-To-Know Act 3-9 ' Supplemental Equal Opportunity 3-10-3-14 Antidiscrimination and Affirmative Action Program Public Employment Laws 3-15-3-16 rWage Rates 4-1-4-15 Proposal(Bid Schedule) (yellow sheets) 5-1 -5-7 Board of Directors Vote 5-8 Non-Collusive Affidavit 5-9 rStatement of Tax Compliance(REAP) 5-10 Certificate of Compliance with 5-11 Massachusetts Employment Security Law ' Contract Form 5-12-5-13 Schedule of Participation by Minority or Women 5-14 Business Enterprises Letter of Intent Minority or Women's Enterprise 5-15 Participation Letter of Intent Minority or Women's Business Enterprise 5-16 ' Participation Commonwealth Terms and Conditions 5-17-5-18 Request for Verification of Taxation 5-19-5-20 Reporting hiformation v 1 r Permits ' Borings i I 1 vi 1 Special Provisions (No.PA-218) ' SPECIAL PROVISIONS FOR PUBLIC ACCESS FACILITY IMPROVEMENTS, BOAT RAMP RECONSTRUCTION AND MISCELLANEOUS WORK I DANVERS RIVER,SALEM,MA THE GENERAL CONTRACTOR'S MINORITY EMPLOYEE PERCENTAGE FOR THIS JOB WILL NOT BE LESS THAN 5% Work to be Done The work to be done consists of reconstructing the existing boat ramp, installation of boarding floats and other miscellaneous work. The work required shall be completed as shown on the plans, as specified herein and as directed. Plans The location and details of the work to be done are shown on a set of plans consisting of three sheets entitled("Proposed Public Access Facility Improvements,Boat Ramp and Floating Docks,Danvers River, Salem,MA" stamped and dated December 17,2009), and hereby referred to and made part of these Specifications. These plans are attached hereto. ' Physical Data The information and data famished herein are provided for the Contractor's information,however,it is expressly understood that the Engineer will not be held responsible for any interpretation or conclusion ' drawn there from by the Contractor. The location.and storage of the Contractor's and subcontractor's trailers and equipment shall be restricted to areas outside the work limits so as to not interfere with traffic in the adjacent roadways and must be submitted to and approved by the Engineer. General The Contractor must satisfy himself,by his own investigation and research,regarding conditions affecting the work to be done and the plant equipment,labor and materials needed, and make his bid sole reliance thereon. ' Wherever the term"Standard Specifications" is used hereinafter in these Special Provisions, it shall mean the Standard Specifications for Highways and Bridges of the Department of Public.Works of Massachusetts, 1988 Edition and any and all addenda and revisions thereto, with the following exceptions: Section 1.17 "Department" shall be defined as the Commonwealth of Massachusetts, Department of Fish and Game;Office of Fishing and Boating Access, Section 1.19 "engineer" shall be 1 defined as the Chief Engineer of the Department of Fish and Game,Office of Fishing and Boating Access or his designee. Where not specified,referred hereto or superceded by these Special Provisions, all applicable sections of the"Standard Specifications"shall apply. In addition, on pg. 35,paragraph 1, eliminate the second sentence,eliminate all of paragraph 2, and eliminate all of paragraph 3. Appeals to agency decisions shall be made through courts of law. 1 The Contractor shall famish all labor and materials, tools,plant and equipment and do all the work necessary to famish and install and complete the work in accordance with.these Special Provisions and i-t the Standard Specifications. ' During construction,the Contractor shall secure all necessary permits from owners, and all releases from the owners of record to trespass on their property in the transportation of materials and equipment to the work site. The Contractor shall repair at his own expense any damage caused by him to lawns, driveways, structures, etc. Upon completion of the work, the Contractor shall remove from the site all debris, excess materials,tools and equipment, and shall leave the premises in a neat and orderly condition,to the satisfaction of the Engineer. 1 At all times, the Contractor shall be required to conform to all local, State and Federal regulations as to proper use of highways,bridges, etc. The Contractor shall at all times, while conducting water based construction activities, comply with all navigational safety rules and regulations including the proper approved navigation lighting. The award of the contract is subject to available funding. The Department reserves the right to eliminate ' any portion of the work under this contract in order to bring the total expenditure within the amount available for this project and to limit prosecution of the work to such points and in such as may be directed. It is estimated that the quantity of materials mentioned in the proposal will be required,but this amount shall not control the performance of this contract and the Contractor shall be bound hereunder whether or not such estimate is approximately correct. No equipment or machinery having caterpillar or heavy treads that would mar or damage pavements shall be permitted to move or to operate from existing pavements unless such equipment or machinery is moved on suitable pontoons or trailers. Any damages caused by the Contractor for his operations shall be repaired by Contractor. The Contractor shall so limit his operations and carry on his work in such manner and sequence as to insure the least possible interference with navigation,traffic and normal use of the adjacent areas. Special attention is called to the requirements of Section 7.09,7.10 and 7.11 of the"Standard Specifications",which refer to "Public Safety and Convenience", 'Barricades and Warning Signs", and"Traffic Officers". Particular attention of all bidders is called to Section 8.01, 8.03, 8.10, 8.11 and 8.12 and 8.13 of the"Standard Specifications",which refer to"Subletting or Assignment of Contract','Prosecution of Work", "Determination and Extension of Contract Time for Completion", "Failure to Complete Work on Time","Default Termination",and"Convenience Termination". The Department reserves the right to reject any bid it deems unbalanced. The Department reserves the right to require a Contractor to submit a breakdown of any unbalanced or lump sum bid with dollar amounts,said breakdown subject to the approval of the Engineer. An unbalanced bid or item may be subject to payment of only the actual labor and material plus reasonable profit at the Engineers decision. The Contractors ' attention is called to Section 2.09 of the Standard Specifications. In the event that the work described in the contract is not physically completed within the time stipulated therein,the Contractor shall pay to the party of the first part a designated sum per day for the entire period of overrun in accordance with the Schedule of Deductions listed below: 1-2 1 Supplementing Subsection 8.11 SCHEDULE OF DEDUCTIONS ' Project Value Deductions/Way 0 to 100,000 250.00 100,000 to 500,000 375.00 500,000 to 1,000,000 425.00 . 1,000,000 to 2,000,000 550.00 2,000,000 to 3,000,000 675.00 3,000,000 to 4,000,000 800.00 4,000,000 to 5,000,000 925.00 5,000,000 to 10,000,000 1,050.00 ' 10,000,000 to 15,000,000 1,175.00 over 15,000,000 1,500.00 The work limits shown on the plans,shall be laid out in the field by the Contractor and any damage to structures caused by his operations shall be satisfactorily remedied at the sole expense of the Contractor. The Contractor's use of the site for work is subject to the regulations of the City and must be restricted to the limits of work shown on the contract drawings or as directed by the Engineer. Should the Contractor require areas for storage of construction materials or equipment,additional to those areas provided, such additional 1 areas must be arranged by the Contractor at no additional cost to the Department. The Contractor's attention is drawn to Section 7.05 in the "Standard Specifications"which refers to "Insurance Requirements". ' The Contractor shall construct such temporary access roads as may be necessary for his equipment,men and materials to reach the sites of the work and to carry out the.terms of this contract. Upon completion of the ' work,all temporary access roads shall be removed and the areas restored to their original conditions to the satisfaction of the Engineer. The Contractor's attention is called to the Section 7.14 of the "Standard Specifications", "Responsibility for Damage Claims". Applicable Laws,Regulations and Permits The bidders attention is directed to the fact that all applicable State Laws,Municipal Ordinances,permits and the rules and regulations of all authorities having jurisdiction over construction of the Project shall apply to the CONTRACT throughout,and they will be deemed to be included in the CONTRACT the same as though herein. The Order of Conditions,DEP Ch.91 license and the Corps of Engineers permits have been obtained and are attached to and hereby made a part of this contract. The Contractor must adhere to the conditions of these permits and licenses. All other necessary permits are the responsibility of and shall be obtained and paid for by the Contractor. Surveying Control Survey baselines and bench marks are shown on the plans. These reference marks will be recovered by the Contractor prior to the start of the work The Contractor's plan for project control shall be submitted to the 1-3 1 Engineer for approval prior to starting any work. ' The Contractor shall provide at his own expense all materials and labor as may be required to establish all project control range lines,tide boards,additional reference marks and line and grade stakes. If the Contractor,through willfulness or carelessness,removes or permits to be removed such reference ' marks before the prosecution of the work requires it,they shall be replaced at his own expense. All work shall conform during its progress and on its completion truly to the lines and grades given by the Engineer. The work shall be done in a thoroughly substantial and workmanlike manner, in accordance with the plans and specifications. The Engineer shall be permitted at all times to check the lines,elevations,reference marks,batter boards, ' etc.,set by the Contractor..Any errors or discrepancies in lines,elevations,shall be corrected. Such a check shall not be construed as to be an approval of the Contractor's work and shall not relieve or diminish in any way the responsibility of the Contractor for the accurate and satisfactory completion of the entire work. The Contractor shall be available to assist the Engineer with these checks as needed. The Contractor shall make,check,and be responsible for all measurements and dimensions necessary for proper construction. The level of the water referred to in these Special Provisions and shown on the plans is that established by the Engineer during the preliminary surveys for the work herein described. The elevations are based on the mean low water datum. Inspection of Project Work Inspectors will be assigned to the project by the Engineer on a full-time or part-time basis,as required to cover the work to be performed under the contract. An Inspector,appointed by the Engineer,will be present whenever materials are being placed,and if for any reason the work of placing materials is not carried on continuously,the Contractor shall give the Engineer timely written notice of the expected arrival of materials in order that the Inspector shall be present when they arrive. No materials shall be paid for under this contract which have not been examined and passed by the Inspector,or which for any reason are placed outside the prescribed limits of the work unless approved in writing by the engineer. Manuals and Certificates ' Maintenance and/or Operation Manuals,Material Specifications,Certificates of Testing and Treatment, shall be provided for items manufactured off-site upon delivery of material to the site as required by the Engineer.Retainage will not be released until all literature mentioned above is submitted to the Engineer. Clean Air and Water Pollution Control Acts(Supplementing Sec.7.01) ,. The Contractor is subject to the provisions of the Clean Air Act of 1970(42 U.S.C. 1857 et. seq.)and the Federal Water Pollution Control Act(33 U.S.C. 1251 et, seq.,as amended),and the Contractor agrees to comply with said Acts,and all applicable standards,orders,or regulations issued there under. The Contractor agrees it will insert the provisions of this paragraph in any subcontract arising from this Contract. Prevention of Water Pollution-Sanitary Provisions (Supplementing Section 7.02) During the performance of all work under this contract,the Contractor shall adopt such precautions in the conduct of his operations as may be necessary to avoid contaminating water in adjacent streams or pond 1-4 areas. All moving of equipment,water control in foundations areas,and other operations likely to create silting, shall be so planned and conducted as to minimize pollution in adjacent streams or pond areas. Water ' used for any purpose whatsoever by the Contractor,which has been contaminated with soil,bitumen, salt or other pollutants shall be so discharged as to avoid affecting nearby waters. Under no circumstances shall the Contractor discharge pollutants directly into any adjacent streams or pond areas. ' When the Contractor uses water from natural sources for any of his operations,intake methods shall be such as to avoid contaminating the source of supply and maintain adequate downstream flow when the source is a stream. Photographs The Contractor shall famish the Engineer,upon request,suitable 8"x10"photographs of the project area. ' Three copies of each view and a compact disc containing digital photographs shall be famished. Two(2)views will be required as directed by the Engineer,and shall be taken as follows: ' 1.Before construction operations have been started; 2. After construction has been completed; ' The areas to be photographed and approximate compass point from which they are to be taken will be designated by the Engineer. ' Each photograph shall have permanently written on its face a legible description or title indicating date, location,direction from which taken,project title and item of work photographed. ' Upon completion of all work under this contract,the Contractor shall deliver all photographs and the compact disc,clearly identified,to the Engineer. Photographs will be placed in acetate sleeves and bound in three booklet forms. 1 The cost of furnishing photographs and the compact disc shall be included in the prices bid for the various items scheduled in the Proposal ' Insurance The Contractor shall carry and maintain in effect during the entire currency of the contract,at his own ' expense,the following kinds and amounts of insurance in a company or companies approved by the Department. Such insurance shall cover claims and suits which arise out of or result from the Contractor's execution of the contract work whether such execution is by the Contractor himself or by any Subcontractor, or by any other entity representing the Contractor: Worker's.Compensatiion as required by the Worker's Compensation Laws of the Commonwealth of Massachusetts and,in conjunction therewith, Employer's Liability with a.minimum limit of$500,000. ' "Broad Form" Comprehensive General Liability including,but not limited to,Bodily Injury,Personal Injury and Property Damage Liability,Full Contractual Liability and liability arising from Explosion,Collapse and Underground Damage;Minimum limit of liability-$1,000,000. ' Automobile Bodily Injury and Property.Damage Liability for all owned,non-owned and hired automobiles operated in connection with the performance of the contract. Minimum limits of liability: 1-5 Bodily Injury -$1,000,000 Property Damage -$ 250,000 Certificate of Insurance,Prior to beginning work under the contract,the Contractor shall furnish the Department a Certificate of Insurance acceptable to said Department evidencing the existence of the ' forgoing insurance coverage. Such Certificate also shall provide that the Department will be notified at least thirty(30)days in advance of the cancellation of non-renewal of any insurance covered by the Certificate. Cleaning Site and Periodical Cleaning The Contractor shall at all times prevent the accumulation of waste materials or rubbish in the construction and storage area,including interiors of buildings. Cleaning will be carried out day by day as may be necessary for the work area utilized by the Contractor. Waste materials and rubbish shall be removed from the site at each cleaning. ' The Contractor shall at the completion of his work remove all temporary structures,utilities and services which have been installed for the prosecution of his work ' Compliance with the Wetlands Protection Act An Order of Conditions has been obtained under the Commonwealth of Massachusetts Wetland Protection Act,General Laws,Chapter 131, Section 40. That Order is hereby made part of these Specifications, and is attached hereto. DEP SIGN The Contractor shall furnish and erect at a suitable location,a sign having an area of not less than two(2) square feet or more than three(3)square feet,bearing the words"Massachusetts Department of Environmental Protection-File No. (SE32-1908 ). The sign will remain posted on the site for three(3) ' months after the completion of the project,after which time the Contractor will remove the sign and it then becomes the property of the Contractor for his use. ' Minimum Wage Rates Attention is called to the fact that Minimum Wage Rates are established for the project and are set forth herein. ' Overloaded Trucks The Department will not accept any materials delivered to any project in motor vehicles or semi-trailer units ' that exceed the legal maximum gross weight allowed for the particular class as specified in Section 19A of Chapter 90 of the General Laws of Massachusetts. The provisions of sub-section 7.03 of the "Standard Specifications" shall still apply. ' Massachusetts General Laws,Chapter 62C,Section 49A(REAP) The Attention of all Bidders is drawn to the provisions of Massachusetts General Law 62C, Section 49A ' which requires Contractors to certify that they have filed all state tax returns and have paid all required state taxes. The Department will furnish a blank certification form which,will be completed by the Contractor, signed and incorporated into the Contract. This attestation must be provided at the time of issuing,renewing or extending the contract. It is to be noted that submission of the social security or federal identification 1-6 r number is strictly voluntary and no contract may be denied because this information was not provided. ' Executive Order 130(Anti-Boycott Covenant) The Contractor warrants,represents and agrees that during the time this contract is in effect,neither it nor any affiliated company,as hereafter defined,participates in or cooperates with an international boycott,as defined in Section 999(b),(3)and(4)of the Internal Revenue Code of 1954,as amended,or engages in ' conduct declared to be unlawful by Section 2 of Chapter 151E,Massachusetts General Law. If there shall be a breach in the warranty,representation and agreement contained in this paragraph, then without limiting such other rights as it may have,the Commonwealth shall be entitled to rescind this contract. As used herein,an affiliated company shall be any business entity of which at least 51%of the ownership interests are directly or indirectly owned by the Contractor or by a person or persons or business entity or ' entities directly or indirectly owning at least 51%of the ownership interests of the Contractor. Executive Order No.213 ' Employment Opportunities through State Contracts WHEREAS,the Commonwealth administers and funds various programs of public assistance; and WHEREAS,it is in the interest of the Commonwealth and the recipients of public assistance that such recipients secure employment and thereby become economically self-sufficient;and WHEREAS,the Commonwealth spends hundreds of millions of dollars annually to contract with private providers for a vast array of health, social and other services; and WHEREAS,these private contractors hire thousands of employees to provide these critical services; and WHEREAS,it is the policy of the Commonwealth to provide as many job opportunities as possible to recipients of public assistance; NOW,THEREFORE,I,EDWARD J.KING,Governor of the Commonwealth,by virtue of the authority vested in me as Supreme Executive Magistrate by the Constitution and the statutes of the Commonwealth, do hereby order as follows: (1) Subject to regulations to be promulgated by the ' Commissioner of Administration,as hereunder provided,every agency,bureau,board,commission, institution, and department of the Executive Branch of the Commonwealth shall include the following requirement in solicitations of bids,contracts,or agreements,having an effective date on or after July 1,1982 or solicitations of bids,contracts,or agreements,entered into subsequent to the effective date of said regulations for the provision of paid services entered into with a private contractor who employs under contract(s)with the Commonwealth a total of twenty(20)or more persons: (1)at least 5 percent of the total number of the contractor's employees working under all of its contract(s)with the Commonwealth must have been recipients of public assistance program(s)administered by the Department of Public Welfare. (II)In complying with the above clause,however,no contractor shall be required to lay-off or release existing employees to meet the 5 percent requirements. It is expected that expansion and normal attrition Will provide the vacancies necessary to meet the 5 percent requirement. (III)The Commissioner of Administration shall promulgate regulations to cavy out the purposes of this Executive Order. Such regulations may include Provisions: (1) Specifying the procedures by which the 1-7 Department of Public Welfare will refer qualified recipients to the contractor; (2)Creating exemptions for those specific positions requiring skills or professional levels not available in the public assistance recipient ' groups; (3) Specifying the method by which a contractor not meeting the 5 percent requirement upon initial performance will achieve compliance,and establishing time limits therefore; (4) Specifying the method by which the contractor shall report on its compliance with this Order; (5)Specifying the conditions under which the contract may be terminated for noncompliance; and(6)Specifying any ' other conditions or procedures necessary to carry out the purpose of this Executive Order; (7)In specified cases,the Commissioner of Administration may grant provider waivers. ' (IV)All contracting state agencies are hereby directed to cooperate fully with the Commissioner of Administration in the implementation of this Order,and to provide all information requested by the Commissioner: ' (V)All contracting state agencies shall file a report with their executive offices as well as the Commissioner of Administration six months after promulgation of the regulations under this Executive Order,and then ' annually thereafter, stating the degree of compliance with the Order,whether the purpose of the Order has been accomplished,and any recommendations for change. ' (VI)The Commissioner of Administration shall report to the Governor on the degree of compliance with this Executive Order,whether the purpose of the Order has been accomplished, and any recommendations for change. ' EXECUTIVE ORDER 195 Right to Examine Records ' Executive Order 195,signed by Governor Edward J.King,on April 27, 1981: "The Governor or his designee,the secretary of administration and finance,and the state auditor or his designee shall have the right at reasonable times and upon reasonable notice to examine the books,records and other compilations ' of data of(vendor)which pertain to the performance of the provisions and requirements of this contract." Compliance to Executive Order No.281 Your attention is drawn to the publication entitled"South Africa&Nambia Lists" which identifies vendors that are doing business with these two governments. In accordance with Executive Order No. 281,no business will be done with these vendors unless exempt as stipulated in the above referenced publication. ' Additional Bond Security(M.G.L..Ch. 149,Sec.29)and Additional Lesal Requirements(M.G.L.,390,and 39R): In addition to the five(5%)percent Bid Bond required to accompany the bid,the successful bidder will be required to fimrish a Performance Bond in an amount equal to one hundred percent(100%)of the Contract Sum as security for the faithful performance of this contract and also Material and Payment Bond in an amount not less than one hundred percent(100%)of the Contract Sum or in a penal sum not less than that prescribed by the State,Territorial or Local Law,as security for payment of persons performing labor on the project under this contract. The Performance Bond and the Labor and Materials Payment Bond may be in one or in separate instruments in accordance with local law and shall be delivered to the Owner not later than the date of execution of the contract. In addition to the other legal requirements set forth in this contract,the Contractor must be familiar with Sections 39P and 39R of Chapter 30 of the M.G.L. The Contractor must also be familiar with Section 39 of said Chapter 30, Subsections(a)and(b)which reads as follows: is a)The awarding authority may order the general contractor in writing to suspend,delay,or interrupt all or any part of the work for such a period of time as it may determine to be appropriate for the convenience of the awarding authority,provided however,that if there is a suspension,delay or interruption of work for fifteen(15)days or more due to a failure of the awarding authority to act within the time specified in this contract,the awarding authority shall make an adjustment in the contract price for any increase in the cost of ' performance of this contract,but shall not include any profit to the general contractor on such increase; and provide further,that the awarding shall not make any adjustments in the contract price under this price under this provision for any suspension,delay,interruption or failure to act to the extent that such is due to any cause for which this contract provides for any equitable adjustment of the contract price under any other contract provisions. ' b)The general contractor must submit the amount of the claim under provisions(a)to the awarding authority in writing as soon as practicable after the end of the suspension,delay,interruption or failure to act and,on any event,not later than the date of the final payment under this contract and,except for costs due to suspension order,the awarding authority shall not approve any costs in the claim incurred more than twenty (20)days before the general contractor notifies the awarding authority in writing of the act or failure to act involved in the claim. 1 1 1 1-9 ' TECHNICAL SPECIFICATIONS (PA-218) ITEM 101.1 MISCELLANOUS LUMP SUM Description The Contractor shall prepare the site for the various items of work described herein. This item includes but is not limited to: safety fencing, erosion control,traffic control, site security, survey and baseline control, sign posts,permits and miscellaneous work and conformance with permit requirements, including the Order of Conditions issued by the Salem Conservation Commission. Construction Methods The work to be done under this item is described below; however,it shall be the responsibility of the Contractor to prepare the site for work contemplated and described in the subsequent items: All work shall be done in a workmanlike manner to cause the least interference with traffic and the use of the facility. ' Any damage to adjacent structures,and other property adjacent to the work site shall be repaired immediately. The materials to be removed shall be removed so,as to not cause damage. ' The Contractor's attention is drawn to the existence of telephone and electrical services, waterlines,and other utilities within the work site. The Contractor is responsible for the relocation of utilities as is necessary for the construction of the new boat ramp facility. The Contractor shall notify Dig-Safe and shall follow all Dig-Safe procedures prior to commencing any work. The Contractor shall furnish and install the project sign required by the Department of Fish and Game, Office of Fishing and Boating Access and the DEP File#sign required by the Conservation Commission. Any site preparation work incidental to the installation of the temporary cofferdam not otherwise delineated under Item 950 shall be paid for under Item 10 1.1 and included in this lump sum bid. ' The project sign shall be erected at the start of work at a suitable location, approved by the Engineer. The sign shall have dimensions of at least five(5) feet wide by three(3) feet high, bearing the words: PUBLIC ACCESS FACILITY BOAT RAMP AND BOARDING FLOATS ' DANVERS RIVER(KERNWOOD), SALEM, MA A PROJECT OF THE MASSACHUSETTS DEPARTMENT OF FISH AND GAME OFFICE OF FISHING AND BOATING ACCESS Deval Patrick, Governor Ian Bowles, Secretary, Executive Office of Environmental Affairs Mary Griffin,Commissioner, Department of Fish and Game 2- 1 1 John P. Sheppard,Director,DFG,Office of Fishing and Boating Access Fay, Spofford and Thorndike,LLC, Engineer In addition to the above,a block will be provided for the amount of funding and the funding source. Lettering will be dark green on a white background. The size of the lettering and general arrangement of the information shall be as shown on the attached example, and as directed by the Engineer. ' The Contractor shall supply adequate supports for the sign and must keep the sign a proper distance above the ground to provide public viewing. The material of the sign shall be exterior, high density, overlaid plywood, 3/4"thick or approved materials suitable for the sign. The sign shall remain posted on-site for three(3)months after completion of the project, after which time the Contractor will remove the sign and it becomes the property of the Contractor for his use. ' The Contractor's attention is directed to the Conservation Commission's Order of Conditions, DEP Chapter 91 license and the Army Corps permit. The condition of all permits,approvals and licenses shall be adhered to at all times. The Contractor shall furnish,install,and maintain erosion control as required by the Salem Conservation Commission Order of Conditions. The cost for mobilization and demobilization shall be included in the unit costs for each individual item of work,and will not be paid for under this item. ' Any item of work not covered by an individual item shown on the plans,specifications or permits shall be performed and paid for under ITEM 101.1 MISCELLANEOUS. Method of Measurement and Basis of Payment Under Item 101.1 of the contract,the Contractor will be paid the contract lump sum price for all work under MISCELLANEOUS, for tools, labor,materials, excavation, concrete,equipment and all incidental work necessary to complete the work under this item, as shown on the plans,as specified herein, and as directed. The Contractor shall submit a lump sum price breakdown for his work along with the Schedule of. Operations. ITEM 112 DEMOLITION LUMP SUM Description The work to be done consists demolishing such existing structures as are necessary to construct the boat ramp facility. The work shall include but,not limited to the removal of the bituminous concrete pavement, cement concrete and other structures as required for the implementation of new work described herein. The Contractor shall follow proper Dig-Safe procedures prior to any demolition or excavation of materials. The Contractor shall be solely responsible for making all necessary arrangements for performing any necessary work to the satisfaction of the municipal departments and utility 2- 2 1 companies involved in connection with the discontinuous or interruption of public utilities or services such as gas, electric, water, sewer,telephone,etc., which will be affected by work to be done under this item of work. Construction Methods The Contractor shall remove and dispose of the existing cement concrete,bituminous concrete and miscellaneous items within the work area. Any bituminous concrete to be removed shall be saw-cut in a neat straight line. Rock-fill and crushed stone materials which,are removed under this item shall be incorporated into the reconstruction of the facility. Armor stone and rip-rap shall be removed and reset under Item 983.2. Unsatisfactory deleterious materials(cement concrete,rubble debris etc.) shall be removed and disposed of by the Contractor in a location selected by him, subject to the approval of the Engineer and regulations and requirements of local authorities governing the disposal of such materials. If excess suitable material exist after construction of the solid fill is completed,the Contractor shall remove and dispose of such excess materials at his own expense,and in a manner satisfactory to the Engineer. Method of Measurement and Basis of Payment Under Item 112 of the Contract,the Contractor will be paid the contract lump sum price for DEMOLITION which price shall include full compensation for all labor,tools, equipment, transportation, disposal, fees and all incidental work necessary to complete the work under this ' item. Suitable materials used in the reconstruction will only be paid for under Item 112. The Contractor shall submit a breakdown of the lump sum price for his work along with the Schedule of Operations. ITEM 120.2 EXCAVATION LUMP SUM Description This work consists of excavation,compaction and disposal of all materials not being removed under some other item of work. All excavation to be paid for under this section shall be classified i as 'Barth Excavation". Under this Contract, "Earth Excavation" shall include the work area described on the plans where it is required to excavate the existing earth material to the level of the sub-base so that gravel or stone may be placed. Earth excavation shall also include,as incidental to the general work,the removal and disposal of, boulders,trash,rip-rap,broken concrete and debris of every nature not otherwise included under Item 112, Demolition. Excavation of muck shall consist of the removal and disposal of saturated or unsaturated mixtures of soils and organic matter not suitable for foundation materials regardless of moisture content. 2- 3 Excavation below low water shall consist of the removal and disposal of materials below the low water level of the water-body.The material shall be removed by mechanical methods and disposed of properly as herein specified and as directed by the Engineer. Construction Methods Methods of construction for excavation shall conform to Sections 120.60, 120.6 1,and 120.65 of the "Standard Specifications". Suitable excavated material shall be used in the reconstruction prior to the placement of new materials. Excess suitable material and unsuitable material shall be properly disposed of by the Contractor, 1 at the Contractor's expense, in the manner described under Section 120.69 of the "Standard Specifications". At least 72 hours prior to the start of work the Contractor shall notify Dig-safe and shall have all ' underground utilities located and marked. Utility services to remain shall be protected from damage and shall be plotted on the Record Drawings by the Contractor. Utilities that are not active shall be protected or properly removed as directed by the Engineer. Do not interrupt ' existing utilities except when authorized in writing by both the Engineers and the authorities having jurisdiction. ' Excavated areas shall be kept free from water, snow and ice during construction. Pumping operations shall be performed should surface rain or groundwater be encountered during construction. Sheeting, shoring, and trench boxes shall be of proper strength and shall be placed where necessary to prevent caving, erosion or gulling of excavation. Excavation for trenches shall be conducted in accordance with Section 140. In doing the work the Contractor shall make the bottom of the trench as smooth and level as possible or slightly below the place of the required depth. Method of Measurement and Basis of Payment Under Item 120.2 of the.Contract,the Contractor will be paid the contract lump sum price for Excavation,which price shall include full compensation for all tools,materials, equipment, labor,transportation and all incidental work necessary to complete the work under this item to the satisfaction of the Engineer. Where excavated materials are to be used to form embankments, and no additional filling material is required,the following will govern: Excavation materials used in the reconstruction will only be paid for under Item 120.2 as excavation. The Contractor shall submit a breakdown of the lump sum item along with his schedule of ' operation. ITEM 151.1 GRAVEL BORROW TON 2- 4 Description The work to be done consists of preparing an area for the placement of gravel, furnishing, placing,compacting and grading this material. Materials and Construction Methods The spreading and compacting of the gravel borrow shall be to the lines and grades as determined by the Contractor and approved by the Engineer at the locations shown on the plan. Gravel borrow shall be placed to depths as shown on the plans. All applicable specifications of Section 400 of the Massachusetts Department of Public Works, Division]n, Standard Specifications shall be complied with. Weight slips for this item must be presented for payment under this item. Gravel borrow shall conform to subsection M1.03.0 Type b, material shall be compacted to not less than 95 percent as determined by AASHO T99,Method C test procedure. Work on this course shall not occur during freezing temperatures. Work on this course shall be prohibited when the moisture content is greater than optimum moisture content as determined by the Engineer. The Contractor shall place this course so as to insure proper drainage and protection of the base course and sub-grade. Method of Measurement and Basis of Payment Under Item 151.1 of the contract,the Contractor will be paid the contract unit price per ton for Gravel Borrow, furnished and in place,which price shall include full compensation for all materials,tools; equipment,grading,labor,testing and all incidental work necessary to complete the work under this item to the satisfaction of the Engineer. The quantity to be so paid for shall be based upon the weight of material as shown on weight slips attested to by a sworn weigher.The weight slips shall be delivered to the site of work and shall be countersigned by the Engineer,and only such material as is actually accepted and placed as herein specified shall be paid for. 1 ITEM 155.4 BEDDING STONE TON Description The Contractor shall furnish and install bedding stone for the sub-base beneath the armor stone near the boat ramp and,as shown on the Drawings,as herein specified,or as directed by the Engineer. Materials and Construction Methods Bedding stone shall consist of sound durable rock which is angular in shape and shall conform to the requirements of Section M2.01.0. Rounded stones, boulders, sandstone, or similar soft stones or relatively thin slabs will not be accepted. The Contractor shall grade the subgrade as indicated before placing the filter cloth. Filter cloth shall be paid for under separate items. Stone shall be placed to form a compact mass with minimum voids. 2- 5 Seventy-five(75)percent of the bedding stone shall vary in size from two(2)to three(3) inches and not more than fifteen(15)percent of the stone shall be less than one(1)inch. Method of Measurement and Basis of Payment Under Item 155.4 of the Contract, the Contractor will be paid the contract unit price per ton for Bedding Stone furnished and placed which price shall include all labor,tools, materials, equipment, and all work necessary to complete the work to the satisfaction of the Engineer. The quantity to be paid for shall be based upon the weight of material as shown on weight slips attested to by a sworn weigher. The slips shall be delivered to the site of the work and shall be countersigned by the Engineer, and only such material as is actually accepted and placed as herein specified shall be paid for. ITEM 156 CRUSHED STONE TON Description The Contractor shall furnish and place crushed stone for the sub-base beneath the boat ramp, and under various structures and as shown on the plans, as herein specified,and as directed. ' Materials and Construction Methods Crushed stone shall conform to the requirements of Section M2.01.0,and M2.01.1 and M2.01.2 for crushed stone. The crushed stone shall be placed and compacted. Compaction will be accomplished by means of mechanical or pneumatic tampers. Compaction effect shall continue until the stones are firmly interlocked and the surface is unyielding. Method of Measurement and Basis of Payment Under Item 156, the Contractor will be paid the contract unit price per ton for Crushed Stone, which price shall include all materials, labor,tools,equipment,transportation, and all incidental work necessary to complete the work under this item to the satisfaction of the Engineer and as shown on the plan,as herein specified,and as directed. The quantity to be so paid for shall be based upon the weight of material as shown on weight slips attested to by a sworn weigher.The weight slips shall be delivered to the site such material as is actually accepted and placed as herein specified shall be paid for. ITEM 402 DENSE GRADED CRUSHED STONE TON ' Description The Contractor shall furnish and place dense graded crushed stone for the sub-base beneath the pavement, as shown on the plans, as herein specified, and as directed. Materials and Construction Methods Dense graded crushed stone shall conform to the requirements of Section M2.01.7. Coarse aggregate shall be from crushed stone, and fine aggregate shall be from stone screenings uniformly pre-mixed. 2- 6 1 ' The dense graded crushed stone shall be placed and compacted in two equal lifts. Compaction will be accomplished by means of mechanical or pneumatic tampers. Compaction effect shall continue until the stones are firmly interlocked and the surface is unyielding. The method of construction shall conform to the applicable portions of Section 150 and 170 of the"Standard Specifications".The method of construction for sub-base materials shall conform to ' the provisions of Section 170.60 and 170.61. Method of Measurement and Basis of Payment Under Item 402, the Contractor will be paid the contract unit price per ton for Dense Graded Crushed Stone, which price shall include all materials, labor,tools, equipment, transportation, and all incidental work necessary to complete the work under this item to the satisfaction of the Engineer and as shown on the plan,as herein specified,and as directed. The quantity to be so paid for shall be based upon the weight of material as shown on weight slips attested to by a swom weigher.The weight slips shall be delivered to the site such material as is actually accepted and placed as herein specified shall be paid for. ITEM 460 HOT MIX ASPHALT TON Description The Contractor shall prepare and construct bituminous pavement to the thickness, lines and grades shown on the Drawings,as specified,and as directed by the Engineer. 1 Materials and Construction Methods Bituminous concrete supplied for the base course and wearing course shall meet the requirements in subsection M3.11.00,and shall be placed in accordance with Section 420 and 460 of the "Standard Specifications". Milling of the existing roadway pavement shall be done in accordance with the requirements of Section 120.66 of the "Standard Specifications". No bituminous concrete will be installed until the Engineer has inspected and approved the base onto which the bituminous concrete will be placed. The general composition and limits of the materials shall conform to the columns entitled'Binder Course" and"Top Course" as listed in Subsection M3.11.03 of the "Standard Specifications". No Bituminous concrete will be installed until the Engineer approves the job mix formula. Areas to receive new bituminous concrete pavement surfacing shall be laid in two courses consisting of 2 inch minimum compacted binder course and a 1-1/2"inch minimum compacted top or finish course. Each course shall be rolled and compacted to form a smooth dense surface. The finished elevation of the top course shall match those adjoining existing paved surfaces. Method of Measurement and Basis of Payment Under Item 460 of the Contract,the Contractor will be paid the unit price per ton of Hot Mix Asphalt placed,which price shall include payment for all materials, labor,equipment, and other incidental and appurtenant work to properly install the bituminous concrete to the line and grades shown on the Drawings,as specified herein,and as directed by the Engineer. The quantity to be 2- 7 so paid for shall be based upon the weight of the material as shown on weight slips attested to by a sworn weigher. The weight slips shall be countersigned by the Engineer, and only such materials as is actually accepted and placed shall be paid for. ITEM 501.1 GRANITE CURB, STRAIGHT LINEAR FOOT 1 Description The Contractor shall furnish and install granite curb to the lines and grades shown on Drawings, as herein specified, and in accordance with Section 501 of the "Standard Specifications". Materials and Construction Methods The granite curb shall be type VA4 conforming to Section of M9.04.1 of the Standard Specifications. Construction methods shall conform to Section 501.60 through 501.62 of the Standard Specifications. The curb shall be set in concrete. The concrete necessary for this work shall be paid for under this item. Excavation shall be for under Item 120.2. Basis of Payment and Method of Measurement Under Item 501.1 of the Contract,the Contractor will be paid the contract unit price per linear foot for Granite Curb,Straight furnished and installed, complete in place,including all materials,labor, equipment,tools, and miscellaneous work necessary to complete the work to the satisfaction of the Engineer. The quantity to be paid for shall be measured in the field by the Engineer by the linear foot and shall be the actual amount installed in accordance with these specifications. ' ITEM 697.1 SILTATION BOOM LUMP SUM Description The Contractor shall famish and install the silt boom complete in place,including all materials, labor,equipment,tools,maintenance, and miscellaneous work necessary to complete the work to the satisfaction of the Engineer. ' Materials and Construction Methods The flotation unit shall be closed cell foam; 8"diameter covered with 22 oz/square yard PVC coated polyester providing a buoyancy of at least 21 lbs/ft. ' The silt curtain shall be a woven polypropylene geotextile fabric with the following specification; Weight 5.0 ozlsquare yard Tensile Strength 200-220 lbs Elongation @ Break 20% Mullen Burst 480 psi 2- 8 1 Puncture Strength 120 lbs Tear Strength 80 lbs Abrasion Resistance NA EOS US Std. Sieve 40-50 425-300 microns Flow Rate 8 gpm/square foot The curtain shall be designed to prevent the migration of silt and turbidity from the work site. The curtain length shall be designed to be in contact with the bottom through out the entire tidal cycle. The curtain shall be equipped with ballast to ensure contact with the bottom. The Contractor shall provide an anchoring system, including mooring buoys to prevent the anchoring from submerging the boom. The Contractor shall maintain the siltation boom in proper working order. The Contractor shall remove the complete siltation boom system upon completion of all work within the waterway. Method of Measurement and Basis of Payment Under Item 697.1 of the Contract,the Contractor will be paid the contract lump sum price for Siltation Boom,which price shall include payment for all materials, labor, equipment, and maintenance as shown on the Drawings, as specified herein,and as directed by the Engineer. ITEM 701 CEMENT CONCRETE SIDEWALK SQUARE YARD Description The work to be done under this section consists of all work related to cement concrete placement for the sidewalk,including but not limited to installation of fomes and furnishing and placing cement concrete and welded wire fabric,as shown on the plans,and as specified herein. Materials and Construction Methods Cement concrete materials and construction methods shall conform to all the applicable provisions of Section 701 and with the additional requirements included herein. Concrete mix designs proposed for the project shall be submitted for review prior to construction. A certificate of compliance shall be delivered to the Engineer for each truckload of cement concrete delivered to the site. The certificate of compliance shall state that the mix delivered conforms to the approved mix design. ' Cement concrete materials shall conform to the requirements of the Standard Specification Section M4.02.00(Air-Entrained,4000 psi,%d',610). Concrete shall be Type 11 or IIA. Reinforcement shall be stored in a location suitable to the Engineer,which will protect the steel from rusting and exposure to the elements prior to being used in the construction. Welded wire fabric shall be epoxy coated and conform to Section M8.01.2 and M8.01.7 of the "Standard Specifications"and AASHTO-M55. Welded wire fabric shall be free of imperfections, dirt,loose scale,paint,oil,or other foreign substances that might tend to prevent bonding with Iconcrete. Surfaces shall be brushed to remove loose material. 2- 9 i li Q A preformed expansion filler conforming to M9.14 shall be placed between the sidewalk and the boat ramp. The joint shall be topped with a polyurethane joint sealer suitable for exterior use in a salt water environment. Finished surface shall receive a coarse broom finish. TESTING OF CONCRETE 1.Test Specimens: The Contractor will be required to make, cure and have tested,a minimum of one set of four test specimens from the concrete of each day's pour and for each fifty cubic yards of concrete cast in accordance with ASTM Designation C172,C31 and C39. One cylinder shall be broken after seven and fourteen days and two cylinders after twenty-eight days. 2. Slump: A slump test shall be made for each truckload of concrete in accordance with ASTM Designation C143. Slumps greater than design mix limit will be grounds for rejection of the concrete 3.Air Content: The Contractor shall make an air content test a minimum of once each day and from each fifty cubic yards of concrete by the pressure method in accordance with ASTM Designation C231. Air contents above or below the limits specified will be grounds for rejection. 4.Testing: All personnel and laboratories testing concrete shall be licensed by the Commonwealth of Massachusetts. The Contractor shall provide the Engineer with the name,address and a copy of applicable licenses of the testing company. The Contractor shall coordinate the date and location of tests with the Engineer before any concrete work is started. Results of concrete testing shall be delivered to the Engineer within three(3)working days of the tests. Method of Measurement The volume of cement concrete to be paid for under this item will be measured by the square yard, and the quantity shall be determined in accordance with the dimensions shown on the plans and such alterations of the plans as are specifically ordered in writing by the Engineer,and no allowance will be made for concrete placed beyond such limits. Basis of Payment Under Item 701 of the Contract,the Contractor will be paid the unit price per square yard for Cement Concrete Sidewalk,as shown on the plans,or as directed, complete in place,as accepted, which price shall include full compensation for shop drawings,construction and removal of forms, furnishing and placing bonding agent,furnishing and installing steel welded wire fabric,connectors, spacers,fasteners,bracing and placing concrete,testing,curing and finishing,all equipment, .machinery,tools and labor,and such other incidental work not otherwise provided for which may be required to execute the work properly in accordance with these provisions. ITEM 905.1 CLASS"D" CEMENT CONCRETE,3/8" AGGREGATE CUBIC YARD Description The work to be done under this section consists of all work related to cement concrete placement for ' the boat ramp,including but not limited to installation of forms and ftunishing and placing cement concrete and epoxy coated reinforcing steel for the now boat ramp,as shown on the plans,and as specified herein. 2- 10 1 Materials and Construction Methods Cement concrete materials and construction methods shall conform to all the applicable provisions of Section 901.40 through 901.72 of the"Standard Specifications" and with the additional requirements included herein. Concrete mix designs proposed for the project shall be submitted for reviewP rior to construction. A certificate of compliance shall be delivered to the Engineer for each truckload of cement concrete delivered to the site. The certificate of compliance shall state that the mix delivered conforms to the approved mix design. Cement concrete materials shall conform to the requirements of the Standard Specification Section ' M4 for 4,000 psi concrete. Three-eighths inch(3/8")coarse aggregate shall be used for all boat ramp construction,which will receive the"v" grooved finish. Concrete shall be Type II or IIA and conform to section 901.65 E(minimum cement content 726 lbs/cubic yard). Attention is directed to the provisions of Section 901.60 of the "Standard Specifications" concerning formwork The Contractor shall construct forms to the exact sizes,shapes,lines and dimensions shown on the plans to obtain accurate alignment,location,grades,and level and plumb work in the ' finished structure. After concrete placement and immediately after the forms are removed,all exposed concrete surfaces shall be rubbed with a carborundum brick to remove fins,bellies, projections,joint marks,etc.to obtain a smooth,dense surface,free from honeycombing, grain markings,bulges or depressions. Where concrete formwork and placement occurs below water,the Contractor shall take the necessary 1 steps to protect the concrete during construction. All sheering, shoring,bracing dewatering and pumping required to place the concrete in the dry shall be paid for under Item 950,Cofferdam. Reinforcement shall be stored in a location suitable to the Engineer,which will protect the steel from rusting and exposure to the elements prior to being used in the construction. Reinforcing bars and welded wire fabric shall be epoxy coated and conform to Section M8.01.0 and M8.01.7 of the"Standard Specifications"and AASHO-M31,Grade 60 and AASHO-M284. Reinforcing bars shall be free of imperfections,dirt,loose scale,paint,oil,or other forgein substances that might tend to prevent bonding with concrete. Surfaces shall be brushed to remove loose material. TESTING OF CONCRETE 1.Test Specimens: The Contractor will be required to make,cure and have tested,a minimum of one set of four test specimens from the concrete of each day's pour and for each fifty.cubic yards of 1 concrete cast in accordance with ASTM Designation C172,C31 and C39. One cylinder shall be broken after seven and fourteen days and two cylinders after twenty-eight days. 2. Slump: A slump test shall be made for each truckload of concrete in accordance with ASTM Designation C 143. Slumps greater than design mix limit will be grounds for rejection of the concrete 2- 11 3. Air Content: The Contractor shall make an air content test a minimum of once each day and from each fifty cubic yards of concrete by the pressure method in accordance with ASTM Designation C231. Air contents above or below the limits specified will be grounds for rejection. ' 4.Testing: All personnel and laboratories testing concrete shall be licensed by the Commonwealth of Massachusetts. The Contractor shall provide the Engineer with the name,address and a copy of applicable licenses of the testing company. The Contractor shall coordinate the date and location of tests with the Engineer before any concrete work is started. Results of concrete testing shall be delivered to the Engineer within three(3)working days of the tests. SHOP DRAWINGS 1. Shop drawings shall be of such detail and completeness that all fabrication and placement at the site can be accomplished. 2. Shop drawings shall include rebar layout,number of pieces,sizes,and grade of reinforcing steel, accessories,and any additional information required for fabrication and placement. Method of Measurement The volume of cement concrete to be paid for under this item will be measured by the cubic yard, 1 and the quantity shall be determined in accordance with the dimensions shown on the plans and such alterations of the plans as are specifically ordered in writing by the Engineer,and no allowance will be made for concrete placed beyond such limits. Basis of Payment Under Item 905.1 of the Contract,the Contractor will be paid the unit price per cubic yard for CLASS "D" CEMENT CONCRETE,3/8" AGGREGATE,as shown on the plans,or as directed, complete in place,as accepted,which price shall include full compensation for shop drawings, construction and removal of forms,furnishing and placing bonding agent,furnishing and installing epoxy coated steel reinforcement,connectors,spacers,fasteners,bracing and placing concrete, testing,curing and finishing,all equipment,machinery,tools and labor,and such other incidental work not otherwise provided for which may be required to execute the work properly in accordance with these provisions. ITEM 905.2 CONCRETE FILL LUMP SUM Description The Contractor shall famish and place pre-cast cement concrete fill in the locations shown on the plan, as herein specified and as directed by the Engineer. Materials and Construction Methods Cement concrete materials and construction methods shall conform to all the applicable provisions of I Section 901.40 through 901.72 of the"Standard Specifications" and with the additional requirements included herein. 1 Concrete mix designs proposed for the project shall be submitted for review prior to construction. A certificate of compliance shall be delivered to the Engineer for each truckload of cement concrete I 2- 12 delivered to the site. The certificate of compliance shall state that the mix delivered conforms to the approved mix design. Cement concrete materials shall conform to the requirements of the Standard Specification Section M4 for 3,500 psi, 3/4" aggregate concrete. Concrete shall be Type lI or IIA and conform to section 901.65 E(minimum cement content 622 lbs/cubic yard). Attention is directed to the provisions of Section 901.60 of the "Standard Specifications" concerning formwork. The Contractor shall construct forms to the exact sizes, shapes, lines and dimensions shown on the plans to obtain accurate alignment, location, grades, and level and plumb work in the finished structure. After concrete placement and immediately after the forms are removed, all exposed concrete surfaces shall be rubbed with a carborundum brick to remove fins, bellies, projections, joint marks, etc. to obtain a smooth, dense surface, free from honeycombing, grain markings,bulges or depressions. The finished surface shall receive a coarse broom finish. TESTING OF CONCRETE ' 1. Test Specimens: The Contractor will be required to make, cure and have tested, a minimum of. one set of four test specimens from the concrete of each day's pour and for each fifty cubic yards of concrete cast in accordance with ASTM Designation C172, C31 and C39. One cylinder shall be broken after seven and fourteen days and two cylinders after twenty-eight days. 2. Slump: A slump test shall be made for each truckload of concrete in accordance with ASTM Designation C143. Slumps greater than design mix limit will be grounds for rejection of the concrete 1 3. Air Content: The Contractor shall make an air content test a minimum of once each day and from each fifty cubic yards of concrete by the pressure method in accordance with ASTM Designation C231. Air contents above or below the limits specified will be grounds for rejection. ' 4. Testing: All personnel and laboratories testing concrete shall be licensed by the Commonwealth of Massachusetts. The Contractor shall provide the Engineer with the name, address and a copy of applicable licenses of the testing company. The Contractor shall coordinate the date and location of tests with the Engineer before any concrete work is started. ' Results of concrete testing shall be delivered to the Engineer within three (3) working days of the tests. Method of Measurement and Basis of Payment Under Item 905.2 of the Contract, the Contractor will be paid the lump sum for Concrete Fill, as shown on the plans, or as directed, complete in place, as accepted, which price shall include full compensation for construction and removal of forms, furnishing, bracing and placing concrete, testing, curing and finishing, all equipment, machinery, tools and labor, and such other incidental work not otherwise provided for which may be required to execute the work properly in accordance ' with these provisions. 1 ITEM 921.1 6'x6'FLOAT RAMP EACH Description 2- 13 1 The Contractor shall furnish and install timber float ramp with connections as shown on the Drawings,as specified,and as directed by the Engineer ' Materials and Construction Methods All timber except decking material shall be new Southern Yellow Pine,grade No.I in accordance with the Southern Pine Inspection Bureau. Mill Certificates shall be submitted for the timber utilized in the construction of the floats. All treated timber shall be treated by vacuum pressure process,full cell method,with CCA (Chromated Copper Arsenate),with a retention of 1.0 pounds per cubic foot and shall conform to AWPA Standard P-5 and Federal Specifications TT-W-550. Treatment method shall conform to AWPA Standard Specification C-2,C-14 and C-8 and Federal Specification TT-W-571. The ' Contractor shall furnish a detailed statement from the supplier covering the treatment of the timber. All timbers shall be full length, sound,well seasoned,and straight grained,free from shakes and large of loose knots and shall not have defects,which will diminish the durability of strength for the purpose intended. Decking material shall be Ipe as specified under Item 921.2. ' Deck fasteners shall be 3"-#12 stainless steel screws placed 2 per joist. All other hardware and structural steel shall be hot-dipped galvanized in accordance with ASTM A- 153. All structural steel angles,connection brackets,plates,cover plate,hinges and miscellaneous parts shall be fabricated from ASTM A 36 grade steel. All bolts,nuts and washers shall be fabricated in accordance with ASTM 307. Field cuts and bolt holes shall be treated with two brush coats of preservative approved for this purpose. ' Method of Measurement and Basis of Payment Under Item 921.1 of the Contract,the Contractor will be paid the Contract unit price per each for 6'x6'Float Ramp furnished, installed which price shall include the entire float system specified, furnished and complete in place,including all tools materials,equipment and all miscellaneous work necessary to complete the work to the satisfaction of the Engineer. ITEM 921.20 6'x20' TIMBER FLOAT, EACH Description The Contractor shall remove furnish and install new timber floats and as shown on the Drawings,as specified,and as directed by the Engineer Materials and Construction Methods All timber,except decking material shall be new Southern Yellow Pine,grade#1 in accordance with the Southern Pine Inspection Bureau. Mill Certificates shall be submitted for the timber utilized in the construction of the floats. 2- 14 1 t Treated timber shall be treated by vacuum pressure process, full cell method,with CCA(Chromated Copper Arsenate),with a retention of 1.0 pounds per cubic foot and shall conform to AWPA Standard P-5 and Federal Specifications TT-W-550. Treatment method shall conform to AWPA Standard Specification C-2,C-14 and C-8 and Federal Specification TT-W-571. The Contractor shall fimmish a detailed statement from the supplier covering the treatment of the timber. The Contractor shall furnish a statement that the timber utilized in the construction of the floats meets the grade specified in these specifications and a statement from the supplier covering the treatment of the timber. Field cuts and bolt holes shall be treated with two brush coats of preservative approved for this purpose. ' All timbers shall be full length,sound,well seasoned,and straight grained,free from shakes and large or loose knots and shall not have defects,which will diminish the durability or strength for the purpose intended. Decking Material—Ipe(Tabebuia SPP-Lapacho). All lumber shall be partially air dried to a moisture content of 15%-20%. Deck planks shall be 2"x6"or 1-1/2"x5-1/2" finished dimension. Surface-All lumber to be supplied S4S (surfaced four sides). E4E(eased four edges). Edges shall be eased to a radius of 1/8". Dimension Tolerance-(measured at 30%moisture content) shall be plus or minus 0.04"in both width and thickness. ' Overlength-All lumber shall be supplied 2 inches over the specified length, to allow for final trim and proper fit. End Coating—All lumber is to be supplied with the end sealed with Mobil CER-M, or equal aqueous wax log end sealer. Mechanical Properties—Ipe supplied shall meet or exceed mechanical properties as defined by U.S.Forest Product Laboratories. The values for mechanical properties are based on the 2" standard as follows: MC% Bending Strength Modulus of Elasticity Max. Crush Strength 12% 22,360 psi 3,140,000 psi 13,010 psi Janka side hardness is 3,680 lb. at 12%M.C. Average air dry density is 66 to 75 pcf. Basic specific gravity is 0.85—0.97. Fire Rating—Lumber supplied shall be naturally fire resistant without the use of any fire resistant preservatives to meet NFPA Class A and UBC Class L Grade—All lumber shall be graded as Iron Woods"m FEQ-Clear All Heart grading rules, defined ' as follows: 1. Lumber shall be graded both faces,and both edges. 2. Lumber shall be straight grained,maximum slope of grain to be 1:10. 2- 15 3. Lumber shall be parallel cut without heart center or sap wood. 4. Lumber shall be in sound condition, free from worm holes or knots. 5. Allowable Imperfections defined as Natural drying checks,Discoloration caused by chemical reaction,Bow or Spring which can be removed using normal installation methods and tools. 6.Not allowable Imperfections defined as—Longitudinal heart cracks,Internal cracks, firm or soft sap wood,Fungi Affects—(blue to grey,brown to red,white to yellow, or incipient decay), Deformation—(twisting or cupping)which cannot be removed during installation using normal installation methods and tools. Deck lumber shall be fastened with 3"-#12 stainless steel screws placed 2 screws per joist. Pre- drill and countersink prior to placement of screw. The end floats for each system shall include a 1-1/2"diameter,Schedule 40,hot-dipped galvanized steel handrail thru bolted to the frame of the float as shown on the plans. HARDWARE Deck fasteners shall be 3"-#12 stainless steel screws placed 2 per joist. All other hardware and structural steel shall be hot-dipped galvanized in accordance with ASTM A- 153. ' All structural steel angles,connection brackets,plates,cover plates hinges and miscellaneous parts shall be fabricated from ASTM A36 grade steel. 1 All bolts,nuts and washers shall be fabricated in accordance with ASTM 307. CLEATS Cleats shall be 8"galvanized gray iron open base type. Cleats shall be fastened with interior galvanized steel angles with two 5/16"diameter through bolts. Cleats shall be located on the ramp side of each float approximately 2' from each end(2 cleats per float). ' DOCK FENDERS Dock fenders shall be from extruded,non-marring,EPDM conforming to the requirements of ASTM D-2000,3BA,712,A14,B13,C12,F17,and G21. The fenders shall be grey and a minimum width ' of 4-1/4",height of 3-7/8"and wall thickness of 1/I'. Fenders shall be weather resistant to ensure that it will not warp,crack of deteriorate. Dock fenders shall be fastened to the floats with galvanized /z"x4"lag bolts with V4"xl-1/2"aluminum flat bar. Aluminum bar shall be series 6016 aluminum. Fenders shall be placed on all exposed sides of the floats. FLOTATION Flotation units shall consist of a preloaded high-density polyethylene shell,Marled HXM 501000 or ' equivalent. Flotation material shall be pre-formed expanded polystyrene. Flotation units shall be completely sealed,watertight and free of air pockets. PERFORMANCE The vendor shall submit a complete set of shop drawings in accordance with these specifications and the plan prior to commencement of manufacturing. Engineering calculations shall be prepared by a licensed engineer for the floating docks and shall be submitted with the shop drawings. 2- 16 Ili , Flotation units shall be designed to maintain the desired buoyancy and freeboard even if punctured or damaged. The flotation units shall be securely fastened to the frame of the floats. ' ANCHORAGE Floats shall be connected to the pile system with galvanized steel roller pipe hoops. Steel shall be ASTM A36,hot-dipped galvanizing shall be after fabrication.The exact location of the connection shall be as determined by the float manufacturer. The Contractor shall adjust the location of the connectors to ensure the proper functioning of the float systems. VERTICAL LOADS Dead loads shall consist of the entire weight of the floating structure and all appurtenances. Care shall be taken in locating various dead load elements to ensure that flat and reasonably level deck surface. Cross slope under dead load only shall not exceed 2%(1:50). A design live load of 50 pounds per square foot shall be used for sizing structural framing members ' and decking. This live load shall be applied to the entire area of the float. Uniform live load shall be 30 pounds per square foot minimum. Live point load shall be 400 pounds minimum applied at any point on the deck not closer than 12 inches from the edge. Freeboard under dead load conditions only shall equal 18"f 1". Freeboard under combined dead load and 30 lbs.per square foot uniformly live load shall not be less than 10". 1 Maximum cross slope and longitudinal slope shall not exceed 2%(1:50). Method of Measurement and Basis of Payment Under Item 921.20 of the Contract,the Contractor will be paid the Contract unit price per each for 6'x20'Timber Float,famished,installed which price shall include the entire float system specified, furnished and complete in place,including all tools materials,equipment,disposal and all miscellaneous work necessary to complete the work to the satisfaction of the Engineer. ITEM 950 COFFERDAM LUMP SUM Description The Contractor shall furnish and install a steel cofferdam around the ramp area. The work shall consist of furnishing and placing a temporary structure including walers,braces,coffers, soil testing, dewatering, etc.and all ancillary work may be required to construct the steel coffered structure to allow for construction of the boat ramp and walkway in the dry. Materials and Construction Methods Materials shall meet the minimum requirements of standard engineering practice for the construction ' of temporary cofferdam structures. All equipment(pumps etc.),soil tests,borings,materials labor necessary for the proper design, construction and water control shall be the responsibility of the Contractor and the cost shall be included under this item. 2- 17 The Contractor attention is drawn to the potential for the presence of rock/boulders/ledge in the area and shall base his bid accordingly. ' Prior to commencing any work,the Contractor shall submit shop drawings and engineering plans showing the cofferdam and sheeting design requirements. Shop drawings and engineering plans shall be prepared by a Registered Professional Engineer,licensed to practice in the Commonwealth of Massachusetts and shall bear the Engineer's seal and signature. Shop drawings shall be submitted to the Office of Fishing and Boating Access for review. ' Work shall not be started until all approvals are obtained and until all materials and equipment necessary for the construction of the cofferdam are on-site. ' Sufficient labor and equipment shall be employed to insure the completion of the coffered structure. The sheeting shall be securely and satisfactorily braced to withstand all pressures to which it may be subjected and shall be sufficiently tight to prevent any flow of water or material into the space where concrete is to be deposited. The sheeting shall be driven to sufficient depth to safely resist all imposed earth and hydrostatic loads. Jetting of sheeting id prohibited.No sheeting may be left so as to create a possible hazard to navigation,safety of the public,obstruction of water flow,or hindrance to traffic of any kind. The work under this section shall conform to the relevant provisions of Section 140.60,Cofferdam of the Standard Specifications except as herein specified. No cut-off material shall be allowed to be left;all cutoff material will become the property of the Contractor and shall be removed from the site. ' The responsibility for satisfactory design and construction of the cofferdam structure shall rest with the Contractor. Any work done which in the performance of incidental construction is not acceptable for the intended purpose shall be either repaired or removed and reconstructed by the Contractor at the Contractor's expense. Method of Measurement and Basis of Payment Under Item 950 of the Contract,the Contractor will be paid the lump sum price for Cofferdam, which price shall include full compensation for temporary cofferdam engineering design and shop drawings,soil tests,all labor,materials,tools,water control,equipment,transportation,installation, removal and disposal,and all incidental work necessary to complete the work under this item. ITEM 983.1 ARMOR STONE-NEW TON Description The contractor shall firmish and install new armor stone around the boat ramp and as shown on the ' Drawings,as herein specified,or as directed by the Engineer. Materials and Construction Methods Armor stone shall consist of sound durable rock which is angular in shape. Rounded stones, boulders, sandstone, or similar soft stones or relatively thin slabs will not be accepted. Toe stones shall be 2 tons,all other stone shall vary between one and two tons. 1 2- 18 Toe stones shall be placed in a trench and backfilled. The Contractor shall regrade the subbase as indicated before placing the filter cloth and bedding stone. Filter cloth and bedding stone shall be paid for under separate items. Armor stone shall be placed so that every part of the face of the stone shall be within three (3)inches (above or below)of the slope indicated on the Drawings. Armor stone for boat ramp protection shall be placed as soon as possible after concrete work is completed. The stones shall be set by a competent operator of equipment suitable to for the work. ' Stone shall be placed to form an interlocking, compact mass with minimum voids. Voids shall be chinked with stones of approximately the same size of the void. The use of crushed stone will not be allowed. All stone shall be firmly set to prevent movement. All existing armor stone shall be reset and accepted by the Engineer prior to use of new armor stone. Method of Measurement and Basis of Pavment Under Item 983.1 of the Contract, the Contractor will be paid the contract unit price per ton for Armor Stone - New fiunished and placed which price shall include all labor, tools, materials, equipment,and all work necessary to complete the work to the satisfaction of the Engineer. The quantity to be paid for shall be based upon the weight of material as shown on weight slips attested to by a sworn weigher. The slips shall be delivered to the site of the work and shall be countersigned by the Engineer, and only such material as is actually accepted and placed as herein specified shall be paid for. ITEM 983.2 ARMOR STONE—REMOVE AND RESET SQUARE YARDS ' Description The contractor shall remove and reset armor stone around the boat ramp and as shown on the Drawings,as herein specified,or as directed by the Engineer. ' Materials and Construction Methods Armor stone shall consist of the existing stone on site. All existing armor stone shall be placed prior ' to the use of new armor stone. Toe stones shall be placed in a trench and backfilled. The Contractor shall regrade the subbase as indicated before placing the filter cloth and bedding stone. Filter cloth and bedding stone shall be paid for under separate items. Armor stone shall be placed so that every part of the face of the stone shall be within three(3)inches (above or below)of the slope indicated on the Drawings. Armor stone for boat ramp protection shall be placed as soon as possible after concrete work is completed. The stones shall be set by a competent operator with equipment suitable to for the work. 2- 19 Stone shall be placed to form an interlocking, compact mass with minimum voids. Voids shall be chinked with stones of approximately the same size of the void. The use of crushed stone will not be allowed. All stone shall be firmly set to prevent movement. All existing armor stone shall be placed and accepted by the Engineer prior to the use of new armor stone. Method of Measurement and Basis of Payment Under Item 983.2 of the Contract,the Contractor will be paid the contract unit price per square yards ' for Armor Stone — Remove and Reset famished and placed which price shall include all labor, tools, materials, equipment, and all work necessary to complete the work to the satisfaction of the Engineer. ' The quantity to be paid for shall be based upon the number of square yards placed as measured by the Engineer. ITEM 9833 FILTER FABRIC LUMP SUM ' Description Work under this item consists of furnishing and placing filter fabric materials in the locations indicated on the Drawings,as herein specified. Materials and Construction Methods Filter fabric shall be a woven fabric, manufactured from high modules, high strength, chemical resistant materials to conform to the minimum specifications contained herein. The fabric shall have a minimum grab strength of 370 lbs. when tested in accordance with ASTM D4632. Filter fabric shall be equivalent to"MIRAFI FW700" as manufactured by Mirafr,Inc.,or and approved equal. The filter fabric shall be placed in conjunction with the placement of the armor stone and the boat ramp. The filter fabric shall be placed in one (1) layer, from top of slope to bottom of slope. The joints of the filter fabric shall be staggered at least six(6)feet apart. The fabric shall be overlapped at least three(3)feet. Ends of fabric shall not butt each other. ' Method of Measurement and Basis of Payment Under Item 9833 of the Contract,the Contractor will be paid the lump sum price for Filter Fabric furnished and installed which price shall include all tools, equipment, material, labor and all ' incidental work necessary to complete this item to the satisfaction of the Engineer. ITEM 1001 12" STEEL PIPE PILES LI NEAR FOOT Description The contractor shall furnish and install the steel piles as shown on the plans, as specified herein and as directed by the Engineer. ' QUALITY ASSURANCE Except as noted,work shall conform to the latest editions of the following codes, specifications and standards: 1. American Society for Testing and Materials(ASTM) 2- 20 2. American Welding Society(AWS) ' 3. American Institute of Steel Construction(AISC) 4. Steel Structures Painting Council(SSPC): Submit for approval by Owner proposals for the following items: ' I. Driving plan and schedule for installation of the piles. 2. Method of installation of piles including size and type of pile hammer. ' 3. Templates and false work to be used for support and layout of piles during driving. ' 4. Certificates: Certify that materials are new and meet or exceed specification requirements. ' PRODUCT HANDLING Piles shall be handled with care to prevent damage to pile and coating. Damaged piles will be rejected and replaced at no additional cost to the Owner. Piles shall be stored with a space beneath the piles and situated to prevent being exposed to standing water. MATERIALS ' Piles shall be new ASTM A252 Grade 3, seamless or single straight seam welded Steel Piles Steel Pipe Piles, 12"O.D. x 0.5"wall thickness. Spiral welded pipe shall not be allowed. All piles shall be a fusion bonded epoxy coating system. The coating shall be Scotchkote #206N Fusion Bonded Epoxy Coating as manufactured by 3M Company, Electro-Products Division, St. Paul, MN: or equivalent by Armstrong Products Corporation of Warsaw,Indiana or approved equal. ' Concrete fill for rock sockets and piles shall conform to the requirements of Section'M4 of the Standard Specifications and shall have a minimum compressive strength of 5000 psi at 28 days. Maximum aggregate size shall be 3/8 inch. EXECUTION All surfaces shall be thoroughly prepared for coating application in strict conformance with the coating manufacturer's recommendation. All cleaning and coating must be performed in a heated building. Preceding grit blasting, steel must be heated to at least 100 degrees F. to eliminate possibility of moisture on the surfaces to be cleaned and coated. ' Grit blasting shall be to clean grey metal, at least equivalent to a Near White as defined by SSPC Specification SP-10. All work blasted in one day must be coated on that day. ' Any areas of the surface which show traces of oil, grease, or other organic matter shall be removed prior to coating. The contamination shall be removed by using either a solvent or spot blasting. ' All surfaces to be coated must be completely dry, free of moisture, soil,dust and grit at the time of coating is applied. 2- 21 The Owner's representative shall have access to each part of the process and shall have the right and ' opportunity to witness any of the quality control test and/or perform such test himself on a random sampling basis. ' The fusion bonded epoxy coatings shall be applied in an environmentally controlled plant that is fully enclosed. The coating system shall be fully automatic with the capabilities of preheating and post baking. The grit.blast cleaning machine shall be fully automatic and fully enclosed in an environmentally control plant. The finished coating thickness shall be 10 mils nominal as tested in accordance with ASTM-G12. ' The coating material shall be applied strictly in accordance with the coating manufacturer's recommendation as to coating application procedure and curing schedule. In no case shall the oven temperatures or temperature of the piles during any part of curing process, exceed 260 C(500T). The cured coating shall be uniform color,gloss and thickness, and shall be free of blisters,pinholes, fish eyes, sags,runs and any other irregularities. The coater shall be responsible for all quality control checking including visual inspection, thickness measurements and holiday testing, and shall keep records on the results of all such inspections in a form suitable to the Owner's representative. Field surface preparation and coating shall only take place on items requiring field and coating shall only take place on items requiring field assembly or touch up including pile connections and ' weldments,scraps,chips and areas where the coating has been damaged. Grind, wire brush or otherwise clean to grey metal. Work to be at least equivalent to Power Tool Cleaning as specified by SSPC specification SP-3. All work cleaned must be coated on that day. Any areas of the surface which show traces of oil, grease, or other organic matter shall be removed prior to coating. The contamination shall be removed by using either a solvent or spot blasting. All surfaces to be coated must be completely dry, free of moisture, soil, dust and grit at the time the coating is applied. ' The touch up epoxy material shall be a two-part epoxy system designed and color-matched for patching the epoxy coating used on the steel pilings. Mixing ratio of Part A to Part B shall be 1:1 by volume. The two parts must be thoroughly mixed until a uniform color is achieved. If thinning is required, thin each part separately to minimize loss of pot life with thinner recommended by the producer. Pot life should be approximately 8 hours. Material shall be capable of being applied with ordinary brush or roller at a temperature of 55° F. and above. A tack free surface should be achieved in 2 to 3 hours at 72T. Full cure should be achieved in 3 to 5 days at 72T. Care should be exercised in handling parts before they are fully ' cured. Coating which in the opinion of the Engineer does not meet acceptance shall be redone at no additional cost. Driving equipment and method shall be reviewed and approved by the Engineer prior to ' commencement of installation. Methods of installation that are acceptable are vibro-hammer or 2- 22 impact hammer method and equipment must be approved by the Engineer prior to installation. Obstructions can be removed by jetting only after approval of the engineer. Pile/Vibratory Hammers: Air, steam or diesel-powered, of a type approved by the Owner. The hammer famished shall have a capacity at least equal to the hammer manufacturer's recommendation for the total weight of pile and character of subsurface material to be encountered. ' The minimum driving energy of the hammer shall be 16,000 foot-pounds. For piles of any length, the maximum driving energy of the hammer shall be operated at the rate recommended by the manufacturer throughout the entire driving period. Sufficient pressure shall be maintained at the ' hammer so that: (1) for double-acting hammer, the number of blows per minute during and at the completion of driving of a pile is equal to at least 90%of that at which the hammer is rated; (2) for single-acting hammer, there is a full upward stroke of the ram; and (3) for differential-type hammer,there is a slight rise of the hammer base during each upward stroke. Driving Helmets: The driving helmet or cap shall be capable of protecting the head of the pile, minimizing energy absorption, and transmitting the hammer energy uniformly and consistently during the entire driving period. The driving helmet of cap shall fit snugly on the top of the pile so that the energy transmitted to the pile is uniformly distributed over the entire surface of the pile head. Demonstrate to the Owner that the Equipment to be used on the project performs the above functions. HANDLING ' Inspect piles in the leads, and where the protective coating is impaired the piles shall be repaired unless the pile is damaged to such extent that it is rejected. Rejected piles will be replaced at no additional cost to the Owner. Support pile laterally during driving, but not unduly restrained from rotation in the leads. Where pile orientation is essential,take special care to maintain the orientation ' during driving. Piles are to be driven without interruption to the required tip elevation shown on the plans. All piles shall be supported by the use of fixed lead or by a method approved by the Engineer. ' Tolerances in Driving: Heads of piles shall be within 2 inches of the location indicated. Manipulation of piles to force them into position will not be permitted. Check all piles for heave. Re-drive heaved piles to the required bearing capacity. ' INSTALLATION All piles shall be driven to required tip elevation. Cutoff shall be as indicated on Drawings. ' All piles shall be marked at a given distance from the bottom,which will show above the waterline after driving, so that the bottom elevation of each pile and its relation with adjacent piles can be recorded. ' No pile splices will be permitted. ' Contractor shall notify Owner 48 hours prior to pile driving and no piles shall be driven to final position without the presence of the Owner's Representative. Piles damaged, mislocated or driven out of alignment shall be replaced as directed at no additional ' cost to the Owner. 2- 23 tRECORDS A complete and accurate record of each pile shall be famished by the Contractor. The record shall indicate the pile location, size,length,hammer(make and model),number of blows for each foot of penetration, number of blows per inch for the final 6 inches of penetration, and all other pertinent information. ' METHOD OF MEASUREMENT AND BASIS OF PAYMENT Under Item 1001 of the contract, the Contractor will be paid the contract unit price per linear foot under STEEL PIPE PILES, for epoxy coated steel pipe piles, furnished and in place, which price shall include full compensation for all materials, tools, equipment, grading, disposal, labor and all incidental work necessary to complete the work under this item to the satisfaction of the Engineer. The quantity to be paid for shall be based upon the final pile length as set in place from the pile tip to the cut off elevation as designated on the plans. ' ITEM 1002 ROCK SOCKET FOR STEEL PILE 12.75-INCH O.D. EACH Description The Contractor shall furnish and install rock sockets for 12.75-inch O.D. concrete filled steel pipe piles as shown on the Drawings,as specified and as directed by the Engineer. Materials and Construction Methods ' Concrete fill for rock sockets and piles shall conform to the requirements of Section M4 of the Standard Specifications and shall have a minimum compressive strength of 5000 psi at 28 days. Maximum aggregate size shall be 3/8 inch. ' Open end vertical and batter piles shall be socketed into"sound"rock as shown on the plans and/or directed by the Engineer. Top of"sound"rock will be determined by the Engineer monitoring pile installation based on visual observations of installation of the casing for the socket construction, advancing the down-hole hammer and/or drilling such as penetration rate and consistency, cuttings and drill tool performance. The following procedures shall be followed in the construction of rock sockets: a. Install temporary casing on till or weathered rock or rock as necessary to facilitate rock drilling. In areas where dredging has been previously conducted, the casing shall be seated on the dredged rock surface. Casing size shall be of adequate dimension to accommodate a 16.75-inch diameter (minimum) socket in rock to accommodate a 12.75-inch diameter pipe. Casing shall be provided with cutting teeth to achieve a firm seating. b. Drill rock socket, 16.75-inch diameter minimum, using a down-hole hammer or equivalent. Clean socket of cuttings with airlift. c. Tremie concrete the rock socket. ' d. Immediately seat 12.75-inch diameter steel pipe open ended in the socket moving it down through tremied concrete. e. Tremie concrete rest of the pipe pile. f. Pull out temporary casing. 2- 24 g. Continuously maintain position of pile undisturbed until concrete in socket is thoroughly set. Method of Measurement and Basis of Payment Under Item 1002 of the Contract, the Contractor will be aid the contract unit rice per each for P P each Rock Socket for Steel Pile, 12.75-inch O.D. complete in place, which price shall constitute full compensation for fumishing and installing rock sockets, installation of casings with special cutting edge, drilling of overburden and weathered rock, cleaning of rock socket, tremie concrete of socket, placing of steel pipe pile in the socket, and the furnishing of all materials, hardware, labor, tools,equipment,labor,supervision and all incidental work in connection therewith. 1 2- 25 COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF FISH&GAME OFFICE OF FISHING AND BOATING ACCESS SPECIAL PROVISION FOR PARTICIPATION BY MINORITY OR WOMEN'S BUSINESS ENTERPRISES (Implementing Chapter 102,Section 24 and Chapter 273, Section 124, of the Acts of 1994) Revised:August 25,2009 I. M/WBE PARTICIPATION GOAL On this contract, the Department of Fish and Game has established a goal for participation by Minority or Women Business Enterprise(s). One half of the goal shall be met in the form of contractor activity. This goal shall remain in effect throughout the life of the contract. Minority or Women Business Enterprises 11.4% MBE 7.4% WBE 4% II. POLICY It is the policy of the Department of Fish and Game that Minority and Women Business Enterprises(M/WBEs) shall have the maximum opportunity to participate in the performance of its state funded contracts. III. M/WBE OBLIGATION The contractor agrees to take all necessary and reasonable steps to ensure that MBE and WBEs have the maximum opportunity to compete for,and to perform,Department contracts. IV. FAILURE TO COMPLY WITH M/WBE REQUIREMENTS All contractors and subcontractors are hereby advised that failure to carry out the requirements of these provisions constitutes a breach of contract which may result in termination of the contract, a determination that the contractor or subcontractor be barred from bidding on Department contracts for up to three (3) years, or any other remedy as the Department may impose under section XI of these special provisions. V. REQUIRED SUBCONTRACT PROVISIONS The Prime Contractor shall include the provisions of sections II, III, and IV above in every subcontract making those provisions binding on each subcontractor,supplier,manufacturer,consultant or service provider. VI. DEFINITIONS For the purpose of these special provisions,the terms listed below are defined as follows: "Minority Business Enterprise or MBE means any individual, business organization, or non-profit corporation certified as an MBE or as a Portuguese owned firm by the State Office of Minority and Women Business Assistance (SOMWBA), or by the Department for the purposes of a particular bid or proposal to be submitted to the Department. 31 COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF FISH&GAME OFFICE OF FISHING AND BOATING ACCESS rWomen Business Enterprise or WBE means any individual; business or organization, or non-profit corporation certified as a WBE by SOMWBA, or by the Department for the purposes of a particular bid or proposal to be submitted to the Department. "Contractor activity"means any work,including but not limited to,construction, demolition, renovation,survey, test boring services,or maintenance work performed under the contract. "Approved Joint Venture" means a joint venture between a M/WBE(s) and a non-M/WBE(s), which has been established for the purpose of participation on a particular contract,where: 1. The M/WBE partner(s) shares in the ownership, control, management responsibilities, risks and profits of the joint venture;and 2. The joint venture has been approved by the Department for M/WBE participation on the particular contract. "Equipment Rental Firm" means a firm that owns equipment and assumes actual and contractual responsibility to rent said equipment to perform a useful function of the work of the contract consistent with nominal industry practice. "Material Supplier" means a vendor engaged in sales to the highway construction industry from an established place of business or source of supply,which: 1. Manufactures goods from raw materials or substantially alters them before resale,or 2. Provides and maintains a storage facility for materials used in the work, consistent with normal industry practice. "SOMWBA"means the Massachusetts State Office of Minority and Women Business Assistance. .VII.ELIGIBILITY of M/WBEs Only firms, other than the Prime Contractor,which have been certified by SOMWBA and/or the Department as eligible to participate on state funded contracts as MBEs, Portuguese owned businesses or WBEs may be used on this contract for credit toward the M/WBE participation goal. 1. SOMWBA Directory of Certified M/WBEs: The State Office of Minority and Women Business Assistance publishes a Directory of certified MBE and WBEs. This Directory can be obtained from SOMWBA. It lists those firms which have been certified as minority or Portuguese owned(MBEs) or women owned(WBEs) in accordance with the criteria of 425 CMR 2.00 et seq to participate as M/WBEs on state funded contracts. It also lists the kinds of work in which each firm engages but does not constitute an endorsement of the quality or performance of any business and does not represent Department subcontractor approval. 2. Application for Certification by the Department for a Particular Project: A firm which has (1) submitted a fully completed M/WBE application to SOMWBA at least 30 days previously,.(2) has provided in a timely manner, any additional information which may have been requested by SOMWBA,and(3)can provide evidence,satisfactory to the Department,of a bidder's conditional commitment to subcontract with the firm, if certified,may apply directly to the Department to be certified for participation on the particular contract. ' 32 ' COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF FISH&GAME OFFICE OF FISHING AND BOATING ACCESS ' 3. Joint Venture Approval: To obtain recognition as an approved joint venture between a M/WBE(s) and a non-/M/WBE(s),the joint venture must provide to the DF&G Office of Civil Rights, at least 14 business days before the bid opening date, an application for joint venture participation approval, and a copy of the joint venture agreement, which shall include a detailed breakdown of the following: (a) Capital participation by the M/WBE, (b) Specific equipment to be provided to the joint venture by the M/WBE, (c) Specific responsibilities of the M/WBE in the management of the joint venture, (d) Workforce and specific skills to be provided to the joint venture by the M/WBE,and (e) Percentage distribution to the M/WBE of the projected profit or loss incurred by the joint venture. (f) The joint venture shall provide all such additional information as may be requested by the Department for the purpose of determining joint venture eligibility. VIII. COUNTING M/WBE PARTICIPATION TOWARDS M/WBE GOALS In order for M/WBE participation to count toward the contract goal, the M/WBE must have independently managed, supervised and performed the contract work with its own workforce, equipment and resources. M/WBE participation which fulfills these requirements shall be counted toward meeting the M/WBE goal in accordance with the following rules: 1. If a firm has been determined to be an eligible MBE.or WBE, the total dollar value of the contract performed by the M/WBE is counted toward the applicable goal as follows: a. Except as provided below, in section VIII (1)(g), work performed by a M/WBE prime contractor shall not be counted toward the M/WBE goal, and all prime contractors, including M/WBE prime contractors,must comply with the M/WBE requirements of this contract. b. For a M/WBE material supplier, sixty percent (60%) of the amount to be paid for materials and supplies required under this contract shall be credited toward the goal. C. For a M/WBE who provides a bonafide service such as professional, technical, consultant or managerial services and assistance in the procurement of essential personnel, facilities, equipment, materials, or supplies required for performance of the contract, reasonable fees or commissions charged for the service shall be listed,but the cost of items themselves shall not be credited. d. For a M/WBE hauler,trucker, or delivery service, which is not also the manufacturer of or a regular dealer in the materials and supplies, reasonable fees charged for delivery of materials and supplies required on the job site shall be credited;the cost of the materials and supplies themselves shall not be credited. C. For a M/WBE who provides any bonds or insurance specifically required for the performance of the contract, reasonable fees or commissions charged for such service shall be listed, but the face amount or actual 1 premium paid for the bond or insurance shall not be credited. f The Department shall determine if the fees or commissions listed in accordance with paragraphs(c), (d),and(e)are not excessive as compared with fees or commissions customarily allowed for similar services. 3-3 COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF FISH&GAME OFFICE OF FISHING AND BOATING ACCESS g. That portion of the contract total dollar value equal to the percentage of ownership and control of the M/WBE partner(s) in an approved joint venture shall be counted toward the contract goal, except that credit for MIWBE participation in an approved prime joint venture shall not exceed one half of the contract goal. IX AWARD DOCUMENTATION AND PROCEDURES 1. The two lowest bidders, including any M/WBE bidder, shall submit, by the close of business on the third business day after the bid opening, a completed Schedule of M/WBE participation, in the form attached, which shall list: a. The full company name, address and telephone number of each M/WBE with whom the bidder intends to make a commitment; b.. The contract item(s), by number(s) and quantity(ies), if applicable, or specific description of other business activity to be performed by each M/WBE as set forth in the Letters of Intent. The bidder shall list only firms which have the capacity to perfomt, manage and supervise the work proposed in accordance with the requirements of section X of these special provisions. C. The total dollar amount to be paid to each M/WBE. (Bidders are cautioned that at least one half of the participation goal must be met with contract work.) d. The total dollar amount to be paid to each M/WBE which is eligible for credit toward the M/WBE goal under the crediting rules set out in section VIII. e. The total creditable M/WBE participation as a percentage of the total bid price. 2. All firm listed on the Schedule must be currently certified. The bidder may list a newly certified firm which is not.yet listed in the SOMWBA Directory,but is urged to obtain a copy of the SOMWBA certification letter from the M/WBE and attach it to the Schedule of Participation. 3. The two lowest bidders shall submit with their Schedules of Participation,fully completed,signed Letters of Intent from each of the M/WBEs listed on the Schedule. The Letters of Intent shall be in the form attached and shall identify specifically the contract activity the M/WBE proposes to perform, expressed as contract item number; if applicable, description of the activity, quantity, unit price and total price. In the event of discrepancy between the Schedule and the Letter of Intent,the Letter of Intent shall govern. 4. Failure to meet, or to demonstrate good faith efforts to meet, the requirements of these special provisions shall render a bid non-responsive. Therefore, in order to be eligible for award, the bidder (1) must list on the Schedule of Participation, and provide the required Letters of Intent for, M/WBE participation which meets or exceeds the contract goal in accordance with the terms of these special provisions or (2) must demonstrate, to the satisfaction of the Department, that good faith efforts were made to achieve the goal. If the Commission finds that the percentage of M/WBE participation submitted by the bidder on its Schedule does not meet the contract goal, or that the Letters of Intent were not timely filed, and that the bidder has not demonstrated good faith efforts to comply with these requirements,it shall reject the bidder's proposal and may retain the proposal guaranty. 5. Evidence of good faith efforts will be evaluated by the Department in the selection of the lowest responsible bidder. 34 . COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF FISH&GAME OFFICE OF FISHING AND BOATING ACCESS All information requested by the Department for the purpose of evaluating the bidder's efforts to achieve the goal must be provided within seven days after the bid opening date and must be accurate and complete in every detail. The apparent low bidder's attainment of the M/WBE goal or a satisfactory demonstration of good faith efforts, is a prerequisite for award of the contract. Actions which constitute evidence of good faith efforts to meet a M/WBE goal include,but are not limited to,all of the following: a. Efforts made to select portions of the work proposed to be performed by M/WBE's in order to increase the likelihood of achieving the stated goal, including, where appropriate,but not limited to, breaking down contracts into economically feasible units to facilitate M(WBE participation. The value of such work is required to at least equal the M/WBE goal. 1 b. Reasonable written notification prior to the opening of bids soliciting individual M/WBEs interested in participation in the contract as subcontractors, regular dealers, manufacturers, consultants, or service providers and identifying the specific items or type of work being solicited. C. Written notification to M/WBE economic development assistance agencies and organizations which provide assistance in recruitment and placement of M/WBEs, describing the type of work,supplies or services being considered for M/WBE subcontracting on this contract. d. Efforts made to negotiate with M/WBEs for specific items of work including evidence of: (1) The names,addresses,telephone numbers of M/WBEs who were contacted,the dates of initial contact and whether initial solicitations of interest were followed up by contacts with M/WBEs to determine with certainty whether the M/WBEs were interested. Personal or phone contacts are expected. (2) A description of the information provided the M/WBEs regarding the plans and specifications and estimated quantities for portions of the work to be performed. (3) A statement of why additional agreements with M/WBEs were not reached. (4) Documentation of each M/WBE contacted but rejected and the reasons for the rejection. e. Absence of any agreements between the contractor and the M/WBE in which M/WBE promises not to provide subcontracting quotations to other bidders. f. Efforts made to assist the M/WBEs that need assistance in obtaining bonding, insurance, or lines of credit required by the contractor. ' g. Documentation that qualified M(WBEs are not available,or are not interested. h. Attendance at any meeting scheduled by the Department to encourage better contractor-M/WBE relationships and/or to inform M/WBEs of forthcoming M/WBE utilization opportunities. i. Advertisement, in general circulation media, in trade association publications and in disadvantaged business enterprise-focused media,of interest in utilizing hMBEs and the area of interest. j. Efforts to effectively use the services of available minority community organizations; women organizations, minority, women and disadvantaged contractor's groups; local, state and federal disadvantaged business assistance offices; and other organizations that provides assistance in recruitment and placement of M/WBEs. ' 3-5 COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF FISH&GAME OFFICE OF FISHING AND BOATING ACCESS 6. The demonstration of good faith efforts must establish that the contractor has actively and aggressively sought out M/WBEs to participate in the project and has taken all actions which could be reasonably expected to achieve the goal. Examples of circumstances or actions not acceptable as reasons for failure to meet the M/WBE goal,include,but are not limited to: a. The M/WBE was unable to provide performance and/or payment bonds. 1 b. The M/WBE's commercially reasonable bid was rejected based on price. C. The M/WBE would not agree to perform items of work at the unit bid price. d. The Contractor does not want to subcontract a percentage of the work sufficient to meet the goal. e. Solicitation by mail or fax only. X. COMPLIANCE 1. All activity performed by an M/WBE for credit toward the contract goal must be performed, managed and supervised by the M/WBE. Prime Contractor shall not enter into,or condone,any other arrangement. 2. The Prime Contractor shall not perform with its own organization, or assign to any other business, any activity designated for the M/WBE(s) named on the Schedule submitted by the Prime Contractor under section IX, or under section X(6), without the approval of the Department in accordance with the requirements of sections X(6) and(10). 3. The Department may (1) suspend payment for any activity which was not performed by the M/WBE to whom the activity was committed on the approved Schedule of Participation, or which was not performed in accordance with the requirements of subsection X(l). 4. The Department retains the right to approve or disapprove all subcontractors. Requests by the Prime Contractor for approval of participation by a M/WBE subcontractor for credit toward the contract goal must include, in addition to any other requirements for subcontractor approval,the following: a. A copy of the proposed subcontract. The subcontract must be for at least the dollar amount, and for the work described,in the Prime Contractor's Schedule of Participation. b. A resume stating the qualifications and experience of the M/WBE superintendent and/or foreperson who will supervise the on-site work. A new resume will be required for any change in supervisory personnel during the progress of the work. C. A Schedule of Operations indicating when the M/WBE is expected perform the work. d. A list of(1) equipment owned by the M/WBE to be used on the project, and (2) equipment to be leased by the M/WBE for use on the project. C. A list of: (1) all projects (public and private) which the M/WBE is currently performing, (2) all projects (public and private) to which the M/WBE is committed, (3) all projects (public and private) to which the M/WBE intends to make a commitment. For each contract, list the contracting organization,the name and telephone number of a contact person for the contracting organization,the dollar value of the work, a description of the work, and the M/WBE's work schedule for each project. 36 COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF FISH&GAME OFFICE OF FISHING AND BOATING ACCESS ' 5. If, pursuant to the subcontractor approval process, the Department finds that a M/WBE subcontractor does not have sufficient experience or resources to perform, manage and supervise work of the kind proposed in accordance with the requirements of section X(I), approval of the M/WBE subcontractor may be denied. In the event of such denial, the Prime Contractor shall proceed in accordance with the requirements of sections X(6) and (10). 16. If, for reasons beyond its control, the Prime Contractor cannot comply with its M/WBE commitment in accordance with the Schedule of participation submitted under section IX and the terms of these special provisions, the Prime Contractor shall submit to the Department the reasons for its inability to comply with its obligations under �. section I and shall submit, and request approval for, a revised Schedule of Participation. If approved by the Department, the revised Schedule shall govern the Prime Contractor's performance in meeting its obligations under these special provisions. 7. A Prime Contractor's compliance with the participation goal in section I shall be determined by reference to the required percentage of the total contract price, including any additions and modifications thereto, provided, however, that no decrease in the dollar amount of a bidder's commitment to any M/WBE shall be allowed without the approval of the Department. 8. If the contract amount is increased,the Prime Contractor shall submit a revised Schedule of Participation in accordance with sections X(6)and(10). 9. In the event of the decertification of a M/WBE participating or scheduled to participate on the contract for credit toward the goal, the Contractor shall proceed in accordance with sections X(6)and(10). 10. The Prime Contractor shall notify the Department immediately of any facts which come to its attention indicating that it may or will be unable to comply with any aspect of its M/WBE obligation under this contract. 11. Any notice required by these special provisions shall be given in writing to the Engineer with a copy to the DF&G,Office of Fishing and Boating Access, 1440 Soldiers Field Road,Brighton,MA 02135. 12. The Prime Contractor shall submit to the Department in the form attached, and in accordance with the directions thereon,a Record of Payment to Minority/Women/Disadvantaged Business Enterprises. 13. The Contractor shall pay each M/WBE for satisfactory performance of its contract no later than 10 days from receipt of payment for the work from the Department. Any delay or postponement of payment to the M/WBE(s)must be for good cause and only with the prior approval of the Department. 14. The Department may withhold the Contractor's next periodic payment if each M/WBE is not paid in accordance with subsection X(13). 15. The Department may require specific performance of the Prime Contractor's commitment under the contract by requiring the Prime Contractor to subcontract with a M/WBE for any contract or specialty item. XI. SANCTIONS If the Prime Contractor does not comply with the terms of these special provisions and cannot demonstrate to the satisfaction of the Department that good faith efforts were made to achieve such compliance, the Department may, in addition to any other remedy provided for in the contract, and notwithstanding any other provision in the contract: 1 ' 37 COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF FISH&GAME OFFICE OF FISHING AND BOATING ACCESS 1. Retain, in connection with final acceptance and fmal payment, an amount determined by multiplying the total contract amount by the percentage in section I, less the amount paid to approve M/WBE(s) for work performed under the contract in accordance with the provisions of section X. The Prime Contractor shall have the right to appeal such retention of funds in accordance with the provisions of M.G.L. c.30A. 2. Suspend, terminate or cancel this contract, in whole or in part, and call upon the Prime Contractor's surety to perform all terms and conditions in the contract. 3. In accordance with 720 CMR 5.05(1)(0,modify or revoke the Prime Contractor's Prequalification status or recommend that the Prime Contractor not receive award of a pending contract. The Prime Contractor may appeal the determination of the Prequalification Committee in accordance with the provisions of 720 CMR 5.06. 4. Initiate debarment proceedings under M.G.L. c.29§29F. XII.FURTHER INFORMATION Any proposed M/WBE,bidder,contractor or subcontractor shall provide such information as is necessary in the judgement of the Department to ascertain its compliance with the terms of these special provisions. END OF DOCUMENT 1 1 1 38 COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF FISH&GAME OFFICE OF FISHING AND BOATING ACCESS 1 SPECIAL PROVISIONS FOR RIGHT-TO-KNOW ACT REQUIREMENTS January, 1986 The Contractors attention is directed to Massachusetts General Laws, Chapter I I IF, commonly known as the Right-To-Know Act, and to the regulations promulgated pursuant thereto. Among the provisions of the Right-To- Know Act is a requirement that employers make available to employees Materials Safety Data Sheets (MSDS) for ' any substance on the Massachusetts Substance List(MSL)to which employees are,have been,or may be exposed. To ensure prompt compliance with these regulations and legislation,the Contractor shall: 1. Deliver to the Department,prior to the start of any work under this contract, copies of MSDS for all MSL substances to be used, stored,processed or manufactured at the worksite by the Contractor. 2. Train employees of the Department, who may be exposed to MSL substances as a result of the Contractor's work under this contract, with regard to those specific substances in accordance with requirements of the Right-To- Know Act. 3. Observe all safety precautions recommended on the MSDS for any MSL substance to be used, stored, processed,or manufactured at the worksite by the Contractor. 4. Inform the Department in writing regarding specific protective equipment recommended in the MSDS for MSL substances to which employees of the Department may be exposed as a result of the Contractors work under this contract. The Department shall not be liable for any delay or suspension of work caused by the refusal of its employees to perform any work due to the Contractor's failure to comply with the Right-To-Know Act. The Contractor agrees to hold the Department or the Comrnissioner of the Department harmless and fully indemnified for any and all claims, demands, fines, actions, complaints, and causes of action resulting from or arising out of the Contractor's failure to comply with the requirements of the Right-To-Know Act. 39 jCOMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF FISH&GAME OFFICE OF FISHING AND BOATING ACCESS THE COMMONWEALTH OF MASSACHUSETTS SUPPLEMENTAL EQUAL EMPLOYMENT OPPORTUNITY ANTIDISCRIMINATION AND AFFIRMATIVE ACTION PROGRAM I. Definitions ' For purposes of this contract, "minority"refers to Asian-Americans,Blacks, Spanish Surname Americans,North American Indians, and Cape Verdeans. "Commission" refers to the Massachusetts Commission Against Discrimination. ' II. Contractor's Agreement During the performance of this Contract, the Contractor and all subcontractors (hereinafter collectively referred to as the Contractor), for him/herself,his/her assignees and successors in interest, agree as follows: In connection with the performance of work under this contract,the Contractor shall not discriminate against any 1 employee or applicant for employment because of race, color, religious creed, national original, age or sex. The aforesaid provision shall include,but not be limited to, the following: employment upgrading, demotion, or transfer; recruitment advertising, layoff or termination: rates of pay or other forms of compensation; conditions or privileges of employment; and selection for apprenticeship. The Contractor shall post hereafter in conspicuous places, available for employees and applicants for employment, notices to be provided by the Commission setting forth the provisions of the Fair Employment Practices Law of the Commonwealth(Massachusetts General Laws Chapter 151B). In connection with the performance of work under this contract, the Contractor, shall undertake in good faith affirmative action measures designed to eliminate any discriminatory barriers in the terms and conditions of employment on the grounds of race, color,religious creed, national original,age or sex,and to eliminate and remedy any effects of such discrimination in the past. Such affirmative action shall entail positive and aggressive measures to ensure equal opportunity in the areas of hiring,upgrading,demotion or transfer,recruitment,layoff or termination, rate of compensation, and in-service or apprenticeship training programs. This affirmative action shall include all action required to guarantee equal employment opportunity for all persons,regardless of race, color,religious creed, national origin, age or sex. A purpose of this provision is to ensure to the fullest extent possible an adequate supply of skilled tradesmen for this and future Commonwealth public construction projects. -� III. Remedial Action As part of his/her obligation of remedial action under foregoing section, the Contractor shall maintain on this project not less than the percent ratio of minority employee man hours to total man hours in each job category including but not limited to bricklayers, carpenters, cement masons, electricians, ironworkers, operating engineers, and those "classes of work" enumerated in Section 44C of Chapter 149 of the Massachusetts General Laws. The percentage ratio for this project is found on page I of the Special Provisions. In the hiring of minority journeymen, apprentices, trainees and advanced trainees, the Contractor shall rely on i referrals from a multi-employer affirmative action program approved by the Commission, traditional referral methods utilized by the construction industry, and referrals from agencies, not more than three in number at any one time,designated by the Liaison Committee or the Commission. 1 3-10 COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF FISH&GAME OFFICE OF FISHING AND BOATING ACCESS IV. Records At the discretion of the Commission there may be established for the life of the contract a body to be known as the Liaison Committee. The Liaison Committee shall be composed of one representative each from the agency or agencies administering this project, hereinafter called the administering agency, the Commission and such other representatives as may be designated by the Commission in conjunction with the administering agency. ' The Contractor (or his/her agent, if any, designated by him/her as the on-site equal employment opportunity officer) shall recognize the Liaison Committee as an affirmative action body, and shall establish a continuing working relationship with the Liaison Committee, consulting with the Liaison Committee on all matters related to minorityrecruitment referral employment oymen[and training. The Contractor shall prepare projected manning tables on a quarterly basis. These shall be broken down into projections, by week, or workers required in each trade. Copies shall be furnished one week in advance of the commencement of the period covered,and also,when updated,to the Commission and Liaison Committee. Records of employment referral orders,prepared by the Contractor, shall be made available to the Commission and to the Liaison Committee on request. The Contractor shall prepare weekly reports in a form approved by the Commission of hours worked in each 1 trade by each employee, identified as minority or non-minority. Copies of these shall be provided at end of each such week to the Commission and to the Liaison Committee. V. Affirmative Action in Negotiating with Minority Subcontractors - If the Contractor shall use any subcontractor for any work performed under this contract, he/she shall take of i mative action to negotiate with qualified minority subcontractors. This affirmative action shall cover both pre- bid and post-bid periods. It shall include notification to the Office of Minority Business Assistance (within the Executive Office of Communities and Development) or its designee, while bids are in preparation, of all products, work or services for which the Contractor intends to negotiate bids. ' VI. Preference in Hiring In the employment of journeymen, apprentices, trainees and advanced trainees, the Contractor shall give preference,fust to citizens of the Commonwealth who have served in the armed forces of the United States in time of war and have been honorably discharged therefrom or released from active duty therein, and who are qualified to perform the work to which the employment relates,and,secondly,to citizens of the Commonwealth generally,and,if such cannot be obtained in sufficient numbers,then to citizens of the United States. The requirements of the above paragraph do not apply to any project or part thereof,financed in whole or in part with Federal Funds, VII.Access During Construction A designee of the Commission and a designee of the Liaison Committee shall each have right of access to the construction site. VIII. Compliance with Requirements The Contractor shall comply with the provisions of Executive Order No. 74, as amended by Executive Order No. 116 dated May 1, 1975, and of Chapter 151B as amended, of the Massachusetts General Laws, both of which 1 are herein incorporated and made a part of this contract. 3-11 COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF FISH&GAME OFFICE OF FISHING AND BOATING ACCESS ' IX. Non-Discrimination IThe Contractor, in the performance of all work after award, and prior to completion of the contract work, will not discriminate on grounds of race,color,religious creed,national origin,age or sex in employment practices, in the selection or retention of subcontractors,or in the procurement of materials and rentals of equipment. X. Solicitations for Subcontracts,and for the Procurement of Materials and Equipment In all solicitations.either by competitive bidding or negotiation made by the Contractor either for work to be performed under a subcontract or for the procurement of materials or equipment, each potential subcontract or supplier shall be notified in writing by the Contractor of the Contractor's obligations under this contract relative to non-discrimination and affirmative action. 1 XI. Compliance-Information,Reports and Sanctions 1. The Contractor will provide all information and reports required by the administering agency or the Commission on instructions issued by either of them and will permit access to its facilities and any books, records, accounts and other sources of information which may be determined by the Commission to effect the employment of personnel. This provision shall apply only to information pertinent to the Commonwealth's supplementary affirmative action contract requirements. Where information required is in the exclusive possession of another who fails or refuses to furnish this information, the Contractor shall so certify to the administering agency or the Commission as appropriate and shall set forth what efforts he has made to obtain the information. 2. Whenever the administering agency, the Commission, or the Liaison Committee believes the General Contractor or any subcontractor may not be operating in compliance with the terms of this Section,the Commission directly, or through is designated agent, shall conduct an appropriate investigation, and may confer with the parties, to determine if such Contractor is operating in compliance with the terms of this Section. If the Commission or its agent finds the General Contractor or any subcontractor not in compliance, it shall make a preliminary report on noncompliance, and notify such Contractor in writing of such steps, as will in the judgement of the Commission or its agent bring such Contractor into compliance. In the event that such Contractor fails or refuses to fully perform such steps,the Commission shall make a final report of non-compliance,and recommend to the administering agency the imposition of one or more of the sanctions listed below If, however, the Commission believes the General Contractor or any subcontractor has taken or is taking every possible measure to achieve compliance, it shall not make a final report of non-compliance. Within fourteen days of the receipt of the recommendations of the Commission,the administering agency shall move to impose one or more of the following sanctions, as it may deem appropriate to attain full and effective enforcement: a. The recovery by the administering agency from the General Contractor of 1/100 of 1% of the contract award price or$ 1000,whichever sum is greater,in the nature of liquidated damages or, if a subcontractor is in non- compliance, the recovery by the administering agency from the General Contractor, to be assessed by the General Contractor as a back charge against the subcontractor, of 1/10 of 1% of the subcontractor price, or$ 400 whichever sum is greater, in the nature of liquidated damages,for each week that such party fails or refuses to comply; b. The suspension of any payment or part thereof due under the contract until such time as the General 1 Contractor or any subcontractor is able to demonstrate his/her compliance with the terms of the contract; c. The termination, or cancellation, of the contract, in whole or in part, unless the General Contractor or any ' subcontractor is able to demonstrate within a specified time his/her compliance with the terms of the contract; d. The denial to the General Contractor or any subcontractor of the right to participate in any future contracts awarded by the administering agency for a period of up to three years. 3. If at any time after the imposition of one or more of the above sanctions a Contractor is able to demonstrate that he/she is in compliance with this Section,he/she may request the administering agency, in consultation with the 3-12 COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF FISH&GAME OFFICE OF FISHING AND BOATING ACCESS Commission,to suspend the sanctions conditionally,pending a final determination by the Commission as to whether the Contractor is in compliance. Upon final determination of the Commission, the administering agency, based on the recommendation of the Commission,shall either lift the sanctions or reimpose them. 4. Sanctions enumerated under Sections XI-2 shall not be imposed by the administering agency except after an adjudicatory proceeding, as that term is used, under Massachusetts General Laws Chapter 30A,has been conducted. No investigation by the Commission or its agent shall be initiated without prior notice to the Contractor. XII.Severability The provisions of this section are severable, and if any of these provisions shall be held unconstitutional by any court of competent jurisdiction,the decision of such court shall not affect or impair any of the remaining provisions. XIII. Bidders'Requirements(Revised:March 1977) The bidder will comply with the minority manpower ratio and specific affirmative action steps contained herein; and obtain from each of its subcontractors and submit to the contracting or administering agency prior to the award of any subcontract under this contract the subcontractor certification required by these bid conditions. XIV.Subcontractor's Certification 1 Prior to the award of any subcontract under this Invitation for Bids, regardless of tier, the prospective subcontractor must execute and submit to the Prime Contractor the following certification, which will be deemed a part of the resulting subcontract: SPECIMEN COPY SUBCONTRACTOR'S CERTIFICATION certifies that: (Subcontractor) 1. It tends to use the following listed construction trades in the work under the subcontract ;and 2. will comply with the minority manpower ratio and specific affirmative action steps contained herein. (Signature of authorized representative of subcontractor) ' In order to ensure that the said subcontractor's certification becomes a part of all subcontracts under the prime contract, no subcontract shall be executed until an authorized representative of the Public Access Board has determined, in writing, that the said certification has been incorporated in such subcontract, regardless of tier. Any subcontract executed without such written approval shall be void. 1 3-13 COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF FISH&GAME OFFICE OF FISHING AND BOATING ACCESS XV.Materiality The requirements made of the bidder pursuant to these bid conditions are material, and will govern the bidders performance on the project and will be made a part of his/her bid. MINIMUM MINORITY PERCENTAGES TO BE APPLIED TO i STATE AND STATE-ASSISTED CONTRACTS WITHIN THE COMMONWEALTH OF MASSACHUSETTS IThe following percentages shall apply: Area: Not Less Than Boston: Impact Area(Jamaica Plain(part),Mattapan, South Cove, t Chinatown,Bay Village,Roxbury,Dorchester,South End) 30% Other Areas 10% Cambridge: 12% New Bedford: 18% Springfield: 10% All other cities and towns: 5% 1 3-14 COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF FISH&GAME OFFICE OF FISHING AND BOATING ACCESS COMMONWEALTH OF MASSACHUSETTS PUBLIC EMPLOYMENT LAWS The Contractor's attention is directed to Massachusetts General Laws, Chapter 149, Sections 25 through 27H, and 150A. This contract is considered to fall within the ambit of that law, which provides that in general, the Prevailing Rate or Total Rate must be paid to employees working on projects funded by the Commonwealth of Massachusetts or any political subdivision including Massachusetts Highway Department. A Federal Aid project is also subject to the Federal Minimum Wage Rate law for construction. When comparing a state minimum wage rate, monitored by the Massachusetts' Attorney General, versus federal minimum wage rate,monitored by the U.S. Department of Labor's Wage and Hour Division, for a particular job classification the higher wage is at all times to be paid to the affected employee. Every contractor or subcontractor engaged in this contract to which sections twenty-seven and twenty-seven A apply will keep a true and accurate record of all mechanics and apprentices, teamsters, chauffeurs and laborers employed thereon, showing the name, address and occupational classification of each such employee on this contract, and the hours worked by, and the wages paid to, each such employee, and shall famish to the PAB's Resident Engineer, on a weekly basis, a copy of said record, in a form approved by PAB and in accordance with M.G.L. c. 149, § 27B,signed by the employer or his/her authorized agent under the penalties of perjury. ' Each such contractor or subcontractor shall preserve its payroll records for a period of three years from the date of completion of the contract. The Prevailing Wage Rate generally includes the following: Minimum Hourly Wage+Employer Contributions to Benefit Plans=Prevailing Wage Rate or Total Rate Any employer who does not make contributions to Benefit Plans must pay the total Prevailing Wage Rate directly to the employee. Any deduction from the Prevailing Wage Rate or Total Rate for contributions to benefit plans can only be for a Health & Welfare, Pension, or Supplementary Unemployment plan meeting the requirements of the Employee Retirement Income Security Act (ERISA) of 1974. The maximum allowable deduction for these benefits from the prevailing wage rate cannot be greater than the amount allowed by Executive Office of Labor (EOL) for the specified benefits. Any additional expense of providing benefits to the employees is to be borne by the employer and cannot be deducted from the Minimum Hourly Wage. If the employer's benefit expense is less than that so provided by EOL the difference will be paid directly to the employee. The rate established must be paid to all employees who perform work on the project. When an employer makes deductions from the Minimum Hourly Wage for an employee's contribution to social security, state taxes, federal taxes, and/or other contribution programs, allowed by law, the employer shall furnish each employee a suitable pay slip,check stub or envelope notifying the employee of the amount of the deductions. No contractor or subcontractor contracting for any part of the contract week shall require or permit any laborer or mechanic to be employed on such work in excess of eight hours in any calendar day or in excess of forty hours in any workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times his basic rate of pay for all hours worked in excess of eight hours in any calendar day or in excess of forty hours in such workweek,whichever is the greater number of overtime hours. Apprentice Rates are permitted only when there is an Apprentice Agreement registered with the Massachusetts Division of Apprentice Training in accordance with M.G.L. c. 23, § 11E-11L. IThe Prevailing Wage Rates issued for each project shall be the rates paid for the entire project. The Prevailing y Wage Rates must be posted on the job site at all times and be visible from a public way. 3-15 COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF FISH&GAME OFFICE OF FISHING AND BOATING ACCESS 1 In addition, each such contractor and subcontractor shall furnish to the FBA's Resident Engineer, within fifteen days after completion of its portion of the work, a statement, executed by the contractor or subcontractor or by any 1 authorized officer or employee of the contractor or subcontractor who supervises the payment of wages, in the following form: STATEMENT OF COMPLIANCE Date: ,20 I I> (Name of signatory party) (Title) do hereby state: That I pay or supervise the payment of the persons employed by: (Contractor or Subcontractor) on the (Project Location and Contract Number) and that all mechanics and apprentices, teamsters, chauffeurs and laborers employed on said project have been paid in accordance with wages determined under the provisions of sections twenty-six and twenty-seven of chapter one hundred and forty-nine of the General Law. Signature Title The above-mentioned copies of payroll records and statements of compliance shall be available for inspection by any interested party filing a written request to the Office of Fishing and Boating Access Resident Engineer for such inspection. ' All bidders are cautioned that the aforementioned laws require that employers pay to covered employees no less than the applicable minimum wages. In addition, the same laws require that the applicable prevailing wages become incorporated as part of this contract. The prevailing minirnum wage law establishes serious civil and criminal penalties for violations,including imprisonment and exclusion from future public contracts. Bidders are cautioned to ' carefully read the relevant sections of the Massachusetts General Laws(most recently amended July, 1993). i 3-16 - THE COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF LABOR AND WORKFORCE DEVELOPMENT .t DIVISION OF OCCUPATIONAL SAFETY t Prevailing Wage Rates k! ORVALL..P- ATRICK As determined by the Commissioner under the provisions of the SUZANNE M 11 h s ooa of 1..6«nd Woif-1 do,-t TIMOTHY P MURRAY Massachusetts General Laws,Chapter 149,Sections 26 to 27H GEORGE NOEL L�au�wcoron« B6ru«nrt.m. LAURA M.MARLIN Cmmnivion«off)M af0. .,00n,lSJery Awarding Authority: Dept.of Fish and Game-Fishing and Boating Ac Contract Number: PA-218 Cityfrown: SALEM Description of Work: Danvers River,Salem-Boat Ramp Improvements.Reconstruction of a concrete boat ramp,installation of floating docks,steel piles,stone revetment and miscellaneous work. Job Location: 24 Kentwood Street Salem,MA Classification Effective Dates and Total Rates Construction (2 AXLE)DRIVER-EQUIPMENT 12/012009 543.230 06/012010 543.830 12/01/2010 $44430 06/012011 $45.180 12/012011 $45.840 06/012012 $46,490 12/012012 547.520 (3 AXLE)DRIVER-EQUIPMENT 12/0!2009 543.300 06/012010 $43.900 12/012010 544.500 06/012011 545.250 12/012011 $45.910 06/012012 546.560 ' 121012012 547.590 (4&5 AXLE)DRIVER-EQUIPMENT 12/012009 543.420 061012010 544.020 12/012010 544.620 06/012011 $45.370 12/012011 546.030 06/012012 546.680 /2/012012 $47.710 ADS/SUBMERSIBLE PILOT 08/012009 $101.110 08/012010 $104.640 08/012011 S108.760 AIR TRACK OPERATOR 12/012009 $44.500 06/0/2010 $45.500 12/012010 $46 750 06/012011 547.750 12/012011 $49.000 ASBESTOS REMOVER-PIPE/MECH.EQUIPT. 12/012009 $40.250 ASPHALT RAKER 12/012009 544.000 06/012010 $45.000 12/0120/0 $46250 06/012011 547.250 12/012011 $48.500 ASPHALT/CONCRETE/CRUSHER PLANT-ONSITE 12/012009 $58.530 06/012010 $59.780 12/012010 $61030 BACKHOFIFRONT-END LOADER 1210/2009 $58.530 06/012010 $59380 12/012010 $61 030 1 BARCO-TYPE JUMPING TAMPER 12/012009 $44.000 06/012010 545.000 12/01/2010 546.250 06/012011 $47.250 12/012011 548.500 BLOCK PAVER RAMMER/CURB SETTER 17/012009 544.500 06/0/2010 $45500 12/012010 546750 ' 06/012011 547.750 -12/012011 549.000 BOILERMAKER 10/012008 $54.800 APPRENTICE: BOILERMAKER-Local 29 Ratio SceP - 1 2 3 4 5 6 7 8 L3 % 65.00 65.00 7RW 75.00 8000 5500 90.00 9500 BRICK/STONE/ARTIFICIAL MASONRY(INCL.MASONRY 08/012009 $67.120 02/01/2010 $68.010 08/012010 569.910 WATERPROOFING) 02/012011 $70.900 09/012011 $73000 02/012012 573.990 APPRENrtCE: BRICKMLASTER/CEMENT MASON,Lao I Lyme Ratio Stop 1 2 3 4 5 1:5 % 5RW 6RW 7RW 60.00 9000 BULLDOZER/GRADER/SCRAPER 12/012009 $58.190 06/012010 $59.430 17/012010 560.680 ' CAISSON&UNDERPINNING BOTTOM MAN 121012009 548.250 06/012010 $49.250 12/012010 $50.500 06/012011 $51.500 121012011 $52.750 CAISSON&UNDERPINNING LABORER 12/012009 547.100- 06/01/2010 548.100 12/012010 549.350 06/012011 $50.350 12/012011 551.600 CAISSON A,UNDERPINNING TOP MAN 121012009 $47.100 06/01/2010 S48A00 12/012010 549.350 06/012011 $50.350 12/012011 551.600 CARBIDE CORE DRILL OPERATOR 121012009 544.000 06/012010 545.000 12/012010 $46.250 ' 06/012011 547.250 121012011 548.500 This wage schedule must be posted at the work site in accordance with M.G.L.ch.149,sec.27 Failure of the employer to pay"prevailing wage rates,"which are the minimum wage rates listed above,on public works projects is a violation of M.G.L.ch.149,sec.27. Employees not receiving such rates should report the violation to the Office of Fair Labor and Business Practices,100 Cambridge Street,Boston,MA 02108;Tel: 617-727-3465. Issue Date: 12/22/2009 Wage Request Number: 20091221-003 Page I of 10 1 _ - THE COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF LABOR AND WORKFORCE DEVELOPMENT >t DIVISION OF OCCUPATIONAL SAFETY Q{ Prevailing Wage Rates DEVAL L.P�ATwcic - As determined by the Commissioner under the provisions of the SUZANNE M BUMP sa.�mr orL.w,w w�rtro�«D.,-n�pmm� TIMOTHY P.MURRAY Massachusetts General Laws,Chapter 149,Sections 26 to 27HLi�tovcmor cEoxcE Noel Do--.I Lahr LAURA M.MARLIN ' Awarding Authority: Dept.of Fish and Game.Fishing and Boating Ac Contract Number: PA-218 City/Town: SALEM Description of Work: Danvers River,Salem-Boat Ramp Improvements.Reconstruction of a concrete boat ramp,installation of Floating docks,steel piles,stone revetment and miscellaneous work. Job Location: 24 Kentwood Street,Salem,MA Classification Effective Dates and Total Rates CARPENTER 09/012009 $53.630 03/012010 $54.500 09/012010 $55.380 03/012011 $56.250 09/012011 $57.380 03/012012 $58.500 APPRENTICE: CARPENTER-Zone 2 E .MA ' Ratio Shp 1 2 3 4 5 6 7 8 15 % 5000 60.00 70.00 75.M 80.00 8000 90.00 90.00 CEMENT MASONRY/PLASTERING 08/012009 $65.510 02/012010 $66.200 08/01/2010 $67.670 07/012011 $68.440 08/0/2011 570.060 02/01/2012 $70.830 ' CHAIN SAW OPERATOR 12/012009 544.000 06/012010 $45.000 12/012010 $46250 06/012011 547.250 121012011 $48.500 CLAM SHELLS/SLURRY BUCKETSMEADING MACHINES 12/012009 559.530 06/012010 560.780 12/012010 $62.030 COMPRESSOR OPERATOR 12/012009 547.890 06/012010 548.810 12/01/2010 $49.740 DELEADER(BRIDGE) 07/012009 $62.260 . 01/012010 $63.410 DEMO:ADZEMAN 12/012009 547.100 06/012010 $48.100 12/01/2010 $49350 061012011 S50.350 /21012011 $51.600 DEMO:BACKHOEILOADERMAMMER OPERATOR 12/012009 548.100 06/012010 $49.100 - 12/01/2010 $50.350 06/012011 551.350 12/012011 $52.600 DEMO:BURNERS 121012009 $47.850 06/012010 $48.850 12/012010 $50.100 061012011 $51.100 12/012011 $52.350 DEMO:CONCRETE CUTTER/SAWYER 12/012009 548.100 06/012010 $49.100 12/012010 $50.350 061012011 $51.350 12/012011 $52.600 'DEMO:JACKHAMMER OPERATOR 12/012009 547.850 06/012010 548.850 12/01/2010 $50.100 06/012011 $51.100 12/012011 552.350 DEMO:WRECKING LABORER 12/012009 547.100 06/012010 548.100 12/01/2010 549350 06/012011 $50.350 12/012011 $51,600 DIRECTIONAL DRILL MACHINE OPERATOR 12/012009 $58.190 061012010 $59430 12/01/2010 $60.680 ' DIVER 08/012009 $75.090 08/012010 $77.440 08/01/2011 $80.190. DIVERTENDER 08/012009 $60.220 08/012010 $62.570 08/012011 $65.320 DIVER TENDER(EFFLUENT) 08/012009 578.810 08/012010 $92.330 08/01/2011 $86.460 DIVER/SLURRY(EFFLUENT) 08/012009 $101.110 08/0120/0 $104.640 08/012011 $108760 ELECTRICIAN 09/012009 $64.800 03/012010 $66.030 09/012010 $67.270 03/012011 $68.510 APPRENTICE: ELECTRICIAN-Locall(B - Rano SUP 1 2 3 4 5 6 7 9 9 10 23... % 40.00 4000 45.00 45.00 5000 55.00 60.00 6500 7000 7500 App No,1/1/03;30/35/40/45/50/53/65nW75M0 ELEVATOR CONSTRUCTOR 01/012009 $63.690 01/012010 $65.190 01/01/2011 $66.690 01/012012 $68.190 ' This wage schedule must be posted at the work site in accordance with M.G.L.ch.149,sec.27 - Failure of the employer to pay"prevailing wage rates,"which are the minimum wage rates listed above,on public works projects is a violation of M.G.L.ch.149,sec.27. Employees not receiving such rates should report the violation to the Office of Fair Labor and Business Practices,100 Cambridge Street,Boston,MA 02108;Tel: 617-727-3465. Issue Date: 12/222009 Wage Request Number: 20091221-003 Page 2 of 10 1 �{-2 C THE COMMONWEALTH OF MASSACHUSETTS I EXECUTIVE OFFICE OF LABOR AND WORKFORCE DEVELOPMENT f`st DIVISION OF OCCUPATIONAL SAFETY i ti�f� �i Prevailing Wage Rates �j� DEVALL.PATRICK As determined by the Commissioner under the provisions of thes:rt,.y o UA.Z�A.N M.BUMP dwm- TIMOTHY P.MURRAY Massachusetts General Laws,Chapter 149,Sections 26 t0 27H GEORGE NOEL Lt..,GowmmDimtorofLalxx LAURA M.MARLIN Conammu".-or Di-on ora.eap.ro�a s.n, ' Awarding Authority: Dept.of Fish and Game-Fishing and Boating Ac Contract Number: PA-218 City/Town: SALEM Description of Work: Danvers River,Salem-Boat Ramp Improvements.Reconstruction of a concrete boat ramp,installation of floating docks,steel piles,stone revetment and miscellaneous work. Job Location: 24 Kemwood Street,Salem,MA Classification Effective Dates and Total Rates 1 APPRENTICE: ELEVATORCONSTRUCFOR-1. 44 Ratio Step 1 2 3 4 5 I:1 % 5000 5500 65.00 70.00 80.00 1 Steps 1-2 are 6 mos;Steps 3-5 are 1 yew ELEVATOR CONSTRUCTOR HELPER 01/012009 549.830 01/012010 . $51,330 01/01/2011 $52.830 01/012012 $54.330 FENCE&GUARD RAIL ERECTOR 12/012009 544.000 06/01/2010 545.000 12/012010 $46.250 06/012011 $47.250 12/012011 548.500 FIELD ENG.-INST,PERSON(BLDG,SITE,HVY CONST) 11/012009 $55.850 05/012010 $56.950 11/012010 $58.190 05/012011 559.430 FIELD ENG.-ROD PERSON(BLDG,SITE,HVY CONST) 1(/012009 $40.870 05/012010 $41.520 11/012010 - $42.250 05/012011 542.980 FIELD ENG.-CHIEF OF PARTY(BLDG,SITE,HVY CONST) 11/012009 $57.210 05/01/2010 $58.320 11/01/2010 $59.570 ' 05/012011 560.820 FIRE ALARM INSTALLER 09/012009 564.800 03/01/2010 . $66.030 09/012010 $67.270 03/012011 $65.510 FIRE ALARM REPAIR/MAINTENANCE 09/012009 $52.870 03/012010 $53.790 09/012010 $54]20 ' 03/012011 $55.660 FIREMAN(ASST.ENGINEER) 12/012009 $52.740 06/012010 $53.810 12/012010 854.890 FLAGGER&SIGNALER 12/012009 $34.400 06/0/2010 $35.400 12/012010 IMAGE 06/0:2011 $36.400 12/012011 $36.400 FLOORCOVERER 09/0!/2009 $59.130 03/0120/0 $59.630 09/01/2010 $60.380 03/012011 $61.130 09/012011 562.380 03/012012 $63.630 APPRENTICE: FLOORCOVERER-I 2168Zonel Rnio Step I - 2 3 4 5 6 7 8 1:1 % 50.00 55.00 60.00 65.00 70.00 75.00 8000 85.00 Steps are 750 M ' FORK LIFT/CHERRY PICKER 171012009 $58.530 06/012010 $59.780 12/012010 $61.030 GENERATOR/LIGHTH G PLAN THEATERS 12/012009 $47.890 06/012010 548.810 12/01/2010 S49.740 GLAZIER(GLASS PLANK/AIR BARRIER/INTERIOR SYSTEMS) 07/012009 $51760 01/012010 S52.910 APPRENTICE: GLAZIER-Loea135Zwes2 Ratio Step 1 2 3 4 5 6 7 8 1:1 % Sam 55.00 6000 65.0 7000 7500 80.00 90.00 Steps are 750 Ito, HOISTING ENGINEER/CRANES/GRADALIS 12/012009 $58,530 06/012010 559.780 12/012010 $61030. This wage schedule must be posted at the work site in accordance with M.G.L.ch.149,sec.27 Failure of the employer to pay"prevailing wage rates,'which are the minimum wage rates listed above,on public works projects is a violation of M.G.L.ch.149,sec.27. Employees not receiving such rates should report the violation to the Office of Fair Labor and Business Practices,100 Cambridge Street,Boston,MA 02108;Tel: 617-727-3465. .Issue Date: 12/222009 Wage Request Number: 20091221-003 Page 3 of 10 THE COMMONWEALTH OF MASSACHUSETTS B' EXECUTIVE OFFICE OF LABOR AND WORKFORCE DEVELOPMENT r he DIVISION OF OCCUPATIONAL SAFETY a Prevailing Wage Rates nEVAL�.PATRICK As determined by the Commissioner under the' provisions of the SUZANNE M BUMP Saaewry o(LDc.c4Tmuni TIMOTHY P.HURRAY Massachusetts General Laws,Chapter 149,Sections 26 to 27H GEORGE GEE NOEL NOEL Licuwun�Gomiw pirswof Lehr LAURA M.MARLIN Commiviwrtraf D,.,.-.f 0aepua.nel Selen ' Awarding Authority: Dept.of Fish and Game-Fishing and Boating Ac Contract Number: PA-218 City/Town: SALEM Description of Work: Danvers River,Salem-Boat Ramp Improvements.Reconstruction of a concrete boat ramp,installation of Floating docks,steel piles,stone revetment and miscellaneous work. Job Location: 24 Kenwood Street,Salem,MA Classification Effective Dates and Total Rates APPRENTICE: HOLST/PORT.ENG-LoW4 Rau. Sap 1 2 3 4 5 6 7 g 16 °G 55.00 60.W 65.00 70.00 75.00 8000 85.00 90.00 - ' HVAC(DUCTWORK) - 08/012009 $62.260 02/01/2010 $63.510 08/0 1/20 10 $64760 02/012011 $66.010 08/012011 $67.260 02/012012 $68.510 08/012012 $69.760 02/012013 571OIO ' HVAC(ELECTRICAL CONTROLS) - 09/012009 $64.900 03/012010 566.030 09/012010 $62270 03/012011 $68.510 HVAC(TESTING AND BALANCING-AIR) 091012009 $62.260 07/012010 $63.510 08/012010 564760 02t012011 $66.010 08/012011 $67,260 02/01/2012 .568.510 08/012012 $69.760 02/012013 $71.010 HVAC(TESTING AND BALANCING-WATER) 09101/2009 $62.400 03/012010 $64.400 HVAC MECHANIC 09/01/2009 $62.400 03/012010 $64400 HYDRAULIC DRILLS 12/012009 544.500 06/012010 $45.500 12/01/2010 546750 ' 06/012011 $47.750 12/012011 549.000 INSULATOR(PIPES&TANKS) 09/012009 $59.260 09/012010 $61.660 APPRENTICE: ASBESTOS INSULATOR(Pipes&Tanks)-W e6B.san RvnOSap 1 2 ) 4 14 % 5000 60.00 70.00 80.00 Sapa ue 1 year ' IRONWORKER/WELDER 09/162009 $59.560 03/162010 $60960 APPRENTICE: IRONWORKER-L.W 7 Rana Step 1 2 3 4 5 6 % 60.00 70.00 75.00 80.00 8500 90.00 Suuc.wl 1:6;Omani W 1:4 JACKHAMMER&PAVING BREAKER OPERATOR 12/012009 $44.000 06/012010 $45.000 12/01/2010 $46.250 06/0:f2011 $47.250 12/01201/ $48.500 LABORER 12/02009 $43.750 06/0120/0 544.750 12/01/2010 546.000 06/012011 $47.000 12/01/2011 548.250 APPRENTICE: LABORER-Z. 2 Sap 1 2 3 4 15 % 60.00 70.00 80.00 9000 LABORER:CARPENTER TENDER 12/012009 543.750 06/012010 $44.750 12/01/2010 S46.000 06/012011 $47.000 12/012011 548.250 LABORER:CEMENT FINISHER TENDER 12/012009 $43.750 06/01/2010 544.750 12/01/2010 $46.000 06/012011 547.000 12/012011 548.250 This wage schedule must be posted at the work site in accordance with M.G.L.ch.149,sec.27 Failure of the employer to pay"prevailing wage rates,"which are the minimum wage rates listed above,on public works projects is a violation of M.G.L.ch.149,sec.27. Employees not receiving such rates should report the violation to the Office of Fair Labor and Business Practices,100 Cambridge Street,Boston,MA 02108;Tel: 617-727-3465. Issue Date: 12/22/2009 Wage Request Number: 20091221-003 Page 4 of 10 ' 4-44 THE COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF LABOR AND WORKFORCE DEVELOPMENT r(sei a ' DIVISION OF OCCUPATIONAL SAFETYy, Prevailing Wage Rates 3\ I DEVAL I.PATRICK As determined by the Commissioner under the provisions of the SUZANNEM BLIMP sa,., rdL.m,..d..f.-De.d,-. TIMOTHY P.MURRAY Massachusetts General Laws,Chapter 149,Sections 26 to 27H GEORGE NOEL Lieutm.n�Covunm De"sorol L.b�� C.-h-1f4Rp vM�MAIN muu�a s.r.q ' Awarding Authority: Dept.of Fish and Game-Fishing and Boating Ac Contract Number: PA-218 City/Town: SALEM Description of Work: Danvers River,Salem-Boat Ramp Improvements.Reconstruction of a concrete boat ramp,installation of floating docks,steel piles,stone revetment and miscellaneous work. Job Location: 24 Kentwood Street,Salem,MA Classification Effective Dates and Total Rates LABORER:HAZARDOUS WASTE/ASBESTOS REMOVER 12/012009 $43.750 06/012010 $44.750 12/012010 $46,000 06/012011 547.000 12/012011 $48.250 LABORER:MASON TENDER 12/012009 $44.000 06/012010 $45.000 12/01/2010 $46.250 1 06/012011 $47.250 12/012011 $48.500 LABORER:MULTI-TRADE TENDER 121012009 $43.750 06/012010 544.750 12/01/2010 $46000 06/01201/ $47.000 121012011 $48.250 LABORER:TREE REMOVER 12/012009 543750 06/012010 544.750 12/01/2010 546.000 06/012011 547.000 12/012011 548.250 This classification applies to the wholesale removal of standing was including all associated trimming ofbranchn and limbs,and applies to the removal ofbrenches at locations not on or around utility lines. LASER BEAM OPERATOR 12/012009 544.000 06/0120/0 $45.000 12/012010 546.250 - 06/012011 $47.250 121012011 $48.500 MARBLE&TILE FINISHERS 08/012009 $56.240 07/012010 $56.950 08/012010 $58,470 02/01201/ $59.270 08/01/2011 $60.950 02/012012 $61.740 APPREMTCE: MARBLE,TILE-TERRAZZO FINISHER.Local 3 Mable&Tile ' Ram Step 1 - 2 3 4 5 1:3 % 50.00 60.00 70.00 8000 9000 Steps ere 800 hrs. MARBLE MASONS,TILELAYERS&TERRAZZO MECH 08/012009 $67.160 02/012010 $68.050 08/012010 $69.950 02/01/2011 570.940 08/012011 $73.040 02/01/2012 $74.030 APPRENTICE: MARBLETILE-TERRAZZOMELTTAMC-WW 3Mable&Tile Ram Step 1 2 3 4 5 13 a 50.00 60.00 70.M 8000 woo MECH.SWEEPER OPERATOR(NON-CONSTRUCTION) 07/012009 $28.300 07/012010 $29.000 07/012011 $29700 MECH.SWEEPER OPERATOR(ON CONST.SITES) 12/012009 $58.190 06/012010 559.430 12/01/2010 $60.680 MECHANICS MAINTENANCE. 12/012009 558.190 06/012010 $59.430 12/01/2010 $60.680 MILLWRIGHf(Zone 1) _ 03/012009 554.400 APPRENTICE MIILWRKHT-Local 1121 Zone ' Rum Step 1 2 3 4 5 6 7 8 1:5 % 50M 55.00 6000 65.00 Tom 75.00 Saw 85.00 MORTAR MIXER .12/012009 544.000 06/012010 545.000 12/012010 $46250 06/012011 547.250 12/012011 $48.500 ' OILER(OTHER THAN TRUCK CRANES,GRADALLS) 12/012009 $41.750 06/012010 $42.480 12/01/2010 $43.220 OILER(TRUCK CRANES,GRADALLS) 12/012009. $44.720 06/012010 545.550 12/01/2010 $46380 OTHER POWER DRIVEN EQUIPMENT-CLASS H 12/012009 $58.190 06/012010 $59.430 12/012010 $60680 PAINTER(BRIDGESrrANKS) 07/012009 $62.260 01/012010 $63.410 This wage schedule must be posted at the work site in accordance with M.G.L.ch.149,sec.27 Failure of the employer to pay"prevailing wage rates,"which are the minimum wage rates listed above,on public works projects is a ' violation of M.G.L.ch.149,sec.27. Employees not receiving such rates should report the violation to the Office of Fair Labor and Business Practices,100 Cambridge Street,Boston,MA 02108;Tel: 617-727-3465. Issue Date: 12/22/2009 Wage Request Number: 20091221-003 Page 5 of 10 1 THE COMMONWEALTH OF MASSACHUSETTS _ W EXECUTIVE OFFICE OF LABOR AND WORKFORCE DEVELOPMENT ' DIVISION OF OCCUPATIONAL SAFETY f Prevailing Wage Rates DEVAL L.PATRICK As determined by the Commissioner under the provisions of the SUZANNE M BUMP S eta of LeMrwd Wm fi—Ikv lwmeri ' LTIMOTHYPGMURRAY Massachusetts General Laws,Chapter 149,Sections 26 to 27H GEORGE NOEL�mmmt o`emm M.erarL.m. LAURA M.MARLIN Cwnmissioncrof Dwirimdfkcupuu...Svfn,' ' Awarding Authority: Dept.of Fish and Game-Fishing and Boating Ac Contract Number: PA-218 City/Town: SALEM Description of Work: Danvers River,Salem-Boat Ramp Improvements.Reconstruction of a concrete boat ramp,installation of Floating ' docks,steel piles,stone revetment and miscellaneous work. Job Location: 24 Kentwood Street,Salem,MA Classification Effective Dates and Total Rates ' APPRENTICE: PAINTER-Local 35&ne2 Rao Step 1 2 3 4 5 6 7 8 1 % 50.00 5500 60.00 65.00 70.00 75.M 8000 9000 ' Steps are 750 ho, PAINTER(SPRAY OR SANDBLAST,NEW)• 07/012009 S53.160 01/012010 $54.310 a I1730%or more ofsurfaces to be panted are new construction, NEW pant rata shall be used APPRENTICE: PAINTER-Local 35 Zons2 Ratio Step 1 2 3 4 5 6 7 8 1:1 % 5000 55.00 60.00 65M 70.00 75M 80.00 900 Steps are 750 hrs. PAINTER(SPRAY OR SANDBLAST,REPAINT) 07/012009 $51.220 01/012010 552.370 APPRENTICE: PAINTER-Inea135Zone2 ' Rauo step 1 2 3 4 5 6 7 8 1:1 % 5000 55.00 60.00 65.00 7000 75.00 8000 9000 Steps are 750 hrs. ' PAINTER(TRAFFIC MARKINGS) 12/012009 543.750 06/012010 544.750 12/01/2010 546.000 06/012011 547.000 12/012011 S48.250 PAINTER/TAPER(BRUSH,NEW)• 07/012009 $51.760 01/012010 S52.910 ' •If 30%or more of surfaces to be painted are new construction,NEW pant rate shall be used. APPRENTICE: PAINTER-Local35Zons2 Rao Step 1 2 3 4 5 6 7 8 11 % 5000 53,00 60.00 65.00 7000 75.00 8000 90.00 Steps arc 750 hrs. ' PAINTER/TAPER(BRUSH,REPAINT) 07/012009 $49.820 01/0/2010 $50.970 APPRENTICE: PAINTER-1acal35Zeae2 -Rao Sr, 1 2 3 4 5 6 7 8 11 % 50.00 55M 60.00 65.00 7000 75.00 8000 90.00 ' - Steps are 750 hrs. PANEL&PICKUP TRUCKS DRI VER 12/012009 $43.060 06/012010 543.660 12/012010 $44.260 06/012011 $45.010 12/012011 545.670 06/01/2012 $46.320 12/012012 547.350 PIER AND DOCK CONSTRUCTOR(UNDERPINNING AND 08/012009 560120 08/012010 562.570 08/01/2011 $65.320 DECK) PILEDRIVER - 08/012009 560120 08/012010 562.570 - 081012011 565.320 This wage schedule must be posted at the work site in accordance with M.G.L.ch.149,sec.27 Failure of the employer to pay"prevailing wage rates,"which are the minimum wage rates listed above,on public works projects is a violation of M.G.L.ch.149,sec.27. Employees not receiving such rates should report the violation to the Office of Fair Labor and Business Practices,100 Cambridge Street,Boston,MA 02108;Tel: 617-727-3465. Issue Date: 12/22/2009 Wage Request Number: 20091221-003 Page 6 of 10 4-ro THE COMMONWEALTH OF MASSACHUSETTS it EXECUTIVE OFFICE OF LABOR AND WORKFORCE DEVELOPMENT 1 DIVISION OF OCCUPATIONAL SAFETY J Prevailing Wage Rates DEVAC L.PATRICK As determined by the Commissioner under the provisions of the SUZANNE M BUMP Ssmuyat L.ac,nd Wa 1- TIMOTHY P MURRAY Massachusetts General Laws,Chapter 149,Sections 26 to 27H GEORGE NOEL L,euLmmt Govenm Dirs.,wol'LeW LAURA M.MARLIN ' camn,�.";�rw D�.�eaa nraaw6.,.isd�e. Awarding Authority: Dept.of Fish and Game-Fishing and Boating Ac Contract Number: PA-218 City/Town: SALEM Description of Work: Danvers River,Salem-Boat Ramp Improvements.Reconstruction of a concrete boat ramp,installation of floating - docks,steel piles,stone revetment and miscellaneous work. Job Location: 24 Kemwood Street,Salem,MA ' Classification Effective Dates and Total Rates APPRENTICE: PILEDRIVER-Local 56 Zone Ratio Step 1 2 3 4 5 6 7 R 1.3 Is 60.00 6500 70.00 75.00 saw 85.00 9000 95.00 PIPEFITTER&STEAMFITTER 09/012009 $62.400 03/01/2010 $64400 APPRENTICE: PIPEFITIER-load 537 Mae Step 1 2 3 4 5 ss 40.00 45.00 saw 70.00 80.00 - "1:3;3:15;1:10 thereafter Steps ere 1 yr,Rsf is/AC Mechanic Steps&Rrs Seine n above ReMg/AC Mahnnm--1:1;1:2;2:d,3:6;4:8;5:10;6:12;7:1d,8'.17;910;I0:13(M.) PIPELAYER 12/012009 $44.000 06/012010 545.000 12/012010 $46250 06/012011 $47.250 12/012011 $48.500 PLUMBER 09/012009 $61.420 03/012010 563420 APPRENTICE'. PLUMBER/PIPEFnTER-LeW 12(Local 138) - ' Rad. S¢p 1 2 3 4 5 6 7 8 9 10 1:5 % 3]50 40.00 45.00 50.00 55.00 60.00 65.00 70 00 7500 8000 PNEUMATIC CONTROLS(CEMP.) 09/012009 $62.400 03/012010 $64.400 PNEUMATIC DRILL/TOOL OPERATOR 12/012009 544.000 06/012010 545.000 12/012010 $46.250 06/01/2011 $47.250 12/012011 $48.500 POWDERMAN&BLASTER 12/012009 $44.750 06/012010 S45.750 12/012010 $47.000 06/012011 548.000 12/0120/1 549.250 POWER SHOVEUDERRICK/TRENCHING MACHINE 121012009 $58.530 06/01/2010 $59.780 12/012010 $61.030 ' PUMP OPERATOR(CONCRETE) - 12/012009 $58.530 06/012010 $59.780 12/012010 $61.030 PUMP OPERATOR(DEWATERING,OTHER) 12/012009 $47.890 06/012010 .548.810 12/012010 $49.740 READY-MIX CONCRETE DRIVER 04/302009 $37.100 ' RECLAIMERS 12/012009 $58.190 06/012010 $59.430 12/012010 $60.680 RESIDENTIAL WOOD FRAME CARPENTER" 04/012009 ,$35.620 "The Residential Wood Frame Carpenter classification applies only to the constnection oftim,wood frame residences that do not exceed four stories including the basement As of 9/1/09 Carpenhy work on wood-frame residential WEATHERIZATION projects shall be paid the RESIDENTIAL WOOD FRAME CARPENTER rate. RIDE-ON MOTORIZED BUGGY OPERATOR 12/012009 S44.000 06/012010 545.000 12/012010 $46.250 06/012011 547.250 12/012011 548.500 ' ROLLER/SPREADER/MULCHING MACHINE 12/01/2009 $58.190 06/012010 559.430 12/012010 560.680 ROOFER(Ine.Roofer Watetproofng&Roofer Danstamfg) 02/012009 $53860 APPRENTICE: ROOFER-Loca133 Rana Step 1 2 3 4 5 ' 'e % 50.00 60.00 6500 7500 85.00 '•1:5,2:6-10 thoeaft,,1:10(or pa tion lherwf) Step 1 is 2000 his.;Steps 2-5 are 1000 Ins Roofer(Reroof g):Same Steps and nouns m Above as IA;Thereafter I:1 This wage schedule must be posted at the work site in accordance with M.G.L.ch.149,sec.27 Failure of the employer to pay"prevailing wage rates,"which are the minimum wage rates listed above,on public works projects is a ' violation of M.G.L.ch.149,sec.27. Employees not receiving such rates should report the violation to the . Office of Fair Labor and Business Practices,100 Cambridge Street,Boston,MA 02108;Tel: 617-727-3465. Issue Date: 12/22/2009 Wage Request Number: 20091221-003 Page 7 of 10 4-1 THE COMMONWEALTH OF MASSACHUSETTS X EXECUTIVE OFFICE OF LABOR AND WORKFORCE DEVELOPMENT 3 DIVISION OF OCCUPATIONAL SAFETY Prevailing Wage Rates DEVALL PATRICK As determined by the Commissioner under the provisions of the SUZANNE M BUMP �La WLabs end W'M:f000 Dn'abpmmi TIMOTHY P MDRRAY Massachusetts General Laws,Chapter 149,Sections 26 t0 27H GEORGE NOEL Liw�mm�Gorem« Dvat«u(LaWr LAURA M.MARLIN F cm-wionnof Di ,ion of Ou:ury�iwel tiafa� ' Awarding Authority: Dept.of Fish and Game-Fishing and Boating Ac Contract Number: PA-218 CitytTown: SALEM Description of Work: Danvers River,Salem-Boat Ramp Improvements.Reconstruction of a concrete boat ramp,installation of Floating . docks,steel piles,stone revetment and miscellaneous work. Job Location: 24 Kenwood Street,Salem,MA Classification Effective Dates and Total Rates ' SHEETMETAL WORKER 08/012009 562.260 02/0112010 S63.510 08/012010 564.760 02/012011 566.010 08/012011 $67.260 02/012012 $68.510 08/01/2012 $69.760 02/012013 $71.010 1 APPRENTICE'. SHEET METAL WORKER-Loin 17-A Rano Step 1 2 3 4 5 6 7 1:4 % 4000 4500 5000 60.00 6500 75.00 85.00 - - Sops 1-3 2/e 1 Yeas;Steps 4.7 are 6 mos. SIGN ERECTOR 06/012009 $37.780 APPRENTICE: SIGNERECPDR-Lcea135Zooe2 Rano Step 1 2 3 4 5 6 7 B 9 1:1 % 50.00 55.00 60.00 65.00 7000 75.00 8000 95.00 9000 Steps asc d mos. ' SLATE/TILE/PRECAST CONCRETE ROOFER 02/012009 $54.110 SPECIALIZED EARTH MOVING EQUIP<35 TONS 12/012009 543.520 06/012010 $44.120 12/012010 544.720 06/012011. $45.470 12/0/2011 $46.130 06/012012 546.780 ' 12/012012 547.810 SPECIALIZED EARTH MOVING EQUIP 35 TONS 12/012009 $43.810 06/012010 $44.410 12/012010 $45.010 06/012011 545.760 12/012011 $46.420 06/012012 547.070 12/012012 548.100 ' SPRINKLER FITTER - 09/162009 568.450 03/1620/0 $69.700 APPRENTICE: SPRINKLER FITTER-Loce1550 R4no Step 1 2 3 4 5 6 7 8 9 10 1:1 % 4000 45.00 50.00 5500 60.00 65.00 70.00 7500 80.00 95.00 STEAM BOILER OPERATOR12/012009 $58.190 06/012010 $59.430 12/012010 $60680 TAMPERS,SELF-PROPELLED OR TRACTOR DRAWN 12/012009 $58.190 06/012010 $59.430 12/012010 $60.680 TELECOMMUNICATION TECHNICIAN 09/012009 $52.870 03/012010 S53.790 09/012010 554.720 ' 03/012011 $55.660 APPRENTICE: TELECOMMUNICATIONTECHNICIAN-Lo.9103 Ratio Step 1 2 3 4 5 6 7 8 I:1 % 4000 45.00 50.00 55.00 60.0 6500 75.00 sow TERRAZZO FINISHERS 08/012009 566.060 02/012010 $66.950 08/012010 568.850 02/012011 $69.840 08/01/2011 $71.940 02/012012 572.930 APPRENTICE: MARBLE-TILE-TERRAIZOFINISHER-Lecal3 Marble&Tile Rsaa Sop 1 2 3 4 5 1'.3 % 50.00 6000 70.00 8000 90.0 Sops w 800 bo. This wage schedule must be posted at the work site in accordance with M.G.L.ch.149,sec.27 Failure of the employer to pay"prevailing wage rates,'which are the minimum wage rates listed above,on public works projects is a violation of M.G.L.ch.149,sec.27. Employees not receiving such rates should report the violation to the Office of Fair Labor and Business Practices,100 Cambridge Street,Boston,MA 02108;Tel: 617-727-3465. Issue Date: 12/22/2009 Wage Request Number: 20091221-003 Page 8 Of 10 4- 8 THE COMMONWEALTH OF MASSACHUSETTS R EXECUTIVE OFFICE OF LABOR AND WORKFORCE DEVELOPMENT x ' DIVISION OF OCCUPATIONAL SAFETY } Prevailing Wage Rates DEVAGw.PATRICK As determined by the Commissioner under the provisions of the SUZANNE M BUMP ' Sw ary NLe ,and WMrormCk,dopm- TIMOTHY P.MURRAY Massachusetts General Laws,Chapter 149,Sections 26 to 27H NOEL GEORGEEORGE L Liewmvn�Gnvmw OE LAURA M.MARLIN Cnmmsrioner aUioiziun nrUmury�iwal sal u' ' Awarding Authority: Dept.of Fish and Game-Fishing and Boating Ac Contract Number: PA-218 City/Town: SALEM Description of Work: Danvers River,Salem-Boat Ramp Improvements.Reconstruction of a concrete boat ramp,installation of Floating docks,steel piles,stone revetment and miscellaneous work. Job Location: 24 Kemwood Street,Salem,MA ' Classification Effective Dates and Total Rates TEST BORING DRILLER 12/012009 $48.500 06/01/2010 549.500 12/01/2010 $50.750 06/012011 $51.750 /2/012011 553.000 TEST BORING DRILLER HELPER 12/012009 $47.220 06/012010 $48.220 12/012010 549.470 06/012011 $50.470 12/012011 $51.720 TEST BORING LABORER 12/012009 $47.100 06/012010 548.100 12/0120I0 $49.350 06/012011 $50.350 12/012011 $51.600 TRACTORS/PORTABLE STEAM GENERATORS 12/012009 $58.190 06/012010 $59430 12/01/2010 $60.680 ' TRAILERS FOR EARTH MOVING EQUIPMENT 12/012009 $44.100 06/012010 544.700 12/012010 545.300 06/012011 $46.050 12/012011 $46,710 06/012012 547.360 12/012012 548.390 TUNNEL WORK,COMPRESSED AIR 12/012009 $59.680 06/012010 $60.930 12/012010 $62.180 06/0/2011 $63.430 12/012011 $64.680 TUNNEL WORK-COMPRESSED AIR(HAZ.WASTE) 12/012009 561.680 06/012010 $62.930 12/012010 $64.180 06/012011 $65.430 12/012011 566.680 ' TUNNEL WORK-FREE AIR -12/012009 $51.750 06/012010 $53.000 12/012010 $54.250 06/012011 $55.500 12/012011 556.750 TUNNEL WORK-FREE AIR(HAZ.WASTE) 12/012009 $53.750 06/012010 $55.000 12/012010 $56250 06/012011 $57.500 12/012011 $58.750 ' VAC-HAUL 12/012009 $43.520 06/012010 544.120 12/012010 $44720 06/012011 $45.470 12/012011 546.130 06/012012 $46.780 12/012012 547.810 WAGON DRILL OPERATOR - 12/012009 544.000 06/012010 545.000 12/012010 $46250 ' 06/012011 $47.250 12/012011 $48.500 WASTE WATER PUMP OPERATOR 1 2/012 0 0 9 $58.530 06/012010 $59.780 12/01/2010 $61030 WATER METER INSTALLER 09/012009 $61.420 03/012010 $63420 ' Marine Drilling - BLASTER 10/012005 $35.730 BOAT CAPTAIN 10/012005 $30.270 BOAT MASTER 10/012005 $31.890 ' CORE DRILLER 10/012005 S28.630 CORE DRILLER HELPER 10/012005 $26.480 DRILLER 10/012005 $35.200 ENGINEER 10/012005 $35.190 HELPER 10/012005 $30.670 MACHINIST 10/012005 $34.330 OILER,MARINE DRILLING 10/012005 $30.670 ' TUG DECKHAND 10/012005 $25.840 WELDER 10/012005 $34.330 1 This wage schedule must be posted at the work site in accordance with M.G.L.ch.149,sec.27 Failure of the employer to pay"prevailing wage rates,"which are the minimum wage rates listed above,on public works projects is a violation of M.G.L.ch.149,sec.27. Employees not receiving such rates should report the violation to the Office of Fair Labor and Business Practices,100 Cambridge Street,Boston,MA 02108;Tel: 617-727-3465. Issue Date: 12/22/2009 Wage Request Number: 20091221-003 Page 9 of 10 4.q THE COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF LABOR AND WORKFORCE DEVELOPMENT Qi DIVISION OF OCCUPATIONAL SAFETY i.d Prevailing Wage Rates DEVALL.PATRICK As determined by the Commissioner under the provisions of the SUZANNE M BUMP ' Sx+4°ry dLala,wd W.W.—Drvel'Tmeni TIMOTFIYP MURRAY Massachusetts General Laws,Chapter 149,Sections 26 to 27H GEORGE NOEL Lieu.Gom"e Di,mmof Labr LAURA M.MARLIN Cmmmixvonera,Div—d Px,—,1a4v ' Awarding Authority: Dept.of Fish and Game-Fishing and Boating Ac Contract Number: PA-218 City/Town: SALEM Description of Work: Danvers River,Salem-Boat Ramp Improvements.Reconstruction of a concrete boat ramp,installation of floating ' docks,steel piles,stone revetment and miscellaneous work. Job Location: 24 Kentwood Street,Salem,MA Classifcation Effective Dates and Total Rates Additional Apprentice Information- Minimum wage renes for apprentices employed on public works projects are listed above as a percentage ofthe predetermined hourly wage rate established by the Commissioner under the provisions of the M.G.L.c.149,as.26-27D. Apprentice mtios am established by the Division of Apprenticeship Training pursuant to M G.L. c.23,as.11 E-I IL. All apprentices most be registered with the Division ofAppreaticsship Training in accordance with M.G.L.c.23,ss.I IE-I IL. ' All steps are six months(1000 hours)unless otherwise specified. • Ratios are expressed in allowable number ofapprentices to journeymen or fraction thereof ;:. Multiple ratios are listed in the comment field The jab site ratio of2 apprentices(APP)for every 3 journeymen(JM)is allowed as follows: I JM:1 APP;2-3 JM:2 APP;46 JM:4 APP;7-91M:6 APP;10.12 JM:8 APP;13-151M:10 APP;are. •••' The job site ratio of2 apprentices(APP)for every 3 journeymen(1M)is allowed as follows: t ' This wage schedule must be posted at the work site in accordance with M.G.L.ch.149,sec.27 Failure of the employer to pay"prevailing wage rates,"which are the minimum wage rates listed above,on public works projects is a violation of M.G.L.ch.149,sec.27. Employees not receiving such rates should report the violation to the Office of Fair Labor and Business Practices,100 Cambridge Street,Boston,MA 02108;Tel: 617-727-3465. Issue Date: 12/222009 - Wage Request Number: 20091221-003 Page 10 of 10 1 4"1° Notice to Awarding Authorities http://www.mass.gov/?pageID=elwdterminal&L=5&LO=Home&LI.. The Official Website of the Executive Office of Labor and Workforce Development(EOLWD) Mass.Gov Labor and Workforce Development ' Home>Workers and Unions>Wage and Employment Related Programs>Prevailing Wage Program>Attachments for Prevailing Wage Schedules> Notice to Awarding Authorities ' The Massachusetts Prevailing Wage Law M.G.L. c. 149,§§26-27 ' NOTICE TO AWARDING AUTHORITIES • The enclosed wage schedule applies only to the speck project listed at the top of the schedule, and these rates will remain in effect for the duration of the project,except in the case of multi-year projects. For projects lasting longer than one year, awarding authorities must request updated rates. ' • You should request an updated wage schedule from the Division of Occupational Safety if you have not opened bids or selected a contractor within 90 days of the date of issuance of the enclosed wage schedule.. • The wage schedule shall be incorporated in any advertisement or call for bids for the project for which it has been issued. • Once a contractor has been selected by the awarding authority,the wage schedule shall be made a part of the ' contract for that project. NOTICE TO CONTRACTORS • The enclosed wage schedule must be posted in a conspicuous place at the work site during the life of the project. • The wages listed on the enclosed wage schedule must be paid to employees on public works projects regardless of whether they are employed by the prime contractor, a filed sub-bidder,or any sub-contractor. 1 • The enclosed wage schedule applies to all phases of the project, including the final clean-up. Contractors whose only role is to perform final clean-up must pay their employees according to this wage schedule. ' All apprentices must be registered with the Massachusetts Division of Apprenticeship Training(DAT) in order to be paid at the lower apprentice rates. All apprentices must keep his/her apprentice identification card on his/her person during all work hours. If a worker is not registered with DAT,they must be paid the"total rate" listed on the wage schedule regardless of experience or skill level. For further information, please call 617-626.5409,or write to: DAT, 19 Staniford Street, Is'Floor, P.O. Box 146759,Boston, MA 02114. 1 I of 1 12/22/2009 7:30 AM 411 LEI, ,,I "IMSFIE,�Rlql ull-Ar"k 'Ptm , U , ,U,T 30, 0-2 -19--c-Dtfl Date racieved by awarding aufl�ority ' WEEKLY PAYROLL RECORDS REPORT & STATEMENT OF COMPLIANCE In accordance with Massachusetts General Law c. 149, §2713, a true and accurate record must be kept of all persons employed on the public works project for which the enclosed rates have been provided. A Payroll Form has been printed on the reverse of this page and includes all the information required to be kept by law. Every contractor or subcontractor is required to keep these records and preserve them for a period of three years from the date of completion of ' the contract. In addition, every contractor and subcontractor is required to submit a copy of their t weekly payroll records to the awarding authority. For every week in which an apprentice is employed, a photocopy of the apprentice's identification card must be attached to the payroll report. Once collected, the awarding authority is also required to preserve those records for three ' years. In addition, each such contractor, subcontractor, or public body shall furnish to the awarding authority directly, within fifteen days after completion of its portion of the work a statement, executed by the contractor, subcontractor or public body who supervises the payment of wages, in the following form: STATEMENT OF COMPLIANCE 20 1 I (Name of signatory party) � (Title) do hereby state: ' That I pay or supervise the payment of the persons employed by on the (Contractor,subcontractor or public body) - (Building or project) and that all mechanics and apprentices,teamsters,chauffeurs and laborers employed on said project have been paid in accordance with wages determined under the provisions of sections twenty-six and twenty-seven of chapter one hundred and forty nine of the General Laws. Signature Title 1 ' DIVISION OF OCCUPATIONAL SAFETY, 19 STAMFORD STREET,2nd FLOOR,BOSTON,MA 02114 1 4- 13 Notice to Drivers of BIT JMINOUS CONCRETE http://www.tpass.gov/?pagelD=eIwdterminal&L=5&LO=Home&LI.. The Official Website of the Executive Office of Labor and Workforce Development(EOLWD) Mass.Gov Labor and Workforce Development Home>Workers and Unions>Wage and Employment Related Programs>Prevailing Wage Program>Attachments for Prevailing Wage Schedules> Notice to Drivers of BITUMINOUS CONCRETE NOTICE:TO AWARDING AUTHORITIES AND CONTRACTORS ' ISSUED:SEPTEMBER 1,2006 DRIVERS WHO HAUL BITUMINOUS CONCRETE(ASPHALT) ' The Massachusetts Supreme Judicial Court recently affirmed that drivers who haul bituminous concrete to public construction projects are not covered by the Prevailing Wage Law while off-site, including time spent over-the-road and picking-up materials. These drivers are covered by the Prevailing Wage Law only while on-site at the public construction project. In Teamsters Joint Council No. 10 v. Department of Labor, et al.,447 Mass. 100(2006), ' the SJC upheld a 2001 administrative decision limiting the applicability of prevailing wage rates to the time bituminous drivers spend at the public construction site. This most recent 1 decision of the SIC followed a 1989 ruling that had upheld an earlier Department of Labor .(and Industries')policy that had deemed this category of drivers to be"teamsters"under the Law and, therefore, entitled to prevailing wage rates. See Construction Industries of Massachusetts v. Commissioner of Labor and Industries,406 Mass. 162(1989). However,the earlier court case had left open the question of whether this entitled these bituminous drivers to prevailing wage rates for their over-the-road time as well as their on-site time.This most recent decision has now answered that question. All of the requirements of the Prevailing Wage Law, including certified weekly payroll requirements, apply to bituminous drivers for all time spent at the public construction site. DRIVERS WHO HAUL READY-MIX CONCRETE(CEMENT) Drivers who haul ready-mix concrete to public construction projects are not covered by the Prevailing Wage Law while off-site, including time spent over-the-road and picking-up materials.These drivers are covered by the Prevailing Wage Law while on-site at the public construction project. This applicability determination was established by a 2001 administrative �. decision of the Department of Labor's Division of Occupational Safety. All of the requirements of the Prevailing Wage Law, including certified weekly payroll i requirements, apply to ready-mix drivers for all time spent at the public construction site. Please feel free to contact the Division of Occupational Safety at 617-626-6953 if you have any questions. Questions about enforcement of the Prevailing Wage Law may be directed to the Attorney General's Fair Labor and Business Practices Division at 617-727-3465 4-14 of 2 12/22/2009 7:30 AM Notice to Drivers of BITUMINOUS CONCRETE http://www.mass.gov/?pageID=elwdtern ina[&L=5&LO=Home&LI.. ©2009 Commonwealth of Massachusetts. 1 of 2 12/22/2009 7:30 AM PROPOSAL FOR Proposed Public Access Facility Improvements Boat Ramp and Floating Docks Danvers River, Salem, MA; COMMONWEALTH OF MASSACHUSETTS, (Department of Fish and Game, Office of Fishing and Boating Access); LOCATION The work referred to herein is in the city of Salem, county of Essex, Commonwealth of j Massachusetts, and as shown by a set of plans on file in the office of the Department of Fish and Game, Office of Fishing and Boating Access entitled: " Proposed Public Access Facility Improvements, Boat Ramp and Floating Docks, Danvers River, Salem, MA" by the Department of Fish and Game, Office of Fishing and Boating Access, and Fay, 1 Spofford and Thorndike, LLC, stamped and dated December 17, 2009, consisting of 3 sheets. This Proposal includes Addendum numbered To the Party of the First Part: The undersigned, as bidder, declares that the only persons or parties interested in this proposal as principals are those named herein, that this proposal is made without collusion with any other person, firm or corporation, that has carefully examined the location of the proposed work, the proposed form of contract, the standard specifications and plans therein referred to and the Special Provisions hereto annexed; and he proposes and agrees, if this proposal is accepted, that he will contract with the Party of the First Part, in the form of the contract referred to herein and to be annexed hereto, to provide all necessary machinery, tools apparatus and other means of construction and to do all the work and furnish all the materials specified in the contract, in the manner and time therein prescribed, and according to the requirements of the Engineer as therein set forth, and that he will take in payment therefore the following unit prices to wit: 5-1 ITEM NO. QUANTITY ITEM WITH UNIT BID PRICE UNIT PRICE AMOUNT WRITTEN IN WORDS 101.1 1 L.S. Miscellaneous, the lump sum price of Per Lump Sum 112 1 L.S. Demolition,the lump sum price of Per Lump Sum 120.2 1 L.S. Excavation,the lump sum price of Per Lump Sum 151.1 135 Ton Gravel Borrow,the unit price of Per Ton 155.4 155 Ton Bedding Stone,the unit price of Per Ton 156 440 Ton Crushed Stone,the unit price of Per Ton 402 70 Ton Dense Graded Crushed Stone,the unit price of Per Ton AMOUNT CARRIED FORWARD l 5_2 1 1 ITEM NO. QUANTITY ITEM WITH UNIT BID PRICE UNIT PRICE AMOUNT WRITTEN IN WORDS AMOUNTBROUGHTFORWARD ' 460 75 Ton Hot Mix Asphalt,the unit price of Per Ton 501.1 150 L.F. Granite Curb,Straight,the unit price of Per Linear Foot 697.1 1 L.S. Siltation Boom,the lump sum price of Per Lump Sum 701 21.5 S.Y. Cement Concrete Sidewalk,the unit price of 1 Per Square Yard IAMOUNT CARRIED FORWARD 5-3 i ITEM NO. QUANTITY ITEM WITH UNIT BID PRICE UNIT PRICE AMOUNT WRITTEN IN WORDS AMOUNTBROUGHTFORWARD ' 905.1 112.8 C.Y. Cement Concrete,3/8"Agg.,the unit price of Per Cubic Yard ' 905.2 1 L.S. Concrete Fill,the lump sum price of Per Lump Sum 921.1 1 Each 6'x6'Timber Float Ramp,the unit price of Per Each 921.2 5 Each 6'x20'Timber Floats,the lump sum price of Per Each ' 950 1 L.S. Steel Cofferdam,the lump sum price of Per Lump Sum AMOUNT CARRIED FORWARD 1 5-4 1 1 ITEM NO. QUANTITY ITEM WITH UNIT BID PRICE UNIT PRICE AMOUNT WRITTEN IN WORDS AMOUNTBROUGHTFORWARD 983.1 1015 Ton Armor Stone—New,the unit price of Per Ton 1 983.2 300 S.Y. Armor Stone,Remove&Reset,the unit price of Per Square Yard 983.3 1 L.S. Filter Fabric,the lump sum price of Per Lump Sum 1001 223 L.F. 12"Steel.Pipe Piles,the unit price of ' Per Each 1002 1 Each Rock Socket for Steel Pipe Piles,the unit price of 1 Per Each TOTAL BID (Written in Words) y 5-5 1 The foregoing prices shall include the furnishing of all materials (except as herein otherwise specified) the performing of all the labor requisite or proper, and the providing of all the necessary machinery, tools, apparatus and other means of construction, the doing of all the above mentioned ' work in the manner set forth, described and shown in the specification and on the drawings for the work and in the form of the contract, and the completion thereof by June 30, 2010. The period of work shall begin from the day when the Contractor's copy of the contract will have been delivered. If this proposal shall be accepted and the undersigned shall fail to contract as aforesaid mentioned and to give bond in the sum to be determined as aforesaid with surety satisfactory to the Department within ten (10) calendar days from the date of the mailing of a notice from the Department to him according to the address herewith given; that the contract is ready for signature, the Department may at its option, determine that the bidder has abandoned the contract, thereupon this proposal and the acceptance thereof shall be null and void, and the proposal guaranty submitted, covering this proposal shall become the property of the Department otherwise the said proposal guaranty shall be returned to the undersigned. Full name and address of individual, firm,partnership or corporation submitting this bid: Signed by: Title: 1 Federal Employers Identification No. or Social Security No. NOTICE: Bid shall be signed in Black in by person having proper legal authority, and the person's title should be given, such as "owner" in the case of an individual, "partner" in the case of a general partnership. "president", "treasurer" or"clerk" in the case of a corporation. 1 1 5-6 1 1 If a bidder is an individual or individuals doing business as a firm, give the full name and address of each individual: Owner or Partner Address If the bidder is a corporation, give the State in which incorporated and the name and business address of the following officers: President Treasurer Clerk State here if bid is submitted by joint venture: and if any of the joint ventures is a corporation, a copy of the vote of the corporation authorizing the joint venture should be attached hereto, The proposed surety on the bond to be given is: 1 1 5_7 1 SAMPLE At a meeting of the Board of Directors of the ' (Name of Corporation) held on at which (Date) all the Directors were present or waived notice, it was or At a regularly called meeting of the Board of Directors of the held on (Name of Corporation) (Date) at which a quorum was present, it was voted that (Name) 1 officer of this company,be and he hereby is authorized to execute contracts and bonds in the name and behalf of said company, and affix its corporate seal thereto; and such execution of any contract or obligation in this company's name on behalf by such officer under seal of this company shall be valid and binding upon this company. A true copy ATTEST: (Clerk) Place of business Date of this contract I hereby certify that I am the Clerk of the 1 (Name of Corporation) that ' is the duly elected officer (Name) of said company, and that the above vote has not been 1 amended or rescinded and remains in full force and as of this date. ' (Clerk) Corporate Seal 5-8 1 FORM OF NON-COLLUSIVE AFFIDAVIT State of ss. County of ) 1 being first sworn, depose and says: That he is ' . (a partner or officer of the firm of,etc.) the party making the foregoing proposal bid,that such proposal or bid is genuine and non-collusive or sham: that said has not colluded, conspired, connived or agreed directly or indirectly with any bidder or person to put in a sham bid or to refrain from bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication or conference, with any person, I to fix the bid price of affiant or of any bidder, or to fix any overhead, profit or cost element of said bid price, or of that of any other bidder, or to secure any advantage against the Department of Fish and Game or any person interested in the contract; and that all statements in said proposal or bid are true. Signature of: Bidder, if bidder is an individual Partner, if the bidder is a corporation 1 Subscribed and sworn to before me this day of 20_ 1 Seal Notary Public 1 My commission expires 1 5-9 1 t 1 REVENUE ENFORCEMENT AND PROTECTION CERTIFICATION (REAP) Pursuant to Section 36 of Chapter 233 of the Acts of 1983, Amending Section of 49A (b), of Chapter 62c, General Laws, I, authorized signatory for whose principal place of business is at do hereby certify under the penalties of perjury that to the best of my knowledge and belief has complied with any and all applicable state tax laws. Name of Corporation IOr Company Title of Person signing Signature Date 1 The bidder must demonstrate compliance with Commonwealth tax laws, including M.G.L. C. 62C, s49A. The bidder must submit an original or photocopy of a Certificate of Good Standing, which has been issued by the Massachusetts Department of Revenue within the past year. To obtain a Certificate of Good Standing, the bidder must submit the request to: Department of Revenue, Tax Payer Division, Certificate Unit P.O. Box 7066, Boston,MA 02204 1 (617)887-6550 (617)887-6262 FAX Include the following information: Name, address and telephone number of the corporation. Reason for request. Be sure to mark your request with the word"BID". Types of taxes to which the corporation is subject and the corresponding Massachusetts identification number (if any). Power of Attorney Form M-2848, if applicable. Signature of a major officer of the corporation. The Certificate of Good Standing must be provided prior to final execution of the Contract Form. 1 5-10 1 II' , CERTIFICATE OF COMPLIANCE WITH MASSACHUSETTS EMPLOYMENT SECURITY LAW 1 Pursuant to G.L. c. 151A, s. 19A(b), I, (Name and Title)signing on behalf of , (Name and Title) hereby certify that the aforementioned employer has complied with all employment security laws of the Commonwealth of Massachusetts relating to contributions and 1 payments in lieu of contributions. ' Signed under the penalties of perjury this day of 120 1 ' (Signature) i s-11 1 ' CONTRACT THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF FISH AND GAME Office of Fishing and Boating Access Clause 1. This agreement made this day of 20 ,between the Commonwealth of Massachusetts,by the Department of Fish and Game,Office of Fishing and Boating Access, for the said 1 Commonwealth and , a corporation duly organized under the laws of the Commonwealth of Massachusetts and ' having a usual place of business in ,Massachusetts,herein called the Contractor. Clause 2. Witnesseth,The parties to this agreement,each in consideration of the agreements on the part of the other herein contained,do hereby agree,the Commonwealth of Massachusetts for itself,and said Contractor for itself and 1 its successors and assigns as follows: The Contractor agrees to furnish all equipment,machinery,tools and labor and furnish and deliver all materials required to be furnished and delivered in and about the improvement and to do and perform all work in In strict conformity with the provisions herein contained and of the Notice to Contractors, Proposal and Special ' Provisions hereto attached,and all applicable Standard Specifications for Highways and Bridges with the plans referred to herein. All said plans, Standard Specifications, Supplemental Specifications, Special Provisions,Notice to Contractors and Proposal are hereby made part of this contract. Clause 3. In consideration of the foregoing premises the Commonwealth agrees to pay and the Contractor agrees to receive as full compensation for everything furnished and done by the Contractor under this contract,including all work required but not shown on the plans for the items herein mentioned, and also for all loss or damage arising out of the nature of the work aforesaid,or from the action of the elements,or from any delay or from any unforeseen obstruction or difficulty encountered in the prosecution of the work,and for all risks of every description connected 1 with the work,and for all expenses incurred by or in consequence of the suspension or discontinuance of the work as herein specified,and for well and faithfully completing the work,and the whole thereof,as herein provided, such unit prices are set out in the accompanying proposal,and for all work required,for which there is no item in the 1 proposal,such compensation as is provided for in the aforesaid specifications. r � a 5_12 i j r In witness whereof,the said Contractor has caused these presents to be signed in its name and behalf and its corporate seal to be affixed by r Its . and Its thereto duly authorized,and the said Commonwealth has executed these presents by its Office of Fishing and Boating Access on the year and day above written ' Director,DF&G-Office of Fishing and Boating Access 1 1 r ' BY Contractor ' .Corporate Seal r � 1 r I r r 5-13 r 1 1 COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF FISH AND GAME Office of Fishing and Boating Access SCHEDULE OF PARTICIPATION BY MINORITY OR WOMEN ENTERPRISES(M/WBE) ' PROJECT NUMBER: PA-218 PROJECTION LOCATION:Danvers River,Salem DATE OF BID OPENING: Name,Address and Name of Activity (a.) (b.) (c.) Phone Number of M/WBE M/WBE Total Amount M/WBE Contractor Other eligible for ' Activity Business credit under Amount Amount rules in Section VIII of the 1 Special Provisions t Total Bid Amount Totals $ $ M/WBE Percentage of % % Total bid: 1 Column(a.)must be at least one-half of the M/WBE percentage goals. SIGNATURE: DATE: Tel.No. NAME AND TITLE(PRINT): MBE WBE Bidders are cautioned to read the Special Provision for Participation by Minority or Women Business Enterprises. To be submitted within seven days after the bid opening date 5-14 I COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF FISH AND GAME Office of Fishing and Boating Access ' MINORITY OR WOMEN'S BUSINESS ENTERPRISE PARTICIPATION LETTER OF INTENT ' PROJECT NUMBER: PA-218 PROJECTION LOCATION:Danvers River,Salem DATE OF BID OPENING: FROM: (Minority or Women's Business Enterprise) TO: (Name of Prime Contractor) 1. My company is currently certified as an MBE or WBE by the State Office of Minority and Women Business Assistance. There have been no changes affecting the ownership,control or independence of my 1since my last certification review. 2. If any such change occurs prior to my company's completion of this proposed work,I will give written notification to your firm and to the DF&G-Office of Fishing and Boating Access. 3. (For contractor activity only.) My firm will provide to you,upon request,for the purpose of obtaining subcontractor approval from OFBA;(1)a resume stating the qualifications and experience of the superintendent or foreperson who will supervise on site-work; (2)a list of equipment owned or leased by my furn for use on the project; (3)a list of all projects(public or private)which my firm is currently performing, is committed to perform,or intends to make a comrrutment to perform. I shall include, for each project,the name,telephone number of a contact person for the contracting organization,the dollar value of the work,description of the work,and my firm's work schedule for the project. ' - - 4. If you are awarded the contract,my company intends to enter into an agreement with your firm to perform the items of work or other activity described on the following sheet for the prices indicated. 5. My firm has the ability to manage,supervise and perform the.activity described on the following page. SIGNATURE: DATE: (M/WBE) 1 NAME AND TITLE(PRINT): MBE WBE To be submitted within seven days after the bid opening date 1 r a 1 5-15 ' COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF FISH AND GAME Office of Fishing and Boating Access ' MINORITY OR WOMEN'S BUSINESS ENTERPRISE PARTICIPATION ' PROJECT NUMBER: PA-218 PROJECTION LOCATION:Danvers River,Salem DATE OF BID OPENING: ' Item Number Description of Activity Quantity Unit Amount if applicable with notifications such as Labor Only,or Complete Price 1 1 1 I 1 ' TOTAL: SIGNATURE: DATE: (M/WBE) NAME AND TITLE(PRINT): MBE _WBE ' To be submitted within seven days after the bid opening date 5-16 1 COMMONWEALTH TERMS AND CONDITIONS This Commonwealth Terms and Conditions form is jointly any alleged breach or failure to perform, if applicable,and any instructions or issued by the Executive Office for Administration and restrictions concerning allowable activities, costs or expenditures by the Finance(ANF),the Office of the Comptroller(CTR)and Contractor during the notice period. ' the Opemtioml Services Division(OSD) for use by all 6. ConBdentialiN. The.Contractor shall comply with M.G.L. C. 66A if the Commonwealth of Massachusetts ("State") Departments Contractor becomes a "holder" of"personal data". The Contractor shall also and Contractors. Any changes or electronic alterations by either the protect the physical security and restrict any access to personal or other Department or the Contractor to the official version of this form,as jointly Department data in the Contractor's possession,or used by the Contractor in the ' published by ANF, CTR and OSD, shall be void. Upon execution of these performance of a Commix, which shall include, but is not limited to the Commonwealth Terms and Conditions by the Contractor and filing as prescribed Department's public records,documents,fila,software,equipment or systems. by the Office of the Comptroller,these Commonwealth Terms and Conditions will 7. Record-keeping And Retention, Inspection Of Records. The Contractor be incorporated by reference into any Contract for Commodities and Services shall maintain records,books,film and other data as specified in a Contract and in executed by the Contractor and any State Department, in the absence of a such detail as shall properly substantiate claims for payment under a Contract,for ' superseding law.or regulation requiring a different Contract form. Perfommarmce a minimum retention period of seven(7)years beginning on the first day after the shall include services tendered,obligations due,costs incurred,commodities and final payment under a Contract, or such longer period as is necessary for the deliverables provided and accepted by the Department, programs provided or resolution of any litigation,claim,negotiation,audit or other inquiry involving a other commitments authorized under a Contract. A deliverable shall include any Contract. The Department shall have access, as well as any parties identified tangible product to be delivered as an element of performance under a Contract. under Executive Order 195,during the Contractor's regular business hours and The Commonwealth is entitled to ownership and possession of all delivembla upon reasonable prior notice, to such records, including on-site reviews and purchased or developed with State finds. Contract shall mean the Standard reproduction of such records at a reasonable expense. Contract Form issuedjointly by ANF,CTR and OSD. 8. Assignment. The Contractor may not assign or delegate,in whole or in pan, 1. Contract Effective Start Date. Notwithstanding verbal or other or otherwise transfer any liability,responsibility,obligation,duly or interest under representations by the parties,or an earlier start date indicated in a Contract,the a Contract,with the exception that the Contractor shall be authorized to assign effective start date of performance under a Contract shall be the date a Contract present and prospective claims for money due to the Contractor pursuant to a has been executed by an authorized signatory of the Contractor,the Department,a Contract in accordance with M.G.L. C. 106, §9-318. The Contractor must later date specified in the Contract or the date of any approvals required by law or provide sufficient notice of assignment and supporting dmumenratim to enable regulation,whichever is later. - the Department to verify and implement the assignment. Payments to third party 2.Payments And Compensation The Contractor shall only be compensated for assignees will be processed as if such payments were being made directly to the performance delivered and accepted by the Department in accordance with the Contractor and these payments will be subject to intercept,offset,counter claims specific terms and conditions of a Contract. All Contract payments are subject to or any other Department rights which are available to the Department or the State appropriatim pursuanttoM.G.L.C.29,§26,or the availability of sufficient non- against the Contractor. appropriated funds for the purposes of Contract,and shall be subject to intercept 9. Subcontracting By Contractor. Any subcontract entered into by the pursuant to M.G.L. C. 7A, §3 and 815 CMR 9.00. Overpayments shall be Contractor for the purposes of fulfilling the obligations under a Contract must be reimbursed by the Contractor or may be offset by the Department fiom future in writing,authorized in advance by the Department and shall be consistent with payments in accordance with state finance law. Acceptance by the Contractor of and subject to the provisions of these Commonwealth Terms and Condition and a any payment or partial payment,without any written objection by the Contractor, Contract. Subcontracts will not relieve or discharge the Contractor fiom any duty, - shall in each instance operate as a release and discharge of the State from all obligation,responsibility or liability arising under a Contract. The Department is ' claims,liabilities or other obligations relating to the performance of a Contract. -entitled to copies of all subcontracts and shall not be bound by any provisions 3. Contractor Payment Mechanism, All Contractors will be paid using the contained in a subcontract to which it is not a party. Payment Voucher System unless a different payment mechanism is required The 10.Affirmative Action,Non-Discrimirmtion In Hirine And Employment The Contractor shall timely submit invoices (Payment Vouchers - Form Pv) and Contractor shall comply with all federal and state laws, rules and regulations supporting documentation as prescribed in a Contract. The Department shall promoting fair employment practices or prohibiting employment discrimination review and return rejected invoices within fifteen (15) days of receipt with a and unfair labor practices and shall not discriminate in the hiring of any applicant written explanation for rejection. Payments shall be made in accordance with the for employment nor shall any qualified employee be demoted, discharged or bill paying policy issued by the Office of the Comptroller and 815 CMR 4.00, otherwise subject to discrimination in the tenme, position, promotional provided that payment periods listed in a Contract of less than forty-five(45)days opportunities, wags, benefits or terms and conditions of their employment ' from the date of receipt of an invoice shall be effective only to enable a because of race, color, national origin, ancestry, age, sex, religion, disability, Department to take advantage of early payment incentives and shall not subject handicap,sexual orientation or for exercising any rights afforded by law. The any payment made within the forty-five (45) day period to a penalty. The Contractor commits to purchasing supplies and services from certified minority or Contractor Payroll System,shall be used only for"Individual Contractors" who women-owned businesses, small businesses or businesses owned by socially or have been determined to be"Contract Employees"as a result of the Department's economically disadvantaged persons or persons with disabilities. completion of an Internal Revenue Service SS-8 form in accordance with the 11.Indemnification .Unless otherwise exempted by law,the Contractor shall Omnibus Budget Remnciliatim Act (OBRA) 1990, and shall automatically indemnify and hold harmless the State, including the Department, its agents, process all state and federal mandated payroll,tax and retirement deduction. officers and employees against any and all claims, liabilities and costs for any 4.Contract Termination Or Suspension. A Contract shall terminate on the date personal injury or property damages,patent or copyright infringement orother specified in a Contract,unless this date is properly amended in accordance with all damages that the State may sustain which arise out of or in connection with the applicable laws and regulations prior to this date, or unless terminated or Commctors performance of a Contract, including but out limited to the suspended under[Iris Section upon poor written notice to the Contractor. The negligence,reckless or intentional conduct of the Contractor,its agents,officers, Department may terminate a Contract without cause and without penalty,or may employees or subcontractors. The Contractor shall at no time be considered an terminate or suspend a Contract if the Contractor breaches any material term m agent or representative of the Department or the State. After prompt notification ' condition or fails to perform or fulfill any material obligation required by a of a claim by the State,the Contractor shall have an opportunity to participate in Contract,or in the event of an elimination of an appropriation or availability of the defense of such claim and any negotiated settlement agreement or judgment. sufficient funds for the purposes of a Contract,or in the event of an unforeseen The State shall rot be liable for any costs incurred by the Contractor arising under public emergency mandating immediate Department action. Upon immediate this paragraph. Any indemnification of the Contractor shall be subject to notification to the other party,neither the Department nor the Contractor shall be appropriation and applicable law. deemed to be in breach for failure or delay in performance due to Acts of God or 12 Waivers. Forbearance or indulgence in any form or manner by a party shall other causes factually beyond their control and without their fault or negligence. not be construed as a waiver,nor in any way limit the legal or equitable remedies Subcontractor failure to perform or price increases due to market fluctuation or available to that party.No waiver by either party of any default or breach shall product availability will not be deemed factually beyond the Contractor's control. constitute a waiver of any subsequent default or breach. 5. Written Notice. Any notice shall be deemed delivered and received when 13. Risk Of Loss. The Contractor shall bear the risk of loss for any Contractor ' submitted in writing in person or when delivered by any other appropriate method materials used for a Contract and for all deliverables, Department personal or evidencing actual receipt by the Department or the Contractor. Any written notice other data which is in the possession of the Contractor or used by the Contractor in of termination or suspension delivered to the Contractor shall state the effective the performance of Contract until possession,ownership and full legal title to the date and period of the notice, the reasons for the termination or suspension, if deliverables are transferred to and accepted by the Department. appdiaablc,any alleged breach or failure to perform,a reasonable period to cure Page 1.of 2. S' �� COMMONWEALTH TERMS AND CONDITIONS 14. Forum. Choice of Low And Mediation. Any permitted by law. All amendments must be executed by the parties in accordance actions arising out of a Contact shall be governed by the with Section 1.of these Commonwealth Terms and Conditions and filed with the laws of Massachusetts, and shall be brought and original record copy of a Contract as prescribed by CTR.The primed language of ' maintained in a State or federal court in Massachusetts the Standard Contract Fong as officially published by ANF, CTR and OSD, which shall have exclusive jurisdiction thereof. The which incorporates by reference these Commonwealth TermsandConditions, Department, with the approval of the Attorney General's Office, and the shall supersede any conflicting verbal or written agreements relating to the Contractor may agree to voluntary mediation through the Massachusetts Office of performance of a Contract,or attached thereto,including contract forms,purchase ' Dispute Resolution(MODR)of any Contract dispute and will share the costs of orders or invoices of the Contractor. The order of priority of documents to such mediation No legal or equitable rights of the parties shall be limited by this interpret a Contract shall be as follows: the printed language of the Section Commonwealth Tema and Conditions, the Standard Contract Foray the 15. Contract Boilerplate Interoreration Sevemb'l'ty, C Bias With Law, Department's Request for Response (RFR) solicitation document and the Lateerad-, Any amendment or attachment to any Contract which contaim Contractor's Response to the RFR solicitation,excluding any language stricken conflicting language or has the affect of a deleting,replacing or modifying any by a Department as unacceptable and including any negotiated terms and printed language of these Commonwealth Tema and Conditions, as officially conditions allowable pursuant to law or regulation. published by ANF, CTR and OSD, shall be interpreted as superseded by the official primed language. If any provision of a Contract is found in be superseded IN WITNESS WHEREOF, The Contractor certify under the pair and by stare or federal law or regulation,in whole or in part,then both parties shall be penalties of perjury that it shall comply with these Commonwealth Terms ' relieved of all obligations under that provision only to the extent-necessary to and Conditions for any applicable Contract executed with the comply with the superseding law,provided however,that the remaining provisions Commonwealth as certified by their authorized signatory below: of the Contract, or portions tb eon shall be enforced to the fullest extent 1 CONTRACTOR AUTHORIZED SIGNATORY: (signature) Print Name: Title: Date: (Check One): Organization Individual Full Legal Organization or Individual Name: Doing Business As:Name(If Different): ' Tax Identification Number: Address: Telephone: FAR: ' INSTRUCTIONS FOR FILING THE COMMONWEALTH TERMS CONDITIONS A "Request for Verification of Taxation Reporting Information" form (Massachusetts Substitute W-9 Format), that contains the Contractor's correct TIN,name and legal address information,must be on file with the Office of the Comptroller. If the Contractor has not 1 previously filed this form with the Comptroller,or if the information contained on a previously filed form has changed,please fill out a W- 9 form and return it attached to the executed COMMONWEALTH TERMS AND CONDITIONS. If the Contractor is responding to a Request for Response (RFR), the COMMONWEALTH TERMS AND CONDITIONS must be submitted with the Response to RFR or as specified in the RFR. Otherwise,Departments or Contractors must timely submit the completed and properly executed COMMONWEALTH TERMS AND CONDITIONS(and the W-9 form if applicable)to the:Payee and Payments Unit, Office of the Comptroller, 9th Floor, One Ashburton Place,Bosman,MA 02108 in order to record the filing of this form on the MMARS Vendor File. Contractors are required to execute and file this form only once. Page 2.of 2. _ S-18 Q Request for Taxpayer Completed form should be Form W-9 given to the requesting (Massachusetts Substitute W-9 Form) Identification Number and Certification department or the department Rev.April 2009 you are currently doing business with. Name(List legal name,9 joint names,list first 8 Circe the name of the person whose TIN you enter in Part 1-Sea Specific Instruction on page 2) ' Business name,if different from above.(See Specific Instruction on page 2) d a A ' `o Check the appropriate box: ❑ Individual/Sole proprietor ❑Corporations ❑ Partnership ❑ Other►-------------- - Legal Address:number,street,and apt.or suite no. Remittance Address:if different from legal address number,street,and apt.or a suite no. d ' d City,state and ZIP code City,state and ZIP code 'a Phone#( ) Fax#( ) Email address: ' Taxpayer Identification Number(TIN) Ent�er�youpTlN�lr��ie"apprapnamnox-1For mdllnduals th)s�ls lyo r''soaalf k- syr oc allsecun vnu(nber- secunt,�yn4—�m"berc(SSM ,However for�a�res�tlent alien sole�.gropdet87 or -r,� lSz trier r ri a rsx �drsr�egardedientity spe the Part hlnst-`Nctionron�, �`I��y-��x.�� t��''� ��`..��'-0 QkQ ❑� �iQQQ� page 2� For blhetrenhhes d Is your employer Idendfitfbn nEIN1'; 'w'-y } , yo11 dolnkit have amur$t err seeSHow-to get a TIN yn paget"1 I , h (d9Fa 3k,.--,. � 7rtmI t' (Jdte ffjhe a�Cyn'u'ntts`lnamore dianronejname.gee ha ehartbn p g''e`2'(Or `' -: Employ wdentficaion numbef ' Vendors to ,; Wnar 2 'cf>�r 'f" 9 bl1NSti..- ..... . ,jDunn�andBre`Hstreef{Unlversal Numbedng�Systod%jDUNS),t`� `5 � �1b �A, �"` " r :Ha i� ,S&�Yq tt,�..-.�r Cehlfication Under penalties of perjury,I certify that: - ' 1. The number shown on this form is my correct taxpayer identification number(or I am waiting for a number to be issued to me),and 2. 1 am not subject to backup withholding because:(a)I am exempt from backup withholding,or(b)I have not been notified by the Internal Revenue Services(IRS)that 1 am subject to backup withholding as a result of a failure to report all interest or dMdends,or(c)the IRS has notified me that Lam no longer subject to backup withholding,and 3. 1 am an U.S.person(including an U.S.resident alien). 4. 1 am currently a Commonwealth of Massachusetts's state employee:(check one): No_Yes_If yes,In compliance with the State Ethics Commission requirements. - Certification Instructions: You must cross out Hem 2 above if you have been notified by the IRS that you are currently subject to backup withholding because you have failed to report all interest and dividends on your tax relum. For real estate transactions,item 2 does not apply. Sign .Here I Authorized Signature ► Date ► Purpose of Forel conditions. This is called backup withholding.' S.You do not certify to the requester that you are A person who is required to file an information Payments that may be subject to backup not subject to backup withholding under 4 above return with the IRS must get your correct withholding include interest,dividends,broker and (for reportable interest and dividend accounts taxpayer identification number(TIN)to report,for barter exchange transactions,rents,royalties, opened after 1983 only). example,income paid to you,real estate nonemployee pay,and certain payments from transactions,mortgage interest you paid, fishing boat operators. Real estate transactions Certain payees and payments are exempt from acquisition or debt,or contributions you made to are not subject to backup withholding. backup withholding. See the Part II instructions an IRA. on page 2. If you give the requester your correct TIN,make Use Form W-9 only If you are a U.S.person the proper certifications,and report all your Penalties ' (including a resident alien),to give your correct taxable interest and dividends on your tax return. Failure to furnish TIN. If you fail to furnish your TIN to the person requesting it(the requester) Payments you receive will not be subject to correct 71N to a requester,you are subject to a and,when applicable,to: backup withholding. Payments you receive will be subject to backup withholding If: penalty of$50 for each such failure unless your 1. Certify the TIN you aregiving is correct(or failure is due to reasonable cause and not to you are waiting for a number to be issued). 1. You do not furnish your TIN to the willful neglect. 2. Certify you are not subject to backup requester,or Civil penalty for false information with respect withholding 2. You do not certify your TIN when required to withholding. If you make a false statement (see the Part II instructions on page 2 for with no reasonable basis that results in no backup If you are a foreign person,use the _ details),or withholding,you are subject to a$500 penalty. ' appropriate Form W.S. See Pub 515, Withholding of Tax on Nonresident Aliens and 3. The IRS tells the requester that you fumished Criminal penalty for falsifying Information. Foreign Corporations. an incorrect TIN,or Willfully falsifying certifications or affirmations may subject you to criminal penalties including What Is backup withholding?Persons making 4. The IRS tells you that you are subject to fines and/or imprisonment certain payments to you must withhold a backup withholding because you did not designated percentage,currently 28%and pay to report all your Interest and dividends only),or Misuse of TINS. If the requester disdoses or uses the IRS of such payments under certain TINS in violation of Federal law,the requester may be subject to civil and criminal penalties. Form MA-W-9(Rev.April 2009) 5—(9 Specific Instructions What Name and Number to How tO get TIN. If you do not have a Give the Requester Name. If you are an individual,you must TIN,apply for one immediately. To apply for an Q generally enter the name shown on your social SSN,gel Form SS-5,Application for a Social security card. However,if you have changed Security Card,fmm your local Social Security For this type of account: Give name and SSN of: ' your last name,for instance,due to marriage Administration office.Get Form W-7,Application 1. Individual The individual without informing the Social Security for IRS Individual Taxpayer Identification Number, 2. Two or more The actual owner of the Administration of the name change,enter your to apply for an ITIN or Form SS-4,Application for individuals Goint account or,if combined first name,the last name shown on your social Employer Identification Number,to apply for an account) funds,the first security card,and your new last name. EIN. You can get Forms W-7 and SS-4 from the individual on the If the account is in joint names,list first and IRS by calling 1-800-TAX-FORM(1-800-829- account' z then circle the name of the person or entity 3676)or from the IRS's Internet Web Site 3. Custodian account of The minor whose number you enter in Part I of the form. www.irs.cov. a minor(Uniform Gift to Minors Act) If you do not have a TIN,write'Applietl For"in , Sale proprietor. Enter your individualitcard oname 4. a. The usual The grantor-trustee ' the space for the TIN,sign and date the form,and as shown on your social security card on the revocable savings give it to the requester. For interest and dividend"Name'line. You may enter your business, trust(grantor is trade, "doing business as(DBA)'name on payments,and certain payments made with also trustee) the"Buss iness name'line. resyou will to readily tradable instruments,aTINd generally b.So-called trust The actual owner' you willhaw60 dayfore to gel a TIN and give it p account that is not ' Limited(lability company(LLC). If you area the requester before you are subject to backup a legal or valid single-member LLC(including a foreign LLC withholding on payments. trust under state with a domestic owner)that is disregarded as law an entity separate from its owner under The 60 day rule does not apply to other types of 5. Sole proprietorship The owner' Treasury regulations section 301.7701-3,enter payments. You will be subject to backup the owner's name on the"Name"line. Enter withholding on all such payments until you the LLC's name on the'Business name"line. provide your TIN to the requester. For this type of account: Give name and EIN of: Caution: A disregarded domestic entity that Note: Willing Applied For'means that you have 6. Sole proprietorship The owner has a foreign owner must use the appropriate already applied for a TIN or that you intend to 7. A valid trust,estate,or Legal entity 4 Forth W-8. apply for one soon. pension trust ' 8. Corporate The corporation Other entitles. Enter your business name as -Certification 9. Association,dub, The organization shown on required Federal tax documents on religious,charitable, the'Name'line. This name should match the To establish to the paying agent that your TIN is educational,or other name shown on the charter or other legal coned or you are a U.S.person,or resident tax-exempt organization document creafing the entity. You may enter alien,sign Form W-9. 10. Partnership The partnership any business,trade,or DBA name on the For a joint account,only the person whole TIN is 11. A broker or registered The broker or nominee 'Business name-line. Shawn in Part I should sign(when required). nominee 12. Account with the The public entity -Taxpayer Identification Real estate transactions.You must sign the Department of Number(TIN) certification. You may Cross out hem 2 of the Agriculture in the name Enter our TIN in theappropriate certification. of a public entity(such Yas a state or local box. Dunn and Bradstreet Universal Numbering government,school System(DUNS)number requirement— distract,or prison)that If you are a resident alien and you do not The United States Office of Management and receives agricultural have and are not eligible to get an SSN,your Budget(OMB)requires all vendors that receive program payments TIN is your IRS individual taxpayer federal grant funds have their DUNS number identification number(ITIN). Enter it in the recorded with and subsequently reported to the social security number box. If you do not have - granting agency. If a contractor has multiple List first and circle the name of the person whose an ITIN,see How to get a TIN below. DUNS numbers the contractor should provide the number you furnish. If only one person on a joint If you are a sole proprietor and you have an primary number listed with the Federal .account has an SSN,that person's number must be EIN,you may enter either your SSN or EIN. government's Central Contractor Registration furnished. However,the IRS prefers that you use your (CCR)at L .ocr.00v. Any entity that does not z SSN. -have a DUNS number can apply for one on-line - Circle the minces name and furnish the minors SSN. at www.DNB.com under the DNB D-U-N Number a If you are an LLC that is disregarded as an Tab. You must show your individual name,but you may entity separate from its owner(see Limited also enter your business or-DBA-name. You may use either your SSN or EIN(if you have one). liability company(LLC)above),and are Privacy Act Notice owned by an individual,enter your SSN(or 4. List first and circle the name of the legal trust,estate, "pre-LLC'EIN,if desired). If the owner of a Section 6109 of the Internal Revenue Code or pension trust. (Do not furnish the TIN of the disregarded LLC is a corporation,partnership, requires you to give your correct TIN to persons personal representative or trustee unless the legal etc.,enter the owners EIN. who must file information retums with the IRS to entity itself is not designated in the account title.) report interest,dividends,and certain other - Note: See the chart on this page for further .income paid to you,mortgage interest you paid, Note:If no name is cirded when more than one name clarification of name and TIN combinations. the acquisition or abandonment of secured is listed,the number will be considered to be that of ' property,cancellation of debt,or contributions the first name listed. you made to an IRA or MSA. The IRS uses the numbers for ideni fication purposes and to help If you have questions on completing this form, verity the accuracy of your tax return. The IRS please contact the Office of the State Comptroller. may also provide this information to the (617)973-2468. Department of Justice for civil and criminal litigation,and to cities,states,and the District of Upon completion of this form,please Columbia to may out their tax laws send it to the Commonwealth of You must provide your TIN whether or not you Massachusetts Department you are are required to file a tax return. Payers must doing business with. generally withhold a designated percentage, currently 28%of taxable Interest dividend,and . certain other payments to a payee who does not give a TIN to.a payer. Certain penalfies may also .apply. Page 2 Form MA-W-9(Rev.April 2009) ' S^2O PERMITS 1 ' IVlassachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 — Order of Conditions 64-474 Massachusetts Wetlands Protection Act M.G.L. c. 131 , §40 A. General Information Important: Salem ' When filling From: - 1. Conservation Commission out forms on the computer, 2. This issuance is for (check one): a. ® Order of Conditions b. ❑ Amended Order of Conditions . use only the ' tab key to 3. To: . Applicant: move your cursor-do not Doug Bollen and Douglas H Cameron Asst. Director MA use the return a. First Name b. Last Name Office of Fishing and Boating Access 1440 ' key. Splicers Field Road Brighton MA 02135 M 1 c.Company +tiu ree 5 Broad Street to�y d. Mailing Address- 'w Salem MA 01970 ✓= e. City/Town f.State g.Zip Code 4. Property Owner (if different from applicant): City.of Salem a. First Name - b.Last Name. a Company ' 93 Washington Street d. Mailing Address Salem MA 01970 .e. City/Town f.State g.Zip Code s. Project Location: ' 24 Kernwood Street Salem a. Street Address b.Cityfrown Map 28 Lot 18 c.Assessors Map/Plat Number d.Parcel/Lot Number ' Latitude and Longitude, if known (note: 42-30'-52" -70-54'-5" electronic filers will click for GIS locator): e. Latitude f. Longitude 6. Property recorded at the Registry of Deeds for (attach additional information if more than one parcel): ' Essex a. County b.Certificate (if registered land) 2634 427 c. Book d. Page z Dates: 4/10/08 4/24/08 5/6/08 a.Date Notice of Intent Filed b. Date Public Hearing Closed c.Date of Issuance ' s. Final Approved Plans and Other Documents (attach additional plan or document references as needed): Proposed Public Access Facility Improvements Boat Ramp and Floating Docks: Plan and Sections ' a. Plan Title David P Anderson David P Anderson b. Prepared By _ c.Signed and Stamped by March 26, 2008 varies ' d. Final Revision Date e. Scale - Proposed Public Access Facility Improvements Boat Ramp and Floating Docks: March 26, 2008 Typical Details and Float Details g.Date 1 ' wpaform5.tloc rev.3/1/05 Pagel of 9 L7MassachusettsDepartment of Environmental Protection t Bureau of Resource Protection - Wetlands DEP File Number: 1 WPA Form 5 - Order of Conditions 64-474 ' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings ' f. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided ' in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply a. ❑ Public Water Supply b. ® Land Containing Shellfish c. ® Prevention of Pollution d. ❑ Private Water Supply e. ® Fisheries f" ® Protection of Wildlife Habitat ' g. ❑ Groundwater Supply In. ® Storm Damage Prevention i. © Flood Control z. This Commission hereby finds the project, as proposed, is: (check one of the following boxes) ' Approved subject to: a. ® the following conditions which are necessary in accordance with the performance standards set ' forth in the wetlands regulations. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order. To the extent that the following conditions modify or ' differ from the plans, specifications, or other proposals submitted with the Notice of Intent, these conditions shall control. Denied because: ' b. ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations.Therefore, work on this project may not go forward unless and until a new Notice ' of Intent is submitted which provides measures which are adequate to protect these interests, and a final Order of Conditions is issued. A description of the performance standards which the proposed work cannot meet is attached to this Order. c. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the ' effect of the work on the interests identified in the Wetlands Protection Act. Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides ' sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). Inland Resource Area Impacts: Check all that apply below. (For Approvals Only) ' 3. Buffer Zone Impacts: Shortest distance between limit of project disturbance and wetland boundary(if available) a.linear feet ' Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 4. ❑ Bank a.linearfeet b. Ilnear(feet alinearfeet d.linearfeet ' s. ❑ Bordering Vegetated Wetland a.square feet b.square feet c. square feet d.square feet s. ❑ Land Under Waterbodies and Waterways a.square feet b.square feet c.square feet d.square feet wpaform5.doc rev.3/V05 - Page 2 of 9 ' ' Massachusetts Department of Environmental Protection �-- Bureau of Resource Protection - Wetlands DEP File Number: ' WPA Fora 5 - Order of Conditions 64-474 Massachusetts Wetlands Protection Act M.G.L. c. 131 , §40 ' - e.cu.yd dredged f.cu.yd dredged ' B. Findings (cont.) Resourde Area Proposed Permitted Proposed Permitted z ❑ Bordering Land Alteration Alteration Replacement Replacement ' Subject to Flooding a.square feet b.square feet c.square feet d.square feet Cubic Feet Flood Storage ' e, cubic feet f.cubic feet g,cubic feet in.cubic feet 8. ❑ Isolated Land Subject to Flooding a.square feet b.square feet ' - Cubic Feet Flood Storage .c c. cubic feet ubic feet d.cubic feet ef.cubic feet 9. ❑ Riverfront area a.total sq.feet -b.-total sq.feet ' Sq ft within 100 ft c.square feet J.square feet e.square feet f.square feet Sq ft between 100-200 ft square feet h.square feet i.square feet j.square feet ' Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) ' 10. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below 11. ® Land Under the Ocean - 1,273 1,273a.square feet b.square feet ' 91 c. d. c.cu.yd dredged d.cu.yd dredged 12. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below ' 13 ® Coastal.Beaches 749 749 a. square feet b.square feet c.Gy nourishmt. d.c/y nourishmt. 14. ❑ Coastal Dunes a.square feet b.square feet c.c/y nourishmt. d.c/y nourishmt 15. ® Coastal Banks68 68 a. linear feet b. linear feet ' 16. ❑ Rocky Intertidal Shores a.square feet b.square feet 17. ❑ Salt.Marshes a.square feet b.square feet c.square feet d.square feet ' 1s. ❑ Land Under Salt Ponds a.square feet b.square feet ' c. cu.yd dredged d. cu.yd dredged 19. ❑ Land Containing Shellfish a.square feet b,square feet c.square feet d.square feet ' 20. F-1 Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above a.cu.yd dredged b. cu.yd dredged ' w,form5.doc rev.3I1105 Page 3 of 9 Massachusetts Department of Environmental Protection 1 Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions 64-474 ' Massachusetts Wetlands Protection Act M.G.L. c. 131 , §40 21. ® Land Subject to Coastal 9,429 9,429 ' Storm Flowage a.square feet b.square feet C. General Conditions Under Massachusetts Wetlands Protection Act ' (only applicable to approved projects) 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory , measures, shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any ' injury to private property or.invasioh of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all ' other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order t unless either of the following apply: a. the work is a maintenance dredging project as provided for in the.Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance. If this Order is intended to be valid for more than three , years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each ' upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill. Any fill shall contain no trash, refuse, ' rubbish, or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such , an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in the ' Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to ' be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. ' 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" [or, "MA DEP"] "File Number 64-474 ' wpa(orm5.0oc rev.3/1/05 Page.4 0l9 ' Massachusetts Department of Environmental Protection -- Bureau of Resource Protection - Wetlands DEP File Number: p WPA Form 5 — Order of Conditions - 64-474 Massachusetts Wetlands Protection Act M.G.L. c. 131 , §40 t C. General Conditions Under Massachusetts Wetlands Protection Act t10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before DEP. ' 11. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A) to the Conservation Commission. ' 12. The work shall conform to the plans and special conditions referenced In this order. 13. Any change to the plans identified in Condition #12 above shall require the applicant to inquire of the ' Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental ' Protection'shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. ' 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden ' stakes or flagging. Once in place, the wetland.boundary markers shall be maintained until a Certificate of Compliance has been issued by the Consrvation Commission. 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully ' stabilized with vegetation or other means. At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately ' control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. ' 18. All work associated with this Order is required to comply with the Massachusetts Stormwater Policy Standards. ' Special Conditions: If you need more space for ' additional conditions, select box to - attach a text ' document ' wpafo,m5Aoc- rev.311105 Page 5 of 9 Massachusetts Department of Environmental Protection ' Bureau of Resource Protection - Wetlands DEP File Number: )` WPA Form 5 - Order of Conditions 64-474 , Massachusetts Wetlands Protection Act M.G.L. c. 131 , §40 1 D. Findings Under Municipal Wetlands Bylaw or Ordinance , i. Is a municipal wetlands bylaw or ordinance applicable? Z Yes ❑ No z. The hereby finds (check one that applies): ' Conservation Commission 3. ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: , a. Municipal Ordinance or Bylaw b. Citation Therefore, work on this project may not go forward unless and until a revised Notice of Intent is ' submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. 4. ❑ that the following additional conditions are necessary to comply with a municipal ordinance or ' bylaw: a. Municipal Ordinance or Bylaw - b. Citation ' The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, the If you need more conditions shall control. ' c. The special conditions relating to municipal ordinance or law are as follows: space for P 9 P y additional P conditions, The s ecial conditions attached to this Order of Conditions relate to both the City of Salem's local ' select box to - ordinance and the Massachusetts Wetlands Protection Act. attach a text document 1 wpalorm5,d0C- rev.3(1)05 Page o(9 ' Massachusetts Department of Environmental Protection 1 Bureau of Resource Protection- Wetlands DEP File Number: ' WPA Form .5 Order of Conditions 647474 Massachusetts Wetlands Protection Act M.G.L. c. 131 , §40 1 ' E. Issuance This Order is valid for three years, unless otherwise specified as a special 5/6/08 condition pursuant to General Conditions #14, from the date of issuance. t.Date of Issuance ' Please indicate the number of members who will sign this form: 4 (four) This Order must be signed by a majority of the Conservation Commission. 2.Number of signers The Order must be copy also must mcertified mail (return receipt requested) or hand delivered to the applicant. A ' ailed or and delivered at the same time to the appropriate Department of Environmental rotectlon gional Office, if not filing electronically, and the Property owner, if different from applicant. ' Signatures: ' r ' Notary Acknowledgement Commonwealth of Massachusetts County of Essex ' On this 24 April 2008 - Day �f Month Year Before me, the undersigned Notary Public, K. Cornacchio, D. Pabich, M. Blier, K. Glidden personally appeared Name of Document signer ' proved to me through satisfactory evidence of identification, which was/were personally known ' Description of evidence of identification to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he/she signed it voluntarily for its stated purpose. ' As member of Salem City/Town Conservation Commission ' �, CAREY R.DUOUES VV A Covatnve of intt�p ' MY Auptist 18.2010 Signature of otary Pu is ' Care R. u ues / Printed N me of Notary Public ' Place notary seal and/or any stamp above August 16, 2013 My Commission Expires(Date) This Order is issued to the applicant as follows: ' ❑ by hand delivery on ® by certified mail, return receipt requested, on ' wpaform5.doc- rev.3/1/05 - Page 7 of'9 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands DEP He Number: > WPA Form 5 — Order of Conditions 64-.474 ' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 May 6, 2008 ' Date - Date F. Appeals ' The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate DEP Regional Office to issue a Superseding Order of Conditions ' The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order. A copy of the request shall at , the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the ' Conservation Commission prior to the close of the public hearing,requesting a Superseding Order or Determination, or providing written information to the Department prior to issuance of a Superseding Order or Determination. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act, (M.G.L. c. 131, § 40) and is inconsistent with the wetlands regulations (310 CMR 10.00). ' To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. Section G, Recording Information is available on the following page. ' 1 wpalorm5.tloc rev.311105 Page 8 of 9 ' ' Massachusetts Department•of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: tLLlf) WPA Form 5 -.Order of Conditions 64-474 Massachusetts Wetlands Protection Act M.G.L. c. 131 , §40 G. Recording Information ' This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the ' Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on Page 7 of this form shall be submitted to the Conservation Commission listed below. ' Salem Conservation Commission Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. 1 --- -------------------------------------------------------------------------------------— --------- -- -- ---------- To: Salem Conservation Commission Please be advised that the Order of Conditions for the Project at: ' Kernwood Marina at McCabe park 64-474 Project Location DEP File Number ' Has been recorded at the Registry of Deeds of: ' County Book - Page for: ' Property Owner and.has been noted in the chain of title of the affected property in: ' Book _ Page ' In accordance with the Order of Conditions issued on: Date If recorded land, the instrument number identifying this transaction is: ' Instrument Number - If registered land, the document number identifying this transaction is: Document Number ' mpa(orm5.tloo rev,3A/D5 Page 9 of 9 Massachusetts Department of Environmental Protection ' DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions 64-474 ' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Signature of Applicant t i 1 t 1 1 wpaform5.0oc• rev.3/1105 Page 10 of 9 ' ' Attachment to Order of Conditions #64-474 Page l of 6 ' SALEM CONSERVATION COMMISSION DEP FILE #64-474 ' 24 Kemwood Street Kernwood Marina at McCabe Park City of Salem,Massachusetts ' ADDITIONAL FINDINGS This parcel does not include habitat of rare wildlife,nor does it contain certified veinal pools, according to the June ' 1, 2003 Map of Estimated Habitats of Rare Wildlife and Certified Veinal Pools, published by the Massachusetts Natural Heritage and Endangered Species Program. ' This Order is issued under the Massachusetts Wetlands Protection Act,M.G.L. Chapter 131, Section 40 and the City of Salem Wetlands Protection Ordinance, Salem Code Chapter 34, Section 34-1 —34-13. ' This Order permits the reconstructive maintenance of the existing, water dependent public access boat ramp at Kemwood Manna, located in McCabe Park at the above mentioned address. This Order of Conditions permits the work described below including the demolition of the existing concrete ramp and reconstruction activities all of ' which are to be confined within a cofferdam. Erosion control measures shall be installed prior to performing any work on the site. The Conservation Commission has required that the contractor hired to complete the construction submit a.Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan (see Special ' Cod on#44'-for—details) The contractor shall also appear at a regularly scheduled'Conservation Commission meeting to discuss the project, the Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan, this Order of Conditions, and how the resource areas will be protected throughout the project. ' A floating silt curtain preventing migration of sediment into the water column will be positioned outboard of the cofferdam and all dewatering pump discharges will be directed between .the cofferdam and the silt curtain. All excavation is anticipated to be completed from the land, if work has to be completed from the water the ' Conservation Commission shall be. notified prior to completing work. If excavated material needs to be placed upland, the.location for storing this material shall be approved by the Co-- tion Commission. All excavated, removed, demoed material shall be properly disposed of off site. The affect on the land under the ocean will be ' minimized by installing a cofferdam so the construction can be completed"in the dry". This will reduce the impact the excavation will have on water quality including water circulation and distribution of sediment. Spill kits are to remain on site throughout the duration of the project. Fueling_will-be_permitted at the project site but the location for ' this activity shall be discussed with and approved by the Conservation Commission. The reconstructed concrete ramp surface will be 30 feet wide. The ramp will be approximately 120 feet and the ' profile will be 16%. The finished grade at the outboard end of the reconstructed ramp will be El-4.0 ft Mean Low Water datum. Precast concrete propeller (prop) wash pads will be positioned outboard of the end of the ramp to protect the underlying material from erosion caused by boat operations. There will be a row of 6 foot ' wide, pile held, floating boarding docks along the south side of the ramp. Rip rap armor stone will be placed along both sides of the ramp; as described in the approved plans. This will prevent storm damage to the coastal beach and bank. 1 Attachment to Order of Conditions#64-474 ' Page 2of 6 SPECIAL CONDITIONS ' 1. This Order of Conditions must be recorded in its entirety (ALL 11 PAGES) at the Essex Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property; and recording information(Registry book and page numbers or Land Court certificate ' number) must be submitted to the Salem Conservation Commission ('Commission' hereinafter) in writing, before any work approved in this Order commences. 2. Approval of this application does not constitute compliance with any law or regulation other than M.G.L Chapter 131, Section 40, Wetlands Regulations 310 CMR 10.00. 3. All work shall be performed in accordance with this Order of Conditions and approved site plan(s). No ' alteration of wetland resource areas or associated buffer zones, other than that approved in this Order, shall occur on this property without prior approval from the Commission. ' 4. Prior to any work commencing, a sign shall be displayed showing DEP File# 64-474, and not placed on a living tree. , 5. No work approved in this Order may commence until the ten(10) day appeal period has lapsed from the date of the issuance of this Order. , 6. The term"Applicant' as used in this Order of Conditions shall refer to the owner, any successor in interest or successor in control of the property referenced in the Notice of intent, supporting documents and this Order of Conditions. The Commission shall be notified in writing within 30 days of all , transfers of title of any portion of the property that takes place prior to issuance of the Certificate of Compliance. 7. It is the responsibility of the applicant to procure all other applicable federal, state and local permits and ' approvals associated with this project. These permits may include but are not necessarily limited to the following: ' (1) Section 404 of the Federal Water Pollution Control Act(P.L. 92-500, 86 stat. 816),U.S. Army Corps of Engineers. ' (2) Water Quality 1.Certification in accordance with the Federal Water Pollution Control under authority of sec. 27(5) of Chapter 21 of the Massachusetts General Laws as codified in 314 CMR 9.00, (3) The City of Salem Wetlands Protection Ordinance and its Regulations ' 8. If there are conflicting conditions within this Order, the stricter condition(s) shall rule. 9. All work shall be performed so as to ensure that there will be no sedimentation into wetlands and ' surface waters during construction or after completion of the project. 10. The Commission and its Administrator shall have the discretion to modify the erosion/siltation control ' methods and boundary during construction if necessary. 11. The Conunission or its Administrator, officers, or employees shall have the right to enter and inspect the ' property at any time for compliance with the conditions of this Order,the Wetlands Protection Act MGL Chapter 131, Section 40,the Wetlands Regulations 310 CMR 10.00, and shall have the right to require any data or documentation that it deems necessary for that evaluation. ' 1 ' Attachment to Order of Conditions#64-474 Page Sof 6 12. The Commission or its Administrator shall have the discretion to modify the erosion/siltation control ' methods and boundary during construction if necessary. 13. The Commission reserves the right to impose additional conditions on portions of this project or this site ' to mitigate any actual or potential impacts resulting from the work herein permitted. 14. The work shall conform to the following attached plans and special conditions: Final Approved Plans Proposed Public Access Facility Improvements Boat Ramp and Floating Docks: Plan and 1 - Sections, Typical Details, and Float Details Title ' March 26, 2008 Dated ' David P. Anderson Signed and Stamped by City of Salem Conservation Commission ' On file with 15. Any proposed changes in the approved plan(s) or any deviation in construction from the approved ' plants) shall require the applicant to file a Notice of Project Chance with the Commission. The Notice shall be accompanied by a written inquiry prior to their implementation in the field, as to whether the change(s) is substantial enough to require filing a new Notice of Intent or a request to correct or amend ' this Order of Conditions A copy of such request shall at the same time be sent to the Department of Environmental Protection: 16. In conjunction with the sale of this property or any portion thereof before a Certificate of Compliance has ' been issued, the applicant or current landowner shall submit to the Commission a statement signed by the buyer that he/she is aware of an outstanding Order of Conditions on the property and has received a copy of the Order of Conditions: 1 PRIOR TO CONSTRUCTION ' 17. Prior to the commencement of any activity on this site other than activities listed above,there shall be a PRE-CONSTRUCTION MEETING between the project supervisor,the contractor responsible for the 'work, and a member,of the Conservation Commission or its Administrator to ensure that the requirements of the Order of Conditions are understood. The staked erosion control line shall be adjusted, if necessary, during the pre-construction meeting. Please contact the Conservation Comm ssion ' Agent at (978) 619-5685 at least forty-eight(48)hours prior to any activity to arrange for the pre- construction meeting 18. Prior to the pre-construction meeting and commencement of any activity on this site,sedimentation and ' erosion control barriers shall be installed as shown on approval plan(s) and detail drawings. The Commission and/or its Administrator shall inspect and approve such installation at the pre-construction meetinir. Attachment to Order of Conditions#64-474 1 Pave 4of 6 1 19. Prior to the pre-construction meeting and commencement of any activity on this site,the applicant or current landowner shall submit to the Comm ssion in writing a construction^ n schedule oo�sequencepofwo_rk,,,_ ' to complete this project. � P20 Prior to the pre-construction meeting and commencement of any activity on this site,the boundary flags of Yall wetland resource areas shown on the approved site plan(s) shall be inspected and replaced by field survey if decayed or missing so that each flag is clearly visible in the field. Flagging used to identify �( wetland resource areas shall be of a color different from any other flagging used on the site. Flags shall ' be checked regularly and replaced as necessary until work is completed. For this project land under the ocean and land containing shellfish do not need to be marked by flags. 21. No clearing of vegetation,including trees, or disturbance of soil shall occur prior to the pre-construction ' meeting. Minimal disturbance of shrubs and herbaceous plants shall be allowed prior to the pre- construction meeting if absolutely necessary in order to place erosion control stakes where required. ' 22. Prior to commencement of construction on site, the limits of wetland resource areas closest to construction activity shall be flagged with surveyor's tape and shall remain in place during construction. The limits of areas to be impacted and the limits of work in the replication area(s) shall be clearly ' flagged. For this project land under the ocean and land containing shellfish do not need to be marked by surveyors tape. 23. There shall be 15 hay bales and wooden stakes under cover on the site to be used only for emergency ' eros�oncontrol. � r7� ap�nrVL�p[}'�— EROSION CONTROL ' 24. Appropriate erosion control devices shall be in place prior to the beginning of any phase of construction, ' and shall be maintained during construction in the wetland areas and buffer zones. The erosion control specifications provided in the Notice of Intent and the erosion control provision in the Order will be the minimum standards for this project; the Commission may require additional measures. , 25. All debris, fill and excavated material shall be stockpiled a location far enough away from the wetland resource areas to prevent sediment form entering wetland resource areas. 26. Erosion and sedimentation control devices shall be inspected after each storm event and repaired or ' replaced as necessary. Any accumulated silt adjacent to the barriers shall be removed. 27. The area of construction shall remain in a stable condition at the close of each construction day. ' 28. Any de-watering of trenches or other excavation,required during construction shall be conducted so as to prevent siltation of wetland resource areas. All discharge from de-watering activities shall be filtered through hay bale sediment traps, silt filter bags or other means approved by the Commission or its ' Administrator. 29. Within thirty (30) days of completion of construction on any given portion of the project, all disturbed ' areas in the completed portion of the site shall be permanently stabilized with rapidly growing vegetative cover, using sufficient top soil to assure long-term stabilization of disturbed areas. 30. If soils are to be disturbed for longer that two months, a temporary cover of rye or other grass should be ' established to prevent erosion and sedimentation. If the season is not appropriate for plant growth, exposed surface shall be stabilized by other appropriate erosion control measures, firmly anchored,to prevent soils from being washed by rain or flooding. ' ' Attachment to Order of Conditions #64-474 Page 5of 6 DURING CONSTRUCTION ' 31., A copy of this Order of Conditions and the plan(s)approved in this Order shall be available on site at all times when work is in progress. . ' 32. No alteration or activity shall occur beyond the limit of work as defined by the siltation barriers shown on the approved plan(s). ' 33. All waste products, grubbed stumps,slash; construction materials, etc. shall be deposited at least 100 feet from wetland resource areas and 200 feet from river. 34. Cement trucks shall not be washed out in any wetland resource or buffer zone area,nor into any drainage ' system. Any deposit of cement or concrete products into a buffer zone or wetland resource area shall be immediately removed. ' 35. All exposed sub-soils shall be covered by a minimum of three(3)inches of quality screened loam topsoil prior to seeding and final stabilization. 36. There shall be no pumping of water from wetland resource areas. 37. All equipment shall be inspected regularly for leaks. Any leaking hydraulic lines, cylinders or any other components shall be fixed immediately. ' 3,8 During construction, all drainage structures shall be inspected regularly and cleaned as necessary. 39. The applicant is herby notified that failure to comply with all requirements herein may result in the issuance ' of enforcement actions by the Conservation Commission including,but not limited to, civil administrative penalties under M.G.L Chapter 21A, section 16, ' AFTER CONSTRUCTION 40. Upon completion of construction and final soil stabilization, the applicant shall submit the following to ' the Conservation Commission to request a Certificate of Compliance (COC): (1) A Completed Request for a Certificate of Compliance form(WPA Form 8.A or other form if required by the Conservation Commission at the time of request). ' (2) A letter from a Registered Professional Engineer certifying compliance of the property with this Order of Conditions. t (3) An"As-Built" plan signed and stamped by a Registered Professional Engineer or Land Surveyor showing post-construction conditions within all areas under the jurisdiction of the Massachusetts tWetlands Protection Act. This plan shall include at a minimum: (a) All wetland resource area boundaries with associated buffer zones and regulatory setback areas taken from the plan(s) approved in this Order of Conditions; ' (b) Locations and elevations of all stormwater management conveyances,structures and best management designs, including foundation drains, constructed under this Order within any wetland resource area of buffer zone; ' (c) Distances from any structures constructed under this Order to wetland resource areas- "structures"include,but are not limited to,all buildings, septic system components,wells, utility lines,fences,retaining walls, and roads/driveways; ' (d) A line delineating the limit of work- "work"includes any filling, excavating and/or disturbance of soils or vegetation approved under this Order; Attachment to Order of Conditions 4 64-474 ' Page 6of 6 41. When issued, the Certificate of Compliance must be recorded at the Essex County Registry of Deeds. 42. If the completed work differs from that in the original plans and conditions,the report must specify how the work differs; at which time the applicant shall first request a modification to the Order. Only upon review and approval by the Commission, may the applicant request in writing a Certificate of ' Compliance as described above. 43. Erosion control devices shall remain in place and properly functioning until all exposed soils have been ' stabilized with fmal'vegetative cover and the Conservation Comm ssion and/or its Administrator has authorized their removal. ADDITIONAL CONDITIONS _ 44. The contractor shall complete a Construction Period Pollution Prevention and Erosion and ` Sedimentation Control Plan Standard 8 of Wetlands Protection Act Stormwater Report and subirt it to the Conservation Commission prior to the start of work, as outlined in Attachment 1. 5 The contractor shall attend a regularly scheduled Conservation Commission meeting prior to the start of ' construction to review th s Order of Conditions, the Construction Period Pollution Prevention and q� Erosion and Sedimentation Control Plan,project approach, timeline and review of how the resource ' pa area will be protected throughout the duration of the project. 46. Prior to starting the project the contractor shall identify where vehicles and equipment will be stored and where fueling will occur. 47. The contractor will be responsible for controlling stormwater sheet flow originating from the equipment ' and vehicles throughout the duration of the project. 48V A copy of the Chapter 91 license or amendment shall be forwarded to the Conservation Commission prior to the start of work. hrk,A Ad've Trek t 1 1 Attachment I DEP Wetlaiids ProueCtion Act S.oa lvl at r Report Standard 8: Construction Period d°uiduffior, ' Preve€stiofl and E''r si®u and Se€dimenfatibq Control. r 1 1 Sundard u.: iC.unstructicm ?£r lod:Pollutir_r❑-'Pr- ext:ton any Erosion ' and Sedinreutation Control, PC YfC.SS a 1 rse'C1,5 �Ir7r'nt1Vt¢Lr SILlA�d.7rYl !n]GGt7tfliiilie7�]%G'Cf14J'C?]3''T},tSfOT a ConsIinctton pt-I toa'P„Marmot: prvvermrtat CHU(Erosion and Sedrmcnia,,ion C'oun;01Pfn,r in 'tides. r cact, ni ct:i ca \ re "]an.1t? ut - w e Mimes of Persons or Entad hesponsrbie for Plan C ompliance; C;onstruclion Period Pollutimi Prevention 1afeasures; t t osron and Swdt n uattYLOn Con[,Vnl flan Drtss s; rte/ o Detail drawings and sPecificatiousaoremsion conno]BMPf , rrclucrt r"sr&irig c rlcuiatinns; �1. \ o .ta ton Ylawfino- � � Sit %)7cye]optn�ortYlan_ CC0I)St+Lciion3Seeu nct Jfy.Plan;. t bi ��.1�� Secllrtnctngol`Jrrosron aisd Sednnenitiumr Cniaur>l� �a�'. W�f Ol')alauoar.and�Ylanitenatx ofLa'ostonan Sedtmrtata]ionCoritta9s:, S� ° moi c Ir..:lect:on.Sch�Pdarle„ lltttiilznance ScheJu]z;: _ b�spcctinti andlr�vnten�ance l,og.l�z�tin, ' ± (.a;ii{rcrf_rfcn:rnx'aiioitnl reriutretrtcztrts iaa�,�rr��rri cttada:airy/crxcnrerl brute C.;i�us,ttrc,r,�u — Cvrrrrnc-ior to suit his/her utt lire apt ottclr to the it-or1, shall tnrlitrle th.'cr'ohmrin :' 'ER 0510 , (AVL SE1)r F T 1;5=1 zIC7,ti' C OY%ITROLS Itrrtdrnrurt C'vxhylsr - I 1. Provide the colfVrdmn vid /lvcarina silt curtain he re ahe r rt-inJ rFnt r,rl ural r a rnrtsiruc turn work A9ai;tratr3 the,cofferrtant card stlt can t int rhrnu,ghout the Pr aju t. =. Pla im=ide and, rruiirtilitz salt l�rices along the, top -ofbnrik at,-the 'edge-of ststir: nararrtcnt to protect a17 wetland resmarce uraas-.hcfore:. the slur€ of cansvwctron ' operations. �. Ptunpudd acharges from cle atery s%tall he de'salxt �cd fi��i=eeit the roffrt.dlzirt and f7aurrrag,silt curtctin mid shall nor camse cr osioa Gf r a sora c<-ut urs 4. Areas outside the r-vrk* limits that are dishubed shad be'sttpa°f=nd anti rtslored to yreconstruchvnt concittion as soon as;Prrasibic S'. Vo slockni1ing of materials or equip hent will-bc permitwd uuhirr resource meas. 7 rmparar t str�cdr lcs.dtall t:�e protertitd tv hie i�en1 t trncrf/ bP:cstcr_/)istrosol. _ ] I 1 f aste ,hart zral Cur strriac I- r i u.s: ry 1/ bre c oll cled is r Ir,c and r c arm-ea tjf-suea a nut They c -n-oa lonect he vufclv stored ,ri_th:n the conr.r,anrs o /fie,prolecr Dzlm a tcrs z ill r.nt he Jn�c:red 'n.res�urcerrcap. - All astG t illhe L I7 bt c'd"XrhT o'c sire cnd IL'aall} disposed aj - No + zsze disposal ssll.occur urnscte. 4'. If,V wori urs onsere + r' �� tacot)ned nfllrese pal%cies: 1Icrsurdortr pVa'Tt ' 1. .Jll.ir ztrdous�nr; tcnurls used onsite 1vill be chapcsrd,of izx ez rrlunrr<s �spc� rJiod b, f1:r n r> t,.atnr,tr c,`h3ie rr ute�trl an&as r rl i rr.cd bv local State end Fedpiaf rexzrkuiirm 2.= Ili C7mCa ban I>G'r)[ylrrrCl us;Ija 117ese neaterialsB7 etleselrractices... '� SLf�T77n/l' Ii a9tC' n least ,portable toiler :c;ial bo"proi:lded far erre itoc:;er ' rye. 1'rrw rde c:ddina-. 1 furi;ttic.�rzc.necesscz;�g Su,1a a a, 1� rt f-fim lire s ze 11411 he corlrcied err IeusL orrtz2 r�cr �e�e J lar werirrs of a - l ernsadsen,rrwy I.,a t_ gr<rraro�ru..ett erontraetor.. t 1�fs ltt )ul7rc lL T�gtldi i7L - %UrYn�171- streers In 'Ole l+ clvr' > of tie siie Shall lie IIIil}xLCf.L'Cl.ilC�tl, .fIUCl' .SH r i j ' rcrlru�uEdturrrgeiE>',ei9eo 1'uctuaies. rrrbrli.-crl toll staurnon art rnree antil'6he prrnicirl al tJae.gclaac'!e cntianc s 7b r'edrrc. zr,e trcrcbiy>,-0"6 bli'she vehicie's; - 3- haul Cover their-loads iarlh:athrliaulns.ylerr leaving rile st �. - v 1 chicfe,c caiq ng 197 S.tE l,c j22N itlerJ:if'lal7lo f'%fncs 1797 t;F'n t.Pll'iin4tP�I i.FPtU"LC:Z ::i.S. da"mrn to srrte ms; or raud3�rths antllid lcirt�lnts;_ Da.v Cnrczr o?. - 1, The contractor shall chlplrii dust C6Wi'ol nae sures to 772mind:c, th . Crei on of oh-borne dust during the ent i e,corrsiritctrorr process. I3 ateru+ill be used cis requiredfor dust control; .4A,DJASP£C i'ONPROCEDURES i A/1 er'opnrcouuol nreasur.t vill:he utcpeeied at a.n:ininnun (?f once a wack. The persnn, esponsible fior-ihc Contructor's operations onsite shall the scud inspections. r .t uronthIl inspecrioiareport shall beflee'in the Contractor'sn:am offices and in fleejob .siie trrailsrr. 3Ail measures will be`inspecred maim 24 !roues afterminfull. events of iImol-e thein rima--half . ' arch ofrireerpitction. 1 Ail rncc wn_•s I'!I! ri,m)lsvnet in ,00cl s.ornin-onJo cn 1 r ars will In u1:to mcusares rh, 'a l ours or le in 'let>cr leil miih: III? Seeirnr�llt vvill be ielioiied flnni the till fence when it l.tr, l ea,;hed vlu:rkiii d the 1 , '.gil 1 hc-tc'?;cte l S111 fen ,": ,II he inspec�,od io ensure IhcsP 91�u ST(rG::S Cll 2'1JPIf1Ct, - i r NTOR Y FOR )OLLU77C nI PRE F£ 4TION P-1.°1!\' 11rz')p'/I"; !,� 7L.an 17 1 DifR+'-!3{ /1,1i'n1'.OfLC lf, t, en/„f.O1.Cl ei:P I !f Sf17117_ s1a111: (f ll / L��r�,vill&.'i; ” gknr c,jai e 1 p�odt its.ptrilrls, and pe l-oleunl hasped profhIcIs SPILL VIZI 3"r'�J'TCrb' 1 Ih�us,a, leurnr hleastires_, �-. 1hC �15adtrilGlol"^S 1cl7f_SCl!"1:?1111re 1G111� limpLa dc1117 ;fJr' ,pl6per 2i's E V0111,. Wali �lenval�oflltarel�rrl3rsed.nlziOtclnb ut:?, I "Ii tila eIIU di.StfG. l�Illn'eLl dUr l/Ll �b,� cLS -,70 c[��sls cunt erl1 cov.rtructfol711eedd� _ . ,.. a.erlmjed ni'utci ials in Pighizj 1 el Coll lucrlel s urlclnl:cot ca: I =J. Sal, h afet lclls'rrc of l,inul ce ua.cl�.ls si ,Ti,clOctrli;"1eQrbli.la, cis.. Separate,cLndsiale�m�irerials_afaart�;niiieae1rc111h1., b. Do. vor ,, lair mita r 'clic uriloss specz Cally illil accor<ju zcc, sv,th_ :11 ulnlfacttr�-ccs' c u'coilAl:ellflcLllOn.11. '. [JS c all pr ndurc IS.;roma cnlutnrrl bBjnl y dtslutsiug of vhrr Con lu her S. Follow manuj-acllurorsins,rrudions fbr handling, ttvi uge. czn(1 disnosenU d t ll materials. hccp products in thea orao>inal Containers. Oli,inab-coulu l er"lab is sbdirhi lie clearly visible: Ifr.terial r +fcCi data shoots will oe ketal onsite and,',bc urailcrGle. 4. Follow all valc, local and federal l:egirkiiimnsreaardin;the handlln, vsc., slortigc, and disposal ofhaaelrelous material. Pcuulclon '-arhlcisi 1. Vehicles aTed of.rite will he nlo)lwtoreci farfilcl and oil leaks. _. I chicles used orsi(e it'll he maintained in vnnd ti'O7l uig orde1. 3. Asphalt substances isill I he applied ii accordance wilh manu%acturcls' rec�rnlnieixlcuta r 4. The use of [i�f._=uln prarlltcts a.r a release it�errr,for r ,jlhalt h=utrs'prnt via"hs is roliihiled. 1 . Q 1 _ 1 1 . 1 , p abII rv,Iva, crs .v ill lie. , ;lull sc all d ,,ftcl; 10 1 1 1r Use- Rem o vc, ae.!r'emovc', G ctwspab y In ; gIn al/lrhaed c on Tail er, Ili 6!/Ohs ite Paint vv ll not he=,n postr.:o1 nlnitc. Pemovlc orcess Palm ma e r colt jlon, Ihcc sac and ler`a' ,,c! st-)o�c nf: t ! c I e GGt]C't'2FP W12 be Ghlltl.l?F.1(C it 1S7HOV d rl Ci171 FiC M117 and;e�r, 111 t'+Sf7 SPl tgvve as rvgielYBLL p'ilf ],S titI(7731�[lul !,CI� 7"L��JHFn7s?7iClGafl cp11f L1J1277 O1�nt Cl1-:,p(l., ik111 f�F 7375CCt i-Zlki 1 o,tt�t�ei'n'vll ,['1 hcnln.�le a1v r tallhc.`rNepclt&!Alis, Cie nun sa71lietan=ell hn F.-cht onalt in crmatei'i(tl� ntalz,gc! Zerc=a. This''0711 r a%ll tcAlae: ,5o✓gr'Cn, brGollls -11lce Ppuns; lllvll5 ltt=�1 �l(�3-l`5`f.- Cil f1JS:;L:;.�?111 a SPgt ttl(5'. j>lelsfi Ct,r..1171ccal-i1 f7Sh CfjFb� e7.71 C11tC$'�37xfIe37ff1rC-llRCl S�fp�lllls 317(CAlafal]l, lY.CSls�=71.Q�cf 3'. Ill sp,tls ev 111, e ttii'r�rte ltc!eY�! cle ucd9 Ia a rer discoi,a . I -1. 7hespill, I. a1011;1u 14011_v,-6,lidIact1, 5- CIOthl:r�; S: �rrll�irf ril m znd.Yir ha_arc rl«v nnrteUal local and fieeleln7 am—thor. es. a,c- r2tywled. by Spil,-ls shall also, he reported rraslnPztrclls=fp- To rile - - _ nvneacr: - dull jllc[ac nt a-ojaoiv c ill,„ he f7loll sdetaiiin tnc unount nml vcw of Ihe ;pill rnaterioilf�)lnuc�e ' ' car,do(�"ectrvz.uesa:ofrheclrrlPllrp fhlsa;�poltr�Ifll2�^z_f11<3..z hey - Cmruv�eia io/ficl� an .�e11 t�slc�3;ousrte inzhe7?slclrljJece:;. S. the CoiTtulc'nr tiuilLdesignate some onsite that w1411 sel"ve as the JpIIf.Cleanllfr' Coordtadator. at-;least two. othor lie sonllal ut h.he tl6d ated as altetvi,sx -spill coorclinclos. :Yfl spill;cowl of posonvel uall he.rrained iiai l'tpirevcjwo»;control chief alEriulJ�. TJ'e llumrs I ythe re,rfio!s.hle pez'.'sonnel lvsfil Iposed raIt:1)iet,fo7a.rlic og"'ce gj�the Ccrwrweim. t (Tht Tom manwwftb of filassarbusefts No. 12333 F �)t<PrEtts, City of Salem and Massachusetts Office of Fishing and Boating Access of -- Salem and Boston —, in the Counties of -- Essex and Suffolk -- and Commonwealth aforesaid, has applied to the Department of Environmental Protection for license to -- reconstruct and maintain an existing boat ramp and stone revetment and to construct and maintain pile held floats ---- and has submitted plans of the same; and whereas due notice of said application has been given, as required by law, to the -- Mayor and City Council -- of the -- City of Salem; --------- NOW, said Department, having heard all parties desiring to be heard, and having fully considered said application, hereby, subject to the approval of the Governor, authorizes and licenses the said -- City of Salem. and Massachusetts Office of Fishing and Boating Access --, subject to the provisions of the ninety-first chapter of the General Laws, and of all laws which are or may be in force applicable thereto, to -- reconstruct and maintain an existing boat ramp and stone revetment and to construct and maintain pile held floats --- in and over flowed and filled tidelands of-- Danvers River -- at 24 Fernwood Street -- in the -- City of Salem -- and in accordance with the locations shown and details indicated on the accompanying DEP License Plan No. 12333, (6 sheets). 1 ', BUNTED ON RECYCLED PAPER License No. 12333 Page 2 The structures hereby authorized shall be limited to the following uses: to provide public access to navigable waters and shoreline stabilization for the protection of proposed and existing structures. SPECIAL CONDITIONS This license shall have an unlimited term. All work authorized herein shall be completed within five (5) years of the date of license issuance. Said construction period may extended by the Department for one or more one year periods 1� without public notice, provided that the Applicant submits to the Department thirty (30) days prior to the end of the construction period, a written request to extend the period and provides adequate justification for said extension. Within 60 days of completion of the licensed project, the Licensee shall request in writing that the Department issue a Certificate of Completion in accordance with 310 CMR 9.19. The request shall be accompanied by a certification by a registered professional engineer licensed in the Commonwealth that the project was completed in accordance with the License. ' Please see page 3 for additional conditions to this license. ----------------------------------------- ■ -"---------------------------------------------------------------------------------------------------------------------------- Duplicate of said plan, number 12333 on file in the office of said Department, and original of said plan accompanies this License, and is to be referred to as a part hereof. 1 License No. 12333 Page 3 STANDARD WATERWAYS LICENSE CONDITIONS 1. Acceptance of this Waterways License shall constitute an agreement by the Licensee to conform to all terms and conditions stated herein. 2. This License is granted upon the express condition that any and all other applicable authorizations necessitated due to the provisions hereof shall be secured by the Licensee prior to the commencement of any activity or use authorized pursuant to this License. 3. Any change in use or any substantial structural alteration of any structure or fill authorized herein shall require the issuance by the Department of a new Waterways License in accordance with the provisions and procedures established in Chapter 91 of the Massachusetts General Laws. Any unauthorized substantial change in use or unauthorized substantial structural alteration of any structure or fill authorized herein shall render this Waterways License void. 4. This Waterways License shall be revocable by the Department for noncompliance with the terms and conditions set forth herein. This license may be revoked after the Department has given written notice of the alleged noncompliance to the Licensee and those persons who have filed a written request for such notice with the Department and afforded them a reasonable opportunity to correct said noncompliance. Failure to correct said noncompliance after the issuance of a written (1 notice by the Department shall render this Waterways License void and the Commonwealth may proceed to remove or cause f� removal of any structure or fill authorized herein at the expense of the Licensee, its successors and assigns as an unauthorized and unlawful structure and/or fill. 5. The structures and/or fill authorized herein shall be maintained in good repair and in accordance with the terms and conditions stated herein and the details indicated on the accompanying license plans. 6. Nothing in this Waterways License shall be construed as authorizing encroachment in, on or over property not owned or controlled by the Licensee, except with the written consent of the owner or owners thereof. 7. This Waterways License is granted subject to all applicable Federal, State, County, and Municipal laws, ordinances and regulations including but not limited to a valid final Order of Conditions issued pursuant to the Wetlands Protection Act, G.L. Chapter 131, s.40. 8. This Waterways License is granted upon the express condition that the use of the structures and/or fill authorized hereby shall be in strict conformance with all applicable requirements and authorizations of the DEP. 9. This License authorizes structure(s)and/or fill on: _Private Tidelands. In accordance with the public easement that exists by law on private tidelands,the licensee shall allow the public to use and to pass freely upon the area of the subject property lying between the high and low water marks,for the purposes of fishing,fowling, navigation, and the natural derivatives thereof. X Commonwealth Tidelands. The Licensee shall not restrict the public's right to use and to pass freely, for any lawful 1 purpose, upon lands lying seaward of the low water mark. Said lands are held in trust by the Commonwealth for the benefit of the public. _a Great Pond of the Commonwealth. The Licensee shall not restrict the public's right to use and to pass freely upon lands lying seaward of the high water mark for any lawful purpose. _Navigable River or Stream. The Licensee shall not restrict the public's right to use and to pass freely, for any lawful purpose, in the waterway. No restriction on the exercise of these public rights shall be imposed unless otherwise expressly provided in this license. 10. Unless otherwise expressly provided by this license, the licensee shall not limit the hours of availability of any areas of the subject property designated for public passage, nor place any gates,fences, or other structures on such areas in a manner that would impede or discourage the free flow of pedestrian movement thereon. License No. 12333 Page 4 The amount of tidewater displaced by the work hereby authorized has been ascertained by said Department, and compensation thereof has been made by the said -- City of Salem and Massachusetts Office of Fishing and Boating Access -- by paying into the treasury of the Commonwealth — zero dollars and zero cents ($0.00)-- for each cubic yard so displaced, being the amount hereby assessed by said Department. (0.0 cu. yds. _ $0.00) Nothing in this License shall be so construed as to impair the legal rights of any person. This License shall be void unless the same and the accompanying plan are recorded within 60 days from the date hereof, in the Registry of Deeds for the County of- Essex ------ IN WITNESS WHEREAS, said Department of Environmental Protection have hereunto set their hands this seventeenth day of February in the year two thousand and nine Commissioner Department of Environmental Program Chief Protection 1 THE COMMONWEALTH OF MASSACHUSETTS I This license is approved in consideration of the payment into the treasury of the Commonwealth by the said -- City of Salem and Massachusetts Office of Fishing and Boating Access 1 -- the further sum of-- zero dollars and zero cents ($0.00) -- the amount determined by the Governor as a just and equitable charge for rights and privileges hereby granted in the land of the Commonwealth. BOSTON, Approved by the Governor. Governor � C D C Z O D m r O O m0 0 Z 0 Om D-rOZtiD CS. O - zo Dp 0N --IINNAD N W 2 N m Z 0 ti 0 , y w r 0 2l::_ r - REMOVE CONC. z � zo > .c z z O m m- ' REMOVE BIT. REMOVE CONIC. RAMP AND CURBS'. PLANKS x NCO NU - - - .i CO C. RAMP -^' > i >m C'j A z SURVEY BASELINE t AN CURBS - F io� m �� o STA. 0+50 = I O c D A 0 z m '� CONSTRUCTION - NZ OOZ m o z x.52 BASELINE - 0 0 - $a ^' STA. 0+00—� STA. 0+80- Z m NNocpoy SAWCUT - 2B' mA � . mo 00 C > � .. .. _. NOD N CONSTRUCTION. -p 1 L BASELINE m o A O `15 y Q O m tmi� a (y� D p Z� 2 m � N a' Z D y m O N O JI m C � m ., r D 1 0:5 / A [ - 2 0p y:� m 2 y_ . . _: PLAN OF EXISTING CONDITION AND DEMOUTION yy+,. p cq 0 20 40 m SCALE 1"=40' i p m s^;i 3 I v0 APPROX. LOCATION OF COFFERDAM / APPROX. LOCATION OF SILT CURTAIN /{ n D o n r D r PRECAST CONC. 1260 FTi S on O m > n m x .;;., PROP WASH EASTERLY SHORE ox O m z m m y 85` '.,. 53'-4" 46-8" 15'-6"t . a o m m � w o A z e._.BITUM. CONCRETE C.I.P. PRECAST D o m , O> 6 1 T CONCRETE CONCRETE � , x - 0 __.__ r _. 0 A D, r m _ .. g N r z o M _ ARMOR STONE !^ > , >,' -, , z SURVEY BASELINE ' xoom xs0 - STA. 0+50 = n. �`. n a z A ono z " CONSTRUCTION M o z � 5i BASELINE - -- ti m y y mTA. 0+00 STA. 0. n o - cn ti z oz z n « 0+25_ 6• W DE ^ a om -�� :. CON RETE EL 111.0 n Q m A SO _ J A N K M 1 -' ARMOR STONE 2 W m O oo 6'x6' TIMBER RAMP. '� a m A FLOAT PILE, T7P. - m m r 1 - 6'x20' FLOATS 5 y oN z r z D Z W ARMOR STONE = 157 CY EXCAVATION z o N Cg zt BEDDING STONE = 128 CY BELOW MLW = 91 CY n e W MLW TO MHW = 210 CX m o m c' a ? 4 ZONE A2TOTAL = 301 CY A r D W (EL. 10 NGVD) d m WIDENED CONCRETE RAMP VOLUME 00 i \ - BENEATH FLOATS = 75 CY w 0 m 1 y ro ---- RAMP RECONSTRUCTION PLAN > O 0 20 40 m a0 m I m SCALE 1'=40' �a No m m ` ow m r 40, r m7l r► sv m 'r i m m m A A D m 3 0 A C AD Ar cm OZ �O ND m r E < (/1 D r EL. 19.0 � i n�n z n o m o� � c0'ianv�� o =o m znom A s _30•-0•• CLEAR - Ao �+ ui a z 12" CONC. FILLEqm� MHW CONSTRUCTION ;p ti m ti m - PIPE PILE, TYP. - n o o n TIMBER FLOAT -Dexo =�czi 9.0 A - A y n m z m 2• -8„ 19.-01. 18•-0" 2'-6" . oz ms sn oz mZz o moy -1mmEXISTING � 8" C.I.P. CONC. -AR MOR STONE m0A mvGROUN, . 1.5 1S= zD 1 ' 1a TERUSHED ma m zoooz FlITER FABRIC 50 - on - N m m � o z ^' BEDDING STONE u CONC. CAP ON EXISTING STONE BEDDING STONE �' z m Zv c o FILTER FABRIC STONE MOUND, TYP. MOUND FILTER FABRIC i p a z " SECTION m N � o > c ' 30'-0" CLEAR - m CONSTRUCTION o o m N N e ? 13,_0. 18'-0.. N r ��. �VA4CONC,1/2 BITUM. 12" 2•-6" z a z B r N ARMOR STONE ARMOR STONE z Zo N n 0 1 5 1.5 i m A m EXISTING 1 r- "� ! - FILTER FABRIC 12" GRAVEL - - 11 m Zl m GROUND �,' CONC. CAP ON BORROW . MHW 9.0 - m rn > A - STONE REVETMENT, TYP. - m o v m II _... _. . . __ EXISTING ..� .. z ti STONE o BEDDING STONE _REVETMENT. SECTION BEDDING STONE n v 0 FILTER FABRIC FILTER FABRIC m �. r �■ r ` r' r r? M r � V r ma 'am r cD << czoamr' - AK rtim2� DV1 N a _ n ZIA O � Z � Da . 0V0 > 500 m z O <n D n N 0 o N z ti -~ n a FINISHED 6-0 TIMBER FLOAT D m � � wi A z GRADEEXISTING 2•-6" I,. D o`" , O D S GROUND T� jj 'myx Omo O. MLW 0.0 - _ z -a _ ,1:.._..- -.- - -8"-PRECAST -_ 5_.. z y > zMo pomi � - SLAB ER .. 1 ir3 __ .. LIMIT OF EXCAVATION_/ = �^ z y�' um-i A z AND BACKFILL (T7P.) 12" CRUSHED FILT s o m ? o a U STONE FABRIC n cAo zm '� m z o o O z z w ' m o o SECTION On mom Z ti '1 0 4 8 < a SCALE Ye'=1 -0" - - N o a c y ti 0 102'± O o m i ro 85'-0" 53'-4" 46'-8" 7 '-6"± N m o MEET E%IST. " PRECAST p N y m BITUM. CONIC. 8" C.I.P.PCONIC. PROP z o z EL. 17.0± - PAVEMENT CONIC. SLAB WASH SLAB D z D 8" PRECAST m 0 S=77, EL. 11.0 CONC. SLAB EL..-8.0 z 12" GRAVEL BORROW z m LSYa_. _ m cv 7CRUSHEDTONEAm - MEET EXIST. GROUNDo00'p ® 6 N H 5 em a 9EXCAVATION, 91 CY 0 15 30 m i m QePS _ �_. ..._�..... ...-. -.,..e._..d.- — SCALE 1"=30 i I CERTIFY THAT THIS PLAN, AS PREPARED, CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTRY OF DEEDS. PROFESSIONAL.ENGINEER DATE I i 1 PROJECT 1B LOCATION 24 00 SFE` 14� ,} _ A T . l 1 . 2 ADJACENT PROPERTY s OWNERS REFERENCE NUMBER SEE SHEET 6 OF 6� 1 9P 0 400' cFZ I I I I l T I s� SCALE: 1"=400' FF '� ABUTTERS PLAN PLAN ACCOMPANYING PETITION OF THE CITY ' OF SALEM, RECREATION DEPARTMENT AND MVID P. - MASSACHUSETTS OFFICE OF FISHING AND ANOER9 BOATING ACCESS TO LICENSE, RECONSTRUCT �a L AND MAINTAIN THE EXISTING WATER DEPENDENT PUBLIC ACCESS BOAT RAMP IN DANVERS RIVER, CITY OF SALEM, MASSACHUSETTS 1 - FAY, SPOFFORD & THORNLIKE, LLC BURLINGTON, MA AUGUST, 2008 SHEET 5 OF 6 I CERTIFY THAT THIS PLAN, AS PREPARED, CONFORMS TO THE RULES AND REGULATIONS. OF THE REGISTRY OF QDEEDS. PROFESSIONAL ENGINEER DATE M - LIST OF ABUTTERS KERNWOOD COUNTRY CLUB Q2 1 KERNWOOD STREET SALEM MA 01970 NEW.ENGLAND POWER CO. 1© 25 RESEARCH AVENUE WESTBOROUGH MA 01581 KERNWOOD COUNTRY CLUB 19 1 KERNWOOD STREET SALEM MA 01970 - - ' ALGONQUIN GAS TRANS CO. ® 'PO BOX 1642 HOUSTON TX 77251-1642 CITY OF SALEM 5 BROAD STREET SALEM MA 01970 i 1 rylflTl PLAN ACCOMPANYING PETITION OF THE CITY004, ' - OF.SALEM, RECREATION DEPARTMENT AND MASSACHUSETTS OFFICE OF FISHING AND BOATING ACCESS TO LICENSE, RECONSTRUCT - AND MAINTAIN THE EXISTING WATER DEPENDENT PUBLIC ACCESS BOAT RAMP IN DANVERS RIVER, CITY OF SALEM, MASSACHUSETTS FAY, SPOFFORD & THORNDIKE, LLC BURLINGTON, MA AUGUST, 2008 SHEET 6 OF 6 DEPARTMENT OF THE ARMY NEW ENGLAND DISTRICT,CORPS OF ENGINEERS 696 VIRGINIA ROAD CONCORD,MASSACHUSETTS 01742-2751 ' ATTENTION OF REPLY TO January 9, 2009 2 0 Regulatory Division F•3•&,T 1 CENAE-R-2008-3223 David P. Anderson, P.E. Fay, Spofford & Thorndike 5 Burlington Woods Burlington, MA 01803 Dear Mr. Anderson: 1 We have reviewed your application on behalf of the City of Salem to remove the existing boat ramp located in the Danvers River at 24 Kemwood Street in Salem, Massachusetts and replace it with a larger boat ramp and floating docks that will extend approximately 102 feet seaward of the Mean High Water line. The original 28 foot wide ramp will be replaced with a 30 foot wide boat ramp and the length will be increased by 5 feet. Five 6 foot x 20 foot pile supported floating docks would be installed along one side of the ramp to facilitate boarding. This expansion would result in the loss of approximately 1,273 square feet of open water located seaward of the High Tide Line of the tidally influenced Danvers River. The work is shown on the attached plans entitled "RECONSTRUCT AND MAINTAIN THE EXISTING WATER DEPENDENT PUBLIC ACCESS BOAT RAMP IN DANVERS RIVER, CITY OF SALEM, MASSACHUSETTS", on 6 sheets dated August 2008. Based on the information you have provided,we have determined that the proposed activity, which includes a discharge of dredged or fill material into waters or wetlands, will have only minimal individual or cumulative environmental impacts on waters of the.United States, including wetlands. Therefore, this work is authorized as a Category 2 activity under the attached Federal permit known as the Massachusetts Programmatic General Permit (PGP). This work must be performed in accordance with the terms and conditions of the PGP and also in compliance with the following special conditions. 1. A cofferdam shall be placed around the existing ramp so demolition and reconstruction can occur in dry conditions. In addition, a bottom weighted full depth floating silt curtain shall be installed around the outside perimeter of the cofferdam during demolition and construction activities in order to further minimize adverse impacts to winter flounder habitat. 2. In order to mitigate for the loss of aquatic habitat, the permittee shall pay an In-Lieu- Fee (ILF) of twelve thousand seven hundred thirty dollars ($12,730). Work shall not begin until you have received confirmation that the payment has been received. Checks must be payable to "Commonwealth of Massachusetts"and mailed with the enclosed IN- LIEU-FEE Project Data Worksheet to: Vin Malkoski,MA Division of Marine Fisheries, ILF Program,251 Causeway Street, Suite 4, Boston, MA 02114 The Corps of Engineers has consulted with the National Marine Fisheries Service (NMFS) regarding the effects of your project on Essential Fish Habitat (EFH) as designated ' under the Magnuson-Stevens Fishery Conservation and Management Act. The NMFS provided EFH conservation recommendations, which we included in the special conditions listed above. iYou are responsible for complying with.all of the PGP's requirements. Please review the A attached PGP carefully, in particular the PGP conditions beginning on Page 9, to familiarize yourself with its contents. You should ensure that whoever does the work fully understands the ' requirements and that a copy of the permit document and this authorization letter at the project site throughout the time the work is underway. ' This determination becomes valid only after the Massachusetts Department of Environmental Protection (DEP) issues or waives Water Quality Certification (WQC) as required under Section 401 of the Clean Water Act. In the event the DEP denies the 401 WQC, this ' determination becomes null and void. The address of the DEP Regional office for your area is provided in the attached PGP. Your project is located within, or may affect resources within the coastal zone. The Massachusetts Office of Coastal Zone Management (CZM)has already determined that no further Federal Consistency Review is required. This authorization expires on January 20, 2010, unless the PGP is modified, suspended or revoked. You must complete the work authorized herein by January 20, 2010. If you do not, you must contact this office to determine the need for further authorization before continuing the activity. We recommend you contact us before this permit expires to discuss a time extension or permit reissuance. If you change the plans or construction methods for work within our jurisdiction,please contact us immediately to discuss modification of this authorization. This office must approve any changes before you undertake them. This authorization requires you to notify us before beginning work so we may inspect the project, and submit a Compliance Certification Form. You must complete and return the enclosed Work Start Notification Form to this office at least two weeks before the anticipated A starting date. You must complete and return the enclosed Compliance Certification Form within one month following the completion of the authorized work and any required mitigation(but not mitigation monitoring, which requires separate submittals). This authorization presumes that the work as described above and as shown on your plans noted above is in waters of the U.S. Should you desire to appeal our jurisdiction, please submit a request for an.approved jurisdictional determination in writing to this office. This permit does not obviate the need to obtain other Federal, state, or local . authorizations required by law, as listed on Page 1 of the PGP. Performing work not specifically authorized by this determination or failing to comply with any special condition(s) provided above or all the terms and conditions of the PGP may subject you to the enforcement provisions Iof our regulations. We continually strive to improve our customer service. In order for us to better serve you, we would appreciate your completing our Customer Service Survey located at httl?:7/www.nae.usace.army.mil/reg/Customer Service Survey.pd Please contact Ted Lento, Regulatory Branch Project Manager at(978)318-8863 if you have any questions. Sincz 1 Philip T. Feir Colonel, Corps of Engineers Attachments District Engineer Copies Furnished: Ed Reiner, U.S. EPA, Region 1, 1 Congress Street, Suite 1100-Mail Code CWP, Boston, Massachusetts 02114-2023 Christopher Boelke,National Marine Fisheries Service, One Blackburn Drive, Gloucester, Massachusetts 01930-2298 Robert Boeri, Coastal Zone Management, 251 Causeway Street, Suite 900, Boston, Massachusetts 02114 Vin Malkoski, ILF Program, MA Division of Marine Fisheries, 251 Causeway Street, Suite 4 Boston, MA 02114 Mr. Douglas Cameron, Commonwealth of Massachusetts, Office of Fishing and Boating Access 1440 Soldiers Field Road, Brighton, MA 02135 1 1 US Army Corps IN-LIEU-FEE (ILF) PROJECT DATA ' of Engineers a WORKSHEET New England District 1 Project name: Kernwood Street Boat Ramp in Salem Applicant: City of Salem Corps permit#: CENAE-R-2008-3223 Corps Project Manager: Ted Lento Project location (address, city): 24 Kentwood Street in Salem, Massachusetts. ' Biophysical region: North Shore - Danvers River Size of total impact subject to compensation: 1,273 square feet Types of resource subject to compensation by size: open water within the Danvers River Amount of ILF payment: twelve thousand seven hundred thirty dollars ($12,730) Checks must be payable to "Commonwealth of Massachusetts" and mailed to: ' Vin Malkoski ILF Program MA Division of Marine Fisheries 251 Causeway Street, Suite 4 ' Boston,MA 02114 1 PGP WORK START NOTIFICATION FORM (Minimum Advance Notice: Two Weeks) MAIL TO: U.S. Army Corps of Engineers,New England District Policy Analysis/Technical Support Branch 696 Virginia Road Concord, Massachusetts 01742-2751 A Corps of Engineers Permit Number CENAE-R-2008-3223 was issued to the City of Salem to remove the existingr boat ramp p located in the Danvers River at 24 Kemwood Street in Salem, Massachusetts and replace it with a larger boat ramp and floating docks that will extend approximately 102 feet seaward of the Mean High Water line. The original 28 foot wide ramp will be replaced with a 30 foot wide boat ramp and the length will be increased by 5 feet. Five 6 foot x 20 foot pile supported floating docks ' would be installed along one side of the ramp to facilitate boarding. This expansion would result in the loss of approximately 1,273 square feet of open water located seaward of the High Tide Line of the tidally influenced Danvers River. The people(e.g., contractor) listed below will do the work, and they understand the permit's conditions and limitations. PLEASE PRINT OR TYPE Name of Person/Contractor Firm: Business Address: . --------------------- Telephone: - ------Telephone: Proposed Work Dates: Start: Finish: PERMITTEE'S SIGNATURE: DATE: PRINTED NAME: TITLE: Contact Telephone: FOR USE BY THE CORPS OF ENGINEERS Contact: Submittals Required: Inspection Recommendation: 1 US Army Corps of Engineers a (Minimum Notice: Permittee must sign and return notification New England District within one month of the completion of work.) ' COMPLIANCE CERTIFICATION FORM USACE Project Number: 2008-3223 Name of Permittee: City of Salem ' Permit Issuance Date: January 2008 Please sign this certification and return it to the following address upon completion of the activity and any mitigation required by the permit. You must submit this after the mitigation is complete, but not the mitigation monitoring, which requires separate submittals. ' * MAIL TO: U.S. Army Corps of Engineers;New England District * Policy Analysis/Technical Support Branch,ATTN: Marie Farese * Regulatory Division T * 696 Virginia Road ' * Concord, Massachusetts 01742-2751 Please note that your permitted activity is subject to a compliance inspection by an U.S. Army Corps of Engineers representative. If you fail to comply with this permit you are subject to permit suspension, modification, or revocation. I hereby certify that the work authorized by the above referenced permit was completed in accordance with the terms and conditions of the above referenced permit,and any required mitigation was completed in accordance with the permit conditions. Signature of Permittee Date Printed Name Date of Work Completion ' Telephone Number Telephone Number Fay.. Spofford & Thorndike, LLC August 2008 Location Plan Not to scale Reconstructive Maintenance of Existing Public Access Boat Ramp 24 Kernwood Street Salem, MA /�■� IMI LOCUS on } 9C�� Polntry ! L]Boal t ! IO nN l � I TRIC! Pt � �^ �°•..df �' Suns (' �ty�tyFFM P- �PM1°P cken)ag /ix+tolr:'•- - :.�y,5�f �r 3 . ' .� � � ,. •� ttr«e19k�af.Nsllud'fiPatRamP �:/Kp�r 6 µ ' ✓ Isaei° Tem mom ' .�',. � lir y� ? co mrw .. •� wnart rt '3/ `i SGUTH= 4 d ell • �, I n !'//Y ,1 C/'Point - st A � r V {OIBBI . . §I f ° S 4tl Al r A • .long Poinr r.. I>,e• �Iw sY• ac R Ewd 7 R �Y- roti fi iAs�� Pomr -. -�.; 5�_�.M1��`lWat rte! Source: MassGIS Scammed Quads —July 1996 ' - R:\TS-037-PAB-SAL.EM\07-EnviroPermicc\DEPChpt91\Location Plan.doc �r e r r Ir r r s• r � � r r rr � r � r �■r aD m W o0 > my N 7• x - a z (AAO � ZDDD •'1 s. >.I. 4 n D O m n ` � o � m > nm � � N = U) . T Z --1 x L � O REMOVE CONC. z M D � _. > -n � m m zomm O RE OVE BIT. REMOVE CONC. RAMP AND CURB `., PLANKS z F D AA - o -u y o - �� S _ D z - �' > z SURVEY BASELINE l f N CCURBS - o O STA. 0+50 = -: CONSTRUCTION o c� zi o - . BASELINE �I , vfE• 1�, f? 1!f m z D m STA. 0+00-- ; STA. 0+80 N N zo n SAWCUT ' r;. - - — - - —{ - 28'0 c: m 0 rTl �.. CONSTRUCTION n BASELINE DEF T CIF F 11FLI, V/( 00 pl MSEC F -F HF II )FI N 4TEF' LIIJL`_ pts i52 I ! I PLAN OF EXISTING CONDITION AND DEMOLITION � - D D 0 20 40 m I I o SCALE 1"=40' �r � r r r r r ■� r� _� r �r r � r r r r � A -i �7 m > WKp � A D cm zo p > m D APPROX. LOCATION OF COFFERDAM z u� � cn � .z D cn D z -': APPROX. LOCATION OF SILT CURTAIN o n D Al- _ �'' �' ,., PRECAST CONC. 7128011 FTt D -q 0 -a D c PROP WASH EASTERLY SHC ' O � mDnm' � � �� Ai�ily J1 A p U z m � m D 85`=0 ---- 53'-4' 46'-8" 15' p m m m U) m D _J BITUM. CONCRETE C.I.P. PRECAST n o m o a z I CONCRETE . CONCRETE _ X o I - _ E` O rn r p z 1 --- , TitvlLE� FiEh ..�, "✓ _ o > K: z o A MOR TON EL m nZ y m _qpz SURVEY BASSI = o rrl m * o STA. 0+50 = iL9EN hdLW � : o c D �u n z m -Ti CONSTRUCTION N z p C) z M o - BASELINE - m vzi D m STA. 0+00 STA. - t' T N -__ C^JC. vt"TEV 04 i !; �:1F -- ao s N � z � oz � 0+25 6' WDE I 0 4 , I o cci hl T06 CON RETE EL.111.0 ) �. z < 9pdTi hfffbb'. W � �+ ir 1 7, L C 5 pf C ' ARMOR 5TC7KJEr r ddEld, ��`. �l/I/m o 6'x6' TIMBER RAMP oM FLOAT PILE, P. �1 6'x20' FLOATS 5 / coyer S' ARMOR STONE = 1.57 CY EXCAVATION �� g � BEDDING STONE = 128 CY BELOW MLW = 91 CY 04 W:zms c MLW TO MHW = 210 CY ,-m v ZONE A2 TOTAL = 301 CY (EL. 10 NGVD) WIDENED CONCRETE RAMP VOLUME "<I BENEATH FLOATS = 75 CY r1 _i rTi - _ RAMP RECONSTRUCTION PLAN 0 20 40 o I I I rn , SCALE 1"=40' Ir r � r •r � r r � � r r � r � ■� � � > wK0 -u o > wmv � wcnz EL. 19.0 KZDD .. D .o 0 m D - n m.A 6'-0" 30'-0" CLEAR Zm -1m -0-i U) n12" CONC. FILLED CONSTRUCTIONm o vPIPE PILE, TYP. TIMBER FLOAT Xo -10 MHW S.0 n m v 2'-6" 19 -018'-0" 2._z m o EXISTING 8" C.I.P. CONC.D � zom - ARMOR STON m U>) -9 > o GROUND 1.5 ; D _ Z - IMF `r1.5 r- = o '' m _ K 0 1 r FILTER FABRIC 12" CRUSHED 1 o c n ;u o Z m m m STONE z n m BEDDING STONE Lj CONC: CAP ONEXISTING STONE BEDDING STON o c o FILTER FABRIC STONE MOUND„ TYP. MOUND FILTER FABRIC SECTION 02 D 30`-0" CLEAR CONSTRUCTION v _ ori 13'-0" 18'-0" o� GRAN TE4CUR6 31/2 BITUM. 12" 2'-6" CONC. ARMOR STONE ARMOR STONE0 -0 1.51.5 m EXISTING 1F- FILTER FABRIC 12" GRAVEL ` i 1 MHW 9.0 GROUND CONC. CAP ON BORROW �9 J� n b I l STONE REVETMENT, TYP. ."i ,. ,l .- -- � - EXISTING { n oo - STONE T u BEDDING STONE REVETMENT SECION ION O BEDDING STONE r FILTER FABRIC FILTER FABRIC T r r r r r r �r � Ir r � � r r r � ■� r r 7_ c.n C7 � ZD > D _ `10 C> L>> D Z � S � C� -j —I D � o � z m m 6 -0 TIMBER FLOAT cn 0 z GRADED EXISTING 2'-6" W m m oa m p > Z MLW 0.0 GROUND T1P. -r N r n O ei --- \ - ' -- �-:---- . .- - -. ... -- --g„_-PR€CAST _._ ..1.3_ 70 A n m m 3 SLAB 3 i z � D — m o rri (n m � m -0 LIMIT OF EXCAVATION ' a Z n �' � Oz . AND BACKFILL TYP. 12” CRUSHED FILTER = o r� m = � 0 L� STONE FABRIC c, D ;a o z m (n Z 0 G-) Z m orr, z U) z � 0ZSECTION 0 (-- o � M 0 4 8 � I I D SCALE 1/8"=l'-0" c c� c vl 102'± -I 85'-0" 5' 3'-4"" 46'-8" 1 '-6"t 0 8" PRECAST MEET EXIST. BITUM. CONC. 8" C.I.P. CONC. PROP EL. 17.0± PAVEMENT CONC. SLAB WASH SLAB 8" PRECAST EL. 11.0EL. -8.0 CONC. SLAB I M.H OW S .W E . 9.0 12" GRAVEL BORR � -- M.L.W. L .0 12" CRUSHED STONE MEET EXIST. GR OUN ri 16 L- ii � $ SECTION v EXCAVATION, 91 CY 0 om m 0 15 30 SCALE 1"=30' N ' 19 PROJECT LOCATION 24 O� ' �FQ 12 2 ADJACENT PROPERTY OWNERS REFERENCE NUMBER SEE SHEET 6 OF 6 9'A 0 400' I s� SCALE: 1"=400' F� ' ABUTTERS PLAN PLAN ACCOMPANYING PETITION OF THE CITY byte of ' OF SALEM, RECREATION DEPARTMENT AND DAVID P. MASSACHUSETTS OFFICE OF FISHING AND ANDERSON BOATING ACCESS TO LICENSE, RECONSTRUCTNo sine 00 AND MAINTAIN THE EXISTING WATER DEPENDENT Ptp PUBLIC ACCESS BOAT RAMP IN DANVERS RIVER, CITY OF SALEM, MASSACHUSETTS FAY, SPOFFORD & THORNDIKE, LLC RI IRI iNr,TnN Mc AUGUST, 2008 SHEET 5 OF 6 r ' LIST OF ABUTTERS KERNWOOD COUNTRY CLUB O2 1 KERNWOOD STREET SALEM MA 01970 ' NEW ENGLAND POWER CO. 12 , 25 RESEARCH AVENUE ' WESTBOROUGH MA 01581 KERNWOOD COUNTRY CLUB 19 1 KERNWOOD STREET SALEM MA 01970 ALGONQUIN GAS TRANS CO. PO BOX 1642 HOUSTON TX 77251-1642 ' ® CITY OF SALEM 5 BROAD STREET SALEM MA 01970 PLAN ACCOMPANYING PETITION OF THE CITY �► Of ' OF SALEM, RECREATION DEPARTMENT AND MASSACHUSETTS OFFICE OF FISHING AND DAVID P. i a ANDERSON . BOATING ACCESS TO LICENSE, RECONSTRUCT CIVIL e AND MAINTAIN THE EXISTING WATER DEPENDENT Na37110 PUBLIC ACCESS BOAT RAMP IN DANVERS RIVER CITY OF SALEM, MASSACHUSETTS SPOFFORD & THORNDIKE. LLC 1 BUR INGTON. MA AUGUST, 2008 SHEET 6 OF 6 Application N: NAE-2004-2594 Effective Date: January 20,2005 Applicant: General Public in the Expiration Date: January 20,2010 ' Commonwealth of Massachusetts Modification Date: December 18, 2006 DEPARTMENT OF THE ARMY ' PROGRAMMATIC GENERAL PERMIT COMMONWEALTH OF MASSACHUSETTS ' The New England District of the U.S.Army Corps of Engineers(Corps)hereby issues a Programmatic General Permit(PGP)that expedites review of minimal impact work in coastal and inland waters and wetlands within the Commonwealth of Massachusetts. ' I. GENERAL CRITERIA: Activities with minimal impacts, as specified by this PGP's terms (Pages 1 - 8), General Conditions ' (Pages 9- 16), and Appendix A-Definition of Categories, qualify for authorization under this PGP in either Category 1 or Category 2. ----.----=----- ---__._-- -__—_--__ ' Proponents should first review Appendix A-Definition of Categories to see if a project meets either: • Category 1: Non-reporting , Projects meeting Category I may be authorized under this PGP without notifying the Corps, or ' • Category 2: Reporting. An application to and written authorization from the Corp is required for these projects. ' If you determine that your project is eligible for Category 1 as defined in Appendix A, you must then ensure that.your project is in full compliance with this PGP's terms and General Conditions. If these are not met,your project is in Category 2 or the Individual Permit category, and you must submit an ' application to the Corps. The Individual Permit thresholds are defined in Appendix A and the Individual Permit procedures are briefly described on Page 8. This PGP does not affect the Corps Individual Permit review process or activities exempt from Corps jurisdiction. r II. ACTIVITIES COVERED: 9 Work and structures that are located in, or that affect, navigable waters of the United States (U.S.) (33 CFR 328.4(c)](regulated by the Corps under Section 10 of the Rivers and Harbors Act of 1899); • The discharge of dredged or fill material into waters of the U.S. (regulated by the Corps under Section 404 of the Clean Water Act); and ' • The transportation of dredged material for the purpose of disposal in the ocean (regulated by the Corps under Section 103 of the Marine Protection, Research and Sanctuaries Act). III. PROCEDURES A. State and Local Approvals For projects authorized pursuant to this PGP,when the following local or State approvals are also required, the permits must be obtained in order for this PGP authorization to be valid(applicants are responsible for ensuring that these required State licenses and approvals have been applied for and ' obtained). The Corps encourages applicants to concurrently process Corps and State/local permits. Massachusetts PGP _ - December 18,2006 • Final Order of Conditions under the Massachusetts Wetlands Protection Act(WPA) (MGL c. 131 Section 40) must be obtained for activities subject to jurisdiction as defined in 310 CMR 10.02. • Waterways license or permit under MGL c. 91, from the Massachusetts Department of Environmental Protection (DEP) must be obtained for activities subject to its jurisdiction, defined in 310 CMR 9.05. • Water Quality Certification (WQC) is required for work in Corps jurisdiction involving a discharge of dredged or fill materials to waters of the U.S. Some projects require an individual WQC, under Section 401 of the Clean Water Act, issued by the Massachusetts DEP before work can proceed(see ' Page 6 for 401 WQC requirements). • Coastal Zone-Management(CZM): Any project that meets the terms and General Condition of the non-reporting Category 1 of this PGP,has been determined to be consistent with the Massachusetts ' CZM plan and does not require any additional CZM review. For Category 2 work in or affecting the coastal zone, the Corps will coordinate review with the Office of CZM and then notify applicants if an Individual CZM concurrence is required. ' B. Corps Authorizations ' CATEGORY 1 (Non-Reporting) Eligibility ' Activities in Massachusetts that: • are subject to Corps jurisdiction(see General Condition 2, Page 9), and •. meet the definition of Category 1 in Appendix A-Definition of Categories, and • meet the general conditions of the PGP listed on Pages 9— 16, may proceed without application or notification to the Corps provided the authorizations are obtained which this permit states are necessary for activities to be eligible for authorization under this non- reporting category). Project proponents seeking Category 1 authorizations are not relieved of the obligation to comply with this ' PGP's general conditions(see Page 9)and other Federal laws such as the National Historic Preservation Act, the Endangered Species Act, and the Wild and Scenic Rivers Act. Therefore, consultation with the Corps and/or outside experts such as the Massachusetts Historical Commission and the appropriate Indian ' tribes is recommended when there is a high likelihood of the presence of resources of concern. Although Category I projects are non-reporting, the Corps reserves the right to require an Individual Permit review if there are concerns for the aquatic environment or any other factor of the public interest (see Condition 4 on Discretionary Authority,Page 9). Work that is not subject to the Commonwealth's Wetland Protection Act but is subject to Corps ' jurisdiction, is eligible for Corps authorization under this PGP. Although an Order of Conditions is not required if the work is not subject to the WPA,this PCP's review thresholds and requirements . concerning WQC and CZM consistency apply. Such projects could include activities that are exempt ' from the WPA or activities in Federal wetlands that are not included in the WPA. Massachusetts PGP .. 2 - December 18,2006 CATEGORY 2 (Reporting-Requiring Screening) Eliaibility Criteria Activities in Massachusetts that: • are subject to Corps jurisdiction, and • meet the definition of Category 2 in Appendix A-Definition of Categories, and • meet the general conditions of the PGP listed on Pages 9- 16, ' reouire written approval from the Corps. These projects will be reviewed through interagency screening (see Federal Screening Procedures below)to determine whether such activities may be authorized under this PGP. To be eligible and subsequently authorized,an activity must result in minimal impacts to the aquatic environment as determined by the Corps based on comments from the review team and the ' criteria listed above. Mitigation maybe required to compensate for unavoidable impacts to ensure the net effects of a project are minimal. For Category 2 projects, applicants must obtain not only a written authorization from the Corps;but an Order of Conditions and certifications or waivers concerning WQC and CZM, as stated on Page 1. Applicants shall apply directly to the appropriate local Conservation Commission and/or DEP regional ' office(see Page 17 for addresses) for local and State approvals. Consultation with the Corps and outside experts is required to ensure compliance with all of this PGP's ' conditions, such as consultation with the Massachusetts Historical Commission and the appropriate Native American Indian tribes to ensure compliance with General Condition 7. Also, note the review thresholds under Category 2 apply to single and complete projects only(see General Condition 5). 1 Application Procedures Applicants must apply directly to the Corps for all Category 2 projects using ENG Form 4345. Alternatively, the Corps will accept DEP's WQC or Chapter 91 application forms for its review provided the forms were already sent to the DEP. Applicants must use a Corps application form for all projects involving work that is not subject to Commonwealth jurisdiction. Upon receipt of the application, the Corps will determine if it: • requires additional information (see"information typically required"below); • is appropriate for screening with the Federal resource agencies-(see Category 2 Federal Screening Procedures below); ' • is ineligible under the terms and/or conditions of this PGP; or • will require Individual Permit review,regardless of whether the terms and conditions of this PGP are met, based on concerns for the aquatic environment or any other factor of the public interest (see General Condition 4 on Discretionary Authority). ' If open water disposal is proposed,the Corps will make a suitability determination, fully coordinated with the Federal resource agencies, before coordinating a project at ajoint processing meeting. ' All Category 2 applicants shall submit a copy of their Corps, WQC or Chapter 91 application materials, DEP's Notice of Intent, or the State's Environmental Notification Form(ENF), to the State Historic Preservation Officer at the Massachusetts Historical Commission(MHC)and the Wampanoag, ' Stockbridge-Munsee, and/or Narragansett Tribal Historic Preservation Officers when applicable(see Page 18 for geographic areas of concern)to be reviewed for the presence of historic, archaeological, or tribal resources in the permit area that the proposed work may affect. Submittals to ' Massachusetts PGP. 3 - December I8,2006 the Corps shall include information to indicate that this has been done(a copy of the applicant's cover letter to MHC and tribes, the ENF distribution list, or a copy of MHC and tribal response letters when applicable). Information Typically Required The following information may not be necessary for all projects. Please see www.nae.usace.armv.mil for a more comprehensive checklist. Select"Regulatory/Permitting,""Forms" and then "Application and Plan Guideline Checklist" Please check with our office for project-specific requirements. . purpose of the project; • 8%"x11" locus map, 8'/z"xl I" plan views of the entire property and project limits with existing and proposed conditions; • typical cross-section views of all wetland and waterway fill areas and wetland replication areas; • legible, reproducible plans. On each plan show the NGVD 1929 equivalent for the project's vertical 1 datum [mean high water(MHW), mean low water(MLW), mean low lower water(MLLW)or other tidal datum for tidal projects] with the vertical units. Do not use local datum; • wetland delineation for site,Corps wetland delineation data sheets (see website)and calculations of waterway and wetland impact areas(see General Condition 2); • delineation of submerged aquatic vegetation,e.g., eelgrass beds, in tidal waters; . • volume,type, and source of fill material to be dischargedinto waters and wetlands, including the area(s) (in square feet or acres) of fill in wetlands,below the ordinary high water in inland waters and below the high tide line in coastal waters; • MLW, MHW and high tide line(HTL) elevations in navigable waters; • limits of any Federal Navigation Project in the vicinity of the project area and State Plane Coordinates ' for the limits of the proposed work closest to the Federal Navigation Project; . • alternatives analysis submitted to the DEP for WQC review, and/or additional information compiled on alternatives; :� • identify and describe potential impacts to essential fish habitat (see General Condition 10); • photographs of wetland/waterway to be impacted. Information typically required for dredging projects: • sediment testing, including physical (e.g., grain-size analysis), chemical and biological testing.For projects proposing open water disposal,applicants are encouraged to contact the Corps as early as possible regarding sampling and testing protocols. Sampling and testing of sediments without such contact should not occur and if done,would be the applicant's risk. • the area in square feet and volume of material to be dredged below mean high water; • existing and proposed water depths; • type of dredging equipment to be used; • nature of material (e.g., silty sand); • any existing sediment grain size and bulk sediment chemistry data for the proposed or • any nearby projects; • information on the location and nature of municipal or industrial discharges and • occurrence of any contaminant spills in or near the project area, location of the disposal site(include locus sheet); • shellfish survey; • identify and describe potential impacts to essential fish habitat(see General Condition 10); • delineation of submerged aquatic vegetation(e.g., eelgrass beds). ' Massachusetts PGP 4 - December 18,2006 Federal Screening Procedures The Corps will review all complete applications for Category 2 projects at interagency screening(or �. "joint processing") meetings with the Federal resource agencies [U.S. Fish & Wildlife Service(FWS), U.S. Environmental Protection Agency(EPA) and National Marine Fisheries Service(NMFS)] to determine whether such activities may be authorized under this PGP. The Federal resource agencies along with the Corps will comprise the interagency review team. The MA CZM also attends the meetings and the Corps will notify applicants if an individual CZM consistency concurrence is required. Other State agency representatives frequently attend the meetings for advice and informal consultation purposes. The meetings are held at the Corps every three weeks, or coordinated as necessary to provide applicants with a timely response. The Corps and Federal resource agencies,at the branch chief or equivalent level, may agree on certain activities that do not require coordination at these meetings. If the Corps and Federal resource agencies determine that the activity is eligible for the PGP, the Corps will send an authorization letter directly to the applicant and a copy to the DEP regional office. If the activity is not eligible under the PGP or if the Corps determines that additional information is required the Corns will notify the applicant in writing and will send a cony of this notification to DEP. For projects reviewed with the Federal agencies,the agencies may recommend, within ten business days, special conditions for projects to avoid or minimize adverse environmental effects and to ensure the terms and conditions of the PGP are met. The Corps will determine that a project is ineligible under this PGP and will begin its Individual Permit review procedures if the Corps itself or any one of the Federal agencies, within ten business days of the screening meeting,expresses a concern within their area of expertise, states the resource or species that could be impacted by the project, and describes the impacts that, ether individually or cumulatively,will he more than minimal. ' This Yen-day notice may be spoken and is not required to be fully documented,but must be confirmed with a written response within an additional ten working days from the date of the spoken comment. Written responses must be signed by the Federal resource agency field supervisor or branch chief, as appropriate, and must identify the affected resource within their area of expertise. The intent of the spoken notification is to allow the Corps to give timely notification to the applicant that additional information is needed and/or an Individual Permit may be required. The Corps may reinstate a project's eligibility under the PGP provided the Federal agencies' concerns are satisfied. The Federal resource agencies may request additional information within their area of expertise within ten business days of the screening meeting. This information shall be commensurate to the level of impact and agreed upon by the Corps. The agencies are allowed an additional ten business days after their receipt of additional information to provide special conditions or a written Individual Permit request to the Corps. Coastal Zone Management Screening Procedures Category 2 projects that involve work in or affecting the coastal zone will be screened with CZM at the joint processing meeting or electronically if a CZM representative isnot at the joint processing meeting. The CZM will make a determination, at joint processing or within 10 business days of receipt, that(1) CZM consistency may be waived; (2) CZM consistency may be waived provided CZM and the Corps agree to special conditions to protect the land or water uses or natural resources of the coastal zone; or (3) an individual CZM consistency concurrence will be required for the project. If CZM requires an individual CZM consistency concurrence,the Corps may issue a conditional letter,which will notify the ' applicant that the Federal authorization is not valid.until CZM consistency concurrence is issued or waived by CZM. � - -Massachusetts PGP 5 - December 18,2006 Minerals Management Service(MMS)Review Projects with construction of solid fill structures or discharge of fill that may extend beyond the coastline or the baseline from which the territorial sea is measured (i.e., MLW), must be coordinated with MMS, Outer Continental Shelf(OCS) Survey Group, pursuant to the Submerged Lands Act(43 USC 13011315, 33 CFR 320.4(f)). The Corps will forward project information to MMS for their review. The MMS will coordinate their determination with the Department of the Interior (DOI) t� Solicitor's Office. The DOI will have 15 calendar days from the date MMS is in receipt of the project information to determine if the baseline will be affected. No notification of the Corps within the 15-day review period will constitute a"no effect"determination. Otherwise,the solicitor's notification to the Corps may be spoken but must be followed with a written confirmation within ten business days from the date of the spoken notification. This procedure will be eliminated if the Commonwealth of Massachusetts provides a written waiver of interest in any increase in submerged lands caused by a change in the baseline resulting from solid fill structures or fills authorized under this PGP. 401 Water Quality Certification For work in Corps jurisdiction involving a discharge to waters of the U.S., an Individual 401 WQC must be obtained from or waived by the Massachusetts DEP before work can proceed as authorized by this PGP for the following circumstances(pursuant to MGL c. 21 Sections 26 - 53 and regulations at 314 i CMR 9.00). The following are excerpted from the Massachusetts DEP regulations at 314 CMR 9.04: Activities Requiring an Application, and require an Individual 401 WQC application: (1)More than 5000 SF Any activity in an area subject to 310 CMR 10.00 which is also subject to 33 USC 1251, et seq. and will result in the loss of more than 5000 SF cumulatively of bordering and ^t_ated vegetated wetlands and lard under water. (2) Juistanding Resource Waters. Any activity resulting in any discharge of dredged or fill material to any Outstanding Resource Water. See 314 CMR 4.00 Massachusetts Surface Water Quality Standards at: http://www.state.ma.us/den/bwp/iww/files/314cmr4.htm. (3)Real Estate Subdivision-Any discharge of dredged or fill material associated with the creation of a real estate subdivision, unless there is a recorded deed restriction providing notice to subsequent purchasers limiting the amount of fill for the single and complete project to less than 5000 square feet cumulatively of bordering and isolated vegetated wetlands and land under water and the discharge is not to an Outstanding Resource Water. Real estate subdivisions include divisions where approval is required and where approval is not required under the Subdivision Control Law; MGL. c. 41, §81K through 81GG. Discharges of dredged or fill material to create the real estate subdivision include but are not limited to the construction of roads, drainage, sidewalks, sewer systems, buildings, septic systems,wells, and accessory structures. (4)Activities Exempt under MGL. c. 131, §40. Any activity,not subject to MGL. c. 131, §40, which is subject to 33 USC 1251, et seq. and will result in any discharge of dredged or fill material to bordering vegetated wetlands or land underwater. (5)Routine Maintenance. Routine maintenance of existing channels, such as mosquito control projects or road drainage maintenance that will result 1n the annual loss of more than 5000 square feet g � 9 cumulatively of bordering and isolated vegetated wetland and land underwater will be evaluated under the criteria of 314 CMR 9.06.A single application may be submitted and a single certification may be issued for repeated routine maintenance activities on an annual or multi-year basis not to exceed five years, Massachusetts PGP - 6 December 18,2006 (6)More than 5000 sq.ft. oflsolated Vegetated Wetlands. Any activity in an area not subject to jurisdiction of MGL. c. 131, §40 that is subject to 33 U.S.C.1251, et seq.(i.e., isolated vegetated wetlands) which will result in the loss of more than 5000 square feet cumulatively of bordering and isolated vegetated wetlands and land under water. (7)Rare and Endangered Species Habitat in Isolated Vegetated Wetlands. Any activity resulting in the discharge of dredged or fill material to an isolated vegetated wetland that has been identified as habitat for rare and endangered species. (8)Salt Marsh. Any activity resulting in the discharge of dredged or fill material in any salt marsh. (9)Individual 404 Permit. Any activity that is subject to an Individual Permit under Section 404 of the Clean Water Act by the Corps of Engineers. (10)Agricultural Limited Project. Agricultural work,not exempt under MGL.c. 131, §40,referenced in and performed in accordance with 310 CMR 10.53(5). Provided the activity does not result in any discharge of dredged or fill material to an Outstanding Resource Water, such work will be presumed to meet the criteria of 314 CMR 9.06 where a comparable alternatives analysis is performed by the Natural Resources Conservation Service and included in the Notice of Intent. (11)Discretionary Authority. Any activity where the Department invokes discretionary authority to require an application based on cumulative effects of activities, cumulative effects from the discharge of dredged or fill material to bordering or isolated vegetated wetlands or land under water, or other impacts that mayjeopardize water quality.The Department will, issue a written notice of and statement of reasons for its determination to invoke this discretionary authority not later than ten business days after Its receipt of an Order of Conditions. (12)Dredging Greater than 100 cy. Any dredging or dredged material disposal of more than 100 cubic yards in navigable waters. Massachusetts PGP - 7 December 18,2006 Emergency Situations Procedures Emergency situations are limited to sudden, unexpected occurrences that could potentially result in an unacceptable hazard to life, a significant loss of property, or an immediate, unforeseen, and significant economic hardship if corrective action requiring a permit is not undertaken within a time period less than the normal time needed to process an application under standard procedures. If an emergency situation requires action in less than 30 days after the occurrence, it qualifies for the amended notification procedures described below. Notification Procedures for Emergency Situations: Any project proponent may request emergency authorization from the Corps. However, the Corps will determine if a project qualifies for these emergency situation procedures. The Federal resource agencies, the Massachusetts Historical Commission, and the tribes will each designate an emergency contact and an alternate in the event the regular contact is unavailable. When an application for Category 2 work is received that the Corps determines is an"emergency"as defined above, the Corps will fax a copy of the plans and Determination of Eligibility to the agency representatives and their alternates. The resource agencies would then have 16 business hours to notify the Corps if they have any comments on authorization of the project under the PGP. Objections to the Corps' determination of an"emergency" situation will not be accepted. If no response is received within 16 business hours,the Corps will proceed with a decision on the application. If the resource agencies have comments on the proposal, they will have 16 business hours to put their comments in writing. If written comments from the Federal agencies are not received within 16 business hours,the Corps will proceed with a decision on the application. if a Fedeni agency requests that an Individual Peimit he required for a projector requests modifications to the project based on concerns within their area(s)of expertise, the Corps will notify the applicant within one business day of receipt of that request that the project as proposed does not qualify for authorization under this PGP and the emergency Individual Permit procedures may be followed. In any event, the Corps will notify the applicant within 16 business hours of commencement of the screening process as to whether the project may proceed under this PGP. Notification Procedures for FEMA and MEMA Declared Emergency Situations. The Massachusetts DEP, Massachusetts Emergency Management Agency(MEMA), or the Federal Emergency Management Agency(FEMA) will notify the Corps within 24 hours of the occurrence of a disaster and advise the Corps of the nature of the occurrence and any known remedial and/or protective measures. The Corps will notify the emergency contact of the Federal resource agencies, the . Massachusetts Historical Commission, and the tribes that a disaster has occurred within one business day of being notified.by the MA DEP, MEMA or FEMA. The Corps will work with FEMA, MEMA and the emergency contacts under the"Notification Procedures for Emergency Situations"section above �1 to expedite authorization under this PGP. IV. CORPS AUTHORIZATIONS: INDIVIDUAL PERMIT Proponents of work that is defined in the Individual Permit category of Appendix A-Definition of Categories, or that does not meet the terms and General Conditions of this PGP, should submit an application and the appropriate application materials (including the Corps application form)to the Corps (see 33 CFR 325.1) at the earliest possible date in order to expedite the Individual Permit review process. General information and application forms can be obtained at our web site or by calling us (see Page 17). Individual WQC and CZM consistency concurrence are required when applicable from the Commonwealth of Massachusetts before Corps permit issuance. The Corps encourages applicants to . concurrently apply for a Corps Individual Permit and State permits. Massachusetts PGP 8 December 18,2006 V. PROGRAMMATIC GENERAL PERMIT CONDITIONS: The following conditions apply to activities authorized under this PGP, including all Category 1 (non-reporting) and Category 2 (reporting—requiring screening) activities: General Requirements 1. Other Permits. Authorization under this PGP does not obviate the need to obtain other Federal, state, or local authorizations required by law. 2. Federal Jurisdictional Boundaries. Applicability of this PGP shall be evaluated with reference to Federal jurisdictional boundaries. Applicants are responsible for ensuring that the boundaries used satisfy the Federal criteria defined at 33 CFR 328-329. Wetland boundaries shall be delineated in accordance with the January 1987 Corps of Engineers Wetlands Delineation Manual(http://www.sai. usace.army.miUpermit/documents/87manual.pdf). The FWS publishes the National List of Plant Species that Occur in Wetlands (w)Yw.nwi.fws.eov). The Natural Resources Conservation Service publishes the current hydric soil definition, criteria, and lists (httoWsoils.usda.gov/use/hydric . 3. Minimal Effects. Projects authorized by this PGP shall have no more than minimal individual and cumulative adverse environmental impacts as determined by the Corps. 4.Discretionary Authority. Notwithstanding compliance with the terms and conditions of this permit, the Corps retains discretionary authority to require an Individual Permit review based on concerns for the aquatic environment or for any other factor of the public interest[33 CFR 320.4(a)]. This authority is invoked on a case-by-case basis whenever the Corps determines that the potential consequences of the proposal warrant Individual Permit review based on the concerns stated above. This authority may be invoked for projects with cumulative environmental impacts that are more than minimal or if there is a special resource or concern associated with a particular project that is not already covered by the remaining conditions of the PGP that warrants greater review. Whenever the Corps notifies an applicant that an Individual Permit is required, authorization under this PGP is void and no work may be conducted until the Corps Individual Permit is obtained or until the Corps notifies the applicant that further review has demonstrated that the work may proceed under this PGP. 5. Single and Complete Projects. This PGP shall not be used for piecemeal work and shall be applied to single and complete projects.All components of a single project shall be treated together as constituting one single and complete project and/or all planned phases of a multi-phased project, unless the Corps determines that a component has independent utility. (The Independent Utility test is used to determine what constitutes a single and complete project in the Corps regulatory program. A project is considered to have independent utility if it would be constructed absent the construction of other projects ' in the project area. Portions of a multi-phase project that depend upon other phases of the project do not . have independent utility. Phases of a project that would be constructed even if the other phases were not built can be considered as separate single and complete projects with independent utility.) For linear projects, such as power lines or pipelines with multiple crossings, the"single and complete projeef'(i.e., single and complete crossing) will apply to each crossing of a separate water of the U.S.(i.e., single waterbody)at that location. An exception is for linear projects crossing a single waterbody several times at separate and distant locations; each crossing is considered a single and complete project, and may be reviewed for Category 1 eligibility. However, individual channels in a braided stream or river, or individual arms of a large, irregularly-shaped wetland or lake,etc.,are not separate waterbodies. If any crossing requires a Category 2.activity,then the entire linear project shall be reviewed as one project under Category 2. Also, this PGP shall not be used for any activity that is part of an overall project for which an Individual Permit is required, unless the Corps determines the activity has independent utility. -Massachusetts PGP 9 December 18,2006 - 6. Permit On-Site. For Category 2 projects,the permittee shall ensure that a copy of this PGP and the accompanying authorization letter are at the work site (and the project office)authorized by this PGP whenever work is being performed, and that all personnel with operation control of the site ensure that all appropriate personnel performing work are fully aware of its terms and conditions. The entire permit authorization shall be made a part of any and all contracts and sub-contracts for work that affects areas of Corps jurisdiction at the site of the work authorized by this PGP. This shall be achieved by including the entire permit authorization in the specifications for work. The term "entire permit authorization' means this PGP and the authorization letter(including its drawings, plans, appendices and other attachments) and also includes permit modifications. If the authorization letter is issued after the construction specifications, but before receipt of bids or quotes, the entire permit authorization shall be included as an addendum to the specifications. If the authorization letter is issued after receipt of bids or quotes, the entire permit authorization shall be included in the contract or sub-contract as a change order. Although the permittee may assign various aspects of the work to different contractors or sub-contractors,all contractors and sub-contractors shall be obligated by contract to comply with all environmental ' protection provisions contained within the entire PGP authorization,and no contract or sub-contract shall require or allow unauthorized work in areas of Corps jurisdiction. National Concerns: 7. Historic Properties. Any activity authorized by this PGP shall comply with Section 106 of the National Historic Preservation Act. Information on the location and existence of historic resources can be obtained from the Massachusetts Historic Preservation Officer,the National Register of Historic Places, and the Wampanoag, Stockbridge-Munsee, and NarragansettTribal Historic Preservation officers. See Page 18 for historic properties contacts and geographic.areas of concert,for each. Project proponents shall apply to the Corps for all projects that would otherwise qualify for Category 1 if there is the potential for an effect on a historic property within the permit area or any known historic property that may occur outside the permit area. Historic properties include those that are eligible for inclusion, but not necessarily listed on the National Register. If the permittee, during construction of work authorized herein, encounters a previously unidentified archaeological or other cultural resource within the area subject to Department of the Army jurisdiction that might be eligible for listing in the National Register,of Historic Places, he/she shall immediately notify the District Engineer(DE). 8.National Lands. Activities authorized by this PGP shall not impinge upon the value of any National Wildlife Refuge,National Forest,National Marine Sanctuary (e.g., Stellwagen Bank) or any area administered by the National Park Service(e.g., Cape Cod National Seashore). 9. Endangered Species. No activity authorized under this PGP may affect a threatened or endangered species or a species proposed for such designation,as identified under the Federal Endangered Species Act(ESA), or which is likely to destroy or adversely modify the critical habitat of such species,or which would result in a "take"of any threatened or endangered species of fish of wildlife, or which would result in any other violation of Section 9 of the ESA protecting threatened or endangered species of plants. Applicants shall notify the Corps if any listed species or critical habitat is in the vicinity of the project and shall not begin work until notified by the DE that the requirements of the ESA have been satisfied and that the activity is authorized.Information on the location of threatened and endangered species and their critical habitat can be obtained from the FWS and NMFS (see Page 17 for addresses). 10. Essential Fish Habitat. As part of the PGP screening process, the Corps will coordinate with NMFS in accordance with the 1996 amendments to the Magnuson-Stevens Fishery and Conservation Management Act to protect and conserve the habitat of marine,estuarine and anadromous finfish, Massachusetts PGP 10 'December 18,2006 mollusks, and crustaceans. This habitat is termed "Essential Fish Habitat"(EFH), and is broadly defined to include"those waters and substrate necessary to fish for spawning, breeding, feeding, or growth to maturity." Any work, except for exploratory drilling and borings for bridges, in streams in the Connecticut and Merrimack River watersheds that are stocked with Atlantic salmon (see attached lists) shall not be authorized under Category 1 of this PGP and must be screened for potential impacts to EFH. The NMFS conservation recommendations will normally be included as a.permit requirement by the Corps. For additional EFH information and/or locations, see Page 1.9 of this PGP, contact NMFS (see Page 17), or go to www.nmfs.noaa:eov(50 CFR 600)or www.nero.nmfs.gov/RO/DOC/appguidel.html. 11. Wild and Scenic Rivers. Any activity that occurs in a component of, or within 0.25 mile up or downstream of the main stem or tributaries of a segment of, or that has the potential to alter flows within a river within the.National Wild and Scenic River System must be reviewed by the Corps under the procedures of Category 2 of this PGP regardless of size of impact. This condition applies to both designated Wild and Scenic Rivers and rivers officially designated by Congress as study rivers for possible inclusion while such rivers are in official study status. The Corps will consult with the National Park Service(NPS)with regard to potential impacts of the proposed work on the resource values of the wild and scenic river. The culmination of this coordination will be a determination by the NPS and the Corps that the work: (1) may proceed as proposed; (2)may proceed with recommended conditions;or (3)could pose a direct and adverse effect on the resource values of the river and an Individual Permit is required. If preapplication consultation between theapplicant and the NPS has occurred whereby NPS has made a determination that the proposed project is appropriate for authorization under this PGP(with respect to Wild and Scenic River issues),this determination should be furnished to the Corps with submission of the application. National Wild and Scenic Rivers System segments for Massachusetts as of December 2004, include: Sudbury/Assabet/Concord Rivers as follows: the Sudbury from the Danforth Street bridge in Framingham downstream to the confluence with the Assabet,the Assabet from 1,000 feet below the Damon Mill Dam downstream to the confluence with the Sudbury, and the Concord from the confluence of the Sudbury and Assabet downstream to the Route 3 bridge in Billerica;and Westfield River as follows: Shaker Mill Brook from Brooker Hill Road in Becket to its headwaters.The Upper East Branch from the Windsor/Cummington town line to its confluence; Upper East Branch Tributaries including Drowned Land Brook, Center Brook and Windsor Jambs Brook. Headwater tributaries of the West Branch, including Shaker Mill Brook from Brooker Hill Road in Becket to its confluence with the West Branch;Depot Brook; Savery Brook;Watson Brook; and Center Pond Brook from Center Pond to its confluence with the West Branch.The Lower Middle Branch, East Branch, and Main Stem in the Town of Huntington(3.2 miles) and the Upper East Branch from its confluence with Sykes Brook to its confluence with the West Branch. The Taunton River from the confluence of the Town River and Matfield River in Bridgewater downstream to Mt.Hope Bay in Fall River is under congressionally _ authorized study as a potential addition to the Wild and Scenic Rivers System. 12. Federal Navigation Project. Any structure or work that extends closer to the horizontal limits of any Corps Federal Navigation Project(see Appendix B)than a distance of three times the project's authorized depth shall be subject to removal at the owner's expense prior to any future Corps dredging or the performance of periodic hydrographic surveys. 13. Federal Liability. In issuing this permit, the Federal Government does not assume any liability for the following: (a) damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural causes;(b)damages to the permitted project or uses thereof as a result of current or future activities undertaken by or on behalf of the.U.S. in the public interest; (c) damages to persons, Massachusetts PGP 11 December 18,2006 property, or to other permitted or unpermitted activities or structures caused by the activity authorized by this permit; (d) design or construction deficiencies associated with the permitted work; (e)damage claims associated with any future modification, suspension, or revocation of this permit. 14.Navigation. (a)There shall be no unreasonable interference with navigation by the existence or use of the activity authorized herein, and no attempt shall be made by the permittee to prevent the full and free use by the public,of all navigable waters at or adjacent to the activity authorized herein. (b) The permittee understands and agrees that, if future U.S. operations require the removal, relocation, or other alteration of the structure or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the permittee will be required, upon due notice from the Corps, to remove;relocate, or alter the structural work or obstructions caused thereby, without expense to the U.S. No claim shall be made against the U.S.on account of any such removal or alteration. Minimization of Environmental Impacts: 15.Minimization. Discharges of dredged or fill material into waters of the U.S., including wetlands, shall be avoided and minimized to the maximum extent practicable. Permittees may only fill those jurisdictional wetlands that the Corps authorizes to be filled and impact those wetlands that the Corps authorizes as secondary impacts. If not specifically authorized, any unauthorized fill or secondary impact to wetlands may be considered as a violation of the Clean.Water Act. • Unless specifically authorized, no work shall drain a water of the U.S. by providing a conduit for water on or below the surface. • Site clearing, grading and construction activities within the upland buffet surrounding a venial pool are secondary impacts. 16. Heavy Equipment in Wetlands. Heavy equipment other than fixed equipment (drill rigs, fixed r cranes, etc.)working within wetlands shall not be stored,maintained or repaired in wetlands, unless it is less environmentally damaging otherwise, and as much as possible shall not be operated there. Where construction requires heavy equipment operation in wetlands,the equipment shall either have low ground pressure (<3 psi), or shall not be located directly on wetland soils and vegetation; it shall be placed on swamp mats that are adequate to support the equipment in such a way as to minimize disturbance of wetland soil and vegetation. Other support structures that are less impacting and are capable of safely supporting equipment may be used with written Corps authorization. Similarly, not using mats during frozen, dry or other conditions may be allowed with written Corps authorization (see General Condition 17). An adequate supply of spill containment equipment shall be maintained on site. Note: "Swamp mats" is a generic term used to describe structures that distribute equipment weight to prevent wetland damage while facilitating passage and providing work platforms for workers and equipment. They are comprised of sheets or mats made from a variety of materials in various sizes. A type of swamp mat is a timber mat,which consists of large timbers bolted or cabled together. Corduroy roads, which are not considered to be swamp mats,are cut trees and/or saplings with the crowns and branches removed, and the trunks lined up next to one another. Corduroy roads are typically installed permanently. Like swamp mats, they are considered as fill whether they're installed temporarily or permanently. 17. Temporary Fill. If a project's combined temporary and permanent fill totals <5,000 SF,the project may be authorized under Category 1 if the project meets the Category I definition in Appendix A and it is in compliance with this PCP's terms and General Conditions. If a project's combined temporary and Massachusetts PGP 12 - _ December 18,2006 - permanent fill is> 5,000 SF, no temporary fill (e.g., access roads,cofferdams)shall be placed in waters of the U.S. (including wetlands) unless the Corps specifically authorizes it in writing through the Category 2 review process. All temporary fill shall be stabilized and maintained during construction in such a way as to prevent its eroding into portions of waters of the U.S.where it is not authorized. Swamp mats and corduroy roads(see 16 above)are considered as temporary fill when they are removed immediately upon work.completion. The area must be restored in accordance with General Condition 18. • Unconfined temporary fill authorized for discharge into flowing water(rivers and streams) shall consist only of clean washed stone. • Temporary fill authorized for discharge into wetlands shall be placed on geotextile fabric laid on the pre-construction wetland grade. (Swamp and timber mats are excluded from this requirement.) • Temporary fill shall be removed as soon as it is no longer needed, and it shall be disposed of at an upland site and suitably contained to prevent its subsequent erosion into waters of the U.S. • Waters of the U.S. where temporary fill was discharged shall be restored(see General Condition 18). • If temporary fill is staged and then returned to its original location, e.g., sewer projects through wetlands, the original location shall be restored. 18. Restoration. • Upon completion of construction, all disturbed wetland areas(the disturbance of these areas must be authorized) shall be stabilized with a wetland seed mix containing only plant species native to New England. • The introduction or spread of invasive plant species in disturbed areas shall be controlled. • In areas of authorized temporary disturbance, if trees are cut they shall be cut at ground level and not uprooted in order to prevent disruption to the wetland soil structure and to allow stump sprouts to revegetate the work area, unless otherwise authorized. • Wetland areas where permanent disturbance is not authorized shall be restored to their original condition and elevation,which under no circumstances shall be higher than the pre-construction elevation. Original condition means careful protection and/or removal of existing soil and vegetation, and replacement back to the original location such that the original soil layering and vegetation schemes are approximately the same, unless otherwise authorized. 19. Coastal Bank Stabilization. Projects involving construction or reconstruction/maintenance of bank stabilization structures within Corps jurisdiction should be designed to minimize environmental effects, effects to neighboring properties, scour, etc. to the maximum extent practicable. For example, vertical bulkheads should only be used in situations where reflected wave energy can be tolerated. This generally eliminates bodies of water where the reflected wave energy may interfere with or impact on harbors, marinas,or other developed shore areas. A revetment is sloped and is typically employed to absorb the direct impact of waves more effectively than a vertical seawall. It typically has a less adverse effect on the beach in front of it,abutting properties and wildlife. For more information, see the Corps Coastal Engineering Manual (supersedes the Shore Protection Manual), located at littp://chl.erde.usace.amy.mil. Select"Products/Services"and then"Publications." Part.5, Chapter 7- 8, a(2)c is particularly relevant. 20. Sedimentation and Erosion Control. Adequate sedimentation and erosion control management measures, practices and devices,such as phased construction, vegetated filter strips,geotextile silt fences, hay bales or other devices, shall be installed and properly maintained to reduce erosion and retain sediment on-site during and after construction. They shall be capable of preventing erosion, of collecting sediment, suspended,and floating materials, and of filtering fine sediment. These devices shall be removed upon completion of work and the disturbed areas shall be stabilized. The sediment Massachusetts PGP 13 December 18,2006 collected by these devices shall be removed and placed at an upland location, in a manner that will prevent its later erosion into a waterway or wetland.All exposed soil and other fills shall be permanently '= stabilized at the earliest practicable date. (See General Condition 18.) 21. Waterway Crossings and Work. (a)All temporary and permanent crossings of waterbodies shall be suitably culverted, bridged, or otherwise designed to withstand and to prevent the restriction of high flows, and so as not to obstruct the movement of aquatic life indigenous to the waterbody beyond the actual duration of construction. (b)New permanent crossings of waterbodies shall conform with the General Standards contained in the "Massachusetts River and Stream Crossing Standards,"dated"March 1, 2006,"and provided at www.nae.usace.army.mil. Go to "Regulatory/Permitting,"and then"Stream Crossings." Bridge spans, open bottom arches or embedded culverts are required for Category 1 (non-reporting) projects. Bridge spans are generally preferred. (c) For new permanent crossings, project proponents shall consult with the Corps under the Category 2 or IP review process if conforming with the General Standards is impractical. (d)For the purposes of this PGP, a"new permanent crossing" is one that that did not previously exist. Paragraphs (b)and (c) above do not apply to rebuilding or modifying existing,authorized stream crossings. (e) Projects using slip lining (retrofitting an existing culvert by inserting a smaller diameter pipe), plastic pipes and High Density Polyethylene Pipes(HDPP)are not allowed as non-reporting Category I activities, either as new work or maintenance activities. (f) No projects involving open trench excavation in flowing waters are allowed under this PGP. Open trench excavation projects may qualify for Category 1 provided 1.the work doesn't occur in flowing waters(requires using management techniques such as temporary flume pipes, culverts, cofferdams, etc.) and 2. normal news are maintained within the stream boundary's confines(see Appendix A, Endnote 2). Projects utilizing these management techniques must meet the other Category I requirements (see Appendix A, Page 1)and all of this PCP's terms and general conditions. If not; they will require review under the Category 2 screening procedures. Projects proposing no management techniques to avoid open trench excavation will require an Individual Permit. (g)Temporary bridges,culverts, or cofferdams shall be used for equipment access across streams (note: areas of fill and/or cofferdams must be included in total waterway/wetlands impacts to determine applicability of this PGP). (h)For projects that otherwise meet the terms of Category I, in-stream(e.g., rivers,streams,brooks,etc.) construction work shall be conducted during the low flow period, July 1 to October 1 in any year. Projects that are not to be conducted during that time period are ineligible for Category 1 and shall be screened pursuant to Category 2, regardless of the waterway and wetland fill and/or impact area. (i)Any work that impacts upstream or downstream flooding or wetlands must be reviewed under Category 2. 22. Discharge of Pollutants. All activities involving any discharge of pollutants into waters of the U.S. . authorized wider this PGP shall be consistent with the Massachusetts DEP's Stormwater Management Policy(as described in"Stormwater Management, Volume One: Stormwater Policy Handbook,"March 1997, or subsequent versions), applicable water quality standards,effluent limitations,standards of performance, prohibitions, and pretreatment standards and management practices established pursuant to �j the CWA(33 USC 1251), and other applicable State and local laws. If applicable water quality standards, limitations, etc. are revised or modified during the term of this PGP, the authorized work shall be modified to conform with these standards within six months of the effective date of such revision or modification, or within a longer period of time deemed reasonable by the Corps in consultation with EPA. Applicants may presume that State water quality standards are met with issuance of the WQC. . �� Massachusetts PGP - 14 December 18,2006 23. Spawning Areas. Discharges of dredged or fill material, and/or suspended sediment producing activities, in fish and shellfish spawning or nursery areas during spawning seasons shall be avoided. During all times of year, impacts to these areas shall be avoided or minimized to the maximum extent practicable. 24. Storage of Seasonal Structures. Coastal structures, such as pier sections and floats,that are removed from the waterway for a portion of the year(often referred to as seasonal structures) shall be stored in an upland location, located above mean high water(MHW)and not in tidal wetlands. These seasonal structures may be stored on the fixed,pile-supported portion of the structure that is seaward of MHW. This is intended to prevent structures from being stored on the marsh substrate and the substrate seaward of MHW. 25.Environmental Functions and Values. The permitteeshall make every reasonable effort to carry out the construction or operation of the work authorized herein in a manner so as to maintain as much as practicable, and to minimize any adverse impacts on,existing fish,wildlife, and natural environmental functions and values. Procedural Conditions: 26. Inspections. The permittee shall allow the DE or his authorized representative(s)to make periodic inspections at any time deemed necessary in order to ensure that the work is being or has been performed in accordance with the terms and conditions of this permit. The District Engineer may also require post- construction engineering drawings for completed work or post-dredging survey drawings for any dredging work. To facilitate these inspections,the permittee shall complete and return to the Corps the PGP Work- Start Notification Form provided with each Category 2 authorization letter. 27.Maintenance. (a) The permittee shall maintain the work authorized herein in good condition and in conformance with,the terms and General Conditions of this permit. This does not include maintenance of dredging projects. Maintenance dredging is subject to the review thresholds in Appendix A and/or any special conditions included in a written Corps authorization. Maintenance dredging includes only those areas and depths previously authorized by the Corps and dredged. (b) See www.nae.usace.army.mil for inland mosquito ditching and maintenance information. See"Regulatory/Permitting,"and then "Other." 28.Property Rights. This PGP does not convey any property rights,either in real estate or material, or any exclusive privileges, nor does it authorize any injury to property or invasion of rights or any infringement of Federal, State, or local laws or regulations. 29. Modification, Suspension,and Revocation. This permit may be either modified, suspended, or revoked in whole or in part pursuant to the policies and procedures of 33 CFR 325.7. Any such action shall not be the basis for any claim for damages against the United States. 30. Restoration Directive. The permittee; upon receipt of a notice of revocation of authorization under this permit, shall restore the wetland or waterway to its former conditions, without expense to the United States and as directed by the Secretary of the Army or his authorized representative. If the permittee fails to comply with such a directive,the Secretary or his designee may restore the wetland or waterway to its former condition, by contractor otherwise, and recover the cost from the permittee. Massachusetts PGP - 15 December 18,2006 31. Special Conditions. The Corps may independently, or at the request of the Federal resource agencies, impose other special conditions on a project authorized pursuant to this PGP that are determined necessary to minimize adverse navigational and/or environmental effects or based on any other factor of the public interest. Failure to comply with all conditions of the authorization, including special conditions, constitutes a permit violation and may subject the permittee to criminal,civil or administrative penalties, or restoration. 32. False or Incomplete Information. If the Corps makes a determination regarding the eligibility of a I project under this PGP and subsequently discovers that it has relied on false, incomplete, or inaccurate information provided by the permittee, the PGP authorization shall not be valid and the U.S. Government may institute appropriate legal proceedings. 33. Abandonment. If the permittee decides to abandon the activity authorized under this PGP, unless such abandonment is merely the transfer of property to a third party, he/she must restore the area to the satisfaction of the District Engineer. 34.Enforcement cases. This PGP does not apply to any existing or proposed.activity in Corps jurisdiction associated with an on-going Corps or Environmental Protection Agency enforcement action, until such time as the enforcement action is resolved or the Corps and/or EPA determines that the activity may proceed independently without compromising the enforcement action. Duration of Authorization/G rand fatherine: 35. Duration of Authorization.. Activities authorized ander this PGP that have commenced (i.e., are under construction) or are under contract to commence before this PGP's expiration date have: • for Category i projects, 12 months from this PGP's expiration date to complete the work,; for Category 2 projects, until the project-specific date that the Corps provides to the permittee in the PGP authorization letter to complete the work: Activities authorized and completed under Category 1 or 2 of this PGP will continue to remain authorized after this PGP's expiration date. The permittee.must be able to document that the project was under construction or contract by the appropriate date. Activities authorized under Category 2 of this PGP(or by an Individual Permit) for the transport of dredged or fill material for the purpose of disposal in ocean waters will specify a completion date for the disposal not to exceed three years from the date of authorization. PGP activities will remain authorized as specified above unless: (a) the PGP is either modified or is revoked, or (b) discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization in accordance with 33 CFR 325.2(e)(2). 36.Previously Authorized Activities. (a)Projects that have received written authorization from the Corps and that were completed under the previous PGPs, nationwide permits, regional general permits or letters of permission, shall remain authorized as specified in each authorization letter. (b) Activities authorized pursuant to 33 CFR 330.3 ("Activities occurring before certain dates") are not affected by this PGP. Massachusetts PGP 16 December 18,2006 VI. CONTACTS FOR PROGRAMMATIC GENERAL PERMIT: L FEDERAL U.S.Army Corps of Engineers Wild and Scenic Rivers: Regulatory Division National Park Service 696 Virginia Road 15 State Street . Concord, Massachusetts 01742-2751 Boston, Massachusetts 02109 1 (978) 318-8335, (800) 362-4367 (MA) (617)223-5191 (800) 343-4789 (ME, VT, NH, RI, CT) Federal Endangered Species: Federal Endangered Species and U.S. Fish and Wildlife Service Essential Fish Habitat: 70 Commercial Street, Suite 300 National Marine Fisheries Service Concord,New Hampshire 03301 One Blackburn Drive (603)223-2541 Gloucester, Massachusetts 01930 (978) 281-9300 Bridge Permits Commander(obr) First Coast Guard District One South Street-Battery Bldg New York,NY 10004 (212) 668-7021 2. STATE OF MASSACHUSETTS Department of Environmental Protection (DEP): DEP Division of Wetlands and Waterways One Winter Street Boston, Massachusetts 02108 (617) 292-5695 DEP Regional Offices: DEP-Westem Regions DEP-Southeast Region Wetlands Protection Program Wetlands Protection Program 436 Dwight Street 20 Riverside Drive,Route 105 Springfield, Massachusetts 01103 Lakeville, Massachusetts 02347 (413) 784-1100 (508) 946-2800 * DEP-Central Region DEP-Northeast Region Wetlands Protection Program Wetlands Protection Program 627 Main Street 205B Lowell Street Worcester, Massachusetts 01608 Wilmington,Massachusetts 01887 (508) 792-7650 (978) 694-3200 Massachusetts Office of Coastal Zone Management(CZM) Coastal Zone Management 251 Causeway Street, Suite 900 Boston, Massachusetts 02114 (617) 626-1200 Massachusetts PGP 17 December 18,2006 3. HISTORIC PROPERTIES: J State Historic Preservation Officer Massachusetts Historical Commission Wampanoag Tribal Historic The Massachusetts Archives Bldg. Preservation Officer 220 Morrissey Boulevard 20 Black Brook Road Boston, Massachusetts 02125 Aquinnah, MA 02535 (617) 727-8470 (508) 645-9265 (617) 727-5128 (fax) (508) 645-3233 (fax) Area of concern: All of Massachusetts Area of concern: All of Massachusetts Narragansett Tribal Historic Tribal Historic Preservation Officer Preservation Officer c/o Stockbridge-Munsee Community P.O. Box 700 P.O. Box 70 Wyoming, Rhode Island 02898 Bowler, Wisconsin 54416 (401) 539-1190 (715) 793-3970 (401) 742-5048 (cell) Area of concern: West of Connecticut River (401) 539-4217 (fax) 1 Area of concern: Boston and its surrounding neighborhoods;Lynn; Newton;these cities and towns in Plymouth County(Carver,Duxbury,Hingham, Kingston, Marshfield, Middleborough;Plymouth, Plympton, Scituate);these cities and towns in Norfolk County (Milton,.Quincy, Braintree, Randolph, 1 Canton, Sharon and Foxborough);and the cities and towns west of Worcester(which are those including and west of Ashburnham, Westminster,Princeton,Holden, Paxton, Leicester, Oxford and Webster). . 4. ORGANIZATIONAL WEBSITES: Army Corps of Engineers www.nae.usace.army.mil (click"Regulatory/Permitting") I Army Corps of Engineers Headquarters www.usace.army.mil (click"Obtain a Permit?") Environmental Protection Agency http://www.epa.gov/owow/wetlands/ National Marine Fisheries Service www.nmfs.noaa.gov U.S. Fish and Wildlife Service www.fws.gov National Park Service www.nps.jzov/rivers/index.html MA Executive Office of Env.Affairs www.state.ma.us/envir MA Dept.of Environmental Protection iyww.state.ma.us/dep (access the four regional offices) MA DEP,Division of Wetlands www.state.ma.us/dep/brp/ww/rpwwhome.htm MA DEP, Division of Waterways www.state.ma.us/dep/bm/waterway/waterway.htm MA Division of Marine Fisheries www.state.ma.us/dfwele/dmf/ MA Div. of Fisheries & Wildlife www.state.ma.us/dfwele/dfw/dfw toc.htm MA Endangered Species Program www.state.ma.us/dfwele/dfw/nhesp/heritage.htm MA Coastal Zone Management www.state.ma.us/czm MassGIS www.state.ma.us/m is/mass ig s.htm MA Historical Commission www.state.ma.us/sec/mhc Wampanoag Tribe www.wampanoagtribe.net Narragansett Tribe www.narragansetttribe.com Stockbridge-Munsee'Tribe www.mohican.com I - Massachusetts PGP 18 - - December 18,2006 . VII. ESSENTIAL FISH HABITAT (EFH) Any fill in the following Waters of the U.S. in the specified towns must be reviewed under Category 2 of the MAPGP for potential impacts to EFH for Atlantic salmon. The following streams are stocked with Atlantic salmon (Salmo solar). Please note that the mainstems of the Connecticut and Merrimack Rivers are navigable waters of the U.S. and any fill in them must be reviewed under Category 2. Any questions on locations should be directed to the Corps. Connecticut River Watershed Agawam: Westfield River Ashfield: Bear River, South River to Baptist Corner Road Athol: Millers River Becket: Depot Brook, Shaker Mill Brook, Walker Brook to Spark Brook, West Branch Westfield River, Yokum Brook to Rudd Pond Brook Bernardston: Fall River Blandford: Wigwam Brook Buckland: Deerfield River Charlemont: Chickley River, Cold River, Deerfield to Pelham Brook,North River,Pelham Brook -� Chester: Middle Branch Westfield River, Walker Brook, West Branch Westfield River Chesterfield: Child's Brook West Branch, Dead Branch, Tower Brook, Westfield River Colrain: North River, East Branch North River, West Branch North River, Green River Conway: Bear River, Deerfield River,Poland Brook, South River Cummington: Bartlett Brook, Child's Brook West Branch, Meadow Brook,North Branch Swift River to Stage Road, Swift River, Westfield Brook, Westfield River Deerfield: Deerfield River Easthampton: Manhan River to North Branch Manhan River,North Branch Manhan River Erving: Millers River Florida: Cold River Gill: Fall River Goshen: Swift River Greenfield: Allen Brook,Deerfield River, Fall River, Green River Hatfield: Mill River to West Brook, West Brook Hawley: Chickley River to King Brook, Mill Brook to Gorge Hill Road Huntington: Dead Branch to Westfield River, Little River, Middle Branch Westfield River Pond Brook to Searle Road, Roaring Brook to Mica Mill Road, West Branch Westfield River, Westfield River Leverett: Sawmill River Leyden: Green River Middlefield: Factory Brook,Middle Branch Westfield River to Tuttle Brook, West Branch Westfield River Montague: Millers River, Sawmill River Montgomery: Westfield River, Roaring Brook Northampton: North Branch Manhan River Orange: Millers River Plainfield: Bartlett Brook to Prospect Street, Meadow Brook to Gloyd Street Rome: Pelham Brook to Rice Brook Royalston: Millers River to Birch Hill Dam Russell: Bradley Brook,Potash Brook, Stage Brook, Westfield River Savoy: Cold River to Black Brook,Westfield River to Griffin Hill Road ,. Massachusetts PGP 19 - December 18,2006 Shelburne: Allen Brook, Deerfield River,North River Shutesbury: Sawmill River Southampton: North Branch Manhan River Southwick: Munn Brook Washington: Depot Brook to Frost Road Wendell: Millers River Westfield: Little River to Munn Brook,Moose Meadow Brook to Mass Turnpike,Munn Brook, Westfield River j Westhampton:Dead Branch,North Branch Manhan River to Northwest Road . West Springfield: Westfield River Whately: West Brook to Haydenville Road 1 Windsor: Westfield Brook to East Windsor Road, Westfield River Worthington: Bronson Brook,Child's Brook West Branch, Little River to Goss Hill Road,Middle Branch Westfield River to Tuttle Brook Merrimack River Watershed Pepperell: Nissitissit River to Nashua River,Nashua River from Nissitissit River to ' New Hampshire border VIII. AQUACULTURE GUIDELINES NOTE: The following guidelines are excerpted from the Corps Aquaculture Letter of Permission dated Septernber 1, 1991, with some modern clarifications. Shellfish Aquacultural Facilities are used for bottom and/or suspended culturing and harvesting of 1 bivalve mollusks in the inter-tidal and immediate sub-tidal area of navigable waters. Activities covered include: deployment and maintenance of buoys, rafts,trays, lines, and other equipment associated with the activity; discharge of minor quantities of fill material (i.e. as mineral growth medium) and work, including seed placement,transplanting, temporary wet storage, and harvesting.Activity must be found to have minimal impacts on navigation and the environment and must meet the following specific criteria: 1. The area authorized for this activity shall not exceed 10 acres, except where the permittee is a duly authorized municipality, for which the maximum size shall be 25 acres. 2. The area and any elevated structures within it are marked in conformance with 33 CFR 64, and the permittee has contacted the U.S.Coast Guard;First District, Aids to Navigation Branch ,(617) 223-3293,to coordinate the proper buoy markings for the activity. Buoys shall be deployed and . maintained as appropriate. 3. No structure or device(except for marking buoys and as noted in D below) shall protrude more than 18"above the substrate. 4. Rafts and other floating equipment may be allowed to the extent that they cover no more than 10% of the project area, or 20,000 square feet,whichever is greater. An area shall be considered to be covered with floating equipment if normal navigation through the area is precluded. Projects which are in-place and authorized by the municipality(and State Division of Marine Fisheries if applicable) by September 1991 which have areas containing floating equipment exceeding the Massachusetts PGP 20 December 18,2006 I ' aforementioned limits may be authorized if they meet the remaining criteria. All rafts shall be securely anchored to the bottom, and all "lines"shall be attached to fixed mooring points at both ends. 5. Any fill material imported to the project from off site (this is limited to mineral growth medium used in culture trays) shall be clean and of comparable grain size to the native substrate. 6. No activity shall occur within a distance of 25 feet from beds of eelgrass, widgeongra ss,or saltmarsh, nor shall such vegetation be damaged or removed. 7. An activity shall be deemed not applicable under this PGP if it can be shown that the activity, including any vehicular access, will have more than minimal negative impacts on avian resources such as, but not limited to: shore birds, wading birds,or members of the waterfowl group. This is meant to include migratory bird nesting, feeding or resting activities (see 50 CFR 10.13). 8. An activity shall be deemed not applicable under this PGP if it can be shown that the activity, including any vehicular access,will have more than minimal negative impacts on existing or naturally occurring beds or population of shellfish,marine worms or other invertebrates that could be used by humans,other mammals, birds,reptiles, or predatory fish. 9. No activity nor vehicular access to an activity shall occur in such a way as to negatively impact coastal or freshwater wetlands,or any endangered or threatened species on either the Federal or Massachusetts species list. ' l0. Aquaculture applicants do not reed to notify the Massachusetts Historical Commission as stated in the application procedures on Page 3 of this document since these projects are unlikely to affect historic or archaeological resources. 1 0� t +S ,y ¢; 1a- 13-0U DISTRICT ENGIN R DATE 1 '. Massachusetts PGP - 21 December 18,2006 � r � � � r► r r � � � r war � � � � � t APPENDIX A: DEFINITION OF CATEGORIES Inland Waters and Wetlands:Waters that are regulated under Section 404 of the Clean Water Act,including rivers,streams, lakes,ponds and wetlands; I.INLAND excluding Section 10 Navigable Waters of the U.S. The jurisdictional limits are the ordinary high water(OHW)mark in the absence of adjacent wetlands, WATERS AND beyond the OHW mark to the limit of adjacent wetlands when adjacent Wetlands are present,and the wetland limit when only wetlands are present.For the WETLANDS purposes of this PGP,fill placed.in the area between the mean high water(MHW)and the high tide line(HTL),and in the bordering and contiguous' wetlands to tidal waters are reviewed in the Navigable Waters section. See 11.Navigable Waters on the next page.) Projects not meeting Category.I must apply/report to the Corps as a Category 2 or Individual Permit project. CATEGORY 1 CATEGORY 2 INDIVIDUAL PERMIT (a)NEW FILL/ <5,000 SF inland waterway and/or wetland fill and 5,000 SF to 1 acre inland waterway and/or >l acre inland waterway and/or wetland fill and EXCAVATION associated secondary impacts(e.g.,areas drained,flooded, wetland fill and associated secondary impacts secondary impacts(e.g.,areas drained,flooded, DISCHARGES cleared or excavated). Fill area includes all temporary and (e.g.,areas drained,flooded,cleared or cleared or excavated).Fill area includes all permanent fill,and excavation discharges(except for excavated).-Fill areaincludes all temporary temporary and permanent fill,and excavation incidental fallback). Swamp mats and corduroy roads are and permanent fill,and excavation discharges discharges(except for incidental fallback). considered as fill.[See General Condition(GC) 17.1 (except for incidental fallback). Swamp mats and corduroy roads are considered as fill.(See EIS required by the Corps. Provided: GC 17.) • In-stream(e.g.,rivers,streams,brooks,etc.)work In-stream work exceeding Category 2 limits, limited to July I-October 1. , Projectswithproactive restoration as a primary e.g.,projects proposing no management • New permanent stream crossings shall consist of open purpose with impacts of any area>5,000 SF. techniques to avoid open trench excavation in bottom arches bridge spans or embedded culverts.(See The Corps,in consultation with State and flowing waters .(See GC 21. ) GC 21.) Federal agencies,must determine that net • Subdivision fill complies with GC 5,Single and adverse effects are not more than minimal. Complete Projects. Specific activities with impacts>5,000 SF This category excludes: - required to affect the containment, • Dams,dikes,or activities involving water diversions.2 stabilization,or removal of hazardous or toxic- - • Work in special inland waters and wetlands.3 waste materials performed,.ordered,or • Work in special aquatic sites(SAS)4 other-than sponsored by a government agency or . wetlands. - LicensedSite Professional with established • Open trench excavation in flowing waters.(See GC 2.1.) legal or regulatory authority. Wetlands must • Work in streams in the Connecticut and Merrimack be restored in place. River watersheds stocked with Atlantic salmon(Salmo salar).(See Page 20) • Work on Corps properties and Corps-controlled easements 5. Appendix A 1 ,December 18,2006 CATEGORY 1 CATEGORY 2 INDIVIDUAL PERMIT (b)BANK Inland bank stabilization<100 FT long and<l CY of fill Inland bank stabilization 2:100 FT long and/or STABILIZATION per linear foot below OHW. - ?l CY of fill per linear foot,or any amount PROJECTS with fill in wetlands. Provided: - - • In-stream work limited to Jul 1-Oct 1. • No work in special inland waters&wetlands • No work in special aquatic sites'. • No open trench excavation in flowing waters. (See GC 21,Page 14.) • No structures angled steeper than 314:1V allowed. Only - rough-faced stone or fiber roll revetments allowed. - • No work on Corps properties and Corps-controlled - easements5. • No work in streams in the Connecticut and Merrimack _ River watersheds that are stocked with Atlantic salmon - Salmosolar . (c)REPAIR AND Repair/maintenance of currently-serviceable,authorized Repair/maintenance of currently serviceable Repair/maintenance of currently serviceable MAINTENANCE fills with no expansion or change in use. - authorized fills,or replacement of non- authorized fills,or replacement of non- OF AUTHORIZED . Conditions of the original authorization apply. - serviceable:authorized fills,<1 acre,including serviceable authorized fills,>I acre,including FILLS. . Minor deviations in fill design allowed." expansion or a change in use. expansion or a change in use. Appendix A _ 2 December 18,2006 r r ! M r r M man M r M M MIM y -- Navigable Waters of the U.S.:Waters that are subject to the ebb and flow of the tide and Federally designated navigable rivers(the Merrimack River, U.NAVIGABLE Connecticut River,and Charles River to the Watertown Dam in Massachusetts)(Section 10 Rivers and Harbors Act of 1899). The jurisdictional limits are the WATERS mean high water(MHW)line in tidal waters and the ordinary high water(OHW)mark in non-tidal portions of the Federally designated navigable rivers. For the purposes of this PGP,fill placed in the area between MHW and the high tide line(HTL),and in the bordering and contiguous wetlands' to tidal waters are also reviewed in this Navigable Waters section. Projects not meeting Category I must apply/report to the Corps as a Category 2 or Individual Permit project. CATEGORY I CATEGORY.2 INDIVIDUAL PERMIT (a)FILL No provisions for new or previously unauthorized <I acre waterway fill and secondary waterway >I acre waterway and wetland fill and secondary fills in Category I,other than: impacts(e.g.,areas drained,flooded or cleared).Fill waterway or wetland impacts(e.g.,areas drained, area includes all temporary and permanent waterway flooded or cleared).Fill area includes all • Fills authorized under the MA Chapter 91 - fills. temporary and permanent waterway fills. Amnesty program.(e.g.,seawalls or bulkheads). • Discharges of dredged or fill material incidental Temporary fill and/or excavation<1 acre in SAS°. Temporary fill and/or excavation>1 acre in to the construction of bridges across navigable SA S4. waters of the U.S.,including cofferdams, No permanent fill or excavation in SAS°. abutments,foundation seals,piers,and - - - Permanent fill or excavation in SAS°. temporary construction and access fills provided Fills with proactive restoration as a primary purpose the U.S.Coast Guard authorizes such discharges (SAS,saltmarsh,eelgrass,anadromous fish run,etc.) EIS required by the Corps. - as part of the bridge permit.Causeways and with any amount of impact. The Corps,in - approach fills are not included in this category consultation with Federal&State agencies,must and require Category 2 or Individual Permit - determine that net adverse effects are not more than authorization. minimal. Specific activities with impacts of any area required to affect the containment,stabilization,or removal of lui7s dous or toxic waste materials that are performed,ordered,or sponsored by a.government agency or Licensed Site Professional with established legal or regulatory authority. Wetlands must be restored in place. - (b)REPAIR AND Repair/maintenance of: Repair/maintenance of currently serviceable Repair/maintenance of currently serviceable MAINTENANCE • Existing,currently serviceable,authorized fills - authorized fills,or replacement of non-serviceable authorized fills,or replacement of non- WORK and structures authorized fills,<1 acre,including expansion or a serviceable authorized fills,2:1 acre,including • Amnesty-approved fills and structures: change in use. expansion or a change in use." Provided:. Repair/maintenance of currently serviceable Repair/maintenance of currently serviceable •.No expansion or change in use. - authorized structures w/expansion where the authorized structures w/expansion where the • Must be rebuilt in same footprint,however minor structure.(existing+expansion)qualifies for Cat 2 structure(existing+expansion)qualifies for an deviations in structure design allowed" - [see(e)below]. Individual Permit[see(e)below]. Replacement of non-serviceable,authorized Replacement of non-serviceable,authorized structures where the structure(existing+expansion, structures where the structure(existing+ if any)qualifies for Cat 2[see(e)below], expansion, if any)qualifies for Individual Permit see a belowl. Appendix A 3 December 18,2006 CATEGORY 1 CATEGORY 2 INDIVIDUAL PERMIT (c)DREDGING/ Maintenance dredging for navigational purposes Maintenance dredging 1,000 CY,new dredging Dredging affecting a SAS'. EXCAVATION <1,000 CY with upland disposal. !_25,000 CY,or projects not meeting Category 1. AND - Includes return water from upland contained - New dredging>25,000 CY. ASSOCIATED disposal area. Provided: . DISPOSAL • No impacts to SAS'. Dredging and/or disposal not meeting Categories Provided: • Disposal includes: 1.upland;2.beach nourishment I or 2. _ • Proper siltation controls are used. - of any area provided dredging's primary purpose is - • Dredging&disposal operation limited to navigation or sand is from an upland source and . November 1-January 15. Corps,in consultation w/Federal and State • No impacts to special aquatic sites(SAS)'. agencies,determines the net adverse effects are not . • No dredging in intertidal areas. - more than minimal;and 3.open water&confined • No dredging in Areas of Critical Environmental aquatic disposal,if Corps,in consultation with - - Concern(ACEC's). The MA Secretary of Federal and State agencies,finds the material Environmental Affairs designates ACECs and suitable. lists them at • Includes return water from upland contained http://www.mass.gov/dem/programs/aces/. disposal areas. Projects with proactive restoration as a primary purpose with impacts of any area.The Corps,in consultation with State and Federal agencies,must determine that net adverse effects are not more than minimal. Specific activities with impacts of any area or cubic yardage required to affect the containment, stabilization,or removal of hazardous or toxic waste - materials that are performed,ordered,or sponsored by a government agency or Licensed Site Professional with established legal or regulatory authority may be reviewed as a Cai.2 project. . Wetlands must be restored in place. (d)MOORINGS Private,non-commercial,non-rental,single-boat - Moorings that don't meet the terms of Category 1 Moorings and/or their moored vessels within the moorings authorized by the local harbormaster. and don't require an Individual Permit. horizontal limits of a Federal Channel'.(See Appendix B.) Provided: Moorings associated with a boating facility6. • Not associated with any boating facility61 Any work in the area of the Cape Cod Canal" including those in a Federal Anchorage'. Moorings located such that they,and/or vessels located west of the vertical lift railroad bridge as • Not located within the buffer zone of the docked or moored at them,are within the buffer zone noted in Appendix C and Endnote 10. horizontal limits of a Federal Channel'. of the horizontal limits of a Federal Channel'. (See • No interference with navigation. Appendix B.) • Not located in vegetated shallows'. Appendix A 4 'December 18,2006 CATEGORY I CATEGORY 2 INDIVIDUAL PERMIT (e)PILE- -' Private,bottom-anchored floats<400 SF. Private structures and floats that don't meet the terms Pile-supported structures or floats associated with SUPPORTED in Cat. I,and don't require an Individual Permit. a new or previously unauthorized boating STRUCTURES Private,pile-supported structures for navigational facility6. AND FLOATS access to the waterway 5400 SF with attached Pile-supported structures or floats located such that floats totaling<200 SF. they,and/or vessels docked or moored at them,are Pile-supported structures or floats located such within the buffer zone of the horizontal limits of a that they and/or vessels docked or moored at Provided(for all of the above). Corps FNP'. - them,are within the horizontal limits of a Corps •.Floats supported at least 2.5'above the substrate FNPr. during all tides. Expansions to existing boating facilities'. • Pile-supported structures&floats are not Any work in the area of the Cape Cod Canal10 positioned over vegetated shallows'and moored located west of the vertical lift railroad bridge as vessels are not positioned over SAS°. noted in Appendix C and specified at • No structure located within.25'of any vegetated - Endnote 10. shallows'. • Pile-supported structures are<4'wide and have at least a 1:1 height:width ratio9. _ • Ch.91 license issued.. - - • Not associated with a boating facility'. - • Not located within the buffer zone of the horizontal limits of an FNP°. • No structure extends across>25%of the waterway width at MLW. Piers/structures licensed by Ch.91 through the Amnesty program. (f) Temporary buoys,markers,floats,and similar Structures or work in or affecting tidal or navigable EIS required by the Corps. MISCELLANEOUS structures for recreational use during specific waters that are not defined under any of the previous events,provided they are removed with 30 days headings listed above.Includes,but is not limited to, Shellfish aquaculture facilities not in compliance after use is discontinued. - utility lines,aerial transmission lines;pipelines, with guidelines, including those facilities within outfalls,boat ramps,bridges,tunnels and horizontal 25 feet of eelgrass beds. (See Page 21.) The placement of aids.to navigation and regulatory directional drilling activities seaward of the MEW - markers which are approved by and installed in line. accordance with the requirements of the U.S. Coast Guard. (See 33 CFR 66,Chapter I,C)." Shellfish aquaculture facilities in compliance with the Aquaculture Guidelines. (See Page 21.) Temporary oil spill clean-up structures&fill. Fish and wildlife harvesting structures and fill(as defined by 33 CFR 330,APP.A-4)provided the activity is not in wetlands. continued on next page) Appendix A 5 _ December 18,2006 CATEGORY I CATEGORY 2 INDIVIDUAL PERMIT (t) (continued from previous page) MISCELLANEOUS Scientific measurement devices and survey activities such as exploratory drilling, surveying,and sampling activities.Does not include oil and gas exploration and fill for roads or construction pads. - Endnotes/Definitions ' Bordering and Contiguous Wetlands: A bordering wetland is immediately next to its adjacent waterbody and may lie at, or below,the ordinary highwater mark (MHW in navigable waters)of that waterbody and is directly influenced by its hydrologic regime. Contiguous wetlands extend landward from their adjacent waterbody to a point where a natural or manmade discontinuity exists. Contiguous wetlands include bordering wetlands as well as wetlands that are situated immediately above the ordinary highwater mark and above the normal hydrologic influence of their adjacent waterbody. Note,with respect to the Federally designated navigable rivers,the wetlands bordering and contiguous to the tidally influenced portions of those rivers are reviewed under"Il.Navigable Waters". ' Water Diversions: Water diversions are activities such as bypass pumping or water withdrawals. Temporary flume pipes,culverts or cofferdams where nomial flows are maintained within the stream boundary's confines aren't water diversions. "Normal flows"are defined as no change in flow from pre-project conditions. Special Inland Waters and Wetlands: Vernal pools—confined.basin depressions with water for two or more continuous months in the spring and/or summer, for which evidence of one of more of the following obligate vernal pools species:wood frogs(Rana sylvatica), mole salamanders (Ambystoma spp),and fairy shrimp(Eubranchipus spp)has been documented OR for which evidence of two or more of the following facultative organisms:caddisfly(Trichoptera) larvae casings, fingernail clams(Sphaeriidae), or amphibious snails(Basammatophora)and evidence that the pool does not contain an established reproducing fish population has been documented. (See MA NHESP Guidelines for Certification of Vernal Pools"for further clarification.) Special Aquatic Sites: Includes wetlands and saltmarsh,mudflats,riffles and pools and vegetated shallows. 5 Corps Properties& Easements: Contact the Corps, Real Estate Division(978)318-8580 to initiate reviews about both Corps holdings and permit requirements. 6 Boating Facilities: Facilities that provide,rent, or sell mooring space, such as marinas,yacht clubs, boat clubs,boat yards,town facilities,dockominiums, etc. ' Federal Navigation Projects(FNPs): FNPs are comprised of Federal Channels and Federal Anchorages. See Appendix B for their location and contact the Corps for more information. Horizontal Limits:The outer edge of an FNP. Buffer zone: Equal to three times the authorized depth of that channel. 8 Vegetated Shallows: Subtidal areas that support rooted aquatic vegetation such as eelgrass and widgeon grass(Rupiamaritima).(Doesn't include salt marsh.) ' Height:W idth Ratio: The height of structures shall at all points be equal to or exceed the width of the deck.For the purpose of this definition, height shall be measured from the marsh substrate to the bottom of the longitudinal support beam. . 10 Cape Cod Canal: The Individual Permit areabegins approximately 1,000 feet west of the Cape Cod Canal vertical lift railroad bridge and continues westerly approximately 3,000 feet along the center line of the channel to the end of the area(NOAA Reference Chart 13236). " Minor deviations in the structure's configuration or filled area, including those due to changes in materials, construction techniques,or current construction codes or safety standards,which are necessary to make repair, rehabilitation, or replacement are permitted, provided the adverse environmental effects resulting from such repair, rehabilitation,or replacement are minimal. Currently serviceable means useable as is or with some maintenance,but not so degraded as to essentially require reconstruction. Appendix A - - 6 - December 18.,2006 Merrimack River(to Haverhill) /. Newburyport Harbor (S) Ipswich River J �' Essex River Pigeon Cove Harbor Harbor of Refuge Sandy Bay oHarbor Gloucester ster Harbor and ' .Annisquam River Island End River —Manchester Harbor �� Beverly Harbor Malden Rover Salem Harbor ' - Mystic River � ,� Lynn Harbor AtlarihC Saugus River Ocean '- Chesea River Winthrop Harbor - (\BOSTON' $ jBoston Harbor Dorchester Bay and Neponset River Wier River Cohasset Harbor Weymouth Fore Hingham Harbor Provincetown & Weymouth, Town avers Weymouth Scituate Harbor Harbor Back River ',' Wellfleet -` He MF.SSACHUSETI- fff�� - Green Harbor DuxburyHarbor � Kingston Harbor ��fff ,- � t ! q Plymouth Harbor . tall River Harbor, = � 8uttermtik Bay ��: . L-1 :,. Onset Bay Cape Cod Canal Aunt Lydias( 1 I Taunton River . Cove 1 ,, N .Wareham Harbor Cape Cad Bal (Chatham \". New:Bedford'..` =.` gry Sesuit Harborer%, 1 -, + �� I Fairhaven Harbor - cco..��\ � ` .� "�`` Stage Harbor. oV��JJ///777 �° Weepecket � / �-�. �f ( :' Shoal /LJ Andrews River a0� =r_ Hyannis Harbor - �J yti0 Falmouth Harbor Little Harbor = Pollock Rip 1 � r ,1� ` } 1 Woods Hole Chanel- Shoals J - L"f C) r Oak Bluffs Harbor Cross Rip WestportHarborer c Shoals Marthas Lagoon Pond �fJ;� _ Cuttyhunk Harbor. / Vineyard- ' Nantucket Harbor �'- Canapitsit Channel E gof Refuge\ artown Harbor _ Bro`k lstq�d Vineyard Haven Harbor Menemsha Creek < 11 Nantucket S6r"+d - ' Federal Navigation Projects Commonwealth of Massachusetts Department of the Army U.S.Army Corps of Engineers,New England District Concord,Massachusetts Appendix B Al Cape Cod Canal Vertical lift Railroad Qrid'uy r � - r' :t Ott: 1z ,•,-.-''- Station 390+00 Station 420+40 -` i CapeCodCanal:ThelndividualPermitareabegins approximately notion r tir { 1,000 feet W est of the C ape C od C anal V ertical L ift R ai I road B ridge 3 12� and continues westerly approximately 3,000 feet along the center line ' �, of the channel to the end of the area(NOA A R eference C hart 13236). n Ca eCodCanalIndividuaIPermitArea `Massa�husi,[ts r� -, f „F4477�.., { d ny cp�Cba •) ', t � LEGEND Channel Limits US Army Corps of Engineers o Center Line New England District Area(approximate)requiring Individual Permits for pile fi _ supported structures and Map printed on January 30,2003 floats from Stations 390+40 _ �.c ,wax r ...YM r *r.a.•scale fn'?RdilPs to 420+00. ' - Appendix C BORINGS 1 1 m -;1 mmo � -< A 0 � o APPROX. LOCATION OF COFFERDAM " r ' � 0 zo . 2 APPROX. LOCATION OF SILT CURTAIN Ln z SAL T14 RSH PRECAST CONC. A N 0 -n y C > S f�K E EMAINS OF RAMP PROP WASH A m a SQA O+9$,9 - S3'-4" 46'-8" 15'-6"f D o 0 -0 SpURVCy �BITUM. .CONCRETE C.I.P.. PRECAST fz° > m LEAS E J-W = CONCRETE CONCRETE _ > � EXIST. PILES 0 D > z TIMBER PIER ® � 5 �v Z 0 -u o A OR TONE m 1m m SURVEY BAS I , m = STA. 0+50 = ' TMEN MLW i Q, m N � ' CONSTRUCTION O n BASELINE m STA. 0+00 ST B!L CON C ETE IROAT R M 00 0 _ _ 5—W E Ln O� HIST R CON RETE EL.111.0 9 MHW WA WAY PL S O r f ARMOR T. V MEN 4,rp� . _5. 6 NK Cp/ m 2�� lel m SZ A 0 # -OO�O 6'x6' R RAMP SURVFY &4sFL-PVE FLOAT PILE, TYP. O1 J 6'x20' FLOATS 5 ARMOR STONE = 213 CY EXCAVATION BEDDING STONE = 143 CY BELOW MLW = 91 CY c MLW TO HTL =' 223 CY ZONE A2 TOTAL = 314 CY B(ORING STAB` OFFS 7- (EL. (EL. 10 NGVD) E)rjST WIDENED CONCRETE RAMP VOLUME Ln G aq UED W4 TERWq y BENEATH FLOATS = 75 CY r ScRiA/Ct. PLAN - -0 20 40 0 SCALE I1"=40' r 4LoW4 C� f/5T!?L�TIjAl5,14SE'L� E (603) 437-1610 New Hampshire Boring, Inc. Fax: (603) 437-0034 P.O. Box 165 Derry, NH 03038 E-Mail: nhb nhborin Boring# B-2 Project: Kernwood Boat Ramp Project# 98541 Project Address: 24 Kernwood Street City: Salem State: NH Zip: ' Date Start: 09-21-09 Date End: 09-21-09 Location: See Plan Casing: HSA Sampler: Casing: 4-1/4" ID Sampler: Type: S/S Size: 1-3/8 in. I.D. Hammer: 140 lbs. Fall: 30 in. GROU ND-WATER 0BSE, RVATI0 N Date: Depth: Casing: Stabilization Period 09-21-09 Ground surface DP S./# DEPTH PEN REC BLOWS/6" S/C SAMPLE DESCRIPTION S-1 0'—2' 24" 8" 3-8-31-29 Wet,dark brown,dense, FINE TO COARSE SAND, some inorganic silt, trace-fineto medium gravel, 4' trace organic silt. Top of BOULDERS at 4'. ' 5'0" C-1 51-91 48" 12" 3-4-4-7 Roller bit to 5'began coring. Core barrel jammed after 4'core run with only 12" recovery, (weathered boulders.) Roller bit to 10'6" 10'0" C-2 10'6"—12'4" 22" 14" 25-74-51 Wet,very dense, brown, FINE TO COARSE SAND, = 100/4" some fine to coarse gravel,some inorganic silt. 15'0" C-3 _ 15'—16'3" - 15" - 10" 45-68 Wet,very dense, brown, FINE TO COARSE SAND 100/3" 16'3" and fine to coarse gravel,some inorganic silt. Top of BEDROCK at 16'3" Roller bit to 18'6',began coring at 16'6". ' 20'0" C-4 16'6"—21'6" 60" 48" 4.5-6-6 5-5 21'6" Bottom of Exploration=21'6" 25'0" ' 30,0„ ' Drillers. Kenneth Smith Helper: Michael Gallo Inspector: RB. Remarks: ' S/#: Sample PEN: Penetration REC: Recovery S/C: Strata Change ' (603) 437-1610 New Hampshire Boring; Inc. Fax: (603) 437-0034 P O. Box 165 Derry, NH03038 E-Mail: nhb . ihborin Boring #B-1 Project: Kernwood Boat Ramp Project# 98541 Project Address: 24 Kernwood Street City: Salem State: NH Zip: ' Date Start: 09-21-09 Date End: 09-21-09 Location: See Plan Casing: HSA Sampler: Casing: 4-1/4" ID Sampler: Type: SIS Size: 1-3/8 in. I.D. ' Hammer: 140 lbs. Fall: 30 in. G R O U NDWATER O B S E R V A T I ON Dater Depth: Casing: Stabilization Period ' 09-21-09 Ground surface DP S./# DEPTH PEN REC BLOWS/6" SIC SAMPLE DESCRIPTION S-1 ,q. 0'—2' 24 24" 4-6-6-11 Wet, medium stiff, brown-yellow, CLAY,with some fine sand lenses, some inorganic silt, (Mud line). 5'0" S-2 "5'—7' 24" 19" 6-8-8-10 Wet, medium stiff,gray-brown,CLAY, some inorganic silt. 10'0" S-3 10'—12' 24" 20" 5-44-7 Wet,soft,gray,CLAY. 1 ' 15'0" S4 15'—17' 24" 19" 4-4-4-4 Wet;soft,gray,CLAY. ' 20'0" S-5 20'—22' 24 22" 3-54-4 Wet,soft,gray,CLAY. 22' ,3� Bottom of Exploration =22' 25'0" ' 30'0" Drillers. Kenneth Smith Helper: Mark D'Ambrosio Inspector: RB Remarks: ' S/#: Sample PEN:. Penetration REC: Recovery SIC: Strata Change NORTHERN CONSTRUCTION SERVICE, LLC. LSTF G3 (DIP U(rRIUEUTTTMI 775 Pleasant St. Unit 11 1516 Park St. Weymouth, MA 02189 Palmer, MA 01069 DATE /12110NCSJOsa 31002 PHONE (781)340-9440 PHONE(413)289-1230 ATTENTION Douglas Cameron FAX (781) 340.5708 FAX (413)284-0170 RE: Danvers River Boat Ramp Reconstruction TO Department of Fish and Game Salem, MA Office of Fishing &Boating Access Contract#PA-218 1440 Soldiers Field Rd. Brighton, MA 02135 WE ARE SENDING YOU Attached ❑Under Separate Cover Via the Fallowing Items: ❑Shop Drawings ❑Prints ❑Plans ❑Samples ❑Specification ❑Copy of Letter ❑Change Order ❑ COPIES DATE NO. DESCRIPTION 6 Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan per Order of Conditions* THESE ARE TRANSMITTED as checked below: 0 For approval ❑Approved as Submitted ❑Resubmit copies for approval ❑For Your Use ❑Approved as noted ❑Submit copies for distribution ❑As Requested ❑Returned for corrections ❑Return corrected prints ❑For review and comment ❑ ❑FOR BIDS DUE ❑PRINTS RETURNED AFTER LOAN TO US REMARKS 'Please schedule a pre-construction meeting for Tuesday 3/16/10 if possible. The Order of Condtions states 48 hr. notice. On Monday,we could put the silt fence project sign, DEP. On Tuesday, we can review the attached plan with Con Comm and go over the schedule in further detail if they would like. We attached a schedule within this plan as required by the Order of Conditions. Thank You, COPY TO SIGNED: . ._ Shawn Clark-Project Manager Construction Period Pollution Prevention and Erosion/se ali en to tion Control Plan Boat Ramp Reconstruction — Danvers River — Salem, MA Owner: Department of Fish and Game- Office& Boating Access Engineer: Fay, Spofford, & Thorndike LLC. PREPARED BY: Northern Construction Service, LLC. 1516 Park St. PO Box 900 775 Pleasant Street, Unit 11 Palmer, MA 01069 Weymouth, MA 02189 March 2010 r Narrative: The work consists of reconstructing the existing boat ramp, installation of boarding floats, and other miscellaneous work including stone protection a shown on the plans. Northern Construction Service, LLC. intends to follow the Erosion and Sedimentation Control Plan & Construction Sequence outlined in the contract documents and the approved Order of Conditions. The above mentioned plans include sheets 1 through 3 and contract specifications prepared by Fay, Spofford, and Thomdike, LLC. (see attached plans). In general, sedimentation and siltation control measures shall include, but not be limited to, use of floating silt booms, cofferdams, rock check dams, silt fences, hay bale barriers, hay mulch, temporary seeding, temporary erosion control fabric, and other items necessary to contain sediment and other deleterious material produced from excavation and filling, dewatering, and related contract operations. Cons coon Period Operation & Maintenance Plan: A. General: Maintenance of existing and proposed best management practices (BMP's) to address storm water management facilities during construction is an on-going process. The contractor's appointed representative/inspector (Jack Graves 413-544-4470 — Site Superintendent), will be responsible for performing regular inspections of erosion controls and ordering repairs as necessary. The inspections will observe all sources of storm water or non-storm water discharge, as well as the status of the receiving waters. The inspector should also be concerned with the condition of all implemented BMP's and how well they are controlling or filtering run-off. The inspection will also recommend whether corrective actions to established BMP's are required or whether additional BMP's are necessary to prevent storm water contamination based on field conditions. Status of slopes, stockpiles, or other disturbed surfaces during construction should also be noted, including whether an area is experiencing erosion or reaching stabilization. The inspector is responsible not only for the inspection of the condition of the construction site, but all material storage yards as well. Storage areas should be checked for leakage, unsafe storage, and for the presence of adequate spill kit materials. Inspectors must be aware of practices on site, which may lead to additional pollutants in discharges, such as locating dumpsters or stockpiles, or refueling equipment near direct flow of storm water. Maintenance of existing and proposed best management practices (BMPs) to address storm water management facilities during construction is an on-going process. Build-up of sediment must be cleared away and old materials replaced to ensure the controls are working to capacity. Silt must not be allowed to accumulate more than halfway up the height of the hay bales or silt fencing. If a portion of the site/project area is permanently stabilized, inspections can cease in that area as long as the condition has been documented by amending the SWPPP. B. Inspection Frequency Inspections will be performed by qualified personnel once every seven (7) days and within twenty-four hours after a storm event of greater than one-half inch, in accordance with the typical Construction General Permits (CGP's) and the Order of Conditions. The inspection will be performed by the representative named in this plan. The inspections must be documented on the inspection form attached (Attachment A) and completed forms will be provided to the Owner within twenty four (24) hours of inspection. Furthermore, completed forms will be maintained at the site during construction operations and for the duration of the contract. C. Inspection Reporting Each inspection report will summarize the scope of the inspection, name(s) and qualifications of personnel making the inspection, and major observations relating to the implementation of this plan including compliance and non-compliance items. D. Amendment Requirements Amendments will be added in Attachment B. This plan is intended to be a working document that is utilized regularly on the construction site, and provides guidance to the contractor. It must reflect changes made to the originally proposed plan and will be updated to include project specific activities and ensure that they are in compliance with the federal, state, local laws and regulations. It should be amended whenever there is a change in design, construction, operation or maintenance that affects the discharge of pollutants and as follows: Dates of certain construction activities such as major grading activities, clearing, and initiation of and completion of stabilization measures should be recorded. Future amendments to this plan will be recorded as required. As this Plan is amended, all amendments will be provided in the Attachments and kept on site. Once a portion of the site has reached final stabilization (i.e. completed as designed, or with 70% of background vegetative cover), it will be documented and marked on the plans. Inspections no longer need to include the now stable location. Names of Persons or Entfty Responsible for Pian Compliance: Northern Construction Service, LLC. as designated by the owner, Department of Fish and Game, is responsible for plan compliance. The following personnel shall be designated as responsible for implementation and management of this plan: (1) Jack Graves— Site Superintendent—Phone 413-544-4470—Email ncs vrir avcs(daol.com (2) Shawn Clark—Project Manager—Phone 413-531-4434—Email sclark(d'northernconshlrction com Const nct[on Period Poiiution Prevention Measures: Please find listed below a comprehensive list of steps for properly executing our Pollution Control Plan. Referenced in the plan are controls that would typically be included in an erosion control plan; however, erosion control incidentally facilitates spill control in some instances. We believe that spill control and erosion control unwittingly go hand in hand as they are both protecting the environment. Included in the plan are methods for "Spill Control", "Recycling and Waste Minimization", "Contaminant Prevention", and "Environmental Monitoring": 1. Mark out limits of work. 2. Protect side and back slopes as soon as practicable. 3. Control runoff from the site. 4. Construct or install temporary or permanent erosion control features as necessary to minimize erosion and travel of detrimental chemicals out of the work area. 5. Clean all construction equipment prior to entering the site. 6. Equipment should be in reasonably good working order without leaks. 7. Equipment will constantly be monitored for leaks, especially at the start of work and end of work each day. Appropriate action for clean up and disposal of soil and repair of equipment shall be taken(see Spill Control listed below). 8. Storage will be as illustrated in our"Construction Staging Plan". 9. Equipment will be fueled and stored in only areas deemed as properly protected from negative impacts. Appropriate practices will be utilized to avoid dripping of fuel onto equipment or on ground below equipment. Machine will be wiped accordingly. Overnight leaks shall be intercepted via appropriate placement of absorbents under possibly sensitive areas. 10. Fuel storage containers will be placed in containment units. The units are constructed out of welded steel with watertight joints. They are capable of holding a minimum 125% of the fuel tank capacity of the equipment. Units will be inspected daily. 11. Request list from suppliers prior to bringing commercial borrow on site w/ location of pits, names of owners, operators, types, and quantities. 12. Debris left from clearing shall be separated & disposed of as soon as practicable. Segregate hazardous waste, regulated waste, and contaminated waste from other materials and remove from site as soon as practicable. 13. Lubricants & waste oils shall be stored in marked containers and disposed of by licensed professionals listed in the Spill Control section of this plan. They will be stored in containment units as described in point number 10 above. Oil/Hazardous Materials entering the site shall be recorded on enclosed form at the back of this plan titled"Oil/Hazardous Materials Log". 14. Perform discharge monitoring, inspection, visual storm water sampling, reporting, and record keeping to determine if construction equipment or operations is facilitating the migration of foreign matter into the environment. • Spill Control The following is a Spill Control Plan with procedures, instructions, and reports to be used in the event of an unforeseen spill of a substance: a.) Name of individual responsible for implementing and supervising containment and cleanup: Onsite Superintendent(Jack Graves @ 413-544-4470) b.) Training requirements for personnel and methods of accomplishing the training: I. Training Requirements A. Identification of hazardous materials/chemical inventory list B. Knowledge of product warning labels C. Knowledge& Availability of Material Safety Data Sheets (MSDS) D. Knowledge &Implementation of Spill Kit use. E. Included is a Spill Recording Log in case of Spills. II. Methods The project superintendent/manager will prepare a list of all chemicals used on the job. The list will be posted where it is conspicuous to all employees. A proverbial rule of thumb when compiling a list is as follows: "if you wouldn't drink it-list it!" The project superintendent/manager will collect MSDS information for each chemical on the inventory list. This information will be kept in a binder and available for employee and subcontractor inspection upon request. The project superintendent/manager will review MSDS information with the Foreman prior to using any hazardous substances on the job. Once the Foreman's understanding is complete, pertinent information will be passed on to employees through a preliminary job safety meeting as well as "tool-box" meetings. At each safety meeting, employees will be reminded that MSDS information is available upon request. The MSDS is a reference sheet that includes the following information about a chemical: • Chemical name &Manufacturer's Name • Hazardous Ingredients • Physical& Chemical Characteristics • Fire& Explosion Data • Reactivity Data • Health Hazards 9 Special Precautions &Spill Procedures • Special Protection Information& Control Measures c.) List of materials and equipment to be available at the job site, to cleanup potential hazard(s) identified: I. Equipment-100,000 lb. excavator, 55,000 lb. excavator, tractor backhoe, loader, bulldozer, cranes, triaxles, off-road truck, generators, compressor, pumps, miscellaneous hand tools (shovels, rakes, pails, etc.) II. Materials-universal sorbents, spill socks, pads, floating booms, and pillows (Spill Kits). The spill response materials will be located in 95-gallon spill kits located at various positions on the site as dictated by daily operations and the competent supervisor(Jack Graves). d.) Names and locations of suppliers of containment materials and locations of additional fuel oil recovery, cleanup, restoration, and material-placement equipment available in case of unforeseen emergency: 1. Clean Harbors Environmental Services 1501 Washington St. Braintree, MA 02185 2. Maxymilliam Technologies 84 State St. Boston, MA 02109 e.) Methods and procedures to be used for expeditious contaminant cleanup: Refer to MSDS sheet- "special precautions and spill procedures"and proceed accordingly. f) Name of individual who will report any spills or releases and will follow up with complete documentation. Spills will be recorded on enclosed form at the back of this plan titled "Spill Recording/Log". Onsite Superintendent (Jack Graves @ 413-544-4470) List of reporting channels and telephone numbers: 1. Department of Fish& Game—617-727-1843 2. Salem Conservation Commission—978-619-5685 3. Clean Harbors Environmental Services-508-778-2341 4. National Response Center-1-800-424-8802 5. Emergency-911 For local Public Safety Department (if needed- competent person to determine) • Recycling and Waste Minimization The following is a Recycling and Waste Minimization Plan to assure efficient and proper disposal of waste material: Provisions taken to meet recycling and waste minimization requirements will include the segregation and disposal of material excavated, demolished, or created as a result of construction operations. Metal, concrete, and rubbish shall be segregated by practicable means (i.e. trucks or dumpsters located outside of resource areas) and transported from the site for proper disposal. Asphalt shall be segregated by practicable means and transported to an asphalt plant for recycling. Concrete shall be transported to a plant for proper disposal or recycling. Wood waste will be disposed of off site for proper disposal or recycling. Hazardous material (if encountered) shall be encapsulated in accordance with proper regulations and disposed of by a professional licensed in disposal and handling of hazardous material. Clean Harbors or Maxymillian Technologies typically handle this type of work. We also have the option of using a professional licensed for this work such as Pro-Teck, LLC. located in New Haven, CT, who can expedite disposal if needed. Qualifications of companies performing disposal or accepting waste shall be submitted prior to the disposal of material in question if requested. All companies involved shall be adequately qualified to perform such activities. • Contaminant Prevention The following is a Contaminant Prevention Plan to preventundesirable or non-natural chemicals from entering the environment: The following is a comprehensive cumulative list of potentially hazardous substances and detrimental substances to be used on the job site: Petroleum Products such as diesel fuel, gasoline, motor oil, and hydraulic fluid; Paints; & Concrete Truck washouts. Brand names and properties of these substances are comprehensive and may change throughout the course of the project. The list of substances above includes all chemicals that we feel may pose a potential hazard; however, unlisted substances introduced to the job site shall be listed immediately and proper action will be implemented at that time as outlined below. The intended actions to prevent accidental or intentional introduction of such materials into the air, water, or ground will be to train personnel adequately via meetings prior to the commencement of construction as well as weekly during construction. The methods involved in training shall encompass safe handling and storage of all potentially hazardous substances via Material Safety Data Sheets (MSDS). The MSDS details proper handling and storage of the specific chemical. The following method for training is identical to the enclosed Spill Control section; emphasis will be placed on proper handling and storage for the specific substance as stated by the MSDS: The project superintendent/manager will prepare a list of all chemicals used on the job. The list will be posted where it is conspicuous to all employees. The project superintendent/manager will collect MSDS information for each chemical on the inventory list. This information will be kept in a binder and available for employee and subcontractor inspection upon request. The project superintendent/manager will review MSDS information with the Foreman prior to using any hazardous substances on the job. Once the Foreman's understanding is complete, pertinent information will be passed on to employees through a preliminary job safety meeting as well as weekly "tool-box" meetings. At each weekly safety meeting, employees will be reminded that MSDS information is available upon request. The MSDS is a reference sheet that includes the following information about a chemical: • Chemical name &Manufacturer's Name • Hazardous Ingredients • Physical & Chemical Characteristics • Fire & Explosion Data • Reactivity Data • Health Hazards • Special Precautions & Spill Procedures • Special Protection Information & Control Measures General Procedures per Order of Conditions: Waste Disposal: (1) Construction waste will be collected in trucks and removed of off-site when they can no longer be safely stored within the constraints of the project. Dumpsters will not be located within resource areas. (2) All waste will be removed from the site and legally disposed of. (3) No waste disposal will occur on site. (4) All worker onsite will be informed of these policies Hazardous Waste: (1) All hazardous materials used onsite will be disposed of in a manner specified by the manufacturer of the material and as required by local, state, and Federal regulations (2) Instruct site personnel using these materials in these policies. Sanitary Waste: (1) At least 1 portable toilet will be provided for the workers' use. Provide additional facilities as necessary. (2) Sanitary waste from the site will be collected at least once per week by means of a licensed sanitary waste management contractor. Offsite Vehicle Tracking: (1) Surrounding streets in the vicinity of the site shall be inspected daily and "swept if required during earthwork activities. (2) A stabilized construction entrance will be provided at the vehicle entrances to reduce the tracking of sediments by site vehicles. (3) Haul vehicles will be required to cover their loads with a tarpaulin when leaving the site. (4) Vehicle cleaning on site is permitted if runoff does not contaminate resource areas, drainage systems, or roadways and parking lots. Dust Control: (1) The contractor shall employ dust control measure to minimize the creation of airborne dust during the entire construction process. (2) Water will be used as required for dust control. Hazardous Materials: (1) Keep Products in their original containers (2) Original container labels should be clearly visible. (3) Material safety data sheets, as stated above, will be kept onsite and be available. (4) As stated above, follow all state, local, and Federal Regulations regarding the handling, use, storage, and disposal of hazardous materials. Petroleum Products: (1) Vehicles used onsite will be monitored for fuel and oil leaks. (2) Vehicles used onsite will be maintained in good working order. (3) Asphalt substances will be applied in accordance with manufacturers' recommendations. (4) The use of petroleum products as a release agent for asphalt transport trucks is prohibited. Paints: (1) All paint containers will be tightly sealed when not in use. (2) Remove excess paint in original labeled containers from the jobsite. (3) Paint will not be disposed of onsite. Remove excess paint material form the site and legally dispose of. Concrete Trucks: (1) Any waste concrete shall be immediately removed from the site and legally disposed of off site as required. • Environmental Monitoring coinciding with Pollution Control: The following is an Environmental Monitoring Plan to ensure the implementation of our Pollution Control Plan: Environmental monitoring will include daily inspections of machinery, stored materials, and sedimentation and erosion control devices by the on site project superintendent/manager (Jack Graves). Upon discovery of a "problem", adequate corrective measures shall be performed immediately (i.e. resetting of sediment barriers, repair of leaks in machinery, etc.). Northern Construction Service, LLC. believes that adequate training of personnel as outlined in the enclosed plans will aid in environmental protection, control, and monitoring. Employees will be able to recognize a "problem"and act accordingly. To further enhance the training methods in the spill control- plan and contamination prevention plan and to augment the environmental monitoring plan, environmental protection/pollution control methods will be discussed with personnel. These methods include: detecting and avoiding pollution, familiarization with pollution standards, installation of facilities, and techniques required for monitoring (i.e. daily inspections, etc.). Such methods as necessary shall be utilized to effectively prevent erosion and control sedimentation. Runoff from the site shall be controlled at all times, side slopes and back slopes shall be protected as soon as practicable upon completion of rough grading, monitoring and inspections of discharge shall be performed, vegetation shall be protected by keeping the work within the designated limits as shown on the plans. The latter will aid in spill controls and pollution to the environment. Erosion & Sedimentation Control Plan Drawings: Erosion & Sedimentation Control Plan Drawings are attached at the end of this plan as designed by Fay, Spofford, and Thorndike, LLC. via plan pages 1 through 3. The drawings are also accompanied by the contract specifications titled "Boat Ramp Reconstruction — Danvers River — Salem, MA" previously approved per Order of Conditions associated with DEP File# 64-474. etafl Drawings & Specifications for Erasion Control BNP's Including Slzlnd & CalCalationt Erosion & Sedimentation Control Plan Drawings are attached at the end of this plan as designed by Fay, Spofford, and Thomdike, LLC. via plan pages 1 through 3 Other BMP's typical of a Storm Water Pollution Prevention Plan have been included within the framework of this plan as prepared by Northern Construction Service, LLC. Vegetation Planning: Vegetation Planning will consist of reconstructing disturbed areas with loam, seed, and hay mulch. Areas shall be planted, watered, etc. in accordance with expected re- vegetation practices. Site Development Plan: This project site is relatively small in nature where all permanent impacts consist of reconstruction of the existing boat ramp and its adjacent slopes over the course of 2 months. There is no other site development anticipated or required other than temporary use of a small portion of abutting land for a staging area. Constrmctfon Seamencind PIWSchedmle: (1) Install DEP Sign,Project Sign,& Silt Fence—3/15/10 (2) Mobilize equipment materials,etc.—3/16/10 to 3/19/10 (3) Install silt boom—3/19/10 (4) Install cofferdam & dewatering measures (pumps, etc.)—3/22/10 to 4/2/10 (5) Demolish existing boat ramp & rip rap slopes—4/5/10 to 4/9/10 (6) Install permanent piles—4/12/10 to 4/13/10 (7) Construct new concrete boat ramp and side slopes—4/14/10 to 5/7/10 (8) Remove cofferdam—5/10/10 to 5/21/10 (9) Install Timber float system—5/24/10 to 5/28/10 (10) Restore disturbed areas—5/31/10 to 6/2/10 (11) Demobilize & Cleanup—6/3/10 to 6/11/10 Sequencing of Erosion & Sedlmentatlon Controls: Sequencing for erosion controls will be as stated above in the construction sequencing plan with and in accordance with the following: Silt Fence Barrier: Silt fence barrier shall be installed as shown on plan sheet 1 of 3 flanking both sides of the boat ramp 100' in each direction at the edge of the pavement. Additionally, our proposed staging area location is shown on the south side of the ramp. We intend to stay within the 100' limit above for staging purposes as shown on the attached sketch. Two extra rolls of silt fence shall be kept on site all times to be used for emergency purposes. Hay Bales: Hay bales with wooden stakes shall be kept on-site (minimum 15 each) to be used for emergency purposes. However, additional hay bales shall be utilized as necessary to properly facilitate proper pumping operations such as hay bale sediment traps and hay mulch for disturbed surfaces. Floating Silt Boom Curtain: The floating silt boom shall be installed in accordance with plan sheet 1 of 3. It shall meet the requirements of specification section 697.1 —Siltation Boom. ogeraoons & Is. of Erosion & Sedimentation Controls: See above section titled "Construction Period Operation & Maintenance Plan" which includes Operations &Maintenance parameters for Erosion& Sedimentation Controls. Inspection schedule: See above section titled "Construction Period Operation & Maintenance Plan" which includes the inspection schedule. Maintenance Scheduie: See above section titled "Construction Period Operation & Maintenance Plan" which includes the maintenance schedule. Iftectlon & Maintenauce Lod Form: See attachment A, B, Spill Reporting Log, and Oil/Hazardous Materials Log. \ `---t-L.NJ w&ECI 10 EI STERNI PTORME (o)n (/ I\`I `RP cu— FLUMA s a Lec 1wv y� 1 et SOK REEL P UIIM6 cOw S 4. y y aavE i EAST suR 2 - AVERS I. l sav`r 6 sE L FIE Wxsim,c 4 Li BUEL.E TTA. oo� I ( e sIMErn e„ TL DCF 4 L IF .Ops Z ca+D DE 5"i`�'�E-E— "fT 2 -o F I REMOVAL PLAN nOrz SEE Pt op pr Or SL \\ jx t Y F �-+ Bcm,[fFF[pAu up x0"ES ITI TGaE. LOCUS PLAN 2 ART uE PRo a casRc Pa SEOE YLT rEXa :° @ c muc AT ECCE 0,PAscxE"1 / TM 6 5 P TIJ; 'O IN' 5 T%pPoSr-0KMtla M rW OD ri,EACH YR ,0 . .. _ 61150E a °- RDtl s � ^i.. 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'BURNS..1 1M N Ei AT GWTwUCM`N EEMI �`A L.FMAO PROPOSED PUBLIC ACCESS FACILITY IMPROVEMENTS 1 I --- CUPAET wBCI BOAT RAMP AND FLOATING GOOKS uW D 2'-9' FAROS TV 1,. iSTORE. W FP Y RCOARS - P N0E B'wN 10'EAL w ANI TTWS -j- SEE-T. CONC.CAR Ox DANVERS RIVER PRO l e 2 S'AR Y-O"MW 1_-A..._I. _ p10XE EYS1N4 5RX1 EMISIN EK11Wi REMETMCN1 SALEM, MA NES 11r5 LJ 5 D" MET I'll. _ R r L IY OB5 CO sToxE C-"'*+. �1 0 PLAN AND SECTIONS fLPAt aB ZTER TT.YC F �' -4 bFAET SESSIONS R CITY OF SALEM RECREATION DEPARTMENT ANO 0 TYP. EYISTNG STONE uWND J m KE' / �1 0' MA55PCNUSETTS CiI<E OF f$H NG ANO BOA➢NL ACC£S$ 1 (E�� C S x. . CAP ON W. _ W C SN145 CxE IWXO,1W. 1 CAY IIDrBWixtW IVO xG uc - ABRICr 3I ttEI.E.TW. D V.N E;A TO 6 BEOTER STWE SERILIN-M.ME L0. 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TWL DETAIL 'Y GPOOK XSH, SCNE' /]• _tl ilP fi PPaIY LW -iAVOYE FW141 10'EA WAY EPDXY PEBn.¢S - O OE IN W 0 TOP \ 6OI JPS m M 3 CtR W EPOxY a_SMS 3%s O4&WFER 5E - SECTION - SIOFWALK (��E� AZZW AY - I-Orox To I sicx[ yyE t/2-t'_O i" N iawnrvcE i'_ _II _ 3' .rro�l —I SBI I IAPIRI EXST c GPO 0 c.¢P,`EflmEPE xorzoJ ,cE B]ONL WED] MOOGRAOL / \� _ _ 11.12 9 2 BEDDING SOOIff-) t d F T rABac — S t I DETAIL - END F D OF FAME TY.aS NOT TO I.,IRS YJ TYPICAL DETAIL SLUE: Cxx--ocIxTU'PTE DWKN TM,an \ o FILTER w.vE To IAS.r ree Fw-Iwc ,vc+t a.,-a., 9,' ,iz(' o w/sE AEoco PURR B� w. FS.— -�; Mnrerel.. u. 31,0 4 WLB.a.., ImY 9rtFwMU+" 'd"""Gi°w I� TRA la �i w TONSTOP \ t• Fi`wisEUAN,J eo wcr CONVO CPDX a u N. .QAC/ wy\h� a r 0 ' cc\ l' SJ U,Fa• w. .WYP t� P CONSTRUCTION JOINT DETAIL �n /N f Iron 'G'rtlEL^P /y 3L�IN.an' ]v�E/n bps _ v xcT TG N. pwF• V i SILT FENCE DEfAII CCYY'- ITT x WIt PPEW. K W,11Efi5]CP �\ 'IV GROOVE DETAIL PROPOSED PUBLIC ACCESS FACILITY IMPROVEMENTS Nor To SWL BOAT RAMP ANO FLOATING DOCKS OANVERB RIVER - IbY'btr:vuf oew 11".t,,, SALEM, MA PRE4ALOE0 TI 16N,xLl-VOUR � TYPICAL DETAILS EXPANSION JOINT ODEFA L ZSR Z�TS•ta�'"Or OTY OF SALEIA RECKEATION OEPARTYEXT AND NOT i0 SGLF F7a.l ]5.1d<i 7.SMtY x MASSACHUSETTS OFXCE OF WSMIXG PXO BOPTNG ACCESS x5.ln'CLIp.p 4st1:`xYv �_� rAv uC RNI vn,n ,:POTS-027.8 ]/ ORCI USHER WHIICH E INTO N OED }iA -1/�kLE T E"P MPRNDSUPfl +/S Mlp E.LflS i/I.S.S'.6'ANGLE DOCP fENOF:i Cx NNF ONE M[ENµE ttPE E2 FM T➢F Wx¢OEluti I52 VF MWx F GE DEfn1)� I,Y..+6 LaAILWE /Y..B-GPPIncC <x) /Y. xINar. ,A e x.+G zm ear,TrP. w.rz.TmIGL � m mLn RI I O eO° O B _ ' I hP EI HCHEY IN/Y.SN .5.6' 5/ 6 NE DEOCHG IO OI O OCL419. x+6 CROSE BiYE t•i0 0'-O DUAL - EAR nE HGF i.+-+YI-+'-c' PIAN - TIMBER F OAT RAMP tofc%IxG xor sxaMB PoF x0]P ..F/1� PLAN VIEW NME. /1_+,1 AIE � OOP EL H.O� 5/..8 VE DE[%IN4 p%I(fEUDCP /0' N x'DU p:C.FI JR uC/ONOW.RR.1�Ell 1EOL PILE WAPm� c4V4C fiaE�.EULLaxcm sxlD +"i wow:(s PEOD.I - xaE -C CL EPIY2 of Pix$P ' ICGSIOF REVATIONBoNOE [SVyEIC+/Y DO. lq WRI uLv.paNDI+D� F OATr+o DEMI CD WPVEv _ Hro +/3'sCxED.eD G<Lv.PVE +/YN.+w CRO.Bai GE CEZ ALOE.6' c swE PILE HOOP 0 Ay -.LE CEI ROSS BE NECxnlG, 4 HARD L m eE +/'...44v.WFYGC Bolr xor Iisc4E BOLR MOU BOLPO M WAWEP ivP14 CONmxxCVS"C"2RPEP AFER.SPWMG I.E vM AS CLFwrs) �� NOTES: "..Al +S POxt W W mH4[DEMEfN RO<r5 VeaR1"'E WD wvSI+EHl Sx.Y1 BE MDr-RP ?C ENLoii oNivT e.Iirtn + LC, P-� +G-L mn. z. NL sr¢L w4IEs ussD ro surety ME Ao<r rP.wlxc SI TO rLCCHT fF x nc. --- 'A AN LENE+H mD x PaO`E rM EI BI RP r4CFME0.M1S Yh11 ns ME rE0.ao<r LOGCs,I 6. L m`E"Eus rArnN COKP Purz rmzPDe BE xor-Dw OuwmsD uTEP Faewuwrv. COUNRPsmx wLl .1 ACE M x1..,-,TD C.VW14 Mr SGE SECTION E.Cl CI PG2 TO BE MEUPPED 41C...ED CNOL 3.1.ATS OUH T m"C" --E CGXGEIE AND PW FL CMHECT. _ D AI SWE:-HIN OV%R P AT s'Nw. - -+/Y PROPOSED PUBLIC ACCESS FACILITY IMPROVEMENTS BOAT RPMP AND FLOATING DOCKS BIXB_SCfJ6i CANARD RIMER ?' PILE ANCHORAGE DETAIL SALEM, MA RET TD SCXE FLOAT DETAILS NnIDEA.L:NAWF%x%N SG+Dp Lq[WIVN£Hr CITY OF BN_EM RECCEATDN DEPARTMENT AND G EC ESSED HOLE!CR MASUCHUEETTS OFFICE OF NSMING MO BTNG ACCESS ,Z .IDo OOP �1L��LS ]/IS ON HE%B]Lr o BOTTo lona C.AE.,PPx-foPeED 1B,.O 1.,CORD (EP$) uvM .oe EP aac Foor cexslTr z RouLVEn ECx rlwr,BGr BUIv smf only ®_ ul PONTOON DETAIL OETN — 8" MeI Fee IRON AT _ O" HOT TD S. NOT To sruE \ +oA•m IA,�-02] - PLAN - Northern Construction Service, LLC, 775 Pleasant St Unit 11 Phone(781)340-9440 1516 Park St Phone(413)289-1230 Weymouth, MA 02189 Fax(781)340-5708 Palmer, MA 01069 Fax(413)284-0120 February 26,2010 Department of Fish and Game Office of Fishing and Boating Access 1440 Soldiers Field Rd. Brighton,MA 02135 Attention: Douglas Cameron Re: Danvers River Boat Ramp Reconstruction—Salem,MA—Contract 4PA-218 Dear Mr. Cameron: Northern Construction Service, LLC. respectfully submits the following request in accordance with the contract documents to temporarily utilize the location shown on the attached sketch for a staging area on the above referenced project. The actual work site,along with the temporary area impacted by ourwork, shall be kept in neat working order and shall be restored in a manner equal to or better than its original condition. A spill kit shall be kept within the staging area at all times. We intend to store equipment as deemed necessary for the project such as an excavator,loader, crane,lull,etc.;materials such as rebar, steel sheets, sandbags, filter fabric,pumps, stone,rip rap,etc.; and a 45' long job trailer containing tools. Please advise us if this is acceptable. If you have any questions, or require additional information, please call the undersigned. Very truly yours, Shawn Clark Project Manager . /�< t � � x � , . 2?» » � 2 w » : , . « �f\ < � �x �. � \ :z> . .d`� \ ^ \ �J � � . � /\ \� � : : � _ � \'°? � . ° ! « < � ° 2 )� � � � f£� � � _/ §�� . . � � .�\ � � ^ \ \/� � § ©- � � �. ~ « ATTACHMENT A INSPECTION & MAINTENANCE FORM SWPPP INSPECTION AND MAINTENANCE REPORT Inspection and Maintenance Report TO BE COMPLETED AT LEAST EVERY 7 DAYS OR EVERY 14 DAYS AND WITHIN 24 HOURS OF A STORM EVENT OF AT LEAST 0.5 INCHES. AFTER SITE STABILIZATION,TO BE COMPLETED AT LEAST ONCE PER MONTH FOR THREE YEARS OR UNTIL A NOTICE OF TERMINATION IS FILED. INSPECTOR NAME/TITLE: DATE: REGULAR INSPECTION AMOUNT OF INSPECTION AFTER STORM EVENT PRECIPITATIO: CONSTRUCTION ACTIVITIES: SITE STABILIZATION STATUS: EROSION AREA STABILITY CONTROL STATUS CONDITION Perimeter Work- Limit Controls Water Bypass Exposed Slopes and Stockpiles Staging Areas Dewatering Operations: Truck Loading Areas: Oil/Hazardous Materials Storage: Other-specify: ADDITIONAL OBSERVATIONS: ACTION REQUIRED: TO BE PERFORMED BY: ON OR BEFORE: ATTACHMENT B AMENDMENTS AMENDMENTS TO POLLUTION & EROSION/SEDIMENT CONTROL PLAN To be completed by the contractor or environmental inspector as changes to the plans occur, activities commence,areas are temporarily stabilized or activities temporarily cease,or areas are permanently stabilized and removed from the inspection route. Dates of major grading activities must also be recorded. �tAmendmentf ProposedActivityP EtArea ofpr ' ..y W Num6erand Or5ta6iliiatton iiP111 a Distur6anceor Date ff Measure a Stabilization U ' a x '�'- -.... .. a... �a� Ra: Oil/Hazardous Materials LOG #of Name of Person Logging - - T_ype 8 Quantity Material Inventory Date of Site Entry of Material Initially Delivered 1 2 3 4 5 6 7 8 9 10 11 12 13 14 #of Material Date Used on Site Quantity Used on Site Where was Material Used? 1 2 3 4 5 6 7 8 9 10 11 12 13 14 #of MSDS Sheets Avallable - Date of Arrival of - Quantity&Date Leaving the Material Yes or No - - MSDS Sheet CcD Site Site- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Name of Person Re ortiSPILL RECORDING/LOG ng Spill# Spill Phone# - Location of Release at the Site 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Notification Criteria for Spill# Date&.Time of Release basis of Notification - Name of Material/Chemical Released 1 2 3 4 5 6 7 8 9 10 11 12 13 14 A roximate Quantity -spill# _ of Release Source of Release Brief Description of the Release Cause 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Name/Number of Operator Name/Number of Desci tion of Immediate Response Spill# Directly Involved in Releasee Contact Site Action Taken 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Names of Agencies Notified Additional Comments and/orpotential Spill# and/or have responded environmental impacts,etc. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 r c -aCOMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF FISH BGAME FISHING AND BOATING ACCESS 1440 SOLDIERS FIELD ROAD ° BRIGHTON,MA 02135 DATE G N v TEL(617) 727-1843 ATTENTION FAX(617)727-7214 TO L-j!j RE: Dep F=I !_C 'd 6 JUN 1 S 2000 .y WE ARE SENDING YOU iSAttached ❑ Under separate c�X Lid Q1 PI A Ithe following items: // V I�L�JITYDEi�'�On c51 ❑ Shop drawings Prints ❑ Plans btr9ples ❑ Specifications ❑ Copy of letter ❑ Change Order ❑ COPIES DATE NO. DESCRIPTION G (fo (C)C, THESE ARE TRANSMITTED as checked below: ❑ For approval ❑Approved as submitted ❑ Resubmit copies for approval `6JcFor your use ❑Approved as noted ❑ Submit -copies for distribution �9As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If enclosures are not as noted kindly notify us atonce. Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands DEP File Number: ' WPA Form 5 — Order of Conditions 64-474 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. General Information 2009061600035 W28691 28691 Pg;290 Important: Salem 06/16/2009 09:48 CONON P9 1/21 When filling From. 1.Conservation Commission out forms on the computer, 2.This issuance is for(check one): a. ® Order of Conditions b. ❑ Amended Order of Conditions use only the tab key to 3. To: Applicant: move your cursor-do not Doug Bollen and Douglas H Cameron Asst. Director MA use the return a. First Name b.Last Name Office of Fishing and Boating Access 1440 key. Soliders Field Road Brighton MA 02135 c.Company VQ 5 Broad Street d.Mailing Address Salem MA 01970 'n e.City/Town f.State g.Zip Code - 4. Property Owner(if different from applicant): City of Salem a.First Name b.Last Name c.Company 93 Washington Street d.Mailing Address Salem MA 01970 e.City/Town f.State g.Zip Code 5. Project Location: 24 Kernwood Street Salem a.Street Address b.City/Town Map 28 Lot 18 c.Assessors Map/Plat Number d.Parcel/Lot Number Latitude and Longitude, if known (note: 42-30'-52" 70-54'-5" electronic filers will click for GIS locator): e.Latitude f.Longitude 6. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): Essex a.County b.Certificate(if registered land) 2634 427 c.Book d.Page 4/10/08 4/24/08 5/6/08 7. Dates: a. Date Notice of Intent Filed b. Date Public Hearing Closed C.Date of Issuance . 8. Final Approved Plans and Other Documents (attach additional plan or document references as needed): Proposed Public Access Facility Improvements Boat Ramp and Floating Docks Plan and Sections _ a. Plan Title David P Anderson David P Anderson b.Prepared By c.Signed and Stamped by March 26, 2008 varies d.Final Revision Date e.Scale Proposed Public Access Facility Improvements Boat Ramp and Floating Docks: March 26, 2008 Typical Details and Float Details and Float Details g.Date wpafo"Moc• rev.3/1105 Page 1 of 9 l r Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands DEP File Number: WPA Form 5 - Order of Conditions 64-474 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 G. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of reqistered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on Page 7 of this form shall be submitted to the Conservation Commission listed below. Salem Conservation Commission Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. To: Salem Conservation Commission Please be advised that the Order of Conditions for the Project at: Kernwood Marina at McCabe park 64-474 Project Location DEP File Number Has been recorded at the Registry of Deeds of: ILSSe-Y. $ o�f1, 7iy�(oR� 2Cj0 County Book Page for: Property OWner and has been/noted in the chain of title of the affected property in: Book Page�2� In accordance with the Order of Conditions issued on: 67- D Date If recorded land, the instrument number identifying this transaction is: Instrument Number If registered land, the document number identifying this transaction is: Document Number wpaforrtS doc• rev.3/1/05 Page 9 of 9 � s CITY OF SALEM CONSERVATION COMMISSION 'aMME May 7, 2008 Douglas Cameron Office of Fish and Boating Access 1440 Soldiers Field Road Brighton, MA 02135 Re: Order of Conditions—DEP#64-474 Kernwood Marina 24 Kernwood Street, Salem, Massachusetts Dear Mr. Ca r�ti r Enclosed, please fin the Order of Conditions for the above referenced project. Following the 10-day appeal period (as of May 16, 2007), this document and the attached Special Conditions must be recorded at the Essex County Registry of Deeds (36 Federal Street, Salem, MA). Once recorded, please return a copy of Page 9 of the Order, which will indicate to the Commission that the document has been recorded. As indicated in the Order, prior to any work commencing: 1. this Order must be recorded, 2. a sign shall be displayed showing DEP File#64-474 within public view, and 3. contact me at least 48 hours prior to any activity to schedule a pre-construction meeting to review the Order with your hired contractor. If you have any further questions, please feel free to contact me 978-619-5685. Sincer y,) r Y cVJ� Carey Duques Conservation Agent/ Sta anner Enclosures CC: Doug Bollen, City of Salem David Anderson, Fay, Spofford, and Thorndike DEP Northeast Regional Office Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number; WPA Form 5 — Order of Conditions 64-474 _ Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. General Information Important: Salem When filling From: t, Conservation Commission out forms on the computer, 2. This issuance is for(check one): a. ® Order of Conditions b. ❑ Amended Order of Conditions use only the tab key to 3. To: Applicant: move your cursor-do not Doug Bollen and Douglas H Cameron Asst. Director MA use the return a. First Name b. Last Name Office of Fishing and Boating Access 1440 key. Soliders Field Road Brighton MA 02135 c.Company "" 5 Broad Street d. Mailing Address Salem MA 01970 e.Cityrrown I.State g.Zip Code 4. Property Owner(if different from applicant): City of Salem a. First Name b. Last Name c.Company 93 Washington Street d. Mailing Address Salem MA 01970 e.City/Town I.State g.Zip Code 5. Project Location: 24 Kernwood Street Salem a.Street Address b.City/Town Map 28 Lot 18 c.Assessors Map/Plat Number d.Parcel/Lot Number Latitude and Longitude, if known (note: 42-30'-52" -70-54'-5" electronic filers will click for GIS locator): e. Latitude I. Longitude 6. Property recorded at the Registry of Deeds for (attach additional information if more than one parcel): Essex a.County b.Certificate(if registered land) 2634 427 c.Book d. Page 4/10/08 4/24/08 5/6/08 7. Dates: a.Date Notice of Intent Filed b.Date Public Hearing Closed c. Date of Issuance 8. Final Approved Plans and Other Documents (attach additional plan or document references as needed): Proposed Public Access Facility Improvements Boat Ramp and Floating Docks: Plan and Sections a.Plan Title David P Anderson David P Anderson b. Prepared By c.Signed and Stamped by March 26, 2008 varies d. Final Revision Date e. Scale Proposed Public Access Facility Improvements Boat Ramp and Floating Docks: March 26, 2008 Typical Details and Float Details g.Date wpafor 5.doc• rev.311105. Page 1 of 9 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions 64-474 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings 1. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: a. ❑ Public Water Supply b. ® Land Containing Shellfish c. ® Prevention of Pollution f. ® Protection of Wildlife d. [3 Private Water Supply e. ® Fisheries Habitat g. ❑ Groundwater Supply h. ® Storm Damage Prevention i. ® Flood Control 2. This Commission hereby finds the project, as proposed, is: (check one of the following boxes) Approved subject to: a. ® the following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, these conditions shall control. Denied because: b. ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations. Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these interests, and a final Order of Conditions is issued. A description of the performance standards which the proposed work cannot meet is attached to this Order. C. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). Inland Resource Area Impacts: Check all that apply below. (For Approvals Only) 3. ❑ Buffer Zone Impacts: Shortest distance between limit of project disturbance and wetland boundary (if available) a.linear feet Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 4. ❑ Bank a. linea (feet b. linearfeet c.linearfeet d.linear feet s. ❑ Bordering Vegetated - Wetland a.square feet b.square feet c.square feet d.square feet s. ❑ Land under Waterbodies — and Waterways a.square feet b.square feet C.square feet d.square feet wpaform5.doc• rev.311105 Page 2 of 9 Massachusetts Department of Environmental Protection ��-- DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 5 -Order of Conditions 64-474 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 e.cu.yd dredged f.cu.yd dredged B. Findings (cont.) Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 7. ❑ Bordering Land Subject to Flooding a.square feet bsquare feet c.square feet d.square feet Cubic Feet Flood Storage e.cubic feet f.cubic feet g.cubic feet h.cubic feet 8. ❑ Isolated Land Subject to Flooding a.square feet b.square feet Cubic Feet Flood Storage ccubic feet d.cubic feet e.cubic feet f.cubic feet 9. ❑ Riverfront area a.total sq.feet b.total sq.feet Sq ft within 100 it c.square feet d.square feet e.square feet f.square feet Sq ft between 100-200 ft square feet h.square feet i.square feet g. q q q j.square feet Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) 1o. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below 1,273 11. ® Land Under the Ocean a.square b.square _ a.square feet b.square feet 91 91 c.cu.yd dredged d.cu.yd dredged 12. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below 749 749 13. ® Coastal Beaches a.square feet b.square feet C.dy nourishmt. d.Gy nourishmt.- 14. ❑ Coastal Dunes a.square feet b.square feet c.dy nourishmt. d.c/y nourishmt 15. ® Coastal Banks 68 68 a.linear feet b.linear feet 16. ❑ Rocky Intertidal Shores a.square feet b.square feet 17. ElSalt Marshes a.square feet b.square feet c.square feet d.square feet 18. ❑ Land Under Salt Ponds a.square feet b.square feet c.cu.yd dredged d.cu.yd dredged 19. ❑ Land Containing _ Shellfish a.square feet b.square feet c.square feet d.square feet 20. ❑ Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above a.cu.yd dredged b.cu.yd dredged wpaforr5.doc• rev.311/05 Page 3 of 9 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 5 — Order of Conditions 64-474 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 21. ® Land Subject to Coastal 9,429 9,429 Storm Flowage a.square feet b.square feet C. General Conditions Under Massachusetts Wetlands Protection Act (only applicable to approved projects) 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill. Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" [or, "MA DEP"] "File Number 64-474 " wpalorm5.doc• rev.3/1/05 Page 4 or9 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions 64-474 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. General Conditions Under Massachusetts Wetlands Protection Act 10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before DEP. 11. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A)to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition #12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means.At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. 18. All work associated with this Order is required to comply with the Massachusetts Stormwater Policy Standards. Special Conditions: If you need more space for additional conditions, - — select box to attach a text document wpafcrm5.doc• rev.3/1/05 Page 5 of 9 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 5 - Order of Conditions 64-474 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 D. Findings Under Municipal Wetlands Bylaw or Ordinance t. Is a municipal wetlands bylaw or ordinance applicable? ® Yes ❑ No 2. The hereby finds (check one that applies): Conservation Commission 3. ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: a. Municipal Ordinance or Bylaw b.Citation Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. 4. ❑ that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: a. Municipal Ordinance or Bylaw b.Citation The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, the conditions shall control. If you need more space for c. The special conditions relating to municipal ordinance or bylaw are as follows: additional The special conditions attached to this Order of Conditions relate to both the City of Salem's local conditions, select box to ordinance and the Massachusetts Wetlands Protection Act. attach a text document wPaform5ooc• rev.3/1105 Page 6 of 9 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number. �\ WPA Form 5 - Order of Conditions 64-474 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 E. Issuance This Order is valid for three years, unless otherwise specified as a special 5/6/08 condition pursuant to General Conditions#4, from the date of issuance. t.Date of issuance Please indicate the number of members who will sign this form: 4 (four) This Order must be signed by a majority of the Conservation Commission. 2. Number of signers The Order must be certified mail (return receipt requested)or hand delivered to the applicant. A copy also must mailed or and delivered at the same time to the appropriate Department of Environmental rotection gional Office, if not filing electronically, and the property owner, if different from applicant. Signatures: Notary Acknowledgement Commonwealth of Massachusetts County of Essex 24 April 2008 On thlS Day of Month Year Before me, the undersigned Notary Public, K. Cornacchio, D. Pabich, M. Blier, K. Glidden personally appeared Name ofDocumentSigner proved to me through satisfactory evidence of identification, which was/were personally known Description of evidence of identification to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he/she signed it voluntarily for its stated purpose. As member of Salem Conservation Commission City/town I$=a wMawm lE ~ Si atureof otary Pu c i Care R u ues Printed N fne of Notary Public August 16, 2013 Place notary seal and/or any stamp above My Commission Expires(Date) This Order is issued to the applicant as follows: [] by hand delivery on ® by certified mail, return receipt requested,on vvpaform .doc• rev.3/1105 Page 7 of 9 i Massachusetts Department of Environmental Protection DEP File Number: - Bureau of Resource Protection - Wetlands WPA Form 5 — Order of Conditions 64-474 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 May 6, 2008 Date Date F. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate DEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order or Determination, or providing written information to the Department prior to issuance of a Superseding Order or Determination. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act, (M.G.L. c. 131, §40) and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. Section G, Recording Information is available on the following page. Page 8 of 9 wpalorrP5.doc• rev.311105 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 5 — Order of Conditions 64-474 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 G. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on Page 7 of this form shall be submitted to the Conservation Commission listed below. Salem Conservation Commission Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. ------------------------------------------------------------------------------------------------------------------------ To: Salem Conservation Commission Please be advised that the Order of Conditions for the Project at: Kernwood Marina at McCabe park 64-474 Project Location DEP File Number Has been recorded at the Registry of Deeds of: County Book Page for: Property Owner and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order of Conditions issued on: Date If recorded land, the instrument number identifying this transaction is: Instrument Number If registered land, the document number identifying this transaction is: Document Number Page 9 o19 wpalorrtS.4oc• rev.3/1/05 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions 64-474 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Signature of Applicant wpa(orm .doo• rev.311105 Page 10 of 9 Attachment to Order of Conditions #64-474 Page Iof6 SALEM CONSERVATION COMMISSION DEP FILE #64-474 24 Kemwood Street Kemwood Marina at McCabe Park City of Salem,Massachusetts ADDITIONAL FINDINGS This parcel does not include habitat of rare wildlife, nor does it contain certified veinal pools, according to the June 1, 2003 Map of Estimated Habitats of Rare Wildlife and Certified Vernal Pools, published by the Massachusetts Natural Heritage and Endangered Species Program. This Order is issued under the Massachusetts Wetlands Protection Act, M.G.L.Chapter 131, Section 40 and the City of Salem Wetlands Protection Ordinance, Salem Code Chapter 34, Section 34-1 —34-13. This Order permits the reconstructive maintenance of the existing, water dependent public access boat ramp at Kemwood Marina, located in McCabe Park at the above mentioned address. This Order of Conditions permits the work described below including the demolition of the existing concrete ramp and reconstruction activities all of which are to be confined within a cofferdam. Erosion control measures shall be installed prior to performing any work on the site. The Conservation Commission has required that the contractor hired to complete the construction submit a Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan (see Special Condition #44 for details). The contractor shall also appear at a regularly scheduled Conservation Commission meeting to discuss the project, the Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan, this Order of Conditions, and how the resource areas will be protected throughout the project. A floating silt curtain preventing migration of sediment into the water column will be positioned outboard of the cofferdam and all dewatering pump discharges will be directed between the cofferdam and the silt curtain. All excavation is anticipated to be completed from the land, if work has to be completed from the water the Conservation Commission shall be notified prior to completing work. If excavated material needs to be placed upland, the location for storing this material shall be approved by the Conservation Commission. All excavated, removed, demoed material shall be properly disposed of off site. The affect on the land under the ocean will be minimized by installing a cofferdam so the construction can be completed"in the dry". This will reduce the impact the excavation will have on water quality including water circulation and distribution of sediment. Spill kits are to remain on site throughout the duration of the project. Fueling will be permitted at the project site but the location for this activity shall be discussed with and approved by the Conservation Commission. The reconstructed concrete ramp surface will be 30 feet wide. The ramp will be approximately 120 feet and the profile will be 15%. The finished grade at the outboard end of the reconstructed ramp will be El-4.0 ft Mean Low Water datum. Precast concrete propeller(prop) wash pads will be positioned outboard of the end of the ramp to protect the underlying material from erosion caused by boat operations. There will be a row of 6 foot wide, pile held, floating boarding docks along the south side of the ramp. Rip rap armor stone will be placed along both sides of the ramp, as described in the approved plans. This will prevent storm damage to the coastal beach and bank. Attachment to Order of Conditions#64-474 Page 2of 6 SPECIAL CONDITIONS 1. This Order of Conditions must be recorded in its entirety (ALL 11 PAGES)at the Essex Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property; and recording information(Registry book and page numbers or Land Court certificate number) must be submitted to the Salem Conservation Commission (`Commission' hereinafter) in writing, before any work approved in this Order commences. 2. Approval of this application does not constitute compliance with any law or regulation other than M.G.L Chapter 131, Section 40, Wetlands Regulations 310 CMR 10.00. 3. iAll work shall be performed in accordance with this Order of Conditions and approved site plan(s). No lalteration of wetland resource areas or associated buffer zones, other than that approved in this Order, shall occur on this property without prior approval from the Commission. 4. Prior to any work commencing, a sign shall be displayed showing DEP File#64-474, and not placed on a living tree. 5. No work approved in this Order may commence until the ten(10)day appeal period has lapsed from the date of the issuance of this Order. 6. The term"Applicant" as used in this Order of Conditions shall refer to the owner,any successor in interest or successor in control of the property referenced in the Notice of intent, supporting documents and this Order of Conditions. The Commission shall be notified in writing within 30 days of all transfers of title of any portion of the property that takes place prior to issuance of the Certificate of Compliance. 7. It is the responsibility of the applicant to procure all other applicable federal, state and local permits and approvals associated with this project. These permits may include but are not necessarily limited to the following: (1) Section 404 of the Federal Water Pollution Control Act(P.L. 92-500, 86 stat. 816),U.S. Army Corps of Engineers. (2) Water Quality Certification in accordance with the Federal Water Pollution Control under authority of sec. 27(5) of Chapter 21 of the Massachusetts General Laws as codified in 314 CMR 9.00. (3) The City of Salem Wetlands Protection Ordinance and its Regulations 8. If there are conflicting conditions within this Order,the stricter condition(s) shall rule. 9. All work shall be performed so as to ensure that there will be no sedimentation into wetlands and surface waters during construction or after completion of the project. 10. The Commission and its Administrator shall have the discretion to modify the erosion/ siltation control methods and boundary during construction if necessary. 11. The Commission or its Administrator,officers,or employees shall have the right to enter and inspect the property at any time for compliance with the conditions of this Order,the Wetlands Protection Act MGL Chapter 131, Section 40, the Wetlands Regulations 310 CMR 10.00,and shall have the right to require any data or documentation that it deems necessary for that evaluation. Attachment to Order of Conditions #64-474 Page 3of 6 12. The Commission or its Administrator shall have the discretion to modify the erosion/siltation control methods and boundary during construction if necessary. 13. The Commission reserves the right to impose additional conditions on portions of this project or this site to mitigate any actual or potential impacts resulting from the work herein permitted. 14. The work shall conform to the following attached plans and special conditions: Final Approved Plans Proposed Public Access Facility Improvements Boat Ramp and Floating Docks: Plan and Sections Typical Details and Float Details Title March 26, 2008 Dated David P. Anderson Signed and Stamped by City of Salem Conservation Commission On file with 15. Any proposed changes in the approved plan(s) or any deviation in construction from the approved plan(s) shall require the applicant to file a Notice of Project Change with the Commission. The Notice shall be accompanied by a written inquiry prior to their implementation in the field, as to whether the change(s) is substantial enough to require filing a new Notice of Intent or a request to correct or amend this Order of Conditions. A copy of such request shall at the same time be sent to the Department of Environmental Protection. 16. In conjunction with the sale of this property or any portion thereof before a Certificate of Compliance has been issued,the applicant or current landowner shall submit to the Commission a statement signed by the buyer that he/she is aware of an outstanding Order of Conditions on the property and has received a copy of the Order of Conditions. PRIOR TO CONSTRUCTION 17. Prior to the commencement of any activity on this site other than activities listed above, there shall be a PRE-CONSTRUCTION MEETING between the project supervisor,the contractor responsible for the work, and a member of the Conservation Commission or its Administrator to ensure that the requirements of the Order of Conditions are understood. The staked erosion control line shall be adjusted, if necessary, during the pre-construction meeting. Please contact the Conservation Commission Agent at (978) 619-5685 at least forty-eight (48) hours prior to any activity to arrange for the pre- construction meeting. 18. Prior to the pre-construction meeting and commencement of any activity on this site, sedimentation and erosion control barriers shall be installed as shown on the approval plan(s)and detail drawings. The Commission and/or its Administrator shall inspect and approve such installation at the pre-construction meeting. Attachment to Order of Conditions #64-474 Page 4of 6 19. Prior to the pre-construction meeting and commencement of any activity on this site,the applicant or current landowner shall submit to the Commission in writing a construction schedule or sequence of work to complete this project. 20. Prior to the pre-construction meeting and commencement of any activity on this site,the boundary flags of all wetland resource areas shown on the approved site plan(s) shall be inspected and replaced by field survey if decayed or missing so that each flag is clearly visible in the field. Flagging used to identify wetland resource areas shall be of a color different from any other flagging used on the site. Flags shall be checked regularly and replaced as necessary until work is completed. For this project land under the ocean and land containing shellfish do not need to be marked by flags. 21. No clearing of vegetation, including trees, or disturbance of soil shall occur prior to the pre-construction meeting. Minimal disturbance of shrubs and herbaceous plants shall be allowed prior to the pre- construction meeting if absolutely necessary in order to place erosion control stakes where required. 22. Prior to commencement of construction on site,the limits of wetland resource areas closest to construction activity shall be flagged with surveyor's tape and shall remain in place during construction. The limits of areas to be impacted and the limits of work in the replication area(s) shall be clearly flagged. For this project land under the ocean and land containing shellfish do not need to be marked by cj surveyors tape. Op 23. There shall be 15 hay bales and wooden stakes under cover on the site to be used only for emergency erosion control. �r2x cin EROSION CONTROL 24. Appropriate erosion control devices shall be in place prior to the beginning of any phase of construction, and shall be maintained during construction in the wetland areas and buffer zones. The erosion control specifications provided in the Notice of Intent and the erosion control provision in the Order will be the minimum standards for this project; the Commission may require additional measures. 25. All debris, fill and excavated material shall be stockpiled a location far enough away from the wetland resource areas to prevent sediment form entering wetland resource areas. 26. Erosion and sedimentation control devices shall be inspected after each storm event and repaired or replaced as necessary. Any accumulated silt adjacent to the barriers shall be removed. 27. The area of construction shall remain in a stable condition at the close of each construction day. 28. Any de-watering of trenches or other excavation required during construction shall be conducted so as to prevent siltation of wetland resource areas. All discharge from de-watering activities shall be filtered through hay bale sediment traps, silt filter bags or other means approved by the Commission or its Administrator. 29. Within thirty (30) days of completion of construction on any given portion of the project, all disturbed areas in the completed portion of the site shall be permanently stabilized with rapidly growing vegetative cover, using sufficient top soil to assure long-term stabilization of disturbed areas. 30. If soils are to be disturbed for longer that two months, a temporary cover of rye or other grass should be established to prevent erosion and sedimentation. If the season is not appropriate for plant growth, exposed surface shall be stabilized by other appropriate erosion control measures, firmly anchored, to prevent soils from being washed by rain or flooding. Attachment to Order of Conditions #64-474 Page 5of 6 DURING CONSTRUCTION 31. A copy of this Order of Conditions and the plan(s)approved in this Order shall be available on site at all times when work is in progress. 32. No alteration or activity shall occur beyond the limit of work as defined by the siltation barriers shown on the approved plan(s). 33. All waste products, grubbed stumps, slash; construction materials, etc. shall be deposited at least 100 feet from wetland resource areas and 200 feet from river. 34. Cement trucks shall not be washed out in any wetland resource or buffer zone area,nor into any drainage system. Any deposit of cement or concrete products into a buffer zone or wetland resource area shall be immediately removed. 35. All exposed sub-soils shall be covered by a minimum of three(3) inches of quality screened loam topsoil prior to seeding and final stabilization. 36. There shall be no pumping of water from wetland resource areas. 37. All equipment shall be inspected regularly for leaks. Any leaking hydraulic lines, cylinders or any other components shall be fixed immediately. 38. During construction,all drainage structures sha11 be inspected regularly and cleaned as necessary. 39. The applicant is herby notified that failure to comply with all requirements herein may result in the issuance of enforcement actions by the Conservation Commission including,but not limited to, civil administrative penalties under M.G.L Chapter 21A, section 16. AFTER CONSTRUCTION 40. Upon completion of construction and final soil stabilization, the applicant shall submit the following to the Conservation Commission to request a Certificate of Compliance (COC): (1) A Completed Request for a Certificate of Compliance form(WPA Form 8A or other form if required by the Conservation Commission at the time of request). (2) A letter from a Registered Professional Engineer certifying compliance of the property with this Order of Conditions. (3) An"As-Built"plan signed and stamped by a Registered Professional Engineer or Land Surveyor showing post-construction conditions within all areas under the jurisdiction of the Massachusetts Wetlands Protection Act. This plan shall include at a minimum: (a) All wetland resource area boundaries with associated buffer zones and regulatory setback areas taken from the plan(s)approved in this Order of Conditions; (b) Locations and elevations of all stormwater management conveyances, structures and best management designs, including foundation drains,constructed under this Order within any wetland resource area or buffer zone; (c) Distances from any structures constructed under this Order to wetland resource areas- "structures" include,but are not limited to, all buildings, septic system components,wells, utility lines, fences,retaining walls,and roads/driveways; (d) A line delineating the limit of work-"work"includes any filling,excavating and/or disturbance of soils or vegetation approved under this Order; Attachment to Order of Conditions#64474 Page 6of 6 41. When issued, the Certificate of Compliance must be recorded at the Essex County Registry of Deeds. 42. If the completed work differs from that in the original plans and conditions, the report must specify how the work differs; at which time the applicant shall first request a modification to the Order. Only upon review and approval by the Commission, may the applicant request in writing a Certificate of Compliance as described above. 43. Erosion control devices shall remain in place and properly functioning until all exposed soils have been stabilized with final vegetative cover and the Conservation Commission and/or its Administrator has authorized their removal. ,Zy ADDITIONAL CONDITIONS 44. The contractor shall complete a Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan Standard 8 of Wetlands Protection Act Stormwater Report and submit it to the Conservation Commission prior to the start of work, as outlined in Attachment 1. ^x^45. The contractor shall attend a regularly scheduled Conservation Commission meeting prior to the start of construction to review this Order of Conditions,the Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan,project approach, timeline and review of how the resource- h �� area will be protected throughout the duration of the project. 46. Prior to starting the project the contractor shall identify where vehicles and equipment will be stored and where fueling will occur. 47. The contractor will be responsible for controlling stormwater sheet flow originating from the equipment and vehicles throughout the duration of the project. 48. A copy of the Chapter 91 license or amendment shall be forwarded to the Conservation Commission prior to the start of work. i Attachment 1 DEP Wetlands Protection Act Stormwater Report Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control The Massachusetts Stormwater Standard 8 informational requirements for a Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan includes: o Narrative; o Construction Period Operation and Maintenance Plan; o Names of Persons or Entity Responsible for Plan Compliance; o Construction Period Pollution Prevention Measures; o Erosion and Sedimentation Control Plan Drawings; o Detail drawings and specifications for erosion control BMPs, including sizing calculations; o Vegetation Planning; o Site Development Plan; o Construction Sequencing Plan; o Sequencing of Erosion and Sedimentation Controls; o Operation and Maintenance of Erosion and Sedimentation Controls; o Inspection Schedule; o Maintenance Schedule; o Inspection and Maintenance Log Form Additional informational requirements to be prepared and implemented by the Construction Contractor to suit his/her unique approach to the work shall include the following: EROSION AND SEDIMENTATION CONTROLS Temporary Controls: 1. Provide the cofferdam and floating silt curtain before the start of removal and reconstruction work. Maintain the cofferdam and silt curtain throughout the project. 2. Provide and maintain silt fences along the top of bank at the edge of existing pavement to protect all wetland resource areas before the start of construction operations. 3. Pumped discharges from dewatering shall be discharged between the cofferdam and floating silt curtain and shall not cause erosion of resource areas. 4. Areas outside the work limits that are disturbed shall be stabilized and restored to preconstruction condition as soon as possible. S. No stockpiling of materials or equipment will be permitted within resource areas. Temporary stockpiles shall be protected to prevent runoff. OTHER CONTROLS Waste Disposal: 1 Waste Material 1. Construction waste will be collected in trucks and removed off-site when they can no longer be safely stored within the constraints of the project. Dumpsters will not be located in resource areas. 2. All waste will be removed from the site and legally disposed of. 3. No waste disposal will occur onsite. 4. All workers onsite will be informed of these policies. Hazardous Waste 1. All hazardous materials used onsite will be disposed of.in a manner specified by the manufacturer of the material and as required by local, state, and Federal regulation. 2. Instruct site personnel using these materials in these practices. Sanitary Waste 1. At least 1 portable toilet will be provided for the workers' use. Provide additional facilities as necessary. 2. Sanitary waste from the site will be collected at least once per week by means of a licensed sanitary waste management contractor. Offsite Vehicle Tracking: 1. Surrounding streets in the vicinity of the site shall be inspected daily and swept if required during earthwork activities. 2. A stabilized construction entrance will be provided at the vehicle entrances to reduce the tracking of sediments by site vehicles. 3. Haul vehicles will be required to cover their loads with a tarpaulin when leaving the site. 4. Vehicle cleaning on-site is permitted if runoff does not contaminate resource areas, drainage systems, or roadways and parking lots. Dust Control: 1. The contractor shall employ dust control measures to minimize the creation of airborne dust during the entire construction process. 2. Water will be used as required for dust control. MAINTENANCE AND INSPECTION PROCEDURES 1. All erosion control measures will be inspected at a minimum of once a week. The person responsible for the Contractor's operations onsite shall conduct the said inspections. 2. A monthly inspection report shall be filed in the Contractor's main offices and in the job site trailer. 3. All measures will be inspected within 24 hours after rainfall events of more than one-half inch ofprecipitation. 2 4. All measures will be maintained in good working order and repairs will be made to measures within 14 hours of being reported. 5. Built up sediment will be removed from the silt fences when it has reached one-third the height of the fence. 6. Silt fence lines will be inspected to ensure these measures are intact. INVENTORY FOR POLLUTION PREVENTION PLAN The following material may be present onsite: steel, concrete, masonry, stone and aggregates, plastic,forest products,paints, and petroleum-based products. SPILL PREVENTION Housekeeping Measures: 1. The Contractor's representative will inspect daily for proper use, storage, and cleanup of material used on the job site. 2. Store only enough material onsite required for that job as to satisfy current construction needs. 3. Store required materials in tightly lidded containers under cover. 4. Store materials in original containers with clearly legible labels. 5. Separate and store materials apart from each other. 6. Do not mix materials unless specifically in accordance with manufacturers' recommendations. 7. Use all products from a container before disposing of the container. 8. Follow manufacturers' instructions for handling, storage, and disposing of all materials. Hazardous Materials: 1. Keep products in their original containers. 2. Original container labels should be clearly visible. 3. Material safety data sheets will be kept onsite and be available. 4. Follow all state, local, and Federal regulations regarding the handling, use, storage, and disposal of hazardous material. Petroleum Products: 1. Vehicles used onsite will be monitored for fuel and oil leaks. 2. Vehicles used onsite will be maintained in good working order. 3. Asphalt substances will be applied in accordance with manufacturers' recommendations. 4. The use of petroleum products as a release agent for asphalt transport trucks is prohibited. 3 Paints: 1. All paint containers will be tightly sealed when not in use. 2. Remove excess paint in original labeled containers from the jobsite. 3. Paint will not be disposed of onsite. Remove excess paint material from the site and legally dispose of. Concrete Trucks: 1. Any waste concrete shall be immediately removed from the site and legally disposed offsite as required. Spill Control Practices: 1. Manufacturers'recommended spill control methods will be posted and site personnel will be made aware of the requirements. 2. Cleanup supplies will be kept onsite in a materials storage area. This equipment will include: goggles, brooms, dustpans, mops, rags, gloves, oil absorbent, sawdust, plastic and metal trash cans, and other materials and supplies specifically designated for cleanup. 3. All spills will be immediately cleaned up after discovery. 4. The spill area will be well ventilated. 5. Cleanup personnel will wear suitable protective clothing. 6. Spills of toxic and/or hazardous material will be reported to state, local, and Federal authorities, as required by law. Spills shall also be reported immediately to the owner. 7. A spill incident report will be filed detailing the amount and extent of the spill, material(s) involved, and effectiveness of the cleanup. This report will be on file at the Contractor's office, as well as kept onsite in the field office. 8. The Contractor will designate someone onsite that will serve as the Spill Cleanup Coordinator. At least two other personnel will be designated as alternate spill coordinators. All spill control personnel will be trained in spill prevention, control, and cleanup. The names of the responsible personnel will be posed at the jobsite office of the Contractor. 4 Page 1 of 1 tCarey Duques From: Evans, Tay (FWE) [Tay.Evans@state.ma.us] Sent: Monday, December 08, 2008 5:24 PM To: Slagle, David (DEP) Cc: Boeri, Robert (EEA); Lento, Theodore M NAE; Carey Duques Subject: Kernwood Street Boat Ramp W08-2485 Dear Mr. Slagle: The Division of Marine Fisheries (MarineFisheries)has reviewed the application submitted by the City of Salem for the reconstruction of a public access boat ramp and construction and maintenance of floats at 24 Kernwood Street in the municipality of Salem on the Danvers River. The project site is mapped habitat for soft shell clams (Mya arenaria)and is a prohibited area closed to shellfishing due to water quality. The subtidal bottom is also significant to winter flounder(Pseudopleuronectes Americanas)spawning, settlement and juvenile development. The project proposes a small increase in intertidal and subtidal fill resulting in a direct loss of shellfish and winter flounder habitat. We recommend that the applicant minimize impacts where possible in the project design. However, MarineFisheries recognizes that proposed impacts to marine fisheries and public trust resource areas are small in comparison to the public access benefits of maintaining a safe and functioning boat ramp at this location. Thank you for considering our comments on this proposal. Please feel free to contact me if you have any questions about this review. Sincerely, Tay Evans N.-fav Evans P.ta,ir:e Fisheries i3ologist tct;i sachuse;ts D!v..s::.orr of PAarine Fishe'ies Eri Emerson Avenue Gioucester,MIA 01930 phone976-262-0306 x166 fax:617-727-3337 44 � gn 12/9/2008 i NOTICE OF INTENT RECONSTRUCTIVE MAINTENANCE OF THE KERNWOOD STREET BOAT RAMP SALEM, MA March 2008 Prepared for: City of Salem,Recreation Department and the Massachusetts Office of Fishing and Boating Access Prepared by: Fay, Spofford & Thorndike, LLC 5 Burlington Woods Burlington,MA 01803 Phone 781.221.1000 R:\7'S-027-PAB-SALENC07-EnviroPe its\SalemConComm\NOICover Attachments.doc T r • S Fay, Spofford &Thorndike, LLC March 2008 Kemwood Street Boat Ramp, Salem List of Attachments Notice of Intent Application, WPA Form 3 Notice of Intent Wetland Fee Transmittal Form Location Plan Project Narrative Stormwater Report City of Salem Abutter List Abutter Notification Evidence of Mailing the Notice of Intent to Division of Marine Fisheries Plans f l NOTICE OF INTENT APPLICATION WPA FORM 3 f } t Massachusetts Department of Environmental Protection Provided by MassbEP: Bureau of Resource Protection - Wetlands naasSDEP File Number' WPA Form 3 - Notice of Intent Document,Transaction Number'. Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem City/Town Important: When filling out A. General Information When forms on the computer, use 1. Project Location (Note: electronic filers will click on button to locate project site): only the tab key to move your 24 Kernwood Street Salem 01970 cursor-do not a.Street Address b. Cityriown c.Zip Code use the return key. 420-30'-52" 700-54'-5" Latitude and Longitude: d. Latitude e. Longitude ILS 28-0018-0 �I f.Assessors Map/Plat Number g. Parcel/Lot Number 2. Applicant: Doug Bollen, Director and Douglas H. Cameron Asst. Director a. First Name MA Office of Fishing and Boating Access Note: City of Salem c/o Recreation Department 1440 Soldiers Field Road,Jaesto—n MA 02135 Before c.OrganizationY�3 � completing this 5 Broad Street P form consult your local d.Street Address Conservation Salem MA 01970 Commission e.City/Town f.Stale g.Zip Code regarding any municipal bylaw 978 744.0180 978.744.7225 dbollen@salem.com or ordinance. h. Phone Number i.Fax Number j.Email Address 3. Property owner(required if different from applicant): ❑ Check if more than one owner Doug Bollen, Director a.First Name b. Last Name City of Salem c/o Recreation Department c.Organization 5 Broad Street d.Street Address Salem MA 01970 e.Cityrrown f.State g.Zip Code (978) 744-0180 (978) 744-7225 dbollen@salem.com h.Phone Number i. Fax Number j.Email address 4. Representative (if any): David P. Anderson, P.E. a.First Name b. Last Name Fay, Spofford &Thorndike, LLC c.Company 5 Burlington Woods d. Street Address Burlington MA 01803 e.City/Town f.State g.Zip Code (781)221-1000 (781) 229-1115 danderson@fstinc.com h. Phone Number i. Fax Number j.Email address 5. Total WPA Fee Paid (from NOI Wetland Fee Transmittal Form): N/A Exempt a.Total Fee Paid b. State Fee Paid c.City/Town Fee Paid wpaform3.doc•rev.02/21/08 Page 1 of 8 Massachusetts Department of Environmental Protection Provided by MassDEP " Bureau.of Resource Protection - Wetlands MassDEP File Number, ` WPA Form 3 - Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Document Transaction Number; Salem City/Town A. General Information (continued) 6. General Project Description: It is proposed to reconstruct and maintain the existing public access boat ramp and to construct and maintain floating boarding docks and miscellaneous work. 7a. Project Type Checklist: 1. ❑ Single Family Home 2. ❑ Residential Subdivision 3. ❑ Limited Project Driveway Crossing 4. ❑ Commercial/Industrial 5. ❑ Dock/Pier 6. ❑ Utilities 7. ❑ Coastal Engineering Structure 8. ❑ Agriculture (e.g., cranberries, forestry) 9. ❑ Transportation 10. El Other 7b. Is any portion of the proposed activity eligible to be treated as a limited project subject to 310 CMR 10.24 (coastal) or 310 CMR 10.53 (inland)? i. ❑ Yes ® No If yes, describe which limited project applies to this project: 2. Limited Project 8. Property recorded at the Registry of Deeds for: Essex a. County b.Certificate#(if registered land) 2634 427 a Book d. Page Number B. Buffer Zone & Resource Area Impacts (temporary & permanent) 1. ❑ Buffer Zone Only—Check if the project is located only in the Buffer Zone of a Bordering Vegetated Wetland, Inland Bank, or Coastal Resource Area. 2. ❑ Inland Resource Areas (see 310 CMR 10.54-10.58; if not applicable, go to Section B.3, Coastal Resource Areas). Check all that apply below. Attach narrative and any supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. For all projects affecting other Resource Area Size of Proposed Alteration Proposed Replacement(if any) Resource Areas, please attach a narrative a. ❑ Bank 1. linearfeet 2. linear feet explaining how- b. ❑ Bordering Vegetated the resource - area was Wetland 1.square feet 2.square feet delineated. c. ❑ Land Under 1.linear feet 2.linear feet Waterbodies and Waterways 3.cubic yards dredged wpaform3.doc•rev.02/21/08 Page 2 of 8 Massachusetts Department of Environmental Protection PF dedby MassDEP k t5 M Bureau of Resource Protection - Wetlands " . MassDEP File Number ,� WPA Form 3 - Notice of Intent Doc6r*tTransactionNumber Salem " Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 � m City/rown B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont'd) Resource Area Size of Proposed Alteration Proposed Replacement(if any) d. ❑ Bordering Land Subject to Flooding 1.square feet 2.square feet 3.cubic feet of flood storage lost 4.cubic feet replaced e. ❑ Isolated Land Subject to Flooding 1.square feet 2.cubic feet of flood storage lost 3.cubic feet replaced f. ❑ Riverfront Area 1. Name of waterway(if available) 2.Width of Riverfront Area (check one): ❑ 25 ft. - Designated Densely Developed Areas only ❑ 100 ft. - New agricultural projects only ❑ 200 ft. -All other projects 3.Total area of Riverfront Area on the site of the proposed project: square feet 4. Proposed alteration of the Riverfront Area: a.total square feet b.square feet within 100 ft.. c.square feet between 100 ft.and 200 ft. 5. Has an alternatives analysis been done and is it attached to this NOI? ❑ Yes❑ No 6. Was the lot where the activity is proposed created prior to August 1, 1996? ❑ Yes❑ No 3. ® Coastal Resource Areas: (See 310 CMR 10.25-10.35) Check all that apply below. Attach narrative and supporting documentation describing how the project will meet all performance standards for each of the resource areas altered, including standards requiring consideration of alternative project design or location. Online Users: Include your Resource Area Size of Proposed Alteration Proposed Replacement(if any) document transaction number a. ❑ Designated Port Areas Indicate size under Land Under the Ocean, below (provided on 1,273 sf, 91 cy Excavation your receipt b. ® Land Under the Ocean page)with all - 1.square feet supplementary information you 2.cubic yards dredged submit to the Department. c. ❑ Barrier Beach Indicate size under Coastal Beaches and/or Coastal Dunes below d. ® Coastal Beaches 749 1.square feet 2.cubic yards beach nourishment e. ❑ Coastal Dunes I.square feet 2.cubic yards dune nourishment wpaform3.doc•rev.02/21/08 Page 3 of 8 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands MassDEP File Number WPA Form 3 - Notice of Intent DocumentTransacbonNumber Massachusetts Wetlands Protection Act M.G.L. C. 131, §40 Salem City/Town - B. Buffer Zone & Resource Area Impacts (temporary & permanent) (cont'd) Size of Proposed Alteration Proposed Replacement(if any) f. ® Coastal Banks 68 1. linear feet g. ❑ Rocky Intertidal Shores 1.square feet h. ❑ Salt Marshes 1.square feet 2.sq ft restoration, rehab.,creation i. ❑ Land Under Salt Ponds 1.square feet 2.cubic yards dredged j. ❑ Land Containing Shellfish 1.square feet k. ❑ Fish Runs Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above 1.cubic yards dredged 1. 0 Land Subject to 9,429 Coastal Storm Flowage 1.square feet 4. ❑ Restoration/Enhancement If the project is for the purpose of restoring or enhancing a wetland resource area in addition to the square footage that has been entered in Section B.2.b or B.3.h above, please enter the additional amount here. a.square feet of BVVV b.square feet of Salt Marsh C. Other Applicable Standards and Requirements Streamlined Massachusetts Endangered Species Act/Wetlands Protection Act Review 1. Is any portion of the proposed project located in Estimated Habitat of Rare Wildlife as indicated on the most recent Estimated Habitat Map of State-Listed Rare Wetland Wildlife published by the Natural Heritage and Endangered Species Program (NH ESP)?To view habitat maps, see the Massachusetts Natural Heritage Atlas or go to httpi//www.mass.gov/dfwele/dfw/nhesp/nhregmap.htm. a. ❑ Yes ® No If yes, include proof of mailing or hand delivery of NOI to: Natural Heritage and Endangered Species Program Division of Fisheries and Wildlife 3/18/08 Route 135, North Drive viewed on-line Westborough, MA 01581 If yes, the project is also subject to Massachusetts Endangered Species Act(MESA) review (321 CMR 10.18). To qualify for a streamlined, 30-day, MESANVetlands Protection Act review, please complete Section C.1.C, and include requested materials with this Notice of Intent(NOI); OR complete Section C.1.d, if applicable. If MESA supplemental information is not included with the NOI, by completing Section 1 of this form, the NHESP will require a separate MESA filing which may take up to 90 days to review(unless noted exceptions in Section 2 apply, see below). wpaform3.doc•rev. 02/21/08 Page 4 of 8 Massachusetts Department of Environmental Protection Provided by MassDEP Bureau of Resource Protection - Wetlands MassDEPlFile Number. e WPA Form 3 - Notice of Intent Document Transaction Number Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 saiem City/Town C. Other Applicable Standards and Requirements (cont'd) 1. c. Submit Supplemental Information for Endangered Species Review* 1. ❑ Percentage/acreage of property to be altered: (a)within wetland Resource Area percentage/acreage (b) outside Resource Area percentage/acreage 2. ❑ Assessor's Map or right-of-way plan of site 3. ❑ Project plans for entire project site, including wetland resource areas and areas outside of wetlands jurisdiction, showing existing and proposed conditions, existing and proposed tree/vegetation clearing line, and clearly demarcated limits of work** (a)❑ Project description (including description of impacts outside of wetland resource area & bufferzone) (b) ❑ Photographs representative of the site (c)❑ MESA filing fee (fee information available at: http://www.mass.gov/dfwele/dfw/nhesp/nhenvmesa.htm) Make check payable to "Natural Heritage & Endangered Species Fund" and mail to NHESP at above address Projects altering 10 or more acres of land, also submit. (d)❑ Vegetation cover type map of site (e)❑ Project plans showing Priority & Estimated Habitat boundaries d. OR Check One of the Following 1.❑ Project is exempt from MESA review. Attach applicant letter indicating which MESA exemption applies. (See 321 CMR 10.14, httr)://www.mass.goy/dfwele/dfw/nhesp/nhenvexemr)tions.htm; the.NOI must still be sent to NHESP if the project is within estimated habitat pursuant to 310 CMR 10.37 and 10.59.) 2.❑ Separate MESA review ongoing. a. NHESP Tracking Number b. Date submitted to NHESP 3.❑ Separate MESA review completed. Include copy of NHESP "no Take" determination or valid Conservation & Management Permit with approved plan. Some projects not in Estimated Habitat may be located in Priority Habitat, and require NHESP review(see www:nhesp.orq regulatory review tab). Priority Habitat includes habitat for state- listed plants and strictly upland species not protected by the Wetlands Protection Act. * MESA projects may not be segmented (321 CMR 10.16).The applicant must disclose full development plans even if such plans are not required as part of the Notice of Intent process. wpaform3.doc•rev. 02/21/08 - Page 5 of 8 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands Mas SDEP,File,Number WPA Form 3 - Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Salem Document Transaction Number; Salem City/Town C. Other Applicable Standards and Requirements (corl 2. For coastal projects only, is any portion of the proposed project located below the mean high water line or in a fish run? a. ❑ Not applicable—project is in inland resource area only b. ® Yes ❑ No If yes, include proof of mailing or hand delivery of NOI to either: South Shore-Cohasset to Rhode North Shore- Hull to New Hampshire: Island, and the Cape& Islands: Division of Marine Fisheries- Division of Marine Fisheries- North Shore Office Southeast Marine Fisheries Station Attn: Environmental Reviewer Attn: Environmental Reviewer 30 Emerson Avenue 838 South Rodney French Blvd. Gloucester, MA 01930 New Bedford, MA 02744 Also if yes, the project may require a Chapter 91 license. For coastal towns in the Northeast Region, please contact MassDEP's Boston Office. For coastal towns in the Southeast Region, please contact MassDEP's Southeast Regional Office. 3. Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)? Online users: a. El Yes ® No If yes, provide name of ACEC (see instructions to WPA Form 3 or MassDEP Include your Website for ACEC locations). Note: electronic filers click on Website. document :transaction b.ACEC number (provided on 4. Is any portion of the proposed project within an area designated as an Outstanding Resource Water your receipt (ORW) as designated in the Massachusetts Surface Water Quality Standards, 314 CMR 4.00? page)with all supplementary a. ❑ Yes ® No information you submit to the 5. Is any portion of the site subject to a Wetlands Restriction Order under the Inland Wetlands Department. Restriction Act(M.G.L. c. 131, § 40A)or the Coastal Wetlands Restriction Act(M.G.L. c. 130, § 105)? a. ❑ Yes ® No 6. Is this project subject to provisions of the MassDEP Stormwater Management Standards? a. ® Yes. Attach a copy of the Stormwater Report as required by the Stormwater Management Standards per 310 CMR 10.05(6)(k)-(q) and check if: 1.❑ Applying for Low Impact Development(LID) site design credits (as described in Stormwater Management Handbook Vol. 2, Chapter 3) 2.® A portion of the site constitutes redevelopment 3. Proprietary BMPs are included in the Stormwater Management System. b. ❑ No. Check why the project is exempt: 1.❑ Single-family house 2.❑ Emergency road repair 3.❑ Small Residential Subdivision (less than or equal to 4 single-family houses or less than or equal to 4 units in multi-family housing project)with no discharge to Critical Areas. wpaform3.doc•rev. 02/21/08 Page 6 of 8 Massachusetts Department of Environmental Protection Provided by MassoEP.' ' ^ Bureau of Resource Protection -Wetlands MassDEP File Number- WPA Form 3 - Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Document transaction Number Salem Cityrrown D. Additional Information Applicants must include the following with this Notice of Intent(NOI). See instructions for details. Online Users: Attach the document transaction number(provided on your receipt page)for any of the following information you submit to the Department. 1. 0 USGS or other map of the area (along with a narrative description, if necessary) containing sufficient information for the Conservation Commission and the Department to locate the site. (Electronic filers may omit this item.) 2. ® Plans identifying the location of proposed activities (including activities proposed to serve as a Bordering Vegetated Wetland [BVW] replication area or other mitigating measure) relative to the boundaries of each affected resource area. 3. ❑ Identify the method for BVW and other resource area boundary delineations (MassDEP BVW Field Data Form(s), Determination of Applicability, Order of Resource Area Delineation, etc.), and attach documentation of the methodology. 4. 2 List the titles and dates for all plans and other materials submitted with this NOI. Proposed Public Access Facility Improvements Boat Ramp and Floating Docks (3 sheets) a.Plan Title Fay Spofford &Thorndike, LLC David P. Anderson, PE b. Prepared By c.Signed and Stamped by March 2008 As noted d.Final Revision Date e. Scale f.Additional Plan or Document Title g. Date 5. ❑ If there is more than one property owner, please attach a list of these property owners not listed on this form. 6.❑ Attach proof of mailing for Natural Heritage and Endangered Species Program, if needed. 7. ® Attach proof of mailing for Massachusetts Division of Marine Fisheries, if needed. 8. 0 Attach NOI Wetland Fee Transmittal Form 9. 0 Attach Stormwater Report, if needed. E. Fees 1. ® Fee Exempt: No filing fee shall be assessed for projects of any city, town, county, or district of the Commonwealth, federally recognized Indian tribe housing authority, municipal housing authority, or the Massachusetts Bay Transportation Authority. Applicants must submit the following information (in addition to pages 1 and 2 of the NOI Wetland Fee Transmittal Form)to confirm fee payment: N/A Exempt 2.Municipal Check Number 3.Check date N/A Exempt 4.State Check Number 5. Check date N/A Exempt 6.Payor name on check:First Name 7. Payor name on check: Last Name wpaform3.doc•rev.02/21/08 Page 7 of 8 03/25/2008 17: 41 978-744-7225 SALEM COUNC ON AGNG PAGE 02/02 Massachusetts Department of Environmental Protection PMQdpu EYMgg"156ys; . >. Bureau of Resource Protection Wetlands r 7vtassDEP�IIe NUIti'ber �� ! WPA Form 3 — Notice of Intent Massachusetts Wetlands Protection Act M.G.L. c. 131, §40Salem F• Signatures and Submittal Requirements CtwTown _-- I hereby certify under the penalties of perjury that the foregoing Notice of Intent and accompanying plans, . documents, and supporting data are true and complete to the best of my knowledge. I understand that the Conservation Commission will plaee,notlfication of this Notice in a local newspaper at the expense of the applicant in accordance with the wetlands regulations,310 CMR 10.05(5)(a). I further certify under penalties of perjury that all abutters were notified of this application, pursuant to the requirements of M.G.L. c. 131, §40. Notice must be made by Certificate of Mailing or in writing by hand delivery or certified mail (return receipt requested) to all abutters within 100 feet of the property line of the projectc�tt llloo/cation. �J atUu"plicant 2.Dal �/—�- 3'Sf re of opo ner(if different) �.JI 4,Date 5.Signatu a of aoresentailve(If anyj�— S.Date For Conservation Commission. tt?�copies of the completed Notice of Intent(Form 3), including supporting plans and documents, two copies of the m f Wetland Fee Transmittal Form, and the city/town fee payment, to the Conseniation Commission by certified mail or hand delivery, For MassDEP: One copy of the completed Notice of Intent (Form 3), including supporting plans and documents, one copy of the NO] Wetland Fee Transmittal Form, and a copy of the state fee payment to the MassDEP Regional Office (see Instructions) by certified mail or hand delivery, Other: If the applicant has checked the"yes"box in any part of Section C, Item 3, above, refer to that section and the Instructions for additional submitta requirements. The original and copies must be sent simultaneously. Failure by the applicant to send copies in a timely manner may result in dismi rssal of the Notice of Intent. wpaform3.doc•rev.02/21108 Page 8 of a NOTICE OF INTENT WETLAND FEE TRANSMITTAL FORM Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands NOI Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Important: A. Applicant Information When filling out forms on the 1. Applicant: computer, use only the tab key Doug Bollen, Director and Douglas H. Cameron, Asst. Director, to move your a. First Name MA Office of Fishing and Boating Access cursor-do not use the return City of Salem c/o Recreation Department key. c.Organization 5 Broad Street L d.Mailing Address Salem MA 01970 e.City/Town f.State g.Zip Code " 978.744.0180 978.744.7225 dbollen@salem.com h. Phone Number i. Fax Number I.Email Address - 2. Property Owner(if different): Doug Bollen, Director a. First Name b.Last Name City of Salem c/o Recreation Department c.Organization 5 Broad Street d Mailing Address Salem MA 01970 e.City/Town f.State g.Zip Code (978) 744-0180 978.744.7225 dbollen@salem.com h.Phone Number i. Fax Number I. Email Address 3. Project Location: 24 Kernwood Street Salem a. Street Address b.City/Town To calculate B. Fees fling fees, refer to the category The fee should be calculated using the following six-step process and worksheet. Please see fee list and 9 9 P examples in the Instructions before filling out worksheet. instructions for - filling out WPA Step 1/Type of Activity: Describe each type of activity that will occur in wetland resource area and Form 3(Notice of Intent). buffer zone. Step 2/Number of Activities: Identify the number of each type of activity. Step 3/Individual Activity Fee: Identify each activity fee from the six project categories listed in the instructions. Step 4/Subtotal Activity Fee: Multiply the number of activities (identified in Step 2) times the fee per category(identified in Step 3) to reach a subtotal fee amount. Note: If any of these activities are in a Riverfront Area in addition to another Resource Area or the Buffer Zone, the fee per activity should be multiplied by 1.5 and then added to the subtotal amount. Step 51Total Project Fee: Determine the total project fee by adding the subtotal amounts from Step 4. Step 6/Fee Payments: To calculate the state share of the fee, divide the total fee in half and subtract $12.50. To calculate the city/town share of the fee, divide the total fee in half and add $12.50. WpaformIdm•Wetland Fee Transmittal Form•rev.2/21/08 Page 1 of 2 i Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands NOI Wetland Fee Transmittal Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Fees (continued) Step 1/Type of Activity Step 2/Number Step Step 4/Subtotal Activity of Activities 3/Individual Fee Activity Fee N/A Exempt Step 6/Total Project Fee: Step 6/Fee Payments: Total Project Fee: Exempt a.Total Fee from Step 5 State share of filing Fee: b. 1/2 Total Fee less$12.50 City/Town share of filling Fee: a 1/2 Total Fee Plus$12.50 C. Submittal Requirements a.) Complete pages 1 and 2 and send with a check or money order for the state share of the fee, payable to the Commonwealth of Massachusetts. Department of Environmental Protection Box 4062 Boston, MA 02211 b.) To the Conservation Commission: Send the Notice of Intent or Abbreviated Notice of Intent; a copy of this form; and the city/town fee payment. To MassDEP Regional Office (see Instructions):Send a copy of the Notice of Intent or Abbreviated Notice of Intent; a copy of this form; and a copy of the state fee payment. (E-filers of Notices of Intent may submit these electronically.) Wpaform3 doc•Wetland Fee Transmittal Form•rev.221/08 Page 2 of 2 LOCATION PLAN Fay, Spofford & Thorndike, LLC March 2008 Location Plan Not to scale Reconstructive Maintenance of Existing Public Access Boat Ramp 24 Kemwood Street Salem, MA T ocus 7��r G � jt j� Lr` 1 &fly aPomr� �N- e'a� a Neck �Jdr"",� •n, �:- al� °r ;, a yeari0l } 4 � .- 1; �•G� .t ! .$' 'r ��l ands. �a� f r ' \ � 1 :^.. say �Sw Vo c -�°� a r� / ✓pe frfo; Y Can6 Kna �' `i''" wr �` 6 ' x •��'�' PV,R Na7Potie tea/ `n' y Re° z i t� C$�le� a � • �� "� riL Y"ya orpmo �. �.i i5alrt Te mnM �/ SOU7 Y/c .'. Cloutman' - - s ion • ' �9� �( � ti�� -+...-+ ,. / yL ai : 9 folear z � �� >•< �' � � ,i -Palm :. n � >��?'T-. { - ♦ i�jl ..� -rY, _ Lcaswoinr S�;,EMI �,yz 1 '.v, t Ls��. �j ie HM/ki30 4WVv l� e�,e9 Source: MassGIS Scanned Quads—July 1996 R:\TS-027-PAB-SALEM\07-EnviroPermit5\SalemConComm\Location Plan.doc PROJECT NARRATIVE Fay, Spofford & Thorndike, LLC March 2008 Kemwood Street Boat Ramp, Salem Project Description for the Notice of Intent filed under the Massachusetts Wetland Protection Act and the City of Salem Wetlands Restriction Ordinance for Reconstructive Maintenance of the Kernwood Street Public Access Boat Ramp Salem, MA DESCRIPTION The subject Notice of Intent is made for the reconstructive maintenance of the existing, water dependent public access boat ramp at Kemwood Street in Salem, MA. The original construction documents for the ramp are dated 1967 as prepared by the Department of Public Works, Division of Waterways, under Contract No. 34. The City of Salem and the Massachusetts Department of Fish and Game through the Office of Fishing and Boating Access (OFBA)have determined the need for the work. The work of this project does not include the adjacent paved parking and queuing area. The Office of Fishing and Boating Access recognizes that Stormwater Management improvements will require consideration when the paved area requires reconstruction. Demolition of the existing concrete ramp and reconstruction activities will be confined within a cofferdam to be designed by the contractor so that all work will be performed"in the dry". A-floating silt-curtain willbe positioned outboard of the cofferdam and'all-dewatering, pump discharges mill,be directed-between the cofferdam and the curtain;, Excavation to the required subgrade limits will be accomplished by mechanical methods. All excess material will be removed from the site and properly disposed of and all work will be in accordance with contract standards prepared by the Office of Fishing and Boating Access. The clear width of the reconstructed concrete ramp surface will be made consistent with a requirement_for-.30 ft7.which is-approximately..2:feet_wider-than the existing at 28:fttr-In) addition,--a-row of 6 A..`wide pileheld floating boarding docks is proposed along the:South side of;the ramp to facilitate-launching and loading of boats in a safe,and"efficient manner. 7 The existing rip rap armor-stone_will be expanded due to the widening of the ramp and it will,> support and-protect both sides of the ramp.-* The length of the reconstructed ramp will increase by approximately 5 ft. and the profile will be=increased to-15%:(i.e made_steeper)ito improve boat launching and loading throughout the tide range. The-finished"grade=at-the:outboard end-of the=reconstructed_ramp will be El-=..i 4:0-ft:_Mean_L-o_w Water_datum;-approximately_3.7 ft below the-existing-ground-at El- 0.3-ft.� Precast concrete propeller,(prop)_washpads will be positioned outboard of the end ofthe> tramp-to=protectthe underlying material,from-erosion caused by boat operations_ R:\TS-027-PAB-SALEM\07-EnviroPe its\DEPWetlmdProAct\ProjDescResAreaslmpact.doc I Fay, Spofford & Thorndike, LLC March 2008 Kernwood Street Boat Ramp, Salem COASTAL RESOURCE AREAS Resource areas were determined based on the applicable sections of the Wetlands Protection Act, 310 CMR 10.00, site survey of existing conditions, and proposed work. 310 CMR 10.04 Land Subject to Coastal Storm Flowage By its very nature, the existing ramp is largely within Land Subject to Coastal Storm Flowage. FEMA Flood Maps show that the project site is largely within Flood Zone A2 (10) or El 14.5 based on Mean Low Water datum. We do not anticipate that the reconstructed project will significantly restrict coastal storm flowage or cause a significant increase in flood stage or flow velocity. 310 CMR 10.25 Land Under the Ocean CApproximately 23--linear-ft-of the reconstructed ramp—is—withinn_L-and Under-the Ocean- (L-Q%7 as_measured along the consfiuction baseline; outboard from the Mean Low.Watcr linea,The, ,LUO-impact area-isapproximately-1:,273 s.f."and-includes.a=portion ofthe ramp;propwash* pads;and=excavation on=the North;East and South sides ofthe_ramp. Reconstruction of the water-dependent boat ramp is designed using best available measures to minimize adverse effects on marine fisheries habitat by use of a cofferdam to construct the work"in the dry" and sloped transitions from existing ground to the reconstructed ramp that are gradual and open at the outboard end. Therefore, we do not anticipate that the reconstructed ramp will restrict water circulation or the distribution of sediment. We are not aware of the presence of any eelgrass or widgeon grass beds, or high densities of polychaetes, mollusks or macrophytic algae. 310 CMR 10.27 Coastal Beach rApprozimately=749=square ft-of-CoastaFBeach=(CB)=will-be impacted_by-extending_ther existing-rip-rap-slopes-on theNorthand'South-sides of the ramp forsupport- We do not anticipate that the addition of rip rap armor stone will cause a significant increase in erosion or significant decrease in volume or form of the beach or adjacent beaches as they function to prevent storm damage and control flooding because the rip rap armor stone is sloped and transitions are smooth. Therefore, we do not anticipate a concentration of wave energy that would erode the beach. The existing water circulation and water quality characteristics, and distribution of sediment are largely established by the existing ramp and we do not anticipate that the proposed work will cause a significant adverse impact to those interests. R:\TS-027-PAB-SALEW07-EnviroPermits\DEPWetlandProAct\ProjDescResAremImpact.doe 2 Fay, Spofford & Thorndike, LLC March 2008 Kemwood Street Boat Ramp, Salem 310 CMR 10.30 Coastal Bank The existing boat ramp crosses the Coastal Bank and existing rip rap armor stone covers the bank on each side of the ramp. alt-is-our_opinion that the-bank is_a buffer_to storm_waters and.* is-not a source'-of sediment to-the-adjacent beach. The design for reconstructive maintenance of the ramp will involve approximately 68 ft. of, Coastal'Bank and will not have an adverse effect on the stability of the bank? 310 CMR 10.32 Salt Marsh The work of the project is within the buffer zone to Salt Marsh. Salt Marsh is found approximately 65 ft North of the centerline of the ramp, and North of the adjacent pier. Salt Marsh is also found approximately 140 ft south of the centerline of the ramp. No work is proposed in the resource area. The proposed.cofferdam and floating_sil-t_curtain, that--surrounds the-work of the boat-ramp;_and-the.silt_fence-proposed-at-the top of bank will delineate-areas-,of-work-and-protect the resourcc:-s- R:\TS-027-PAB-SALEM\07-EnviroPermits\DEPWetlandProAct\ProjDescResAremlmpact.doc 3 STORMWATER REPORT Fay, Spofford & Thorndike, LLC March 2008 Kernwood Street Boat Ramp, Salem STORMWATER REPORT TO ACCOMPANY THE NOTICE OF INTENT FOR RECONSTRUCTIVE MAINTENANCE OF THE KERNWOOD STREET BOAT RAMP 24 KERNWOOD STREET SALEM, MA March 2008 Prepared for: City of Salem, Recreation Department Doug Bollen,Director 5 Broad Street Salem, MA 01970 and the Massachusetts Office of Fishing and Boating Access Douglas Cameron,Assistant Director 1440 Soldiers Field Rd _ybsWfi,MA 02135 Prepared by: Fay, Spofford & Thorndike, LLC David P. Anderson, PE 5 Burlington Woods Burlington,MA 01803 Phone 781.221.1000 I have reviewed the Stormwater Report ds contained herein and have determined that the Report is accurate and accuratel- ens at the site as of this date. s DA M P. •`�\; D BO' v C 9 I C a 9B /e�, JONAt F.t �d ' Registered Profession gni eer Seal, Signature and Date R:\TS-027-PAB-SALEM\07-EnviroPerrnits\DEPWetlandProAct\SalemStortnwaterReport.doc 1 Fay, Spofford& Thorndike, LLC March 2008 Kemwood Street Boat Ramp, Salem DESCRIPTION The subject Notice of Intent is made for the reconstructive maintenance of the existing, water dependent public access boat ramp at Kemwood Street in Salem, MA. The original construction documents for the ramp are dated 1967 as prepared by the Department of Public Works, Division of Waterways, under Contract No. 34. The City of Salem and the Massachusetts Department of Fish and Game through the Office of Fishing and Boating Access (OFBA) have determined the need for the work. The work of this project does not include the adjacent paved parking and queuing area. The Office of Fishing and Boating Access recognizes that Stormwater Management improvements will require consideration when the paved area requires reconstruction. Demolition of the existing concrete ramp and reconstruction activities will be confined within a cofferdam to be designed by the contractor so that all work will be performed"in the dry". A floating silt curtain will be positioned outboard of the cofferdam and all dewatering pump discharges will be directed between the cofferdam and the curtain. Excavation to the required subgrade limits will be accomplished by mechanical methods. All excess material will be removed from the site and properly disposed of and all work will be in accordance with contract standards prepared by the Office of Fishing and Boating Access. The clear width of the reconstructed concrete ramp surface will be made consistent with a requirement for 30 ft., which is approximately 2 feet wider than the existing at 28 ft. In addition, a row of 6 ft. wide, pile held, floating boarding docks is proposed along the South side of the ramp to facilitate launching and loading of boats in a safe and efficient manner. The existing rip rap armor stone will be expanded due to the widening of the ramp and it will support and protect both sides of the ramp. The length of the reconstructed ramp will increase by approximately 5 ft. and the profile will be increased to 15% (i.e. made steeper) to improve boat launching and loading throughout the tide range. The finished grade at the outboard end of the reconstructed ramp will be El—4.0 ft. Mean Low Water datum, approximately 3.7 ft below the existing ground at El—0.3 ft. Precast concrete propeller (prop)wash pads will be positioned outboard of the end of the ramp to protect the underlying material from erosion caused by boat operations. PLANS Please refer to the plans identified and included with this Notice of Intent. PROJECT TYPE It is our opinion that the proposed reconstructive maintenance of the existing public access boat ramp is a Redevelopment Project. R:\TS-027-PAB-SALEM\07-EnviroP=its\DEPWetlandProAct\SalemStormwaterReport.doc 2 Fay, Spofford& Thomdike, LLC March 2008 Kemwood Street Boat Ramp, Salem Massachusetts Stormwater Management Standards and response by Fay, Spofford &Thorndike, LLC follow: Standard 1: No New Untreated Discharges FST Response: Standard met. The proposed reconstructive maintenance of the existing water dependent boat ramp does not include new stormwater discharges. Standard 2: Peak Rate Attenuation FST Response: Not applicable. Waiver requested because the project is located in Land Subject to Coastal Storm Flowage. Standard 3: Recharge FST Response: Not applicable. Stormwater recharge is not proposed due to the water dependent nature of the existing ramp and considering that the majority of the ramp is at and below the level of Land Subject to Costal Storm Flowage at EL + 14.5 ML J- Therefore the majority of ramp is inundated on regular tide cycles and all of the surface will be subject to repeated washing from seawater dripping and running off boats and trailers pulled by tow vehicles through the usual course of activity at the ramp. It is our opinion that a stormwater recharge system is not practical and is not advised because it will be subject to inundation by seawater. Standard 4: Water Quality FST Response: Not applicable. The work of the project includes the existing public access boat ramp and does not include improvements to the adjacent parking and queuing area. We recommend that a good-housekeeping.practice fori_the parking_and=queuing-area-may-include: regular sweeping_of the paved-sur Jace:,, Standard 5: Land Uses With Higher Potential Pollutant Loads (LUHPPLs) FST Response: Not applicable. To our knowledge the launching and loading of boats and the existing ramp is not a land use with higher potential pollutant loads. Standard 6: Critical Areas FST Response: Not applicable. The proposed reconstructive maintenance of the existing water dependent boat ramp does not include new stormwater discharges. To our knowledge the project site is not located in a critical area. We find that the Massacusetts Surface Water Quality Standards at 314 CMR 4.00 indicate the marine waters at the site are classified as Class SB as indicated in Table 23. R:\TS-027-PAB-SALEM\07-EnviroPermits\DEPWetlandProAct\SalemstormwaterReport.doc 3 Fay, Spofford&Thorndike, LLC March 2008 Kernwood Street Boat Ramp, Salem Standard 7: Redevelopments and Other Projects Subject to the Standards only to the maximum extent practicable FST Response: See responses to Standards 1-10. Standard 8: Construction Period Pollution Prevention and Erosion and Sedimentation Control FST Response: The plan to control construction related impacts, including erosion and sedimentation and other sources ofpollution during construction will be the:responsibility ofth" Construction Gontractor., Significant elements to the plan will include the cofferdam used to surround the entire waterside portion of the project and an additional measure of a f oating silt curtain seaward of the cofferdam. We note that the total boat ramp project area is approximately 0.25 acres, an area less than the I acre threshold far a NPDES Construction General Permit. The Massachusetts Stormwater Standard 8 informational requirements for a Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan includes: o Narrative; o Construction Period Operation and Maintenance Plan; o Names of Persons or Entity Responsible for Plan Compliance; o Construction Period Pollution Prevention Measures; ` o Erosion and Sedimentation Control Plan Drawings; �'CN\ o Detail drawings and specifications for erosion control BMPs, including sizing calculations; o Vegetation Planning; \ o Site Development Plan; \Y o Construction Sequencing Plan; o Sequencing of Erosion and Sedimentation Controls; o Operation and Maintenance of Erosion and Sedimentation Controls; o Inspection Schedule; o Maintenance Schedule; V o Inspection and Maintenance Log Form lY In addition to the informational requirements contained in the Massachusetts Stormwater Standard 8, we recommend consideration of the following to advance the Construction Period Pollution Prevention and Erosion and Sedimentation Control Plan elements to be prepared and implemented by the Construction Contractor to suit his/her unique approach to the work: R:\TS-027-PAB-SALEM\07-EnviroPermits\DEPWetlandProAct\SalemstormwaterReport.doe 4 Fay, Spofford &Thorndike, LLC March 2008 Kemwood Street Boat Ramp, Salem EROSIONAND SEDIMENTATION CONTROLS Temporary Controls: 1. Provide the cofferdam and floating silt curtain before the start of removal and reconstruction work. Maintain the cofferdam and silt curtain throughout the project. 2. Provide and maintain silt fences along the top of bank at the edge of existing pavement to protect all wetland resource areas before the start of construction operations. 3. Pumped discharges from dewatering shall be discharged between the cofferdam and floating silt curtain and shall not cause erosion of resource areas. 4. Areas outside the work limits that are disturbed shall be stabilized and restored to preconstruction condition as soon as possible. S. No stockpiling of materials or equipment will be permitted within resource areas. Temporary stockpiles shall be protected to prevent runoff. OTHER CONTROLS Waste Disposal: Waste Material 1. Construction waste will be collected in trucks and removed off-site when they can no longer be safely stored within the constraints of the project. Dumpsters will not be located in resource areas. 2. All waste will be removed from the site and legally disposed of. 3. No waste disposal will occur onsite. 4. All workers onsite will be informed of these policies. Hazardous Waste 1. All hazardous materials used onsite will be disposed of in a manner specified by the manufacturer of the material and as required by local, state, and Federal regulation. 2. Instruct site personnel using these materials in these practices. Sanitary Waste 1. At least 1 portable toilet will be provided for the workers' use. Provide additional facilities as necessary. 2. Sanitary waste from the site will be collected at least once per week by means of a licensed sanitary waste management contractor. Offsite Vehicle Tracking: 1. Surrounding streets in the vicinity of the site shall be inspected daily and swept if required during earthwork activities. 2. A stabilized-C6be provided at the vehicle entrances to reduce the tracking ofsediments by site vehicles. R:\TS-027-PAB-SALEM\07-EnviroPermits\DEPWetlandProAct\SalemStomwaterReport.doe 5 ' Fay, Spofford & Thorndike, LLC March 2008 Kernwood Street Boat Ramp, Salem 3. Haul vehicles will be required to cover their loads with a tarpaulin when leaving the site. 4. Vehicle cleaning on-site is permitted if runoff does not contaminate resource areas, drainage systems, or roadways and parking lots. Dust Control: 1. The contractor shall employ dust control measures to minimize the creation of airborne dust during the entire construction process. 2. Water will be used as required for dust control. MAINTENANCE AND INSPECTION PROCEDURES 1. All erosion control measures will be inspected at a minimum of once a week. The person responsible for the Contractor's operations onsite shall conduct the said inspections. 2. A monthly inspection report shall be filed in the Contractor's main offices and in the job site trailer. 3. All measures will be inspected within 24 hours after rainfall events of more than one-half inch ofprecipitation. 4. All measures will be maintained in good working order and repairs will be made to measures within 24 hours of being reported. 5. Built up sediment will be removed from the silt fences when it has reached one-third the height of the fence. 6. Silt fence lines will be inspected to ensure these measures are intact. INVENTORY FOR POLL UTION PREVENTION PLAN The following material may be present onsite: steel, concrete, masonry, stone and aggregates, plastic,forest products,paints, and petroleum-based products. SPILL PREVENTION Housekeeping Measures: 1. The Contractor's representative will inspect daily for proper use, storage, and cleanup of material used on the job site. 2. Store only enough material onsite required for that job as to satisfy current construction needs. 3. Store required materials in tightly lidded containers under cover. 4. Store materials in original containers with clearly legible labels. 5. Separate and store materials apart from each other. 6. Do not mix materials unless specifically in accordance with manufacturers' recommendations. R:\TS-027-PAB-SALEM\07-EnviroPemtits\DEPWetlandProAct\SalemStortnwaterReport.doe 6 Fay, Spofford &Thorndike, LLC March 2008 Kernwood Street Boat Ramp, Salem 7. Use all products from a container before disposing of the container. 8. Follow manufacturers' instructions for handling, storage, and disposing of all materials. Hazardous Materials: 1. Keep products in their original containers. 2. Original container labels should be clearly visible. 3. Material safety data sheets will be kept onsite and be available. 4. Follow all state, local, and Federal regulations regarding the handling, use, storage, and disposal of hazardous material. Petroleum Products: 1. Vehicles used onsite will be monitored for fuel and oil leaks. 2. Vehicles used onsite will be maintained in good working order. 3. Asphalt substances will be applied in accordance with manufacturers' recommendations. 4. The use of petroleum products as a release agent for asphalt transport trucks is prohibited. 5. Vehicle fueling will only be done off-site. Paints:. 1. All paint containers will be tightly sealed when not in use. 2. Remove excess paint in original labeled containers from the jobsite. 3. Paint will not be disposed of onsite. Remove excess paint material from the site and legally dispose of. Concrete Trucks: 1. Any waste concrete shall be immediately removed from the site and legally disposed offsite as required. Spill Control Practices: 1. Manufacturers'recommended spill control methods will be posted and site personnel will be made aware of the requirements. 2. Cleanup supplies will be kept onsite in a materials storage area. This equipment will include: goggles, brooms, dustpans, mops, rags, gloves, oil absorbent, sawdust, plastic and metal trash cans, and other materials and supplies specifically designated for cleanup. 3. All spills will be immediately cleaned up after discovery. 4. The spill area will be well ventilated. 5. Cleanup personnel will wear suitable protective clothing. 6. Spills of toxic and/or hazardous material will be reported to state, local, and Federal R:\TS-027-PAB-SALEM\07-EnviroPermitsOEPWetlandProAct\SalemStomwaterReport.doc - 7 Fay, P Spofford & Thorndike, LLC March 2008 Kerriwood Street Boat Ramp, Salem authorities, as required by law. Spills shall also be reported immediately to the owner. 7. A spill incident report will be filed detailing the amount and extent of the spill, material(s) involved, and effectiveness of the cleanup. This report will be on file at the Contractor's office, as well as kept onsite in the field office. 8. The Contractor will designate someone onsite that will serve as the Spill Cleanup Coordinator. At least two other personnel will be designated as alternate spill coordinators. All spill control personnel will be trained in spill prevention, control, and cleanup. The names of the responsible personnel will be posed at the jobsite office of the Contractor. Standard 9: Operation and Maintenance Plan FST Response: Not applicable. Stormwater management systems are not proposed. Standard 10: Prohibition of Illicit Discharges FST Response: Based on a March 20, 2008 discussion with the Doug Bollen, Director of the City of Salem Recreation Department, and review of existing site conditions, there are no stormwater management systems in the boat ramp and we are not aware of any illicit discharges. R:\TS-027-PAB-SALEM\07-EnviroPermits\DEPWetlandProAct\SalemStormwaterReport.doc 8 CITY OF SALEM ABUTTER LIST Patriot Properties Salem 04/23/2007 Abutters List 11:02:47AM Filter Used: .DataProperty.Parce[ID='28-0002-0'OR.DataProperty.Parce[ID='28.0019-0'OR DataProperty.Parce[[D='28-0018-1'OR DataProperty.Parcelll)= '28-0017-0' - - CITY OF SALEM ASSES TORS' OFFICE SALEM,MA 01970 4�9.1 I�711 ty ngm,po�Aj gru.j- IR IN "l, IN I I IN i�, Tll Iffilr"ll! N1 .1 ' 'MR TMif Parcelli) Location Owner ----Co-owner Mailing Address City State Zip 28-0002-0 2 KERNWOOD STREET KERNWOOD COUNTRY CLUB C/O ACCOUNTS PAYABLE 1 KERNWOOD STREET SALEM MA 01970 28-0017-0 12 KERNWOOD STREET NEW ENGLAND POWER CO PROPERTY TAX DEPT 25 RESEARCH AVENUE WESTBOROUGH MA 01581 28-0018-1 24 KERNWOOD STREET ALGONQUIN GAS TRANS CO PO BOX 1642 HOUSTON TX 77251-1642 28-0019-0 19 KERNWOOD STREET KERNWOOD COUNTRY CLUB C/O ACCOUNTS PAYABLE 1 KERNWOOD STREET SALEM MA 01970 End of Report Use Avery@TEMPIATE51621 t1 1-800-GO-AVERY t1 � AVERY® 51620 LUC: 428 ALGONQUIN GAS TRANS CO PO BOX 1642 HOUSTON TX 77251-1642 LUC: 805 KERNWOOD COUNTRY CLUB C/O ACCOUNTS PAYABLE 1 KERNWOOD STREET SALEM MA 01970 LUC: 083 KERNWOOD COUNTRY CLUB C10 ACCOUNTS PAYABLE 1 KERNWOOD STREET SALEM MA 01970 LUC: 423 NEW ENGLAND POWER CO PROPERTY TAX DEPT 25 RESEARCH AVENUE WESTBOROUGH MA 01581 fAl AN3AV-0"08-L ®ZgLS3jege5aIzasg� — - ........... ABUTTER NOTIFICATION AFFIDAVIT OF SERVICE Under the Massachusetts Wetlands Protection Act (MGL Chap.131, Sec.40) I, David P. Anderson, hereby certify under the pains and penalties of perjury that on March 27, 2008, I gave notification to abutters in compliance with the second paragraph of Massachusetts General Laws Chapter 131, Section 40, in connection with the following matter: A Notice of Intent filed under the Massachusetts Wetlands Protection Act by the City of Salem Park & Recreation and the Massachusetts Office of Fishing and Boating Access with the Salem Conservation Commission on March 27, 2008 to reconstruct and maintain the existing public access boat ramp with floating boarding docks and miscellaneous work at 24 Kernwood Street. The form of the notification, and a list of the abutters to whom it was given, and their addresses, are attached to the Affidavit of Service. David P. Anderson, P.E. Date Project Manager R:\TS-027-PAI-SALEM\07-EnviroPermits\SalemConComm\Affidavit of service.doc FAY,SPOFFORD&i THORNDIKE ENGINEERS 5 Burlington Woods s Burlington, 0180 u Toll Free:800.835.9666 03 � MA 3 T:781.221.1000 F:781.229.1115 a i9i9 www.fstinc.com CERTIFIED MAIL March 27, 2008 Kemwood Country Club C/O Accounts Payable 1 Kemwood Street Salem, MA 01970 Parcel 111)(s): 28-0002-0 Re: Proposed Reconstruction of Kernwood St.Public Boat Ramp, Salem,MA Submission of Notice of Intent Dear Sir/Madam: Fay, Spofford & Thorndike, LLC (FST) is writing on behalf of the Applicant, the City of Salem Park & Recreation and Massachusetts Office of Fishing and Boating Access, to notify you that FST has filed a Notice of Intent for the referenced project with the Salem Conservation Commission, pursuant to the Massachusetts Wetlands Protection Act. Please refer to the enclosed; CITY OF SALEM CONSERVATION COMMISSION NOTICE OF PUBLIC HEARING NOTIFICATION TO ABUTTERS Under the Massachusetts Wetlands Protection Act &the City of Salem Wetlands Protection Ordinance Any changes to the scheduled date and time of the hearing can be obtained by calling the Salem Conservation Commission at 978-619-5685 or me at 781-221-1000. Please do not hesitate to review the materials and/or attend the public hearing should you have questions or concerns about the proposed project. Very truly yours, FAY, SPOFFORD& THORNDIKE, LLC By DaviA P. Anderson, P.E. Project Manager R:\TS-027-PAB-SALEM\07-EnviroPermits\SalemConCommWbutter Form Letter Kernwood2.doc ENGINEERS - PLANNERS - SCIENTISTS Trusted Par icrs for Design Solutions CITY OF SALEM CONSERVATION COMMISSION NOTICE OF PUBLIC HEARING NOTIFICATION TO ABUTTERS Under the Massachusetts Wetlands Protection Act &the City of Salem Wetlands Protection Ordinance A Public Hearing will be held at the City Hall Annex 120 Washington Street, Salem, MA 01970 at: 6 pm on April 10, 2008 To consider a Notice of Intent Of the City of Salem park&Recreation and Massachusetts Office of Fishing and Boating Access For the property located at 24 Kernwood St., Salem, MA For a proposal to reconstruct and maintain the existing public access boat ramp with floating boarding docks and miscellaneous work. This is a joint hearing under the requirements of G.L. Ch 131 Section 40, as amended, and the Salem Wetlands Protection Ordinance and Regulations. Plans are available at the Department of Planning and Community Development at the City Hall Annex 120 Washington Street Salem, MA from 8 am- 4 pm Monday— Wednesday, 8 am -7 pm on Thursday, and 8 am- 12 pm on Friday. For information call the Conservation Agent at 978-619-5685. Note: Notice of the public hearing, including its date,time and place,will be published at least a week prior to the meeting date in The Salem News. Note: Notice of the public hearing, including its date,time, place,will be posted on the Public Meetings Bulletin Board in Salem City Hall not less than 48-hours in advance. Note: You also may contact the Salem Conservation Commission or the nearest Department of Environmental Protection Regional Office for more information about this application or the Wetlands Protection Act. To contact DEP call: Central Region: (508) 792-7650 <J Northeast Region: (978) 694-3200 Southeast Region: (508)946-2714 Western Region: (413) 784-1100 R:\TS-027-PAB-SALEM\07-EnviroPermits\SalemConComm\Salem PAB Notification to Abutters Template.2.doc FAY,SPOFFORD& THORNDIKE ENGINEERS 5 Burlington Woods /- Burlington,MA 01803 Toll Free:800.835.8666 FF g f T:781.221.1000 - F:781229.1115 re 1914 - wwwfsrinc.com CERTIFIED MAIL March 27, 2008 New England Power Co. Property Tax Dept. 25 Research Avenue Westborough,MA 0 15 81 Parcel ID(s): 28-0017-0 Re: Proposed Reconstruction of Kernwood St.Public Boat Ramp, Salem,MA Submission of Notice of Intent Dear Sir/Madam: Fay, Spofford & Thorndike, LLC (FST) is writing on behalf of the Applicant, the City of Salem Park & Recreation and Massachusetts Office of Fishing and Boating Access, to notify you that FST has filed a Notice of Intent for the referenced project with the Salem Conservation Commission, pursuant to the Massachusetts Wetlands Protection Act. Please refer to the enclosed; CITY OF SALEM CONSERVATION COMMISSION NOTICE OF PUBLIC HEARING NOTIFICATION TO ABUTTERS Under the Massachusetts Wetlands Protection Act &the City of Salem Wetlands Protection Ordinance Any changes to the scheduled date and time of the hearing can be obtained by calling the Salem Conservation Commission at 978-619-5685 or me at 781-221-1000. Please do not hesitate to review the materials and/or attend the public hearing should you have questions or concerns about the proposed project. Very truly yours, FAY, SPOFFORD &THORNDIKE, LLC By, David P. Anderson,P.E. Project Manager R:\TS-027-PAB-SALEM\07-EnviroPermits\SalemConCommFAbutter Form Letter Kemwood 12.doc ENGINEERS - PLANNERS - SCIENTISTS Trusted Partners for Design Solutions CITY OF SALEM CONSERVATION COMMISSION NOTICE OF PUBLIC HEARING NOTIFICATION TO ABUTTERS Under the Massachusetts Wetlands Protection Act &the City of Salem Wetlands Protection Ordinance A Public Hearing will be held at the City Hall Annex 120 Washington Street, Salem,MA 01970 at: 6 pm on April 10, 2008 To consider a Notice of Intent Of the City of Salem Park&Recreation and Massachusetts Office of Fishing and Boating Access For the property located at 24 Kernwood St., Salem MA For a proposal to reconstruct and maintain the existing public access boat ramp with floating boarding docks and miscellaneous work. This is a joint hearing under the requirements of G.L. Ch 131 Section 40, as amended, and the Salem Wetlands Protection Ordinance and Regulations. Plans are available at the Department of Planning and Community Development at the City Hall Annex 120 Washington Street Salem, MA from 8 am- 4 pm Monday— Wednesday, 8 am -7 pm on Thursday, and 8 am- 12 pm on Friday. For information call the Conservation Agent at 978-619-5685. Note: Notice of the public hearing, including its date,time and place,will be published at least a week prior to the meeting date in The Salem News. Note: Notice of the public hearing, including its date,time,place,will be posted on the Public Meetings Bulletin Board in Salem City Hall not less than 48-hours in advance. Note: You also may contact the Salem Conservation Commission or the nearest Department of Environmental Protection Regional Office for more information about this application or the Wetlands Protection Act. To contact DEP call: Central Region: (508) 792-7650 QQ Northeast Region: (978)694-3200 Southeast Region: (508)946-2714 Western Region: (413)784-1100 R:\TS-027-PAB-SALEM\07-EnviroPermits\SalemConComm\Salem PAB Notification to Abutters Template.2.doc FAY,SPOFFORD&e THORN DIKE ENGINEERS 5 Burlington Woods Burlington,MA 01803 E Toll Free:800.835.8666 ,', T:781.221.1000 _ F.781.229.1115 �n�e i9i4 www,fstinc.com CERTIFIED MAIL March 27, 2008 Kernwood Country Club C/O Accounts Payable I Kernwood Street Salem,MA 01970 Parcel ID(s): 28-0019-0 Re: Proposed Reconstruction of Kernwood St.Public Boat Ramp, Salem,MA Submission of Notice of Intent Dear Sir/Madam: Fay, Spofford & Thorndike, LLC (FST) is writing on behalf of the Applicant, the City of Salem Park & Recreation and Massachusetts Office of Fishing and Boating Access, to notify you that FST has filed a Notice of Intent for the referenced project with the Salem Conservation Commission, pursuant to the Massachusetts Wetlands Protection Act. Please refer to the enclosed; CITY OF SALEM CONSERVATION COMMISSION NOTICE OF PUBLIC HEARING NOTIFICATION TO ABUTTERS Under the Massachusetts Wetlands Protection Act &the City of Salem Wetlands Protection Ordinance Any changes to the scheduled date and time of the hearing can be obtained by calling the Salem Conservation Commission at 978-619-5685 or me at 781-221-1000. .Please do not hesitate to review the materials and/or attend the public hearing should you have questions or concerns about the proposed project. Very truly yours, FAY, SPOFFORD &THORNDIKE, LLC By )J. kL1 David P. Anderson,P.E. Project Manager R:\TS-027-PAB-SALEM\07-EnviroPermits\SalemConComm\Abutter Form Letter Kemwood 19.doo ENGINEERS - PLANNERS - SCIENTISTS Trusted Partners for Design Solutions CITY OF SALEM CONSERVATION COMMISSION NOTICE OF PUBLIC HEARING NOTIFICATION TO ABUTTERS Under the Massachusetts Wetlands Protection Act &the City of Salem Wetlands Protection Ordinance A Public Hearing will be held at the City Hall Annex 120 Washington Street, Salem,MA 01970 at: 6 pm on April 10, 2008 To consider a Notice of Intent Of the City of Salem park&Recreation and Massachusetts Office of Fishing and Boating Access For the property located at 24 Keinwood St., Salem, MA For a proposal to reconstruct and maintain the existing public access boat ramp with floating boarding docks and miscellaneous work. This is a joint hearing under the requirements of G.L. Ch 131 Section 40, as amended, and the Salem Wetlands Protection Ordinance and Regulations. Plans are available at the Department of Planning and Community Development at the City Hall Annex 120 Washington Street Salem, MA from 8 am- 4 pm Monday — Wednesday, 8 am -7 pm on Thursday, and 8 am- 12 pm on Friday. For information call the Conservation Agent at 978-619-5685. Note: Notice of the public hearing, including its date,time and place, will be published at least a week prior to the meeting date in The Salem News. Note: Notice of the public hearing, including its date,time, place, will be posted on the Public Meetings Bulletin Board in Salem City Hall not less than 48-hours in advance. Note: You also may contact the Salem Conservation Commission or the nearest Department of Environmental Protection Regional Office for more information about this application or the Wetlands Protection Act. To contact DEP call: Central Region: (508) 792-7650 QNortheast Region: (978)694-3200 Southeast Region: (508)946-2714 Western Region: (413) 784-1100 R:\TS-027-PAB-SALEM\07-EnviroPemits\SalemConComm\Salem PAB Notification to Abutters Template2doc FAY,SPOFFORD& THORNDIKE ENGINEERS5 Burlington Woods Burlington,MA 01803 Toll Free:800.835.8666 ^1 - T:781221.1000 F.761229.1115 e t9t4 www.fstinc.com CERTIFIED MAIL March 27,2008 Algonquin Gas Trans. Co. P.O. Box 1642 Houston, TX 77251-1642 Parcel ID(s): 28-0018-1 Re: Proposed Reconstruction of Kernwood St.Public Boat Ramp, Salem,MA Submission of Notice of Intent Dear Sir/Madam: Fay, Spofford & Thorndike, LLC (FST) is writing on behalf of the Applicant, the City of Salem Park & Recreation and Massachusetts Office of Fishing and Boating Access, to notify you that FST has filed a Notice of Intent for the referenced project with the Salem Conservation Commission, pursuant to the Massachusetts Wetlands Protection Act. Please refer to the enclosed; CITY OF SALEM CONSERVATION COMMISSION NOTICE OF PUBLIC HEARING NOTIFICATION TO ABUTTERS Under the Massachusetts Wetlands Protection Act &the City of Salem Wetlands Protection Ordinance Any changes to the scheduled date and time of the hearing can be obtained by calling the Salem Conservation Commission at 978-619-5685 or me at 781-221-1000. Please do not hesitate to review the materials and/or attend the public hearing should you have questions or concerns about the proposed project. Very truly yours, FAY, SPOFFORD& THORNDIKE, LLC By David P. Anderson, P.E. Project Manager R:\TS-027-PAB-SALEM\07-EnviroPermits\SalemConComm\Abutter Form Letter Kemwood 24.doc ENGINEERS - PLANNERS - SCIENTISTS Trusted Partners forDesign Solutions • I CITY OF SALEM CONSERVATION COMMISSION NOTICE OF PUBLIC HEARING NOTIFICATION TO ABUTTERS Under the Massachusetts Wetlands Protection Act &the City of Salem Wetlands Protection Ordinance A Public Hearing will be held at the City Hall Annex 120 Washington Street, Salem,MA 01970 at: 6 pm on April 10, 2008 To consider a Notice of Intent Of the City of Salem park&Recreation and Massachusetts Office of Fishing and Boating Access For the property located at 24 Kernwood St., Salem, MA For a proposal to reconstruct and maintain the existing public access boat ramp with floating boarding docks and miscellaneous work. This is a joint hearing under the requirements of G.L. Ch 131 Section 40, as amended, and the Salem Wetlands Protection Ordinance and Regulations. Plans are available at the Department of Planning and Community Development at the City Hall Annex 120 Washington Street Salem, MA from 8 am- 4 pm Monday — Wednesday, 8 am -7 pm on Thursday, and 8 am- 12 pm on Friday. For information call the Conservation Agent at 978-619-5685. Note: Notice of the public hearing, including its date,time and place, will be published at least a week prior to the meeting date in The Salem News. Note: Notice of the public hearing, including its date,time,place,will be posted on the Public Meetings Bulletin Board in Salem City Hall not less than 48-hours in advance. Note: You also may contact the Salem Conservation Commission or the nearest Department of Environmental Protection Regional Office for more information about this application or the Wetlands Protection Act. To contact DEP call: Central Region: (508) 792-7650 Q. Northeast Region: (978)694-3200 Southeast Region: (508) 946-2714 Western Region: (413) 784-1100 R:\TS-027-PAB-SALEM\07-EnviroPemits\SalemConComm\Salem PAB Notification to Abutters Template.2.doc FAY•SPOFFoPD&t THORNDtKE ENGINEERS s Burlington woods Burlington,MA 01803 Toll Free:800.835.8666 T:781.221.1000 F:781.229.1115 Since 1914 www.Esrinacom CERTIFIED MAIL March 27, 2008 Spectra Energy Corp Headquarters C/O Algonquin Gas Trans. Co. P.O. Box 1642 Houston, TX 77251-1642 Parcel ID(s): 28-0018-1 Re: Proposed Reconstruction of Kernwood St.Public Boat Ramp, Salem,MA Submission of Notice of Intent Dear Sir/Madam`. Fay, Spofford & Thorndike, LLC (FST) is writing on behalf of the Applicant, the City of Salem Park & Recreation and Massachusetts Office of Fishing and Boating Access, to notify you that FST has filed a Notice of Intent for the referenced project with the Salem Conservation Commission, pursuant to the Massachusetts Wetlands Protection Act. Please refer to the enclosed; CITY OF SALEM CONSERVATION COMMISSION NOTICE OF PUBLIC HEARING NOTIFICATION TO ABUTTERS Under the Massachusetts Wetlands Protection Act &the City of Salem Wetlands Protection Ordinance Any changes to the scheduled date and time of the hearing can be obtained by calling the Salem Conservation Commission at 978-619-5685 or me at 781-221-1000. Please do not hesitate to review the materials and/or attend the public hearing should you have questions or concerns about the proposed project. Very truly yours, FAY, SPOFFORD& THORNDIKE, LLC By.\p David P. Anderson, P.E. Project Manager R:\TS-027-PAB-SALEM\07-Envir6Permits\SalemConComm\Abutter Fonn Letter Kemwood 24.doc ENGINEERS - PLANNERS - SCIENTISTS Trusted Partners for Design Solurions CITY OF SALEM CONSERVATION COMMISSION NOTICE OF PUBLIC HEARING NOTIFICATION TO ABUTTERS Under the Massachusetts Wetlands Protection Act &the City of Salem Wetlands Protection Ordinance A Public Hearing will be held at the City Hall Annex 120 Washington Street, Salem, MA 01970 at: 6 nm on April 10,2008 To consider a Notice of Intent Of the City of Salem park&Recreation and Massachusetts Office of Fishing and Boating Access For the property located at 24 Kemwood St., Salem, MA For aproposal to reconstruct and maintain the existing public access boat ramp with floating boarding docks and miscellaneous work. This is a joint hearing under the requirements of G.L. Ch 131 Section 40, as amended, and the Salem Wetlands Protection Ordinance and Regulations. Plans are available at the Department of Planning and Community Development at the City Hall Annex 120 Washington Street Salem, MA from 8 am- 4 pm Monday— Wednesday, 8 am -7 pm on Thursday, and 8 am- 12 pm on Friday. For information call the Conservation Agent at 978-619-5685. Note: Notice of the public hearing, including its date,time and place,will be published at least a week prior to the meeting date in The Salem News. Note: Notice of the public hearing, including its date,time,place,will be posted on the Public Meetings Bulletin Board in Salem City Hall not less than 48-hours in advance. Note: You also may contact the Salem Conservation Commission or the nearest Department of Environmental Protection Regional Office for more information about this application or the Wetlands Protection Act. To contact DEP call: Central Region: (508)792-7650 Q. Northeast Region: (978)694-3200 Southeast Region: (508) 946-2714 Western Region: (413) 784-1100 R:\TS-027-PAB-SALEM\07-EnviroPermits\SalemConComm\Salem PAB Notification to Abutters Template.2.doc FAY,SPOFFORD& THoRNDIKE ENGINEERS 5 Burlington Woods SY Burlington,MA 01803 Toll Free:800.835.8666 T:781.221.1000 � F 781.229.1115 Since 1915 www.fstinc.com CERTIFIED MAIL March 27, 2008 Division of Marine Fisheries-North Shore Office Attn: Environmental Reviewer 30 Emerson Avenue Gloucester, MA 01930 Re: Proposed Reconstruction of Kernwood St.Public Boat Ramp, Salem,MA Submission of Notice of Intent Dear Sir/Madam: Fay, Spofford & Thorndike, LLC (FST) is writing on behalf of the Applicant, the City of Salem Park & Recreation and the Massachusetts Office of Fishing and Boating Access, to notify you that FST has filed a Notice of Intent for the referenced project with the Salem Conservation Commission, pursuant to the Massachusetts Wetlands Protection Act. Please refer to the enclosed; CITY OF SALEM CONSERVATION COMMISSION NOTICE OF PUBLIC HEARING NOTIFICATION TO ABUTTERS Under the Massachusetts Wetlands Protection Act &the City of Salem Wetlands Protection Ordinance And-a complete Notice of Intent with plans Any changes to the scheduled date and time of the hearing can be obtained by calling the Salem Conservation Commission at 978-619-5685 or me at 781-221-1000. Please do not hesitate to review the materials and/or attend the public hearing should you have questions or concerns about the proposed project. Very truly yours, FAY, SPOFFORD &THORNDIKE, LLC By David P.Anderson,P.E. Project Manager R:\TS-027-PAB-SALEM\07-EnviroPermits\SalemConComm\Form Letter Marine Fisheries.doc ENGINEERS - PLANNERS '- SCIENTISTS Trusred Partners for Design Solutions CITY OF SALEM CONSERVATION COMMISSION NOTICE OF PUBLIC HEARING NOTIFICATION TO ABUTTERS Under the Massachusetts Wetlands Protection Act &the City of Salem Wetlands Protection Ordinance A Public Hearing will be held at the City Hall Annex 120 Washington Street, Salem, MA 01970 at: 6 pm on April 10, 2008 To consider a Notice of Intent Of the City of Salem park&Recreation and Massachusetts Office of Fishing and Boating Access For the property located at 24 Kernwood St., Salem, MA For a proposal to reconstruct and maintain the existing public access boat ramp with floating boarding docks and miscellaneous work. This is a joint hearing under the requirements of G.L. Ch 131 Section 40, as amended, and the Salem Wetlands Protection Ordinance and Regulations. Plans are available at the Department of Planning and Community Development at the City Hall Annex 120 Washington Street Salem, MA from 8 am- 4 pm Monday— Wednesday, 8 am -7 pm on Thursday, and 8 am- 12 pm on Friday. For information call the Conservation Agent at 978-619-5685. Note: Notice of the public hearing, including its date,time and place,will be published at least a week prior to the meeting date in The Salem News. Note: Notice of the public hearing, including its date,time, place,will be posted on the Public Meetings Bulletin Board in Salem City Hall not less than 48-hours in advance. Note: You also may contact the Salem Conservation Commission or the nearest Department.of Environmental Protection Regional Office for more information about this application or the Wetlands Protection Act. To contact DEP call: Central Region: (508) 792-7650 QNortheast Region: (978)694-3200 Southeast Region: (508) 946-2714 - Western Region: (413)784-1100 R:\TS-027-PAB-SALEM\07-EnviroPemits\SalemConComm\Salem PAB Notification to Abutters Template.2.doc wr +-n PLANS FAY,SPOFFORD& THORNDIKE ENGINEERS - - 5 Burlington Words Btirlington, IFST T781221,1 00 01803 Toll Free:800.835.8666 T:781229.1115 F:781.229.1115 e i9i4 wwwcfstinc.com HAND DELIVERED April 10, 2008 Department of Planning and Community Development 120 Washington Street Salem,MA 01970 Attention: Carey R. Duques Conservation Agent/Staff Planner Subject: Proposed Reconstruction of Kemwood St.Public Boat Ramp, Salem Supplemental Information for the Notice of Intent Dear Ms. Duques: We are writing at the request of the MA Office of Fishing and Boating Access to emphasize the need for the work due to the poor condition of the existing public boat ramp and the criteria for a dual lane ramp to serve the established use of the facility. The dual lane boat launch ramp (2 lanes at 15 ft= 30 ft) also includes a line of 6 ft.,wide floating docks on the south side to improve public safety by providing floating docks as a safe means for boaters to launch and retrieve their craft. The widening and addition of the floating docks causes an increase in footprint of the stone rip rap by approximately 952 sf. seen along the north and south sides of the ramp. The design minimizes the impact of the work by widening the ramp by 2 ft. and by proposing floats on one side of the ramp versus an ideal condition with floats on both sides(one for each lane). The design also uses a 1.5:1 slope for the stone rip rap that supports the base of the ramp versus a steeper slope that is very difficult to construct and might become unstable. Finally,we are not aware of the presence of shellfish at the project location. It is our opinion that we have minimized the impact of the work to the resource areas and have included the highest level of environmental protection through use of a cofferdam so that the work is constructed in the dry. Very truly yours, FAY, SPOFFORD& THORNDIKE,LLC By Ir lYAnd' Daviderson,P.E. Project Manager Copies by mail:DEP Northeast Regional Office Division of Marine Fisheries North Shore Office Douglas Cameron,Assistant Director MA Office of Fishing and Boating Access Doug Bollen, Director City of Salem Recreation Department RATS-027-PAB-SALEM\02-Coaespondence\Ltr004.doc ENGINEERS - PLANNERS - SCIENTISTS TntstedPartnersfor Design Solurim CITY OF SALEM, MASSACHUSETTS a PARK, RECREATION&COMMUNITY SERVICES 5 BROAD STREET,POST OFFICE BOX 465 SALEM,MASSACHUSETTS 01970 TEL. (978) 744-0180 OR(978) 744-0924 KInIBERLEY llRISCOLL FAX(978) 744-7225 MAYOR DBOLLEN@SALEM.COM DOUGLASJBOLLEN DIRECTOR Kevin Cornacchio, Chairman Conservation Commission 120 Washington Street Salem, MA 01970 April 3, 2008 Dear Chairman Cornacchio I am thrilled to see the permitting process has begun for construction work on the state ramp at McCabe Marina. I have been working with the State Office of Fishing and Boating Public Access Board for the past five years, monitoring that project. The Public Access Board considers the McCabe Marina ramp to be among those in the worst condition in the state, an opinion also held by local boaters. Repair of the ramp has been a top priority of the Public Access Board for the last five or six years. Funding has been allocated from the state in the amount of$350,000. At one time there was $700,000 for this project, but former Gov. Mitt Romney withheld it and, days before he left office, completely cut it out of the budget. Gov. Deval Patrick reinstated the $350,000 shortly after taking office. McCabe Marina and recreation area is one of the nicest spots on the North Shore and, once this project is complete, we expect much more usage of that area and the park. If this project continues to be delayed, we expect to be forced to close the ramp due to its continuing deterioration. The Park and Recreation Commission fully supports moving ahead with this project, and is looking forward to providing an improved boating area for the city. Sincerely, �- AAI'� Doug Bollen Director Park, Recreation and Community Services Notice of Intent for City of Salem Kentwood St Boat Ramp - Record of Telephone Call 4/... Page 1 of 1 Carey Duques From: Dave Anderson [DAnderson@fstinc.com] Sent: Thursday, April 03, 2008 2:33 PM To: Carey Duques Cc: Douglas H. Cameron (E-mail); Robert Bertolino; Doug Bollen Subject: Notice of Intent for City of Salem Kernwood St Boat Ramp - Record of Telephone Call 4/3/08 Carey, I'm writing to document your telephone call to me and our conversation earlier today, April 3, 2008. I understand the Notice is in good shape but there are a few issues that should be addressed at the hearing. Describe the construction process/sequence. Describe the material and process to install and remove the cofferdam. I noted that the cofferdam is an element of the project that the contractor will design and install. The Commission will probably require a copy of the Construction Contract Documents when they are ready. Be prepared to discuss the process for installation of the floating docks and float piles and number. We spoke about the elements of the Construction Period Pollution Prevention and Erosion and Sediment Control Plan. I noted that the outline is comprehensive and acknowledged that it may require some refinements per the Commission. Ultimately the contractor will prepare the plan. I noted that Construction Contract documents typically include all environmental permits and the contractor is responsible for compliance with them. Therefore, if the commission adopts the elements of the plan, then the contractor will have to provide the same. I suggested a draft submittal, comments and then a final should do it. This will make it clear for the bidders. I described a construction entrance as a pad of crushed stone that can be placed over the pavement to knock dirt off the truck tires that haul material off site. If the contractor keeps the haul vehicles on clean pavement this may not be required. The ramp work should not interfere with the adjacent pier. I indicated I was not aware that it would and the contractor is responsible for any damage. I expect coordination will take place at the time of construction with the City Rec Dept and Office of Fishing and Boating Access. I suggested that Carey contact Doug Cameron, the Assistant Director for contract type questions. Mr. Cameron's contact info will be provided. Please advise if any of this record is not correct. Prepared by: David P. Anderson, P.E. Fay, Spofford &Thorndike, LLC 5 Burlington Woods Burlington, MA 01803 Phone: 781.221.1217 Fax: 781.229.1115 Email: danderson@fstinc.com 4/3/2008 FAY,SPOFFORD&c ENGINEERS 4P® TI-IOington F �® � �, 5 Burlington Woods ,�,- ,, �—ei ,a� --,� Burlington,8 MA 01803 l �� Toll Free:100$3J.8666 IIII�i�11 "nnlV.��11�11 NIHK :G 7 LUG T:781.229.1115 � - F:781.229.1115 1914 wwwfstinc.com DEPT.OF PLANNING& COMMUNITY DEVELOPMENT VIA EXPEDITED MAIL March 26,2008 Department of Planning and Community Development 120 Washington Street Salem,MA 01970 Attention: Carey R. Duques Conservation Agent/Staff Planner Subject: Proposed Reconstruction of Kernwood St.Public Boat Ramp, Salem Submission of Notice of Intent Dear Ms.Duques: Fay, Spofford & Thorndike, LLC (FST) is submitting herewith 8 copies of the Notice of Intent for Reconstruction of Kemwood St.Public Boat Ramp. We look forward to the hearing on April 10, 2008. Please contact me at 781-221-1217 with any question you may have. Very truly yours, FAY, SPOFFORD&THORNDIKE,LLC B n yI David P.Anderson,P.E. Project Manager 2 Copies: DEP Northeast Regional Office 1 Copy:Division of Marine Fisheries 205B Lowell Street North Shore Office Wilmington,MA 01887 30.Emerson Avenue Gloucester,MA 0 193 0 1 Copy: Doug Bollen,Director Attn:Environmental Reviewer City of Salem Recreation Department 5 Broad Street Salem,MA 01970 1 Copy: Douglas Cameron,Assistant Director MA Office of Fishing and Boating Access 1440 Soldiers Field Road Brighton,MA 02135 R:\TS-027-PAB-SALEM\07-EnviroPermits\SalemConCOnm UArO0l.doe ENGINEERS - PLANNERS - SCIENTISTS - - ----- ------- --_-- Trusted PartnersforDaign.Solutiotis. . 16�CQND1�� t CITY OF SALEM q� 5 CONSERVATION COMMISSION City of Salem Conservation Commission Will hold a public hearing for a Notice of Intent under the Wetlands Protection Act, Massachusetts General Laws, Chapter 131, Section 40 and Salem's Ordinance Pertaining to General Wetlands at the request of the City of Salem, Parks and Recreation Department, 5 Broad Street, Salem, MA 01970. The purpose of the hearing is to discuss the reconstructive maintenance of the existing, City of Salem water dependant public access boat ramp at located at the Kemwood Marina. Work will include demolition of the existing concrete ramp and reconstruction of a 30 foot wide ramp, including a 6 foot wide pile held floating boarding docks. The proposed work will occur in the following resource areas; land under the ocean, coastal beach, coastal bank, and land subject to coastal storm flowage. This hearing will be held on Thursday, April 10, 2008 at 6:00 p.m. in Room 313, Third Floor, 11220 Washington Street. Kevin P. Cornacchio Chairman Please advertise on April 3,2008 Please send bill to: David P. Anderson Fay, Spofford, and Thorndike, LLC 5 Burlington Woods Burlington, MA 01803 781-221-1000 3/8"x5"x10"x10" BENT PLATE 2x6 DIAGONAL BRACE, TYP. EAR TYPE CORNER HINGE FASTENED 3/4" THICK EAR 1/2" THICK EARS WITH 1/2" BOLTS WHICH TIE INTO 2x6 PERPENDICULARON MALE TYPE ON FEMALE TYPE INTERNAL 1/4"x3"x5"x6" ANGLE DOCK FENDER SEE EAR TYPE HINGE DETAILS (SEE EAR TYPE HINGE DETAIL) 1lnx18" CARRIAGE (2) 1/270x6" CARRIAGE 3/8 pp 2x8, TYP. 1/270 CARRIAGE BOLT, 2x10 2x8 BOLT, TYP. BOLTS, TYPICAL o o o 0 2x10 [_�P. ALL BOLTS o a o a 411 ZF7 1/2"0 CARRIAGE o 17 10" 2x8 0 0 0 1.0 0 0 0 0 0 7 0 0 o TYP. 2x8, TYP. BOLTS, TYP. ® ® ® ® ® 2x8 2x8, TYP. 2x 10 �---10" I I _ I 5" �I I —'T- " o 1/4„x3„x5,.x6„ 9/16" SQUARE HOLES,SQUARE ANGLE HOLES, TYP. I 2x6 DECKING 0 0 1/4"x3"x5"x6" I 0 ® ® ® ® ® O 3-1/2" O ANGLE, TYP. - 101 0 0 o 0 0 0 0 0 0 0 0 0 0 0 - -- - 2-1/2" 2x10 6,_0•, i 2x8 CROSS BRACE DETAIL — EAR TYPE HINGE SCALE: 1 -1/2"=1 '-0" PLAN — TIMBER FLOAT RAMP j (DECKING NOT SHOWN) PILE HOOP SCALE: 1/2"=1 '-0" PLAN VIEW SCALE: PILE TYPICAL 2x6 DECKING DOCK FENDER 3-7/8op TOP EL. 19.0 24 1/2 dr - SCALE: " I 1/4" GALV. STEEL 12" DIA. CONC. FILLED MOUNTING FRAME STEEL PILE ' W/ 1/2 GALV. o 0 o 0 CARRIAGE BOLTS d -------------- 9/16" SQ. I HOLE 4x6 FULL LENGTH SKID 15' PONTOON (6 REQ'D.) `t S.S. BOLTS AND 20'-0" CENTERLINE OF PINS S.S. NYLON 16" i i 1/2"Ox4" GALVLOCK NUTS LAGBOLT, 18 O. . \ N SIDE ELEVATION URETHANE 1/2"=1 '-0" ROLLERS DETAIL -' RUBBER DOCK FENDER NOT TO SCALE 1-1/2" O.D., GALV. STEEL1-7 1 1/2" SCHED. 40 GALV. PIPE SCHED. 40 PIPE FLOAT PILE DETAIL PILE HOOP DETAIL 1/2" x18" CARRIAGE BOLT NOT TO SCALE NOT TO SCALE 1/4"x3"x5"x6" ANGLE 2x6 DECKING--\ 2 PER PONTOON 12" WIDE GALV. DIAMOND CROSS BRACE HANDRAIL TO BE HINGE COVER PLATE, 6' LONG 1/270 CARRIAGE BOLTS THRU BOLTED 1/2"Ox4" GALV. CARRIAGE BOLT TYPICAL CONTINUOUS DOCK FENDER 0 o o (SAME SIDE AS CLEATS) FLAT WASHER 0 0 0 .4o COMPRESSION SPRING NOTES: NOTE: II II 2x6 PERPENDICULAR FLAT WASHER HANDRAIL TO BE INSTALLED 1. ALL BOLTS, NUTS AND WASHERS SHALL BE HOT-DIP LOCK NUT m TO END FLOAT ONLY. FASTEN II li 15" PONTOON GALVANIZED. WITH 1/2" DIA. GALV. BOLTS II II HINGE BETWEEN FLOATS STEEL AND GALV. STEEL ANGLES PILE 2. ALL STEEL ANGLES USED TO FASTEN THE FLOAT FRAMING BOLTED TO FLOAT FRAMING. jLz 4x6 FULL LENGTH SKID TOGETHER, AS WELL AS THE STEEL FLOAT HINGES, SHALL N TEMPORARY BE HOT-DIP GALVANIZED AFTER FABRICATION. u - -F - 6" NOTES: COUNTERSINK BOLT CASING 1. PROVIDE TWO SPRING BOLTS PER SOIL SECTION COVER PLATE. FASTEN COVER PLATE SCALE: 3/4"=1 '-0" TO ONE SIDE OF HINGE ONLY, TO WEATHERED - _ f � ' " '— FOR PERMITTING ONLY ALLOW FOR FLEX OF HINGE. ROCK 2. ALL EDGES OF COVER PLATE TO TREMIE CONCRETE NOT FOR CONSTRUCTION BE DEBURRED AND ROUNDED OVER. SOUND Ii 3 ROCK = — •..: .. :: — — DETAIL — HINGE COVER PLATE 3' MIN. N SCALE: 1 -1/2"=1 '-0" �• PROPOSED PUBLIC ACCESS FACILITY IMPROVEMENTS BOAT RAMP AND FLOATING DOCKS - In L\-- __r_jI ROCK socKET DANVERS RIVER 8' PILE ANCHORAGE DETAIL SALEM, MA g NOT TO SCALE 0 45 33 FLOAT DETAILS a 14, MATERIAL: MARLEX HXM 50100 OR EQUIVALENT two> CITY OF SALEM RECREATION DEPARTMENT AND i COLOR: BLACK W GUAGE: 100 TOP I fOl I RECESSED HOLE FOR DAVID P. rG, MASSACHUSETTS OFFICE OF .FISHING AND BOATING ACCESS 5/16 DIA. HEX BOLT civilANDERSON ng - a J vi .22FAY, SPOFFORD AND THORNDIKE, LLC 0 BOTTOM 37 m 5 BURLINGTON WOODS FOAM CORE: PRE-FORMED EXPANDED POLYSTYRENE (EPS) 'F ra 2 REQUIRED EACH FLOAT, BOAT RAMP SIDE ONLY Nai�� BURLINGTON, MA MINIMUM 1.0# PER CUBIC FOOT DENSITY 2�'a� PONTOON DETAIL DETAIL — 8" MALLEABLE IRON CLEAT '17 DATE DATE MARCH 2008 SHEET 3 OF 3 NOT TO SCALE FS&T PROJECT NUMBER NOT TO SCALE PROJECT NUMBER: PA-218 PLAN NUMBER: { TS-027 I N LAN SUBJECT TO COASTAL STORM FLOWAGE, FLOOD ZONE A2 (10) EL. 14.5± MLW ' ,;: O ;,k,;\,y C A'0\\ ,.• i ` { ' I \ CAiJTdyLpNE �f� f�G�\ \Y �� , n'T.,�J ��• �P .. K\ f1 APPROX. LOCATION OF SILT CURTAINGolf Coufse N � j s I _ APPROX.' LOCATION OF COFFERDAM �� - __�-. .APP • \ I '�J-.--t_ I._. MYV: I�MHEfl MLR \r G -" Z -_— _ Q 0 f / ---�- — _ sru2L ...r ___ r' _ .._--- __ EXt51• 1lMDE(2 P!E_f? ` srnnvvav t. 5' o' + x ,�c ' Bast - ------- sr.' saw REMOVE CON - __-_- _ �7 OVE` 81`f. {REMOVE CONC. RAMP PL `NCS ' � Aa ` . SrA s.. t - .,- - ,. I » 5 ! <�, 5 k \ 0 C., RA P F,sr ST S�ATr N +98.3 85 r- 53 �1 ' 46'-8" 15' ��f 8' 9 2 $ SIJRVEO BASELIN �;:. CURBS '�� ` . a avaoa ry` 'ted ; - _. 00 co } _'�'�� J STA. 0� 50 AN_ CURBSN. _ ' SUR I/- H 5�:LINt BIT. ONC. CAST IN PLACE NCRETE PRECAST CONCRETE PR CAST C NC. -�- --� Q CQN�TR�ICTIO�J `� LAX -�t- _ PR P WAtH / BASELINE{ < '- awn 5TH' _ / . TO ti .� l O+ O m eiscu e �. 2 ARMC7fR TONE E FSE �i _ ;�, kwP• h N S �°r STA.URVOY ,BASELINE�` E i 3 9 4 — I--� m �r -� srti ,+•s ' / 1 � ; 'f 0 = \, �� TYP. SA� T r � CONSTRU TION - - --- -- - -� �� % - - �, rF caw % BASELINE C, n ` e I 1) - \ - m , "BASE STA. 0+00' -- - - l f \• ---P .-. -- i' 0 ' \ .. �� seeeevr �' 1 I \ s From 0+.50.0 CONSTRUC ION - �- - � _I \ � \ S anQ'f O+ / 1/ 65 .� y6 y5 L 6t •�Er�Ox ,1 y0 � I d? / �.9 ST' 1 sU ucY Bi FELINE (BASELINE ? i T�A I ao • i i \ StVRLEY OkSYLlNB iA 1 iti i S QN - � _ p� � `, err ti 6' IDE - LE 2 1 �V 9 1 NOTE: SEE PLAN FOR LOCATION OF SILT ' ' ru - REMOVAL PLAN NOK YEY EL. 01 C�,"1ST. JT. j I 6 !1 CURTAIN, COFFERDAM AND NOTES. �.t `T` I _ o, I j SCALE: 1"=40' LOCUS PLAN ` _ �qi�h' . if PROPOSED RAMP NO ALE _ SE RAMP - PROPO D / PROPOSED ARMOR MHW 9.0 / 6 - CONSTRUCTIONCONSTRUCTION 3 4 ' �° �� -Ir STONE, TYP. — — ARMOR SONE��E i ro MOR AT IED00 OF EACH-M NT T 6 5 10 FLOAT PILE, TYP ,'ati- • ; �� - - - - - - \ I PROPOSED AR AT VIDE SILT FENCE, �q i --- • ! � J � � �-- -T �--� � STONE, TYP. FOR - IDE I — �— — — F -" ' 6'x20' FL • A-TS 5 Z I MHW 9.0 T k ser - -- / l % i /. EXISTING RAMP P c. 6 6 IMBER RA. h / 8 w �� IS'7AT10N 0+00. Li h' �_ �. ' �. �4... 6 $ $ _, :5U1?V=Y BASELINE h - NOTE: STONE MOUND PRESENT w r NOTE: STONE REVETMENT PRESENT FROM STA. 0+80± TO 1 +65± Cc/ NOTE: PROVIDE AND MAINTAIN FLOATING SILT CURTAIN FROM STA. 0+25 TO 0+80± i PLAN AND COFFERDAM PRIOR TO START OF REMOVAL WORK. AT CTI NAT SEE REMOVAL PLAN ON THIS SHEET. DISCHARGE SECTION STA. 0+75 SECTION STA. 1 +50 SCALE: 1"=20' WATER WITHIN THE SILT BOOM. SCALE: 1 "=10' SCALE: 1 "=10' EXISTING RAMP CONSTRUCTION PROPOSED FINISH / " GRADE, TYP. 85 -0 53 -4 MEET EXIST. -- EL. 17.01 MLW 0.0 3 1/2" BITUMINOUS CONCRETE PAVEMENT S=7% EL. 11.0 8" C.I.P. CONC. I \-LIMIT OF - - - —moi _ SLAB EXCAVATION _ H.T.L. EL. 11.0 S_1gy PROPOSED RAMP COMPACT SUBGRADE - _ M.H.W. EL 9.0 -- - ------- - - — - EL. 3.0 = SECTION AT STA. 1 +95 �I - 1c" GRAVEL BORROW - PILE SCHEDULE _ 8" PRE-CAST 8" PRE-CAST --- CONC. SLAB CONC. PROP WASH SCALE: 1"=10' PILE NO. TIP ELEVATION - SLAB 12" CRUSHED STONE ___ EXISTING SITE AND REMOVALS `� _ M.L.W. EL 0.0 1 & 2 -12.0 _ __..____ 3 & 4 -15.0 5 & 6 -25.0 LONGITUDINAL SECTION COMPACT SUBGRADE - EL. -4.0 EL. T EX 1 MEET EXIST. GROUND STEEL PILES SHALL BE 12.75" O.D. x .375" WALL SCALE: 1 " = 10' 12" CRUSHED STONE THICKNESS COATED WITH COAL TAR EPDXY POLYMIDE 30'-0" CLEAR 13'-0" � CONSTRUCTION 18'-0" 6'-0" EXISTING .. MHD VA4 GRANITE MHD VA4 GRANITE ., FINISHED -- � GROUND " 2 -6 12 CURB SET IN CONIC CURB SET IN CONC. 12 2 -6 GRADE 2'-6 MLW 0.0 TIMBER FLOAT 31/2" BITUMINOUS — -- - - - - -- "- - - - - -- - CONCRETE' 3 8 PRE CAST 3 i ARMOR STONE � ( ARMOR STONE 3 1 CONCRETE SLAB 1 � 3 1 I—i LIMIT OF EXCAVATION // 1 1 .5 12" GRAVEL 1.5 AND BACKFILL (TYP.) 'u 11 FILTER FABRIC BORROW 1 - 12" CRUSHED FILTER 1 -0 MIN. TYP. 12 12 COMPACT SUBGRADE MHW 9.0 I STONE FABRIC " " d EXISTING PROVIDE 8" MIN. CONC. CAP ON EXISTING �.cl COMPACT SUBGRADE GROUNDS EXISTING STONE REVETMENT, TYP. STONE BEDDING STONE T� EXISTING REVETMENT ` 2 0" TYP. STONE — REVETMENT � 11-011 TYP. WIN _ ( I (- FILTER FABRIC TION 2'-6" 6'-0" CONC. WALKWAY J -------� SEE SHEET 2 BEDDING STONE 2 SCALE: 1/4"=1 '-0" FILTER FABRIC VARIES '' EL. 19.0 ARMOR STONE PERMITTING ONLY NOT FOR CONSTRUCTION o 1 .5 12" DIA. CONC. FILLED 1 - �12 MIN. TYP. STEEL PIPE PILE, TYP. 6 -0 30'-0" CLEAR V-0" MIN. TYP. -�- 12 MIN. TYP. � — CRUSHED STONE a TIMBER FLOAT "Q CONSTRUCTION EXISTING FILTER FABRIC PROPOSED PUBLIC ACCESS FACILITY IMPROVEMENTS MHw 9.0 GROUND _ COMPACT SUBGRADE BOAT RAMP AND FLOATING DOCKS W 2 6"1. 19 -0 18'-0" 2'-6" PROVIDE 8" MIN. a ARMOR STONE 8" C.I.P. 2'-0" TYP. EXISTING CONC. CAP ON DAN VERS RIVER �. } d 1 '-0" MIN. TYP. CONCRETE SLAB 1 '-0" TYP. �_ I STONE EXISTING STONE J ARMOR STONE - -- REVETMENT REVETMENT, TYP. '' ` � � '_' SALEM, MA s EXISTING 1.5 BEDDING STONE x• 1.5 FILTER FABRIC ABRIC GROUND . . .. —1i BEDDING STONE COMPACT SUBGRADE PLAN AND SECTIONS B C) ,�� ------ nT- - \ 12 CRUSHED STONE r>" `-FILTER FABRIC err---- , a 2'-0" TYP. COMPACT SUBGRADE �` o " -) ECTION @DAV ioP. ,. CITY OF SALEM RECREATION DEPARTMENT AND Ill-0 TYP. I�FILTER FABRIC 5 I MI)ER 0 `k\ EXISTING STONE MOUND SCALE: 1/4"=1'-0" �0' cf � die MASSACHUSETTS OFFICE OF FISHING AND BOATING ACCESS " ---- LEGEND o — -- __� V) FILTER FABRIC I I PROVIDE 8 MIN. CONC. CAP ON `� o.s t °�� 1' FAY, SPOFFORD AND THORNDIKE, LLC m BEDDING STONE � I EXISTING STONE MOUND TYP. EXISTING FEATURES SHOWN THUS: - - - - - -- -- -- - 0 CIL, l.cl \ 5 BURLINGTON WOODS i �`� ` BURLINGTON, MA SECTION OR REMOVED SHOWN THUS: DATE MARCH 2008 SHEET 1 OF 3 SCALE: 1/4"=1 '-0" FEATURES TO BE DED OR EXISTINGFEATURESRI TO BE MODIFIED FS&T FROJECT NUMBER ar UNDER THIS CONTRACT SHOWN THUS: TS-027 PROJECT NUMBER: PA-218 PLAN NUMBER: "V" GROOVE FINISH 4 COVER TO TOP COVER PLATE 6'x6' TIMBER RAMP 8"x6"x1/2"x6'-0" GALV. 3/4 CHAMFER OF REBAR DIAMOND PLATE ANGLE W/ WELDED INSERTS 6' WIDE TIMBER FLOAT AND SHEAR TABS TO MATCH TIMBER RAMP 1-2 TON ARMOR STONE CONNECTION SLOPE 1.5 TO 1 TOLERANCE 3"f 00 N "•, 12" CRUSHED STONE J 0 0 J J <..2..,. B T SlOPE15 BIT. CONC. 0 00OARA mp ° °00°0 J °APPROX. EXISTING GROUND JJO0O COCRETE O000 000WIDE CONCRETE WALKWAY 000 ° 0 ° °0COARSE BROOM FINISH ° 0° °O O O J00000 ° TOE STONE - 2 TON MIN. 00000 2' BELOW GRADE . 80 °0 0°00000 12» BEDDING STONE 0 00000FILTER FABRIC FLOAT/WALKWAY CONNECTION OO0 0°0 00 °O ` � 0SCALE: 1/2"=1 '-0" JOO I . 00O°000°000000 000000000 0000 J 0 0 0 0 O 0 ©00000000°° 12" 3/4" CHAMFER, TYP. s'-o" TYPICAL DETAIL SCALE: 1127 =11 '-O" #4C0D9" EW "V-GROOVE FINISH #4 EPDXY REBARS 10" EACH WAY • 3" CLR, TYP. "V" GROOVE FINISH 6" HIGH BY 12" WIDE CID CONCRETE CURB WITH I ' ' - `l 3/4" CHAMFER N 00 4 COVER TO TOP o to OF REBAR 9» 6» U) z 1-2 TON ARMOR STONE TYPICAL C) " 00 to SLOPE 1.5 TO 1 12 CRUSHED I TOLERANCE 3"t - STONE SECTION — WALKWAY SCALE: 1 /27=l '-d' ! o 0 0 - CLR TYP. '.,. '. ....;. ...• : . :.,..000000 °0000°0°°°` APPROX. EXISTING GROUND 000000pO .. 6 12 000°00 3" COVER ,TYP. °°0°0°° EXCEPT WHERE NOTED °°0°0°°o°ovc °°°000000• TOE STONE - 2 TON MIN. °°0000°° BURIED 2' BELOW GRADE 6» 12» 12" BEDDING STONE °°00°00°0 FILTER FABRIC °°°°00°00°0`. v 0000 DETAIL — END OF RAMP 0 0 0 0 0 0 °°00000000° NOT TO SCALE TYPICAL DETAIL SCALE: 1/2"=1 '-O" 2" X 4" POSTS DRIVEN 2'-0" INTO THE GROUND 6'_O„ 2'-0" I-.•--__ , USE POST AND WIRE FENCE: 0 -T TO FASTEN FILTER FABRIC PROVIDE SLOT 2x4 TAPERED TYPICAL - FILL W/SEALANT WOOD KEYWAY 0. 4 0 '' I FILTER F o Z a I 6 BACKFILL MATERIAL m v . fy,, v . :... .......... N PVC WATERSTOP EXTEND REBAR 18" " ' -- ::::'' FILL W/SEALANT THRU CONSTR. JOINT GROUT--/ S.S. BAR ll/?"x3/4"x2'-0" CONNECTING �N STRAP 2'-0' O.C., TWISTED 90° F�0 6" MIN. AT END WITH SLOTTED HOLE FOR CONSTRUCTION JOINT DETAIL 5/8" DIA. S.S. BOLT 18 TOELAP NOT To SCALE FOR PERMITTING ONLY CONNECNIoONo JOINT DETAIL SILTCALENoEToC cALEE DETAIL NOT FOR CONSTRUCTION 0 00 3 INTERUPT 100% PVC WATERSTOP HORIZ. REINF. W PROPOSED PUBLIC ACCESS FACILITY IMPROVEMENTS J N BOAT RAMP AND FLOATING DOCKS 220 DANVERS RIVER E 1/2" PREMOLDED FILLER 3/4"x1'-6" SLIP SALEM' MA m° DOWEL SLEEVE I Q EXPANSION JOINT DETAIL A TYPICAL DETAILS OF NOT TO SCALE'"' CITY OF SALEM RECREATION DEPARTMENT AND DAVID P. '>.> ANDERSON MASSACHUSETTS OFFICE OF FISHING AND BOATING ACCESS v CIVIL WNo 3711 N CIF FAY, SPOFFORD AND THORNDIKE, LLC 5 BURLINGTON WOODS a < I� BURLINGTON, SIA 04 1 o DATE MARCH 2008 SHEET 2 OF 3 FS&T PROJECT NUMBER TS-027 PROJECT NUMBER: PA-218 PLAN NUMBER: T – N LEAN SUBJECT TO COASTAL STORM FLOWAGE, FLOOD ZONE A2 (10) EL. 14.5± MLW - - � � ' r b .f' 2 APPROX. LOCATION �'IIOF FLOATING SILT BOOM APP OX. LOCATION OF �OFFERDAM STA 9a9 y _ o, f 0 o _ MODE CO MP A e ENS, M 5 l _ a REMOVE CONIC. "�1 . „ _• 1 , S(//rf:9c - 1�tG t �- • T. 71M8. << ' EXiS _ - - nr VE� B RE RI 1 H -- ', 2 5 �JRVE BA ELIN m`� E @�P C - K P ^ter A � , C _ �� 106,-0- SQA. 050 _ ;� _ (BCW :A 6 BIT. CONC. CAST .IN PLACCRETE I COh1Cf�ETE;' �1 1 --- C( N�r.TR�1CT10 - - . c s _ B SELIN PR P 'WASH '1 'O � .(�1; �• -� �., 7 � % s rvcr strrne STA 0180 1 n�acv...-A , T N / _s -T r7 s nun So� ' � � - 2 ARMbt�\STO E , ,, ,. � _ �� , � � � j ��' ,0+ 0 _ * �+ - _y �- -� - , SURVEY BASELINE / T 3 ¢ e � - - su�1+os TA. 0+2 i� SA T - 1 STA. O+jO - _ - I r y . CONSTRUCTION 17.91 L CONSTRUCTION. ON >•, I . BASELINE LINE ; STA. 0+29.13 - -- -- - - - --- - i PB � N ASE STA. 0+00 _- _ _.__ - - - I _ t ' j //��(� CA - T '- ! I ( / STS , lB ✓ •'a• Iran 1( ' 117.00 LT� ,.�r� '..' . 11' :-/1 � � � /' � I I I� • � I \ +. � SUTIQY� {.�. � b3 M� • - ,: �_:.,.0 !CONSTRUCTION - I ( , � � / P � STA. �; ST .'rrSTA; ; co �/ �r � v BASELINE E rE qua �•I 1 �� _ � ��- c> � ' 1 ��• � . REMOVAL PLAN NOTE: SEE PLAN FOR LOCATION OF SILT _ - 0 - o - �� BOOM, COFFERDAM AND NOTES. _ _ _ _ / / I SCALE: 1 "=40' LOCUS PLAN 0 • -- GR/��TCr,� t� 0+50 42 6� WIDE C J I ROOVE I D CURB 1 :00' RT CpNCR TE LEVE ,k 1 000 a -- _SIDEW LK --- EL.1 �b -1- TYP.)- `� n� � NOT TO SCALE TA. 0 +25 0 ',F 1. -��- - - � � i ,.OP � ,l 0.59' RT � _ - - - _ - N PROPOSED RAMP PROPOSED RAMP / J 1 PROPOSED ARMOR CONSTRUCTION MHW 9.0 CONSTRUCTION M4ATCH 7� SLOPE 1 - 3 4 ,� % ;` ' "I^ STONE, TYP. PROPOSED ARMOR CIF RAMPIAT 14.3 10 PROVIDESILT OF FEN MENT l ARMOR STON I, FLOAT PILEE,TYP� . �.�� 7 � �� - � - - - - - - - � �� T - -- Y _ STONE, TYP. I 6'x20' FL ATS 5 �� MHW 9.0 - FOR 100 FT, EACH SIDE _ Y, i EXISTING RAMP / • % :I 5 �� 6 *6 TOBER RA�1R �.� yup �, / AN 5 a NOTE: STONE MOUND PRESENT h NOTE: STONE REVETMENT PRESENT FROM STA. 0+80± TO 1 +65± NOTE: PROVIDE AND MAINTAIN FLOATING SILT BOOM FROM STA. 0+25 TO 0+80± PLAN AND COFFERDAM PRIOR TO START OF REMOVAL WORK. SECTION AT STA 0+75 SECTION AT STA. 1 +50 SEE 'REMOVAL PLAN' ON THIS SHEET. DISCHARGE WATER SCALE: 1"=20' FROM WITHIN COFFERDAM TO AREA BETWEEN COFFERDAM SCALE: 1 "=10' SCALE: 1 "=10' AND SILT BOOM. • s � CONSTRUCTION PROPOSED FINISH EXISTING RAMPQ,. GRADE, TYP. 85'-0° 100'-0" 15'-6"f MLW 0.0 MATCH EXIST. EL. 17.Ot 3 1/2" BITUMINOUS CONCRETE PAVEMENT LIMIT OF S=7y, EL. 11.0 8" C.I.P. CONC. EXCAVATION SLAB H.T.L. EL. 11.0 PROPOSED RAMP PILE SCHEDULE - - -COMPACT SUBGRADE -_ S=15% C.J. M.H.W. EL. 9.0 PILE NO. STA. OFFSET TIP ELEVATION - - --- - c J " = SECTION AT STA. 1 +95 1 1 +30.20 19.84' - 12.0 12 GRAVEL BORROW _- - - E.J. PROP I WASH NSLAB SCALE: 1 "=10' 2 1 +42.58 19.84' - 12.0 -- - -- _ - 3 1 +61 .72 19.84' -15.0 12" CRUSHED STONE -- ,_-�_�. M.L.W. EL. 0.0 EXISTING SITE AND REMOVALS 4 1 +82.42 19.84' - 15.0 COMPACT SUBGRADE EL. -4.0 EL. -8.0 NOTE: REMOVE/RESET EXISTING REVETMENT STONE TO 5 2+02.65 19.84' -25.0LONGITUDINAL SECTION - MEET EXIST. ACCOMODATE PROPOSED BEDDING AND ARMOR STONE. 6 2+22. 18 19.84' -30.0 1 SCALE: 1 " = 10' GROUND STEEL PILES SHALL BE 12.75' O.D. x 0.50" WALL 30'-0" CLEAR 16' THICKNESS COATED WITH COAL TAR EPDXY POLYMIDE. 13'-0" � CONSTRUCTION 18'-0" PILES NOT MEETING THE MINIMUM EMBEDMENT 6'-0" EXISTING REQUIREMENTS SHALL BE INSTALLED INTO A MHD VA4 GRANITE MHD VA4 GRANITE FINISHED GROUND 12" 2'-6" VARIES, TYP. GRADE 2 -6 ROCK SOCKET. SEE DETAIL, SHEET 3. 2 -6 12 CURB SET IN CONC. CURB SET IN CONC. MLW 0.0 TIMBER FLOATI TY'P. 31/2" BITUMINOUS 111/2" TYPE 1-1 TOP COURSE OVER 1 -2 TON ARMOR � 3 #4 EPDXY REBARS 8" C.LP. 3- i STONE, TYP. CONCRETE 2" TYPE 1-1 BINDER COURSE S 1 10" EACH WAY CONCRETE SLAB- 1 3 3 471 GRAVEL ARMOR STONE BORROW \ �-1 1 1 F LIMIT OF EXCAVATIONLr 1 . 1.5 AND BACKFILL (TYP.) FILTER FABRIC COMPACT 8" GRAVEL 4" DENSE GRADED 12" CRUSHED FILTER SUBGRADE BORROW CRUSHED STONE 1 MHW 9.0 I I STONE FABRIC / PROVIDE 8" MIN. CONC. CAP ON EXISTING L,ol COMPACT SUBGRADE APPROX. EXISTING GROUND EXISTING EXISTING STONE REVETMENT, STONE 4 SECTION - 2'-0" MIN. TYP. - .._ � .-_- WIDTH VARIES, 4 ,TO 6 TYP. REVETMENT -7�---- --- SCALE: 1 /4"=1'-O" 1 12" TyP. STONE REVETMENT LEGEND 1 '-0" MIN. TYP. BEDDING STONE12'-6" 6 -0 CONC. SIDEWALK 2 TI N SEE SHEET 2 EXISTING FEATURES SHOWN THUS: FILTER FABRIC SCALE: 1 /4"=1 '-0" 1 '-0" FILTER FABRIC LEVEL VARIES EXISTING FEATURES TO BE DEMOLISHED MIN. 2 TON TOE STONE, TYP. BEDDING STONE j 1 -2 TON ARMOROR REMOVED SHOWN THUS: STONE, TYP TYP. ; . . . ,. . .. ------ -------� . FEATURES TO BE PROVIDED OR 6'-0" EL. 19.0 EXISTING FEATURES TO BE MODIFIED UNDER THIS CONTRACT SHOWN THUS: 1 .5 -112 MIN. TYP. ------- 12" DIA. CONC. FILLED1 (- 12" MIN. TYP. STEEL PIPE PILE, TYP. 6'_O 30'-0" CLEAR APPROX. CRUSHED STONE CONSTRUCTION EXISTING FILTER FABRIC PROPOSED PUBLIC ACCESS FACILITY IMPROVEMENTS TIMBER FLOAT MHW 9.0 GROUND r COMPACT SUBGRADE BOAT RAMP AND FLOATING DOCKS 2' 6" 19'-0" 18'-0" 2'-6" VARIES, TYP. PROVIDE 8" MIN. 1 -2 TON ARMOR #4 EPDXY REBARS 2'-0" 6'-0" EXISTING CONC. CAP ON DANVERS RIVER STONE, TYP. rt C.J. 8" C.I.P. 10 EACH WAY CONCRETE SLAB - ARMOR STONE 1 '-O" MIN. ___ STONE EXISTING STONE SALEM , MA REVETMENT REVETMENT, TYP. APPROX. EXISTING 1 .5 ;. 's': ;::;.; :.: 1 .5 „ GROUND 1 � _ _ � 1 1 0 �_ _ __� PLAN AND SECTIONS 2'-0" MIN.TYP. I 12" CRUSHED STONE ; ;: - 7 BEDDING STONE - -- FILTER FABRIC "� FILTER FABRIC 5 TION CITY OF SALEM RECREATION DEPARTMENT AND COMPACT SUBGRADE / COMPACT SUBGRADE SCALE: 1 /4"=1 '-0" MASSACHUSETTS OFFICE OF FISHING AND BOATING ACCESS EXISTING STONE MOUND l '-O" MIN. TYP. - '` tOOF 12" � I I PROVIDE 8" MIN. CONC. CAP ON I ,�� FAY, SPOFFORD AND THORNDIKE, LLC 1 '-0" MIN.TYP. '' II EXISTING STONE MOUND, TYP. --- _.1 IDERSDAVIDIP. 3L 5 BURLINGTON WOODS TYP. l.d WIDTH VARIES, 4' TO 6', TYP. BEDDING STONE �,oE IL ,.t - - � ciw� Z. BURLINGTON, MA 2 TON TOE STONE, TYP. FILTER FABRIC3119 �� FILTER FABRIC -O 3 S TION �' � • ° ` DATE DECEMBER 2009 SHEET 1 OF 3 BEDDING STONE 6 SCALE: 1 4 =1 -0 �I FS&T PROJECT NUMBER / l2 '�1.� TS-027 PROJECT NUMBER: PA-218 PLAN NUMBER: "V" GROOVE FINISH 4" COVER TO TOP COVER PLATE, TYP. 6'x6' TIMBER RAMP 8"x6"x1 /2"x6'-0" GALV. DIAMOND PLATE ANGLE 3/4 CHAMFER, TYP. OF REBAR W/ WELDED INSERTS AND SHEAR TABS TO MATCH #4 EPDXY REBARS TIMBER RAMP CONNECTIONS 1 -2 TON ARMOR STONE STA. 1+10 10" EACH WAY 6' WIDE TIMBER FLOAT SLOPE 1 .5 TO 1 TOLERANCE 3"f N 12" CRUSHED STONE BIT. CONC. RAMP 0,0 0-0-0- SLOPE: 15% SLOPE: 7% APPROX. EXISTING GROUND ° ° ° ° RAMP o°°°°°°°°00000 gpAT o 0 o CONCRETE ril tllf�Jl IIf 11L111-=1il�lil Lll'fJll-�1• IIF_-m-m=R'�"'1~��- °O°O°O IFIII 00000000° �I 6' WIDE CONCRETE SIDEWALK 0°°°°° °° COARSE BROOM FINISH ON TOP TOE STONE — 2 TON MIN. 1 °°0°°0°° BURIED 2' BELOW GRADE 0000 00 12" BEDDING STONE °°°°°°° °°°°°° FILTER FABRIC J1O0 0000 FLOAT/WALKWAY CONNECTION iOo0o00000000�°° SCALE: 1/2" =1 '-0" J''0°0°0°0°0°0° /000000000 oo_ �0°°°°°°°cc) ° °°0°0°0 3/4" CHAMFER, TYP. 12„ 3/4" CHAMFER, TYP. TYPICAL DETAIL 6'—o" GROOVE FINISH SCALE: 1/2" =1 '-0" #4®12" EW "V—GROOVE FINISH #4 EPDXY REBARS 10" EACH WAY 4" COVER TO TOP " 6" HIGH BY 12" WIDE y 3 CLR, TYP. OF REBAR CONCRETE CURB WITH �r a #4 EPDXY REBARS 3/4 CHAMFER > ip 10" EACH WAY I i ' o in � I SECTION — SIDEWALK N wN 1-2 TON ARMOR STONE m o 12" CRUSHED c° SLOPE 1.5 TO 1 SCALE: 1/2 =1 '-0 N STONE TOLERANCE 3"f N °0°0°°O°0 0 3" CLR, TYP. ° 00 0 000 0 ° ° ° ° o APPROX. EXISTING GROUND ° 0 0 \ 00 " °o°o°o` -mom 6 12 °°°°°o, m_m P_irrl:=momn=momma 1- 0 0 0 3" COVER ,TYP. °000000 EXCEPT WHERE NOTED °°000°000 0000, °°°000000. TOE STONE — 2'. TON MIN. 00oo BURIED 2' BELOW GRADE 12" BEDDING STONE °000000 6 12 FILTER FABRIC o°0 0 °000000. -0„0 0 000°0000000000000 — ° o 0 0 0 DETAIL END OF RAMP 00°0°0°00 NOT TO SCALE TYPICAL DETAIL SCALE: 1/2"=1 '-0" 2" X 4" POSTS DRIVEN 2'-0" INTO THE GROUND 6'—p" USE POST AND WIRE FENCE O.C. RI TO FASTEN FILTER FABRIC PROVIDE SLOT 2x4 TAPERED F- FILL W/SEALANT WOOD KEYWAY 0 - Ili is I yz iv FILTER FABRIC 6" BACKFILL MATERIAL PVC WATERSTOP EXTEND REBAR 18 FILL W/SEALANT THROUGH CONSTRUCTION `J JOINT FLS 6" MIN. r 90° CONSTRUCTION JOINT DETAIL 18 ol NOT To SCALE TOELAPSILT FENCE DETAIL o NOT TO SCALE ° = ' . v + . cl n S .a. INTERUPT 100% PVC WATERSTOP s HORIZ. REINF. " V ' GROOVE DETAIL PROPOSED PUBLIC ACCESS FACILITY IMPROVEMENTS Q NOT TO SCALE BOAT RAMP AND FLOATING DOCKS i DANVERS RIVER 1 /2" PREMOLDED FILLER 3i/4"x1 '-6" SLIP SALEM , MA DOWEL SLEEVE TYPICAL DETAILS EXPANSION JOINT DETAIL \* NOT TO SCALE CITY OF SALEM RECREATION DEPARTMENT AND n MASSACHUSETTS OFFICE OF FISHING AND BOATING ACCESS V01 OF N v�o� DAVID P. z FAY, SPOFFORD AND THORNDIKE, LLC 7� ANDER50N 5 BURLINGTON WOODS a 8 awl �o No.3711 B BURLINGTON, MA o ^' " DATE DECEMBER 2009 SHEET 2 OF 3 i 1 12,�q�o9 FS&T PROJECT NUMBER TS-027 [PROJECT NUMBER: PA-218 PLAN NUMBER: 3/8"x5"x 10"x 10" BENT PLATE 2x6 DIAGONAL BRACE, TYP. EAR TYPE CORNER HINGE FASTENED 3/4" THICK EAR 1 /2" THICK EARS WITH 1 /2" BOLTS WHICH TIE INTO 2x6 PERPENDICULARON MALE TYPE ON FEMALE TYPE INTERNAL 1 /4"x3"x5"x6" ANGLE DOCK FENDER SEE EAR TYPE HINGE DETAILS (SEE EAR TYPE HINGE DETAIL) 1 /2"0x18" CARRIAGE (2) 1/2"Ox6" CARRIAGE 3/8 2x8, TMP. 1/2"0 CARRIAGE BOLT, 2x10 2x8 BOLT, TYP. BOLTS, TYPICAL D D o D 2x10 TYP. ALL BOLTS 71o 0 -7 D o 11 10" 1 /2 0 CARRIAGE 0 12" BOLTS, TMP. o 0 0 0 0 0 0 0 0 0 0 o TMP. 2x8 2x8, TYP. Oo ® 2x8 2x8, TYP. 2x 10 --10"-- -----� 5" 9/16" SQUARE �j / HOLES, TYP. 0 1 /4"x3"x5"x6" HOLESSQTYPRE I ANGLE5/4x6 IPE DECKING 11 o 13 D 1 /4!'x3"x5"x6" I ® 0 ® 0 O 3-1 /2 p ANGLE, TYP./ \ _ � / D D D D I 0 0 0 0 0 o 0 0 0 0 0 2-1 /2" 2X10 6,_0„ 2x8 CROSS BRACE DETAIL — EAR TYPE HINGE SCALE: 1 -1 /2" =1 '-0" PLAN — TIMBER FLOAT RAMP (DECKING NOT SHOWN) PILE HOOP SCALE: 1 /2" =1 '-0" PLAN VIEW SCALE: 1 /2 =1 '—o" PILE 2'-6"t TOP EL. 19.0 TYPICAL 5/4x6 IPE DECKING DOCK FENDER 3-7/8" 7 241/2 1p 1 /4" GALV. STEEL 3/4" " I MOUNTING FRAME S DIA. CONC. FILLED W/ 1 /2" GALV. STEEL PILE CARRIAGE BOLTS ft It o a D D I 9/16" SQ. i 1-1 HOLE 4x6 FULL LENGTH SKID 15° PONTOON (6 REQ'D.) S.S. BOLTS AND 20'-0" CENTERLINE OF PINS 1 /2"Ox4" GALV. S.S.. NYLON FF LAGBOLT, 18" O.C. LOCK NUTS N \ N SIDE ELEVATION URETHANE SCALE: 1/2 =1 '—o" ROLLERS DETAIL RUBBER DOCK FENDER T NOT TO SCALE 1 1 /2" O.D. GALV. STEEL - 1 1 /2" SCHED. 40 GALV. PIPE SCHED. 40 PIPE 12 WIDE DCOV PLATE,DIAMOND LONG FLOAT PILE DETAIL PILE HOOP DETAIL 1/2"0x18" CARRIAGE BOLT NOT TO SCALE NOT TO SCALE 1/4"x3"x5"x6" ANGLE 5/4x6 IPE DECKING 2 PER PONTOON 1 /270x4' GALV. CARRIAGE BOLT CROSS BRACE r HANDRAIL TO BE FLAT WASHER 1 /2"0 CARRIAGE BOLTS THRU BOLTED COMPRESSION SPRING TYPICAL CONTINUOUS DOCK FENDER 0 w0000 0 (SAME SIDE AS CLEATS) FLAT WASHER LOCK NUT NOTES: G NOTE: II II 2x6 PERPENDICULAR HINGE BETWEEN FLOATS 1 . ALL BOLTS, NUTS AND WASHERS SHALL BE HOT—DIP HANDRAIL TO BE INSTALLED TO END FLOAT ONLY. FASTEN II II 15 PONTOON GALVANIZED. WITH 1 /2" DIA. GALV. BOLTS —STEEL AND GALV. STEEL ANGLES PILE 2. ALL STEEL ANGLES USED TO FASTEN THE FLOAT FRAMING BOLTED TO FLOAT FRAMING. 4x6 FULL LENGTH SKID 1. PROVIDE TWO SPRING BOLTS PER TOGETHER, AS WELL AS THE STEEL FLOAT HINGES, SHA'L'L COVER PLATE. FASTEN COVER PLATE TEMPORARY BE HOT—DIP GALVANIZED AFTER FABRICATION. 7 6" COUNTERSINK BOLT TO ONE SIDE OF HINGE ONLY, TO 6„ CASING ALLOW FOR FLEX OF HINGE. SOIL MIN. SECTION 2. ALL EDGES OF COVER PLATE TO — ii I i I - , I— SCALE: 3/4"=1 '—O" BE DEBURRED AND ROUNDED OVER. 3. TYPICAL AT ALL FLOAT TO FLOAT TREMIE CONCRETE AND RAMP TO FLOAT CONNECTIONS ROCK DETAIL — HINGE COVER PLATE 6' MIN. SCALE: 1 -1 /2"=1 '—O" PROPOSED PUBLIC ACCESS FACILITY IMPROVEMENTS BOAT RAMP AND FLOATING DOCKS to ROCK SOCKET DANVERS RIVER 8" PILE ANCHORAGE DETAIL SALEM , MA NOT TO SCALE 45" 33" FLOAT DETAILS MATERIAL: MARLEX HXM 50100 OR EQUIVALENT CITY OF SALEM RECREATION DEPARTMENT AND COLOR: BLACK11011 RECESSED HOLE FOR MASSACHUSETTS OFFICE OF FISHING AND BOATING ACCESS GUAGE: 100 TOP 5/16" DIA. HEX BOLT .220 BOTTOM OF FAY, SPOFFORD AND THORNDIKE, LLC DAVID P. 5 BURLINGTON WOODS FOAM CORE: PRE—FORMED EXPANDED POLYSTYRENE (EPS) ANDERSON BURLINGTON, MA MINIMUM 1 .0# PER CUBIC FOOT DENSITY 2 REQUIRED EACH FLOAT, BOAT RAMP SIDE ONLY No IVIL w g C"ifDATE DECEMBER 2009 SHEET 3 OF 3 PONTOON DETAIL DETAIL — 8" MALLEABLE IRON CLEAT e` A ' 10 .ro FS&T PROJECT NUMBER NOT TO SCALE NOT TO SCALE 1 17.1 TS-027 PROJECT NUMBER: PA-218 PLAN NUMBER: