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KERNWOOD STREET - ZONING (3) i• Enter your transmittal number ♦ x224263 Transmittal Number Your unique Transmittal Number can be accessed online: http://mass.gov/der)/service/online/trasmfrm.shtm or call MassDEP's Infol-ine at 617-338-2255 or 800-462-0444(from 508, 781, and 978 area codes). Massachusetts Department of Environmental Protection Transmittal Form for Permit Application and Payment 1. Please type or A. Permit Information print.A separate Transmittal Form BRP WW01 Chapter 91 Waterways License must be completed 1.Permit Code:7 or 8 character code from permit instructions 2.Name of Permit Category for each permit Reconstruct and maintainn-existin application. < public access boat-ramp--i, J.Type of Project or Activity _i--`- 2. Make your check payable to B. Applicant Information - Firm or Individual the Commonwealth of Massachusetts City of Salem c/o Recreation Department and mail it with - Name of Firm-Or,if a needing copy of this form to: party 9 this approval is an individual enter name below: DEP, P.O.Box Bollen Doug 4062, Boston, MA 2.Last Name of Individual 3.First Name of Individual 4.MI 02211. 93 Washington Street 5.Street Address 3. Three copies of Salem MA 01970 978.744.0180 this form will be 6.Ci !town needed. ty 7.State 8.Zip Code 9.Telephone# 10.Ext.# Doug Bollen dbollen@salem.com Copy 1 -the 11.Contact Person 12. e-mail address o tional original must ( P ) accompany your permit application. C. Facility, Site or Individual Requiring Approval Copy 2 must accompany your Kernwood Street Boat Ramp fee payment. 1. Name of Facility,Site Or Individual Copy 3 should be 24 Kernwood Street retained for your 2.Street Address records Salem MA 01970 4. Both fee-paying 3.City/Town 4.State 5.Zip Code 6.Telephone# 7.Ext.# and exempt applicants must 8. DEP Facility Number(if Known) 9.Federal I.D.Number(if Known) 10. BWSC Tracking#(if Known) mail a copy of this transmittal form to: D. Application Prepared by (if different from Section B)* Mass DEP P.O.Box 4062 Fay, Spofford &Thorndike LLC Boston,MA 1. Name of Firm Or Individual 02211 5 Burlington Woods 2.Address Note: Burlington MA 01803 781-221-1000 For BWSC Permits, 3.City/Town 4.State 5.Zip Code 6.Telephone# 7.Ext.# enter the LSP. David P. Anderson, RE 8.Contact Person 9.LSP Number(BWSC Permits only) E. Permit - Project Coordination 1. Is this project subject to MEPA review? ❑ yes ® no If yes, enter the project's EOEA file number-assigned when an Environmental Notification Form is submitted to the MEPA unit: EDEA File Number F. Amount Due DEP use Only Special Provisions: 1. ® Fee Exempt(city,town or municipal housing authority)(state agency if fee is$100 or less). Permit No: There are no lee exemptions for BWSC permits, regardless of applicant status. 2. ❑ Hardship Request-payment extensions according to 310 CMR 4.04(3)(c). Recd Date. 3. ❑Alternative Schedule Project(according to 310 CMR 4.05 and 4.10). 4. ❑ Homeowner(according to 310 CMR 4.02). Reviewer NA NA Check Number Dollar Amount Date tr-fonnw.doc•rev. 1/07 Page 1 o' 1 APPLICATION FOR A CHAPTER 91 WATERWAYS LICENSE RECONSTRUCTIVE MAINTENANCE OF THE KERNWOOD STREET BOAT RAMP SALEM, MA AUGUST 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:\TS-027-PAB-SALEM\07-EnviroPermits\DEPChpt91\CHAP91 Cover_Attachments.doc Fay, Spofford & Thorndike, LLC August 2008 Kernwood Street Boat Ramp, Salem List of Attachments Chapter 91 Waterways License Application Location Plan Project Narrative Plans Order of Conditions CHAPTER 91 WATERWAYS LICENSE APPLICATION Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program x224263 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Important: Whenfilling out A. Application Information (Check one) fors on the computer,use NOTE: For Chapter 91 Simplified License application form and information see the Self Licensing only the tab key Package for BRP WW06. to move your cursor-do not Name (Complete Application Sections) Check One Fee Application# use the return key. � WATER-DEPENDENT - I�il GeneralA-H ( ) ❑ Residential with <4 units $175.00 BRP WW01a e /� II ❑ Other $270.00 BRP WW01b For assistance ..........L] Extended Term $2730.00 BRP WW01c _..___._.._.._..___.._.._.._.._._.._.._.._.. .......................... ._.._.._..___.._.._..___ in completing this Amendment(A-H) ❑ Residential with <4 units $85.00 BRP WW03a application, please see the "Instructions". ❑ Other $105.00 BRP WW03b NONWATER-DEPENDENT- Full (A-H) ❑ Residential with <4 units $545.00 BRP WW15a ❑ Other $1635.00 BRP WW15b ❑ Extended Term $2730.00 BRP W W 15c _._.._.-_.._.._..........._._..___.._.._.._.._._.._..______.._____............._.........._.._.._.._.._.._.._.._ Partial (A-H) [IResidential with <4 units $545.00 BRP WW14a ❑ Other $1635.00 BRP WW14b ❑ Extended Term $2730.00 BRP WW14c ..............................................._..........._.._.........._..........._ _...................._.........._..........._.._.._ Municipal Harbor Plan (A-H) [:] Residential with <4 units $545.00 BRP WW 16a ❑ Other $1635.00 BRP WW16b ❑ Extended Term $2730.00 BRP W W 16c _........._.........___..........._.._.........___._.._........................_......................_.___.._........_........... __ Joint MEPA/EIR (A-H) ❑ Residential with <4 units $545.00 BRP WW17a ❑ Other $1635.00 BRP WW17b ❑ Extended Term $2730.00 BRP WW17c _.__........._____._.._........___..................._.........._ .......... __ Amendment(A-H) ❑ Residential with <4 units $435.00 BRP WW03c ❑ Other $815.00 BRP WW03d ❑ Extended Term $1090.00 BRP WW03e CH91 App.doc•Rev. 6/06 Page 1 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program x224263 Chapter 91 Waterways License Application -310 cMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment B. Applicant Information Proposed Project/Use Information 1. Applicant: Doug Bollen;DirectorC)ty of`$alem c/o Recieation dttolliridsalem.com Department E-mail Address and Douglas H. Cameron Asst_Director MA Office of Elshmg and;Boating4ccess �s 1440 Soldiers Field(toad Brighton MA 02135 Note:Please refer $fll8m - to the"Instructions" MA 01970 City/Tom State Zip Code 978.14.61-66 978:744:7225 Telephone Number Fax Number 2. Authorized Agent (if any): m Fay;Spofford -Thomilfke-LSC iianilerson�fsiinc corgi David F "Anderson„P:f, E-mail Address 5 8nrllrt9ton:'1Nt�s Mailing Address BUrI_.—_!9�n MA 61803 City/Town State Zip Code 781-221-1000 781 221-1D00 Telephone Number Fax Number - C. Proposed Project/Use Information 1. Property Information (all information must be provided): Doeg.Bollt—blir-V51Pa"tk 'rcciiam Services�Caty of Ss{ei a Owner Name(if different from applicant) 28 A©1$0 420-30'-52" -700-54'-5” Tax Assessor's Map and Parcel Numbers Latitude Longitude 83'VUa§�reeE;'"Salami MA; 01870 Street Address and City/rown State Zip Code 2. Registered Land ❑ Yes ® No 3. Name of the water body where the project site is located: Danvers River 4. Description of the water body in which the project site is located (check all that apply): Type Nature Designation ❑ Nontidal river/stream ® Natural ❑ Area of Critical Environmental Concern ® Flowed tidelands ❑ Enlarged/dammed ❑ Designated Port Area ❑ Filled tidelands ❑ Uncertain ❑ Ocean Sanctuary ❑ Great Pond ❑ Uncertain ❑ Uncertain CH91 App.doc•Rev. 6/06 Page 2 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program x224263 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment C. Proposed Project/Use Information (cont.) Select use(s)from Project Type Table 5. Proposed Use/Activity description on pg.2 of the "Instructions" It is proposed to reconstruct and maintain the existing public access boat ramp and to construct and maintain floating boarding docks and miscellaneous work. 6. What is the estimated total cost of proposed work (including materials & labor)? $500k-600k 7. List the name &complete mailing address of each abutter (attach additional sheets, if necessary). An abutter is defined as the owner of land that shares a common boundary with the project site, as well as the owner of land that lies within 50' across a waterbody from the project. See Plans Name Address Name Address Name Address D. Project Plans 1. I have attached plans for my project in accordance with the instructions contained in (check one): ® Appendix A (License plan) ❑ Appendix B (Permit plan) 2. Other State and Local Approvals/Certifications ❑ 401 Water Quality Certificate Date of Issuance ® Wetlands 64-474 File Number ❑ Jurisdictional Determination JD- File Number ❑ MEPA File Number ❑ EOEA Secretary Certificate Date ❑21 E Waste Site Cleanup RTN Number CH91 App.doc•Rev. 6106 Page 3 of 13 Massachusetts Department of Environmental Protection VOW of Resource Protection - Waterways Regulation Program Chapter 91 Waterways License Application -310CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment E. Certification All applicants, property owners and authorized agents must sign this page. All future application correspondence may be signed by the authorized agent alone. "I hereby make application for a permit or license to authorize the activities I have described herein. Upon my signature, I agree to allow the duly authorized representatives of the Massachusetts Department of Environmental Protection and the Massachusetts Coastal Zone Management Program to enter upon the premises of the project site at reasonable times for the purpose of inspection." "I hereby certify that the information submitted in this application is true and accurate to the best of my knowledge." plicant' igna ur Date Property Owner's signature(if different than applicant) Date "V` dD -- G I i';I o8 Agent's signature(if applicable) Date CH91 App.doc•Rev. 6/06 Page 4 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program x224263 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment F. Waterways Dredging Addendum 1. Provide a description of the dredging project ❑ Maintenance Dredging (include last dredge date & permit no.) ❑ Improvement Dredging Material will be excavated in the dry, within the cofferdam to accomplish resonstructive maintenance Purpose of Dredging 2. What is the volume (cubic yards) of material to be dredged? Excavated volume below MHW =301 cy 3. What method will be used to dredge? ❑ Hydraulic ® Mechanical ❑ Other 4. Describe disposal method and provide disposal location (include separate disposal site location map) Per contract documents to be developed, the selected contractor will be responsible for lawful offsite disposal. 5. Provide copy of grain size analysis. If grain size is compatible for beach nourishment purposes, the Department recommends that the dredged material be used as beach nourishment for public beaches. Note: In the event beach nourishment is proposed for private property, pursuant to 310 CMR 9.40(4)(a)1, public access easements below the existing high water mark shall be secured by applicant and submitted to the Department. CH91 App.doc•Rev.6/06 - Page 5 of 13 I Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program x224263 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Doug Bollen Director City of Salem c/o Recreation Department Name of Applicant 24 Kentwood Street Danvers River Salem Project street address Waterway City/Tom Description of use or change in use: No change in use Project reconstructs existing water dependant public access boat ramp To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and bylaws." / /loMvs i P. f llrr� S Printed Name of Municipal Official Dat--C Signature of MunicipalOfficial Title city/Town C9 PP H 1 A .d c•Rev. 6/06 Page 6 of 13 0 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program x224263 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment H. Municipal Planning Board Notification Notice to Doug Bollen Director City of Salem c/o Recreation Department Applicant: Name of Applicant Section H should 24 Kernwood Street Danvers River Salem be completed and Project street address Waterway cityliown submitted along with the original Description of use or change in use: application material. No change in use. Project reconstructs existing water dependant public access boat ramp. To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans have been submitted by the applicant to the municipal planning board." / ,N U✓I�h 1..$ ( 'y Printed—d trrFFFaraa nnne of Municipal Official Dat I�ru�a12 PCD 0-41 4,W1 4S, of Municipal Official Title City/rown Note: Any comments, including but not limited to written comments, by the general public, applicant, municipality, and/or an interested party submitted after the close of the public comment period pertaining to this Application shall not be considered, and shall not constitute a basis for standing in any further appeal pursuant to 310 CMR 9.13(4) and/or 310 CMR 9.17. CH91 App.doc•Rev. 6/06 Page 7 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program x22a283 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment Appendix A: License Plan Checklist General View u PE or RLS, as deemed appropriate by the Department, stamped and signed, in ink, each sheet within 8 1/2 inch by 11 inch border Format and dimensions conform to"Sample Plan" (attached) L�v�S Minimum letter size is 1/8 of an inch if freehand lettering, 1/10 of an inch if letter guides are used u Sheet number with total number in set on each sheet (� Title sheet contains the following in lower left: Plans accompanying Petition of[Applicant's name, structures and/or fill or change in use, waterway and municipality] North arrow [�J Scale is suitable to clearly show proposed structures and enough of shoreline, existing structures and roadways to define its exact location Scale is stated &shown by graphic bar scale on each sheet Initial plans may be printed on bond; final plans due before License issuance must be on 3mil Mylar. Structures and Fill All Structures and Fill shown in full BLACK lines, clearly labeling which portions are existing, which are Proposed and indicating Existing Waterways Licenses Cross Section Views show MHW' and MLW' and structure finish elevations dDredge or Fill, actual cubic yardage must be stated and typical cross sections shown (� All Structures and Fill shown in full BLACK lines, clearly labeling which portions are existing, ( which are Proposed and indicating Existing Waterways Licenses u Cross Section Views show MHW' and MLW' and structure finish elevations [�J( Dredge or Fill, actual cubic yardage must be stated and typical cross sections shown u Actual dimensions of structures(s) and or fill and the distance which they extend beyond MHW' or OHW' Art{ ❑ Change in Use of any structures on site must be stated See 310 CMR 9.02, Waterways Regulations definitions of High Water Mark, Historic High Water Mark, Historic Low Water Mark, and Low Water Mark. Note: DEP may, at its discretion, accept appropriately scaled preliminary plans in lieu of the plans described above. In general, DEP will accept preliminary plans only for non-water dependent projects and projects covered by MEPA to address site design components such as visual access, landscaping & site coverage. Anyone wishing to submit preliminary plans must obtain prior approval of the DEP Waterways Program before submitting them with their application. CH91 App.doc•Rev.6/06 Page 8of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program x224263 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Appendix A: License Plan Checklist (cont.) Boundaries Property lines, full black lines, , along with abutters' names and addresses [� Mean High Water (MHW)'or Ordinary High Water (OHW)', full black line [Jf Mean Low Water(MLW)', black dotted line, (.............) [� Historic MHW- or OHW (----) d Historic MLW- (... ... _.._) NA ❑ State Harbor Lines, black dot-dash line (— . — . — . —) with indication of Chapter& Act establishing them (Ch. , Acts of) ❑ Reference datum is National Geodetic Vertical Datum (NGVD) or (NAVD). LJ Floodplain Boundaries according to most recent FEMA maps AM ❑ Proposed & Existing Easements described in metes & bounds Water-Dependent Structures Distance from adjacent piers, ramps or floats (minimum distance of 25'from property line, where feasible) [✓f Distance from nearest opposite shoreline wA❑ Distance from outside edge of any Navigable Channel A/ft ❑ Access stairs at MHW for lateral public passage, or 5 feet of clearance under structure at MHW. Non Water-Dependent Structures n/h ❑ Depict extent of "Water-dependent Use Zone". See Waterways Regulations at 310 CMR 9.51453 for additional standards for non water-dependent use projects. Note: Final Mylar project site plans will be required upon notice from the Department, prior to issuance of the Chapter 91 Waterways License. CH91 App.doc•Rev. 6/06 Page 9 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program x224263 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Appendix A: License Plan Checklist Cont. w Registry Statement 31/2 inches--w-o 5 inches------40- A ti+ Locus p Map First Sheet 0 nM m a, c e 1 „ 2114 inches-* Sample Plan U 8112 inch e P.E. Or R.LS Sxamp �3 3r4 inche Plan Accompanying Petition of... DEP Stamp T First Sheet Only 314 " Border CH91 App.doc•Rev. 6/06 Page 10 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X22a2s3 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Appendix B: Dredging Permit Plan Checklist For projects applying for dredging permits only, enclose drawings with the General Waterways Application that include the following information: General View ❑ Submit one original of all drawings. Submit the fewest number of sheets necessary to adequately illustrate the project on 8-1/2 inch X 11 inch paper. ❑ A 1-inch margin should be left at the top edge of each drawing for purposes of reproduction and binding. A 1/2 inch margin is required in the three other edges. ❑ A complete title block on each drawing submitted should identify the project and contain: the name of the waterway; name of the applicant; number of the sheet and total number of sheets in the set; and the date the drawing was prepared. ❑ Use only dot shading, hatching, and dashed or dotted line to show or indicate particular features of the site on the drawings. ❑ If deemed appropriate by the Department, certification by the Registered Professional Engineer or Land Surveyor is included. Plan View ❑ North Arrow ❑ Locus Map ❑ Standard engineering scale. ❑ Distances from channel lines and structures if appropriate. ❑ Mean high water and mean low water shorelines (see definitions of"High Water Mark' and "Low Water Mark' at 310 CMR 9.02, C. 91 Regulations). ❑ Dimensions of area proposed to be dredged or excavated. ❑ Notation or indication of disposal site. ❑ Volume of proposed dredging or excavation. ❑ Ordinary high water, proposed drawdown level, and natural (historic) high water(for projects lowering waters of Great Ponds). Section Views ❑ Existing bottom and bank profiles. ❑ Vertical and/or horizontal scales. ❑ Proposed and existing depths relative to an indicated datum. ❑ Elevation and details of control structure (for projects lowering waters of Great Ponds). CH91App.doc•Rev.6/06 Page 11 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program x224263 Chapter 91 Waterways License Application -310CMR9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Appendix C: Application Completeness Checklist Please answer all questions in the General Waterways Application form. If a question does not apply to your project write "not applicable" (n/a) in that block. Please print or type all information provided on the form. Use black ink (blue ink or pencil are not easily reproducible, therefore, neither will be accepted). If additional space is needed, attach extra 8-1/2" x 11" sheets of paper. NR ❑ Proper Public Purpose: For nonwater-dependent projects, a statement must be included that explains how the project serves a proper public purpose that provides greater benefit than detriment to public rights in tidelands or great ponds and the manner in which the project meets the applicable standards. If the project is a nonwater-dependent project located in the coastal zone, the statement should explain how the project complies with the standard governing consistency of the policies of the Massachusetts Coastal Zone Management Program, according to 310 CMR 9.54. If the project is located in an area covered by a Municipal Harbor Plan,the statement should describe how the project conforms to any applicable provisions of such plan pursuant to 310 CMR 9.34(2). 0 Plans: Prepared in accordance with the applicable instructions contained in Appendix A-B of this application. For initial filing, meet the requirements of 310 CMR 9.11(2)(b)(3). Applicant Certification:All applications must be signed by"[he landowner if other than the applicant. In lieu of the landowner's signature,the applicant may provide other evidence of legal authority to submit an application for the project site." If the project is entirely on land owned by the Commonwealth (e.g.most areas below the current low water mark in tidelands and below the historic high water mark of Great Ponds), you may simply state this in lieu of the"landowner's signature". Municipal Zoning Certification: If required, applicants must submit a completed and signed Section E of this application by the municipal clerk or appropriate municipal official or, for the initial filing, an explanation of why the form is not included with the initial application. If the project is a public service project subject to zoning but will not require any municipal approvals, submit a certification to that effect pursuant to 310 CMR 9.34(1). (� Municipal Planning Board Notification: Applicants must submit a copy of this application to the municipal planning board for the municipality where the project is located. Submittal of the complete application to DEP must include Section H signed by the municipal clerk, or appropriate municipal official for the town where the work is to be performed, except in the case of a proposed bridge, dam, or similar structure across a river, cove, or inlet, in which case it must be certified by every municipality into which the tidewater of said river, cove, or inlet extends. Final Order of Conditions: A copy of one of the following three documents is required with the filing of a General Waterways Application: (1) the Final Order of Conditions (with accompanying plan) under the Wetlands Protection Act; (2) a final Determination of Applicability under that Act stating that an Order of Conditions is not required for the project; or (3) the Notice of Intent for the initial filing (if the project does not trigger review under MEPA). NA ❑ Massachusetts Environmental Protection Act(MEPA): MGL 30, subsections 61-61A and 301 CMR 11.00, submit as appropriate: a copy of the Environmental Notification Form (ENF) and a Certificate of the Secretary of Environmental Affairs thereon, or a copy of the final Environmental Impact Report (EIR) and Certificate of the Secretary stating that it adequately and properly complies with MEPA; and any subsequent Notice of Project change and any determination issued thereon in accordance with MEPA. For the initial filing, only a copy of the ENF and the Certificate of the Secretary thereon must be submitted. Note: If the project is subject to MEPA, the Chapter 91 Public Notice must also be submitted to MEPA for publication in the"Environmental Monitor". MEPA filing deadlines are the 151"and 30'"of each month. CH91 App.doc•Rev.6/06 Page 12 of 13 I Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program x224263 Chapter 91 Waterways License Application -310 CMR s:oo Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Appendix C: Application Completeness Checklist cont. ,y/1 ❑ Water Quality Certificate: if applicable, pursuant to 310 CMR 9.33, is included. NA ❑ Other Approvals: as applicable pursuant to 310 CMR 9.33 or, for the initial filing, a list of such approvals which must be obtained. Projects involving dredging: NA ❑ The term "dredging" means the removal of materials including, but not limited to, rocks, bottom sediments, debris, sand, refuse, plant or animal matter, in any excavating, clearing, deepening, widening or lengthening, either permanently or temporarily, of any flowed tidelands, rivers, streams, ponds or other waters of the Commonwealth. Dredging includes improvement dredging, maintenance dredging, excavating and backfilling or other dredging and subsequent refilling. Included is a completed and signed copy of Part F of the application. Filing your Completed General Waterways Application: [J1 For all Water-Dependent applications—submit a completed General Waterways Application and all required documentation with a photocopy of both payment check and DEP's Transmittal Form for Permit Application & Payment to the appropriate DEP regional office (please refer to Pg. 10 of the "Instructions"for the addresses of DEP Regional Offices). NA ❑ For all Non Water-Dependent applications—submit a completed General Waterways Application and all required documentation with a photocopy of both payment check and DEP's Transmittal Form for Permit Application &Payment to DEP's Boston office. Department of Environmental Protection Waterways Regulation Program 9 9 One Winter Street Boston, MA 02108 U✓ Application Fee Payment for ALL Waterways Applications: Send the appropriate Application fee' (please refer to Page 1 of the "Application"), in the form of a check or money order, along with DEP's Transmittal Form for Permit Application & Payment Department of Environmental Protection P.O. Box 4062 Boston, MA 02211 Under extreme circumstances, DEP grants extended time periods for payment of license and permit application fees. If you qualify, check the box entitles "Hardship Request" on the Transmittal Form for Permit Application & Payment. See 310 CMR 4.04(3)(c) to identify procedures for making a hardship request. Send hardship request and supporting documentation to the above address. NOTE: You may be subject to a double application fee if your application for Chapter 91 authorization results from an enforcement action by the Department or another agency of the Commonwealth or its subdivisions, or if your application seeks authorization for an existing unauthorized structure or use. CH91 App.doc•Rev. 6/06 Page 13 of 13 LOCATION PLAN Fay. Spofford & Thorndike, LLC August 2008 Location Plan Not to scale Reconstructive Maintenance of Existing Public Access Boat Ramp 24 Kemwood Street Salem, MA 'C l.i O fdI1C 5 :, ��" •' J I1 �s ¢ _��•PS �. e �P,'��.. LOCKS akd x,40 ry Point _ .. C�,LI=.�P - 'fie" �`2•�" I- . rnp sal. " mCc ' -- --- h— l El �� x ,Qal' "Salert�Neck s - C.& i' Polnr !F"^4• :. Na 4 G I •O ! Rock -' ael��t d :. i nd 1. .f t � .\�', .In � ���,• � Sub SB,�♦xq�,.y', . . '.�� Pcke,qp //V�Q���. �a. fes. eaNpbpP"" .$aOt Flan+p Knepp. 141 6 �� �• Haft d, /. tract +'BoRoat s j �; � ..omrt(ti • seWm Tenn Ial :: y% i S O lJ T H .- / Neopos I: / t. II l Folger. .x, Pant l F> �> ♦ a , Long Point S At�E M1T /p YS A tC )Ifl/FHO}Z.. O� R L • ! - M1 :�, "4 Palmer / � � °�" �'__. It 1 Source: MassGIS Scanned Quads—July 1996 R:\TS-02'-PAB-SALEM\07-EnviroPermiLc\DEPChpt91\Location Plan.doc PROJECT NARRATIVE Fay, Spofford & Thorndike, LLC August 2008 Kemwood Street Boat Ramp, Salem Project Description for the Chapter 91 Waterways License Application for Reconstructive Maintenance of the Kernwood Street Public Access Boat Ramp Salem, MA DESCRIPTION The subject Chapter 91 Waterways License Application 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 EI —0.3 ft. Precast concrete propeller (prop) was pads will be positioned outboard of the end of the ramp to protect the underlying material from erosion caused by boat operations. COASTAL RESOURCE AREAS R:\TS-027-PAB-SALEM\07-EmiroPemits\DEPChpt91\ProiDescResAreaslmpactCH91.doc ] Fay, Spofford & Thorndike, LLC August 2008 Kemwood Street Boat Ramp, Salem 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 Approximately 23 linear ft of the reconstructed ramp is within Land Under the Ocean (LUO) as measured along the construction baseline, outboard from the Mean Low Water line. The LUO impact area is approximately 1,273 s.£ and includes a portion of the ramp, prop wash pads, and excavation on the North, East and South sides of the 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 Approximately 749 square ft of Coastal Beach (CB) will be impacted by extending the existing rip rap slopes on the North and South sides of the ramp for support and protection. 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. 310 CMR 10.30 Coastal Bank R:\TS-027-PAB-SALEM\07-EnviroPennits\DEPChpi9I\ProjDescResAreaslmpactCH9 Ldoc 7 Fay, Spofford & Thorndike, LLC August 2008 Kemwood Street Boat Ramp, Salem The existing boat ramp crosses the Coastal Bank and existing rip rap armor stone covers the bank on each side of the ramp. It 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 silt 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 resource. R:\TS-0?7-PAB-SALEM\07-Enr iroPermits\DEPChpt91\ProlDescResAreaslmpactCH91.doc j PLANS I CERTIFY THAT THIS PLAN, AS PREPARED, CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTRY OF DEEDS. 4. k(�' , P. 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MASSACHUSETTS OFFICE OF FISHING AND AN BOATING ACCESS TO LICENSE, RECONSTRUCTCIVIL Na 37119 AND MAINTAIN THE EXISTING WATER DEPENDENT PUBLIC ACCESS BOAT RAMP IN DANVERS \ RIVER, CITY OF SALEM, MASSACHUSETTS FAY, SPOFFORD & THORNDIKE, LLC �,9 BURLINGTON, MA AUGUST, 2008 1 SHEET 2 OF 6 F m m ;o -0 D (v K: 0 -v cD :zcZOD -1r ;o-< m (D o > u) Z EL. 19.0 ZVI - Ar- ZDrD O - n � D C ; o z o m D O m 3 6'-0" 30'-0" CLEAR m ocnzm -imv D o m N cn N 0 z 12" CONC. FILLED CONSTRUCTION {� o m m N m PIPE PILE, TYP. TIMBER FLOAT Fnamo -n � � MHW 9.0 0 n m z 2'-6" 191-01, 18'-0" S" C.I.P. CONC. Z D > z z m -1 EXISTING ARMOR STONE o � M N v m m D o GROUND 7 1.5 1.5 > 2 > � z / N X 0 m m =- K: o FILTER FABRIC 12" CRUSHED N z o O z STONE M v N z D M BEDDING STONE U CONC. CAP ON EXISTING STONE BEDDING STONE o z m N N o ozv 4 FILTER FABRIC STONE MOUND, TYP. MOUND FILTER FABRIC m SECTION �2 � U m N C) D N O D J 30'-0" CLEARo m CONSTRUCTION m o Ln 13'-0" 18'-0" N 0 r o MHD VA4 31/2" BITUM. 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PROFESSIONAL ENGINEER DATE M s 19 PROJECT LOCATION 24 00 12 2 ADJACENT PROPERTY OWNERS REFERENCE NUMBER SEE SHEET 6 OF 6 -p G"Fy� 4 II I I 1 I kp SCALE: 1"=400' F� ABUTTERS PLAN PLAN ACCOMPANYING PETITION OF THE CITY FJb � OF SALEM, RECREATION DEPARTMENT AND OA�D MASSACHUSETTS OFFICE OF FISHING AND RSON BOATING ACCESS TO LICENSE, RECONSTRUCT cdwL N0.37119 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 5 OF 6 I CERTIFY THAT THIS PLAN, AS PREPARED, CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTRY OF DEEDS. '\M' 4�1 PROFESSIONAL ENGINEER DATE r LIST OF ABUTTERS KERNWOOD COUNTRY CLUB Q 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 PLAN ACCOMPANYING PETITION OF THE CITYtNor OF SALEM, RECREATION DEPARTMENT AND DAVID P. MASSACHUSETTS OFFICE OF FISHING AND MERSO ANDERSON BOATING ACCESS TO LICENSE, RECONSTRUCT WMAL AND MAINTAIN THE EXISTING WATER DEPENDENT N0.37119 PUBLIC ACCESS BOAT RAMP IN DANVERS RIVER, CITY OF SALEM, MASSACHUSETTS FAY, SPOFFORD & THORNDIKE, LLC BURLINGTON, MA AUGUST, 2008 SHEET 6 OF 6