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0051 SHIPS EAGLE LANE
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'.. ar:-.ram..... �� �"'-� ,.�! ...r+.'�'� �"..ems.... ., .. -�....... Yj x Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X231426 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning'Certificate Edmund F. Kelly Name of Applicant 51 Ships Eagle Lane Centerville River Osterville Project street address Waterway Cityfrpwn Description of use or change in use: Enlarge existing float(on licensed dock-#5177)for recreational boating. 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 j license application and plans is not in violation of local zoning ordinances and bylaws." Print d Name of Municipal Official Dat I. e ,f 0✓P4- Barnstable . ure o unicipa fficial Title City/Town CH91App.doc-Rev.6/06 Page 6 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X231426 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Important: A. Application Information Check one When filling out PP � ( ) forms 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- ITV General A-H ( ) ® Residential with <4 units $175.00 BRP WW01a ❑ Other $270.00 BRP WW01b ❑ Extended Term $2730.00 BRP WW01c Forassistance ............-..-........--.......--•-.............------------.._..-..-..-••-........-..........................--..................-..-........----.._.._.. 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 WW15c Partial (A-H) ❑ Residential with <4 u $545.00 BRP WW14a ❑ Other O $1635.00 BRP WW14b ❑ Extended T $2730.00 BRP WW14c Municipal Harbor Plan (A-H) ❑ Residential with <4 units $545.00 BRP WW16a ❑ Other $1635.00 BRP WW16b ❑ Extended Term $2730.00 BRP WW16c 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 $1090.00 BRP WW03e CH91App.doc-Rev.6/06 Page 1 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X231426 Chapter 91 Waterways License Application -310 CnnR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment B. Applicant Information Proposed Project/Use Information 1. Applicant: °ell E Name T E-mail Address ��5�ulle]Iesley�Sfreei Mailing Address Note:Please refer to the"Instructions" E1Nest°rt I�iassachusfts p �iQ3 City/Town State Zip Code Telephone Number Fax Number 2. Authorized Agent(if any): Sfep'_n Ulrwilsofr - COMM-011, er�.�j+.e_:cow Name E-mail Address axter�Nge3 ,ili�inen� 'SQrveytng7�$= orttS, .eet Mailing Address .yann'is __ ssachsetts Q2fi Citylrown State Zip Code Q.8���7�17622 Telephone Number Fax Number C. Proposed Project/Use Information 1. Property Information (all information must be provided): i Owner Name(if different from applicant) M&S-6 fors=l tapl t64 ar; €d 1i9 Tax Assessor's Map and Parcel Numbers Latitude Longitude 51 Shy p 91eZ C n s€�;viNO Ma -r%'. As, ? f Street Address and City/Town State Zip Code 2. Registered Land ®Yes ❑ No Q 3. Name of the water body where the project site is located: O Centerville River 4. Description of the water body in which the project site is located (check all that apply): Type Nature Desiqnation ❑ 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 CH91App.doc•Rev.6/06 Page 2 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X231426 Transmittal No. Chapter 91 Waterways License Application-310 CMR 9.00 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 Non-commercial docking and boating access to navigable water 6. What is the estimated total cost of proposed work(including materials & labor)? $15,000.00 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. Please refer to attached sheet 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 Q \\ Date of Issuance ®Wetlands SE 3-4832 \\"� File Number v ❑ Jurisdictional Determination JD- File Number ❑ MEPA File Number ❑ EOEA Secretary Certificate Date ❑ 21 E Waste Site Cleanup RTN Number I CH91App.doc•Rev.6/06 Page 3 of 13 AbutterReport Page 1 of 1 Adjacent (Please choose abutter list type) Abutter List for Map & Parcel(s): '164019' Default buffer of parcels adjacent to the selected parcel Total Count: 5 Close teZip Map&Parcel Owners Owner2 Addressl Address 2 Mailing Country Deed CitySta BOONTON 164003001 MINARD, FRANK P L 519 ROCKAWAY TOWNSHP, N] USA C136094 &LYNNE S VALLEY RD 07005 164019 315 USA C139372 164022 DOE,CHARLES F& 52 SHIPS EAGLE LN OSTERVILLE, MA 15216/314 DEBORAH] 02655 165096 DOE,CHARLES F& 52 SHIPS EAGLE LN OSTERVILLE,MA USA 15216/314 DEBORAH] 02655 165128 KELLY, EDMUND F& 315 WELLESLEY ST WESTON,MA C179014 DEBORAH M 02493 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 12/29/2009. O� 0 http://66.203.95.236/arcims/appgeoapp/AbutterReport.aspx?type=default 12/29/2009 Town of Barnstable Geographic Information System December 29,2009 185028, " 186088 r186089 166070 #38 '^ 186098 #20 #70 082 '1 165097,, #318 #0 186072 186110 165029 M 166030 #9 J #360 #338{ 0169 79 1 y i0�0...... l. 18,6109 0 #20 185028 Q (J - - 0380' 165094 185107 tt:' go 186091001 #186 06 rL #911 • Q, 1 185120 186086 23 5. 4,; 165091003 186088 �� i ;ys #0 0211 #11P 185096' ry 186087 408 I 164008002 #0 1�40� #62 184003001� Q 184003002 I;. #316 $407 '"► 11;4019` j - 164009001 #0 L 184004 0421 IS4018 Lj 00 164010 00 16.' <121 Feet DISCLAIMERS:This me le for planning purposes on It Is not adequate for legal Map:184 Parcel:019 Adjacent(Please choose abutter list type) D p e p � b• a e Selected Parcel boundary determination or regulatory interpretation. Enlargements beyond a scale of Abutter List Type-Default buffer of parcels adjacent to the selected parcel y V-100'may not meet established map accuracy standards. The parcel lines on this map Abutters am only graphic representations of Assessor's tax parcels. They are not true property boundaries and do not represent accurate relslionehlps to physical features on the map such as building locations. Buffer I Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X231426 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 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." Applicant's signature Date Property Owner's signature(if different than applicant) Date Agent's gnature(' applicable) Date Q O i CH91App.doc•Rev.6/06 Page 4 of 13 f Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X231426 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 Purpose of Dredging 2. What is the volume(cubic yards)of material to be dredged? 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) 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. 0 . 0 CH91App.doc•Rev.6/06 Page 5 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X231426 Chapter 91 Waterways License Application -310 CnnR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Edmund F. Kelly Name of Applicant 51 Ships Eagle Lane Centerville River Osterville Project street address Waterway City/Town Description of use or change in use: Enlarge existing float(on licensed dock-#5177)for recreational boating. 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." Printed Name of Municipal Official Date Barnstable Signature of Municipal Official Title City/Town Q CH91App.doc•Rev.6/06 Page 6 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X231426 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment H. Municipal Planning Board Notification Notice to Edmund F. Kelly Applicant: Name of Applicant Section H should 51 Ships Eagle Lane Centerville Osterville be completed and Project street address Waterway City/Town submitted along with the original Description of use or change in use: application material. Enlarge existing float(on licensed dock-#5177)for recreational boating. 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." Printed Name of Municipal Official Date Barnstable Signature of Municipal Official Title Cityrrown 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. O� CH91App.doc•Rev.6/06 Page 7 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X231426 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Appendix A: License Plan Checklist General View ® 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) ® Minimum letter size is 1/8 of an inch if freehand lettering, 1/10 of an inch if letter guides are used ® 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 ® 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 ❑ Dredge 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 Cross Section Views show MHW*and MLW*and structure finish elevations ttill ❑ Dredge or Fill, actual cubic yardage must be stated and typical cross sections shown ® Actual dimensions of structures(s) and or fill and the distance which they extend beyond MHW* or OHW* ❑ 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. CH91App.doc•Rev.6/06 Page 8 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X231426 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 ® Mean Low Water(MLW)*, black dotted line, (.............) i ❑ Historic MHW*or OHW* ❑ Historic MLW* ❑ 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). ® Floodplain Boundaries according to most recent FEMA maps ❑ 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) ❑ Distance from nearest opposite shoreline ❑ Distance from outside edge of any Navigable Channel ® Access stairs at MHW for lateral public passage, or 5 feet of clearance under structure at MH Non Water-Dependent Structures 0 ❑ Depict extent of"Water-dependent Use Zone". See Waterways Regulations at 310 CMR 9.51-9.53 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. CH91App.doc Rev.6/06 Page 9 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X231426 Chapter 91 Waterways License Application -310 CnnR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Appendix A: License Plan Checklist Cont. w Reg istry Statement Cn 3 V2 inche 5 inches Locus Map Cn First Sheet 0 my 3 m ry rp u a 1 „ 4-2.19 inche C C Sample Plan 0 i 81/2 inch O P.E. or R IS sump �4-3 314 inch e Plan Accompanying Petition of... DEP Stamp First Sheet Only 39 " Border CH91App.doc•Rev.6/06 Page 10 of 13 r Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X231426 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. O I O i ❑ 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). CHMpp.doc-Rev.6/06 Page 11 of 13 i Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X231426 Chapter 91 Waterways License Application -310 CMR 9.00 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. ❑ 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). ® 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"the 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 O proposed bridge, dam, or similar structure across a river, cove, or inlet, in which case it certified by every municipality into which the tidewater of said river, cove, or inlet extend$ A ® 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). ❑ 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 15t'and 30°i of each month. CH91App.doc•Rev.6/06 Page 12 of 13 i Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X231426 Chapter 91 Waterways License Application -310 CMR 9.00 . Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Appendix C: Application Completeness Checklist (cont.) ❑ Water Quality.Certificate: if applicable, pursuant to 310 CMR 9.33, is included. ❑ 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: ❑ 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: ® 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). ❑ 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 One Winter Street Boston, MA 02108 ® 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 o P.O. Box 4062 O 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 CM 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. . CH91App.doc•Rev.6/06 Page 13 of 13 I CERTIFY THIS PLAN HAS BEEN PREPARED IN CONFORMITY WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS. REGISTERED LAND SURVEYOR LOT 26 on rcnAW umeas= AST B h FLAGGED WETLAND LOCUS M A P N.T.S. SHEET 1 OF 3 Z EDMUND KELLEY �p DECEMBER 29, 2009. EDGE ofSEAWGRASS PLAN V I E w 0 20 40 a SCALE: 1° = 40' i�0E OF i i i RECORD M.H.W. t .C. 26700D i DATE: 5 21/09) ALOBSER M.H • � i i TO UtTER .jr i 395t AB EDGE OF BEACH GRASS z 8 \\11 PROPOSED LARGER FLOAT &PILINGS Cv� ,o %� LNG OA PLANS ACCOMPANYING PETITION OF ' EDMUND KELLEY REPLACE EXISTING FLOAT 51 SHIP'S EAGLE LANE OSTERVILLE, MA 02655. COUNTY OF BARNSTABLE, MASSACHUSETTS DECEMBER 29. 2009 100-YEAR FLOOD A-13 EL= 11.0' (NGVD 1929) ELEVATION DATUM AS NOTED 0 2M9-020 SU woeaht 2W9-02GCN91-AW.d" SHEET 2 OF 3 EDMUND KELLEY DECEMBER 29, 2009 P L A N V I E W 0 5 10 I SCALE: 1' 10' x -4.1 x 4.1 r� VILLE x-4.2 M . RIVE x-4.7 x-4.6 0- x 4.5 z F to x-4 7 REPLACE EXISTING 8'x16' FLOAT x- $ WITH 10'x20' FLOAT x-5.0 p ---------XI-5.1 O RAMP FLOAT I x 5.0 x-5.4 ---5.7 x-5.4 x 5.7 x-5.4 PROPOOSEO NEW PILINGS (12- TYP.) 0:\2M\M-=\%M-Y\wwkent\2W9-MWf9l-W.dw9 SHEET 3 OF 3 EDMUND KELLEY DECEMBER 29, 2009 EXISTING PIER, RAMP k FLOAT ORDER OF CONDITIONS 9 SE 3-2815 WATERWAYS LICENSE #5177 DEPARTMENT OF THE ARMY PERMIT¢CENED-OD-R-199501423 ALL PILINGS 12' MEAN HIGH WATER EL . 1.8, PROPOSED POLYETHYLENE FLOAT (10'x20') . MEAN LOW WATER EL - 0.0' . . . . . . . . . . . . . . . . . . . . . . . . . . .BOTTOM . . . . . . FLOAT DETAIL 1" = 30' Q eat . TIDAL RELATIONSHIP TO NGVD 1929 (SE 3-4352) BASED ON 19 YEAR SERIES OF TIDAL OBSERVATIONS ENDING 1978 BY'NOS* (FORMERLY USC & GS) 2.2' MEAN SPRING HIGH WATER 1.8' MEAN HIGH WATER 0.,V MEAN WATER LEVEL 0.0' NGVD 1929 -1.0' MEAN LOW WATER (EL. 0.0') 0:\2009\2009-020\SURVEY\wwWt\2W9-02DCH91-ARMY.erg Massachusetts Department of Environmental Protection j Bureau of Resource Protection -Wetlands MassDEP File Number: ' WPA Form 5 - Order of Conditions SE3- 4832 Massachusetts Wetlands Protection Act M.G.L. c. 13.1, §40 and § 237-1 to § 237-14 Town of Barnstable Code A. General Information Important: Barnstable When filling 1.From: 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 Edmund Kelly use the return a.First Name b.Last Name key. c.Organization 315 Wellesley Street d.Mailing Address Weston MA 02103 . e.City/Town f.State . g.Zip Code 4. Property Owner(if different from applicant): a.First Name b.Last Name �1116 c.Organization d.Mailing Address t . 7 }9. `eg 0a6 e.City/Town f.State g.Zip Code 5. Project Location: 51 Ships Eagle Lane Osterville a.Street Address b.Village 164 019 c.Assessors Map Number d.Assessors Parcel Number Latitude and Longitude, if known: e.Latitude f.Longitude 6. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): Barnstable C1.39372 26700-F Lot 26 a.County 7688-D Lots 5,6, 7 26700-E Lots 23, 24 c.Book d.Page July 20,2009 August 4, 2009 S E P - 12009 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): Site Plan a.Plan Title Baxter Nye Engineering &Surveying Stephen Wilson, P.E. b.Prepared By c.Signed and Stamped by June 30,2009 1"=20' d.Final Revision Date e.Scale I f.Additional Plan or Document Title g.Date BAXTER NYE ENGINEERING&SURVEYING wpaform5.doc•rev.2127/08 Barnstable revised 4/11/2008 78 North Street, 3`d FlooI Page 1 of 10 Hyannis,Massachusetts 02601 i Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands MassDEP File Number: WPA Form 5 - Order of Conditions SE3- 4832 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code 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 d. ❑ Private Water Supply e. ❑ Fisheries f. ® Protection of Wildlife 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.linear feet b.linear feet c.linear feet d.linear feet s. ❑ Bordering Vegetated Wetland a.square feet b.square feet c.square feet d.square feet 6. ❑ Land Under Waterbodies a.square feet b.square feet c.square feet d.square feet and Waterways e.c/y dredged f.c/y dredged vipafortn5.doc• rev.227108 Barnstable revised 4/112008 Page 2 of 10 ILIMassachusetts Department of Environmental Protection Bureau of Resource Protection- Wetlands MassDEP File Number: WPA Form 5 - Order of Conditions SE3- 4832 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code B. Findings (cont.) Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 7. ❑ 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 feet h.cubic feet 8. ❑ Isolated Land Subject t0 Flooding a.square feet b.square feet Cubic Feet Flood Storage c.cubic 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 ft 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 9• q q q 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 72 increase a.square feet b.square feet c.c/y dredged d.c/y dredged 12. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below 13. ❑ Coastal Beaches a.square feet . b.square feet c.c/y nourishmt. d.c/y nourishmt. 14. ❑ Coastal Dunes a.square feet b.square feet c.cty nourishmt. d.c/y nourishmt. 15. ❑ Coastal Banks a.linear feet b.linear feet j 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 18. ❑ Land Under Salt Ponds a.square feet b.square feet c.c/y dredged d.c/y dredged 19. ® Land Containing 72 increase 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.c/y dredged b.c/y dredged 21. ❑ Land Subject to Coastal Storm Flowage a.square feet b.square feet wpafonn5.doc• rev.2/27/08 Barnstable revised 4/11/2008 Page 3 of 10 Massachusetts Department of Environmental Protection MassDEP File Number: i Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions SE3- 4832 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code 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, "MassDEP"] "File Number SE3-4832 " wpaform5.doc• rev.2/27108 Barnstable revised 4/11/2008 Page 4 0(10 LlMassachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands MassDEP File Number: WPA Form 5 - Order of Conditions SE3- 4832 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code 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 parry to all agency proceedings and hearings before MassDEP. 11. Upon completion of the work described herein,the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A)to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition#12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection 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. i ' 18. The work associated with this Order is(1)❑ is not(2).0 subject to the Massachusetts Stormwater Policy Standards. If the work is subject to the Stormwater Policy,the following conditions apply to this work and are incorporated into this Order: a) No work, including site preparation,land disturbance, construction and redevelopment, shall commence unless and until the construction.period pollution prevention and erosion and sedimentation control plan required by Stormwater Standard 8 is approved in writing by the issuing authority. Until the site is fully stabilized,construction period erosion, sedimentation and pollution control measures and best management practices(BMPs)shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan, and if applicable,the Stormwater Pollution Plan required by the National Discharge Elimination System Construction General Permit. wpafonn5.doc• rev.2/27/08 Barnstable revised 4/11/2008 Page 5 of 10 i Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands MassDEP File Number: WPA Form 5 - Order of Conditions SE3- 4832 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) b) No stormwater runoff may be discharged to the post-construction stormwater BMPs until written approval is received from the issuing authority. To request written approval,the following must be submitted: illicit discharge compliance statement required by Stormwater Standard 10 and as-built plans signed and stamped by a registered professional engineer certifying the site is fully stabilized; all construction period stormwater BMPs and any illicit discharges to the stormwater management system have been removed; and all post-construction stormwater BMPs were installed in accordance with the plans(including all planting plans)approved by the issuing authority, and have been inspected to ensure they are not damaged and will function properly. c) Prior to requesting a Certificate of Compliance,the responsible party(defined in General Condition 18(e))shall submit to the issuing authority an Operation and Maintenance(O&M) Compliance Statement for the Stormwater BMPs.This Statement shall identify the responsible party for implementing the Operation and Maintenance Plan and also state that: 1. "Future responsible parties shall be notified in writing of their continuing legal responsibility to operate and maintain the stormwater management BMPs and implement the Pollution Prevention Plan;and 2. The Operation and Maintenance Plan for the stormwater BMPs is complete and will be implemented upon receipt of the Certificate." d) Post-construction pollution prevention and source control shall be implemented in accordance with the long-term pollution prevention plan section of the approved Stormwater Report and, if applicable,the Stormwater Pollution Prevention Plan required by the National Discharge Elimination System Multi-Sector General Permit. e) Unless and until another party accepts responsibility, the issuing authority shall presume that the responsible party for maintaining each BMP is the landowner of the property on which the BMP is located. To overcome this presumption,the landowner of the property must submit to the issuing authority a legally binding agreement acceptable to the issuing authority evidencing that another entity has accepted responsibility for maintaining the BMP,and that the proposed responsible party shall be treated as a permittee for purposes of implementing the requirements of Conditions 18(f)through 18(k)with respect to that BMP. Any failure of the proposed responsible party to implement the requirements of Conditions 18(f)through 18(k)with respect to that BMP shall be a violation of the Order of Conditions or Certificate of Compliance. In the case of stormwater BMPs that are serving more than one lot,the legally binding agreement shall also identify the lots that will be serviced by the stormwater BMPs. A plan and easement deed that grants the responsible party access to perform the required operation and maintenance must be submitted along with the legally binding agreement. f) The responsible party shall operate and maintain all stormwater BMPs in accordance with the design plans,the Operation and Maintenance Plan section of the approved Stormwater Report, and the Massachusetts Stormwater Handbook. g) The responsible party shall: 1. Maintain an operation and maintenance log for the last three years including inspections, repairs, replacement and disposal(for disposal the log shall indicate the type of material and the disposal location); 2. Make this log available to MassDEP and the Conservation Commission upon request;and 3. Allow members and agents of the MassDEP and the Conservation Commission to enter and inspect the premises to evaluate and ensure that the responsible party complies with the Operation and Maintenance requirements for each BMP set forth in the Operations and Maintenance Plan approved by the issuing authority. h) All sediments or other contaminants removed from stormwater BMPs shall be disposed of in accordance with all applicable federal,state, and local laws and regulations. i) Illicit discharges to the stormwater management system as defined in 310 CMR 10.04 are prohibited. wpaform5.doc• rev.2/27/08 Bamstable revised 4/11/2008 Page 6 of 10 LlMassachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands MassDEP File Number. WPA Form 5 - Order of Conditions SE3- 4832 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) j) The stormwater management system approved in the Final Order of Conditions shall not be changed without the prior written approval of the issuing authority. Areas designated as qualifying pervious areas for purpose of the Low Impact Site Design Credit shall not be altered without the prior written approval of the issuing authority. k) Access for maintenance of stormwater BMPs shall not be obstructed or blocked. Any fencing constructed around stormwater BMPs shall include access gates. Fence(s)shall be at least six inches above grade to allow for wildlife passage.. Special Conditions(if you need more space for additional conditions,'please attach a text document): D. Findings Under Municipal Wetlands Bylaw or Ordinance 1. Is a municipal wetlands bylaw or ordinance applicable? ® Yes ❑ No 2. The Barnstable hereby finds(check one that applies): Conservation Commission a. ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: §237-1 to§237-14 Town of Barnstable Code 1.Municipal Ordinance or Bylaw 2.Citation Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. b. ® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: 237-1 to§237-14 Town of Barnstable Code 1.Municipal Ordinance or Bylaw .2.Citation 3. The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above. To the extent that the following conditions modify or differ from the.plans,specifications, or other proposals submitted with the Notice of Intent,the conditions shall control. The special conditions relating to municipal ordinance or bylaw are as follows (if you need more space for additional conditions,attach a text document): See pp. 7.1 and 7.2 wpaform5.doc• rev.2127/08 Bamstable revised 4/11/2008 Page 7 of 10 SE34832 Name: Edmund Kelly Approved Plan= . June 30,2009 Site Plan by Stephen Wilson,P.E. Special Conditions of Approval I. Preface Caution:Failure to comply with all Conditions of this Order of Conditions can have serious consequences. The consequence may include issuance of a stop work order,fines,requirement to remove unpermitted structures,requirement to re-landscape to original condition,inability to obtain a certificate of compliance, and more. The General Conditions of this Order begin on page 4 and continue on pages 5 through 7. The Special Conditions are contained on pages 7.1,7.2 and 7.3 if necessary.All conditions require your compliance. H. Prior to the start of work,the following conditions shall be satisfied: 1. Within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein,General Condition number 8(recording requirement)on page 4 shall be complied with. 2. It is the responsibility of the applicant,the owner and/or successor(s)and the project contractors to ensure. that all conditions of this Order are complied with. The applicant shall provide copies of the Order of Conditions and approved plans(and any approved revisions thereof)to project contractors prior to the start of work. Barnstable Conservation Commission Forms A and B shall be completed and returned to the Commission prior to the start of work 3. General Condition 9 on page 4(sign requirement)shall be complied with. 4. The Conservation Commission shall receive written notice one(1)week in advance of the start of work. 5. The Natural Resources Department shall be notified at least twenty-one(21)working days prior to the start of work at the site,to inspect the areas for shellfish. If deemed necessary by the Shellfish Constable, shellfish shall be removed from the work area to a suitable site and/or replanted at the locus following construction. The foregoing measures for shellfish protection shall ensue at the expense of the applicant. M. The following additional conditions shall govern the project once work begins: 6. General Conditions No. 12 and No. 13(changes in plan)on page 5 shall be complied with. Page 7.1 r 7. The Conservation Commission,its employees,and its agents shall have a right of entry to inspect for compliance with the provisions of this Order of Conditions. 8. Unless extended,this permit is valid for three years from the date of issuance until SEP :12012 9. CCA-treated piling and structural timber(greater than 3 inches thick)are allowed.Otherwise,no CCA- 10. Work shall occur during the off-season only: October 15 through May 1. 11. The seasonal storage of floats shall be at a suitable upland site. Floats shall not be stored on banks, beaches,marshes or dunes. 12. Any permanent piling shall be driven into place. Some initial pilot hole jetting is allowed. The following special conditions in italics shall govern boat use at the approved pier. These conditions shall continue over time. Note: For purposes of this Order of Conditions,the term"pier" shall refer not only to the linear pile-supported structure,but also to any of its components or appendages such as the float(s),ell,tee,ramp,outhaul piling,etc. 13. No boat shall be used or berthed at the approved pier such that at any time less than twelve(I2)inches of water resides between the bottom of the boat or the propeller in the full downward position, whichever is lower,and the top of the substrate. 14. A small sign shall be displayed at the end of the pier. It shall read SE34832; 51 Ship's Eagle Ln.-Limitations: • Props 12"above bottom,all times IV. . After all work is completed,the following condition shall be promptly met: 15. At the completion of work,or by the expiration of this Order,the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Barnstable Conservation Commission Form C shall be completed and returned with the request for a Certificate of Compliance Where a project has been completed in accordance with plans stamped by a registered professional engineer,architect,landscape architect or land surveyor,a written statement by such a professional person certifying substantial compliance with the plans and setting forth what deviation,if any,exists with the record plans approved in the Order shall accompany the request for a Certificate of Compliance. Page 7.2 L-LIMassachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands MassDEP File Number: WPA Form 5 - Order. of Conditions SE3- 4832 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code E. Issuance This Order is valid for three years, unless otherwise specified as a special SEP — 1 20[19 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: 6 This Order must be signed by a majority of the Conservation Commission. 2.Number of signers The Order must be mailed by certified mail(return receipt requested)or hand delivered to the applicant.A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office,if not filing electronically, and the property owner, if different from applicant. Signatures: / Notary Acknowledgement Commonwealth of Massachusetts County of Barnstable On this - /� Day Monttf Year Before me,the undersigned Notary Public, personally appeared Name of Document Signer proved to me through'satisfactory evidence of identification,which was/were 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 Barnstable Conservation Commission City/Town Signatur MAMEM MIN Printed ota P CON�MONINEAI.TH OF MASSACHUSETTS Place notary seal and/or any stamp above My Com This Order is issued to the applicant as follows: ❑ by hand delivery on ® by certified mail,return receipt requested, on SEP - 1 2009 Date Name Signature Date wpafomi5.doc- rev.2/27108 Bamslable revised 4/112008 Page 8 of 10 I i r Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands MassDEP File Number: WPA Form 5 - Order of Conditions SE3- 4832 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code F. Appeals The applicant,the owner, any person.aggrieved by this Order, any owner of land abutting the land subject to this Order,or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate MassDEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Order.A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant.Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order or 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. wpaform5.doc• rev.2/27/08 Barnstable.revised 4/112008 Page 9 of 10 LlMassachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands MassDEP File Number: WPA Form 5 - Order of Conditions SE3- 4832 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Bamstable Code G. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property. In the case of recorded land,the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land,this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions:The recording information on this page shall be submitted to the Conservation Commission listed below. Barnstable Conservation Commission Detach on dotted line,have stamped by the Registry of Deeds and submit to the Conservation Commission. ------------------------------------------------------------=--------- To: Barnstable Conservation Commission Please be advised that the Order of Conditions for the Project at: 51 Ships Eagle Ln. Osterville MA 02655 SE3 4832 Project Location MassDEP File Number Has been recorded at the Registry of Deeds of: Barnstable 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 �ci•=e a i.22 s 91 7 9—�i4-2 i09 `. s a 7 gn App icant zoasr-OZO; OL, vw forms.aoc- rev.M7/08 Ba,,,staae revised 4/112M BAXTER NYE ENGINEERING&SURVEYING 78 North Street, 3`d Floor Page 10 or to Hyannis,Massachusetts 02601 Page I of 2 Pulsifer, Francis From: Hughes, Dan [bridge@dfi-gc.comj Sent: Thursday, June 05,2008 1:09 PM To: Pulsifer, Francis .Subject: RE: Website Request DFI_GC.com Attachments: DFI CORP Bridge Inspections 92907 3.2.08 Sealed by Kevin Finn REVISED.pdf; 92907-Kelly Property 8.6.07 R2dwg.pdf, 92907 Kelly Project Calcs.pdf Hello Francis, The bridge built in Osterville MA is a HS-20-44 rated bridge, which is the same rating as any interstate bridge. I've attached a letter from the Engineer, a drawing of the bridge, and calculations for this project. Be Safe, Dan Hughes Vice President DFI Bridge Corporation bridge@dfi-gc.com , ` DFI ` # fi~l'. tftit�i ! Toll Free: 866-727-7100 Toll Free Fax: 866-472-0637 w%tw.dfi-ac.com. This e-mail transmission may contain information that is proprietary,privileged and/or confidential and is intended exclusively for the person(s) to whom it is addressed.Any use,copying,retention or disclosure by any person other than the intended recipient or the intended recipienrs designees are strictly prohibited.If you are not the intended recipient or their designee,please notify the sender immediately by return e-mail and delete all copies.. From: Pulsifer, Francis [mailto:FPulsifer@commfiredistrict.com] Sent: Thursday, June 05, 2008 12:01 PM To: Hughes, Dan Cc: Pulsifer, Francis Subject: Website_Reauest DFI_GC.com, Good Morning: I was recently viewing a bridge that has your company nameplate attached and would like to inquire about some information. I am a Fire Prevention Officer for the Centerville-Osterville-Marstons Mills Fire Department on Cape Cod, Massachusetts. There is a wooden vehicle bridge that was recently built to connect two residential . 6/5/2008 t r Page 2 of 2 properties. The property addresses are 51 Ship's Eagle Lane and 311 Main Street both in Osterville Massachusetts. Our fire department keeps information on file relative to bridge construction and weight limits for all bridges in our district for pre-incident and-disaster management purposes. Would you be able to furnish us a copy of the specifications of the bridge at this address with weight restrictions? Any help you can provide is greatly appreciated. Sincerely, Francis M. Pulsifer Fire Prevention Officer C-O-MM.Fire Department 1875 Falmouth Road . Centerville, MA 02632 508-790-2375 Ext.1 Work 508-790-2385 Fax Page 1 of 2 Pulsifer, Francis From: Hughes, Dan[bridge@dfi-gc.com] Sent: Thursday, June 06, 20081:09 PM To: Pulsifer, Francis Subject: RE: Website Request DFI_GC.com Attachments: DFI CORP Bridge Inspections 92907 3.2.08 Sealed by Kevin Finn REVISED.pdf; 92907-Kelly Property 8.6.07 R2dwg.pdf; 92907 Kelly Project Calcs.pdf Hello Francis, The bridge built in Osterville MA is a HS-20-44 rated bridge, which is the same rating as any interstate bridge. I've attached a letter from the Engineer, a drawing of the bridge, and calculations for this project:. Be Safe, Dan Hughes Vice President DFI Bridge Corporation bridge@dfi-gc.com T O. Best Fit S-6141166 51 Toll Free: 866-727-7100 Toll Free Fax: 866-472-0637 www.d.f..t..-a c.co m. This e-mail transmission may contain information that is proprietary,privileged and/or confidential and is intended exclusively for the person(s) to whom it is addressed.Any use,copying,retention or disclosure by any person other than the intended recipient or the intended recipient's designees are strictly prohibited.It you are not the intended recipient or their designee,please notify the sender immediately by return e-mail and delete all copies. From: Pulsifer, Francis [mailto:FPulsifer@commfiredistrict.com] Sent: Thursday,June 05, 2008 12:01 PM To: Hughes, Dan Cc: Pulsifer, Francis Subject: Website_Request DFI_GC.com Good Morning: I was recently viewing a bridge that has your company nameplate attached and would like to inquire about some information. I am a Fire Prevention Officer for the Centerville-Osterville-Marstons Mills Fire Department on Cape Cod, Massachusetts. There is a wooden vehicle bridge that was recently built to connect two residential Page 2 of 2 properties. The property addresses are 51 Ship's Eagle Lane and 311 Main Street both in Osterville Massachusetts. Our fire department keeps information on file relative to bridge construction and weight limits for all bridges in our district for pre-incident and disaster management purposes. Would you be able to furnish us a copy of the specifications of the bridge at this address with weight restrictions? Any help you can provide is greatly appreciated. Sincerely, Francis M. Pulsifer Fire Prevention Officer C-O-MM Fire Department 1875 Falmouth Road Centerville, MA 02632 508-790-2375 Ext.1 Work 508-790-2385 Fax it 6/V20.0R �VIN M. FINN, P.E., INC. 2700 W. Wilden Ave., Ste 4 Goshen, IN 46528 (574) 537-1300 Fax -(574) 537-1292 e-mail-kmfinn74@cs.com March 2,2007 Craig Ashworth E.B.Norris& Son, Inc. 138 Osterville West Barnstable Road Osterville, MA 02655 Re. Construction of Kelly Property Entry.Bridge HS-20-44 @ Osterville,MA per Dwg.No.92907 Dear Mr.Anderson: I received the pictures from your e-mail of February 28,2008. The pictures are designated as: Hyannis 2-4-08 025 .Hyannis 2-4-08 030 Hyannis 2-4-08 036 Hyannis 24-08 025 Hyannis 2-4-08 030 Hyannis.24-08 036 Hyannis 2-4-08 038 Hyannis 2-4-08 039 Hyannis 2-4-08 042 Hyannis.2-6-08-001 Hyannis 2-6-08 017 Hyannis 2-6-08 026 Hyannis 2-6-08 027 Based on the above and the development of the attached bridge design (Job No. 92907 sealed on August 15,2007), it appears that the construction is in compliance with the design as specified. Confirmation of this determination is based on the review of the pictures taken by DFI personnel, discussions with:Bert Robles,a DFI foreman, and a representative of E.B. Norris. These digital pictures of the bridges have been retained for the record. Should you have any questions on the above,please do not hesitate to contact the undersigned at the above address. Sincerely, or - x Kevin M. Finn,P.E. ' MA P.E. License No. 39636 t - cc: Dan Hughes �f am TSSFM ip)nw BuTSLQ semi 5{R s g-_._..._.._...__..____ __._._•..,.__._._...•..r Sf•Y.-or..................__................j !IT 5•.+1'Ou'.tfD fi'xYLCR$iR s L:.._ n r. ........................ 0'.Y»7F9!, i-7 Cn AUPTft is : I ` o¢... . B'.s LT'15Nf .... .................5"Q'..............-: _ 1.I 3[wic. e.t'S•a 4l 1 C, .................... 1 IT K:AF 6+!k'9DT tAq wLm Moll Y AL DC R RBYlSK j !__r.•' _'% o• t•o _...............�..-....��� ' (!L'}e•.:Y tAi'a:.D S!x aRs imv^.Daj.. , T']':N dt OCK, ' °n^!..._ I D'n' , : i i :Y.i mwna'.xs e A a Ke'.!mot aauaal �... ..I I'O ` -.r'�= f ' _...... ....-_..... ._.�-T' t1 •s:t econc r+.aat _......_. x I -Y. L i 0.... j \�� �._:_..". a � ' '� A.F1 SfTbh2 (AlTRX.t'u Sf - ......— .1 -TY•it'•+t'PKE t. 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FMim:EN SLI:nGRTS oRO:gjnct;L"NUMS OINERWSE'APPRCVCT;eY ME ENGINEER. zn')-.tY.:C '7i!¢$..� ND, •"-`i ;?. ,'LONGEST LE.NCfHS 0.F.UA':ERiALS AND / ��✓J USE '<L. .t09t+G"tlY t'+`?i:T?E.SOL20 FASFEPAFdC t CAN!?L MAC:. t0. Nv SP{ICI'S S:S AS.I.9E ALLOW..O:;}T2 BR!CCE 0..r .G + c:: Y 00 D rO BVA!SD 10 ALI OW DR BOARD �;- BRIDGE AND ABUTMENT PLAN.VIEW r it a,T<"DLC,iiF:G:,1•YALL DL' l.l!'r • r;C'i"iL �:sra S{RiN#A.GE Af TER lfCR.^.#15Fp;iCTIO ..........._................... .._... ...... ..... ..._....._._. ...._..........._._ : -DON FACCIOBENE,INC. SUBJECT: BRIDGE DESIGN El IEER: KEVIN M.FINN, P.E. PALM BAY,FL -GUARD RAIL-CURB- 00 W.WILDEN AVE.,STE.4 KELLY PROPERTY ENTRY BRIDGE GOSHEN,IN 46528 THIS CALCULATION REVIEWS THE RAILING DESIGN ON THE SIDES OF THE BRIDGE AND CONNECTION TO THE RIM OF THE WOOD BRIDGE PROJECT: KELLY PROPERTY-DWG.NO.92907 LOAD = 900 LBS-FROM AASHTO HS20-44 LONGITUDINAL LOADING HANDRAIL LOADING = 500 PLF-CONTROLS DEAD LOAD = 50 PLF APPLIED SHEAR AT 5'O.C. POST = 2750 LBS-SIX 3/4"TIMBER BOLTS-SINGLE SHEAR THRU 5-1/2"SIDE AND MAIN MEMBERS HOLDING POINT-OK = 458.3 LBS/BOLT REVIEW 10 X 8 OR 8 X 10 GUARD RAIL SUPPORTED 5'O.C.= 2453.501 FT-LBS ------+ fb = 363.3 i 8X 10 OR 10 X 8 RAIL CAP MOMENT ON POST Jo = 2.93.7,INA4 500 Of x 5'x 30"TO BOLT = 75000 IN-LBS Sx = 81.0 IN"3 —r ,l TWO-3/4"BOLTS 42 IN ANALYZE MOMENT IN 8 X 10 GUARDRAIL POST TOP AND Spx = 81.03 INA3 BOTTOM fb = Mp/Spx = 925.54 PSI -ok-No. 1 GRADE E _ I 14 IN MIN. DISTANCE FROM .y TOP SOL TS TO BOTTOM OF BASE IiREOUIRED TENSION BOLT CAPACITY= 5357.1 LBS OK TENSION CAPACITY ON EACH OF TWO 3/4"HEX BOLT = 6066.1 PSI N OF o KEVIN M. FINN u, 2 CIVIL �^ o No.3963.6 j 1 G/g S do I SJ0 OFl SUBJECT: BRIDGE DESIGN ENGR: KEVIN M.FWN,P,E.. PALM BAY.FL -92807- 7700 W.WILOEN AVF-,STE 4 ' KELLY PROPERTY ENTRY BRIDGE GOSHEN,IN 46528 THIS CALCULATtONS REVIEWS/OEStGRS A*600 BRIDGE- PILF CAP ANALYSIS AAStfTO HS20-44 LOADING UNIFORM LIVE LOAD=Wl 85 PSF CONCENTRATE LOAD - PER DUAL WHEEL UNIFORM DEAD LOAD-Wd= 38 PSF P= 18000 LBS TOTAL UNIFORM LOAD=Wt-= 123 PSF Pr= 24000 LBS - TO BE USED FOR SHEAR OR SHEAR - 6000 LSSI TIRE CLE AR'SPAN = 46 IN BEAM CLEAR SPAN TRIBUTARY NAOTH t53 IN O.C.(1/2-12.5'8 112 OF 131 . BEAM DESIGN - MATERIALS AND PHYSICAL PROPERTIES-SYP e2 12 X 12 UNDERSUPPORTS REAM SUPPORTING JOISTS t 11,25 IN d 1125 IN MOE = 1.20E+06 PSI to = 1334.839 t.%4 Fb- 850 PSI Sr= 237.3047 IN-3 Fv= t00 PSI A = 126.5625 1,4 2 CH = 2 CONCENTRATED LOAD RENDINQ STRESS UNIFORM LOAD STRESSES- (b= Pa6%*WdNoat sPace,,q) ^2/B/Sx !b = iML A2I8ISx = 145,7 PSI 727.67 PSI-ok tv = 1.5-WI(L-2d)/2A= 1810 PSI CC NCENTRATEO LOAO SHEAR STRESS-WORST CA F (v = %,S x(P+lNd(LM I A = 152,58 PSI -OK-NO 6 = 5Wt•LA4/98e 3.29E-03 IN-OK FJ = 200 PSI SPLITS I CHECKS DEFLECTION - PLA3I48El - 2.28E-02 IN VS,ALLOVfABLE - L/360= 0A 26 IN-OK 5000.0 LBS(P)-WHEELS FROM 2 AXLES APPUED TO CENTER OF PILE CAP 18 IN P FOR BENDING MOMENT ..�— ANALYSIS CONTINUOUS PILE CAP b 3.333333 11 3.833 A REACTION 20638,24 LBS-USED MAX SHEAR LOAD WHEEL ORIENTATION PILE CAP (HALF OF REAR AXLE AREA) 3-93 FT 13 FT 00 125 FT SECTION DEAD LOAD TO ONE PILE=Y 10'x{i 2' 121/2= 1355.635 LBS PLAN VIEW OF PILE CAP LOADING- TOTAL,LOAD FROAi ONE ENO OF DBL AXLE 24000 LBS TOTAL i Las OF M,gss 9 ' aiKEVIN M.FINNCIVIL No.39636 J � TE��O sror�a ]6 1M—r PILE CAP 46 tN PROPORTIONAL LOAD TO ONE PILE 20638,2437 LBS CF IF DFI SUBJECT: BRIDGE DESIGN ENGR; KEVIN M.FINN,P.E PALM BAY,FL -DWG 92907. 2700 W.WILDEN AVE.,STE 4 KELLY PROPERTY ENTRY BRIDGE GOSHEN,IN 46528 THIS CALCULATIONS REVIEWS/DESIGNS A WOOD BRIDGE-WOOD DECK ANALYSIS AASHTO HS20-44 LOADING FOR PURPOSES OF ANALYZING THE DECK UNIFORM LIVE LOAD = 85 PSF CONCENTRATED LOAD - PER WHEEL UNIFORM DEAD LOAD=Wd= 18 PSF = 6000 LBS.FROM HS-20-44 LOADING TOTAL UNIFORM LOAD=Wt= 103 "PSF (24000 LBS 14 WHEELS) SPACING OF JOISTS = 13 IN ACTUAL CLEAR SPAN L= 8 IN-SLIGHTLY CONSERVATIVE DECKING DESIGN - 4"THICK - PER FT MATERIALS AND PHYSICAL PROPERTIES-SYP#2 GRADE I = 3.5 IN MOE = 1.60E+06 PSI Cfu = 1.2 to = 40,19531 IN^4 Fb = 975 PSI Cd = i Sx = 22.96875 IN^3 Fv = 90 PSI CH = 2 A = 39.375 IN^2 BENDING STRESS-DUE TO CONC,WHEEL LOAD w=Pib= 857.1429 pli fb = w(b)x(21--b)!8/Sx = 293.9 PSI _UNIFORM LIVE LOAD- Fb'=Fb x C1U x Cd= 1170 psi fb = 7.89 PSI-OK .iv = 25.50 PSI-OK CONCENTRATED LOAD(AS UNIFORM LOAD)SHEAR STRESS- 6 = 4.10E-05 IN-OK fv = 1.5 x(w x 4"+Wd(L))/A = 139.5265 PSI WORST CASE SHEAR LOADING NO SPLITS OR CHECKS Fv' = Fv x CH = 180 PSI b = 7.0 in a y DEFLECTION = PL^3/48EI = 4.27E-03 IN VS.ALLOWABLE = U360 = 0.036111 IN-OK a = 0.50 in ( a LOAD WITHIN 3-1/2"OF JOIST FOR WORST CASE NOT REOUIRED TO BE INCLUDED BUT IS HERE ♦-- 13 IN ----+- TO BE CONSERVATIVE .. 6 X 12 JOISTS / UNIFORM TIRE LOAD wv= 857.14.29 pfi DEFLECTION(WITH CONCENTRATED LOAD) - .4.27E-03 IN-OK 1?S OF MtiS sy p KEVIN M. Cy g FINN G CIVIL m .40 N6.39636 i 9 � /STEA�O�� • FsslO, ENG�C� OFI SUBJECT: BRIDGE DESIGN ENGR: KEVIN M.FINN,P.E PALM BAY;FL -DWG.92807- 2700 W.WILDEN AVE-.STE 4 KELLY PROPERTY ENTRY BRIDGE GOSHEN,IN 45528 THIS CALCULATIONS REVIEWS I DESIGNS A WOOD BRIDGE-ANALYSIS OF WOOD JOIST. H S-20-44 LOADING PER AASHTO UNIFORM LIVE LOAD = 85 PSF CONCENTRATED LOAD -PER DUAL WHEEL UNIFORM DEAD LOAD = 30 PSF P= 18000 LBS TOTAL.UNIFORM LOAD=WI= 115 PSF PY= 24000 LBS FOR SHEAR CLEAR SPAN= 145 IN JOIST CLEAR SPAN SPACING OF JOISTS= 13 IN O.C. JOIST DESIGN - MATERIALS AND P$4YSICAL PROPERTIES-. 6 X 12-STRINGER!r2 SYP t = 5.5 IN Cd = 1 d = 11.25 IN MOE = 1.20E"06 PSI to = 65259 IN^4 Fb = 850 PSI Cr = 1.15 SX = 116.02 INA3 Fv = 100 PSI CH = 2 A = 61,675 I1,112 CO = 1.25 THE LOAD APPLIED TO TWO OR THREE JOISTS UNDER WHEEL PER HE FOLLOWING 4.500 LBS EACH WHEEL 4.500 LBS EACH WHEEL OR 18.600 LBS TOTAL ON EACH HALF OR 18,0W LSS TOTAL ON EACH HALF F AXLE OF AXLE Lv\I Al DECKING FASTENING -318-x 8'SCR EV4.ONE EACH 4"THICK ACTUAL 3-Vr x 11-114'SECTION TO JOIST REOUIRED SHEAR FOR 100*4 COMPOSITE - 450 LBS ACTUAL SHEAR CAPACITY OF 3/8 X 8'SCREW = 420 LBS z 12 t i 3(13"O.C.JOISTS)= 337.6923 LBS THEREFORE,USE MAX CONVERSION FACTOR= 86.iS% x 13= 11.20 IN WEAR USE FULL VALUE OF MAIN DECKING AND 112 OF WEAR DECKING O£CKING _ DECKING MATi-RIAL PROPERTIES- td= 5 IN Ad 55.00 Y' = 9.485 IN . COMBINED PHYSICAL PROPERTIES-NO.2 SYP JOIST DECKING Id = 116.67 IN"4 d = 11.25 IN I = 5.5 IN It = 2949.4 IN"4 MOE = 1.20E406 PSI Sx 311.0 INA3 F'+ = 850 PSI A = 6L87S IN^2 Fv = 100 PSI CyJTRATED LO�LI_O BENDING STRESS UNIF0Re4lOAD STRESSES• fb = PU4,Sx-Wd c Qotst spadng)LA218/Sx= 1063,366 PSI fb = WtL^2/BISx = 215.1E PSI Fb'(ALLOWABLE)=Fb = 1221.875 PSI CONCENTRATEDLQADSHEAR��S- Iv = L51Wt(L-20)12A = 1SA2 PSI tv = 1.5x(P�Wd(L)f2)1A 189.29 PSI -OK NO-SPLITS OR CHECKS d = SWCL"41384 = 5.64E-02 IN-OK Fv' CH x Fv= 200 PSI DEFLECTION = PL`314BEI = 3.23E-01 IN VS.ALLOWABLE L1150- 0,403 IN-OK P12 f °2 4,542 FT I! OF MA s9cc, HOLD DOWN LAG O KEy)N M. G• FINN u+ CIVIL 12.06333 tt 0 NO.39636 �+ O �GI STIS I1 DFI SUBJECT: BRIDGE DESIGN NOR: .KEVIN M.FINN,P.E. PALM BAY,,FL -DWG.92907- 2700 W.WILDEN AVE_ STE 4 KELLY PROPERTY ENTRY BRIDGE GOSHEN,IN 46528 THIS CALCULATION OF THE BUTT PILE DESIGN BASED ON THE LOADING BY THE PILE CAP, AASHTO HS20-44 LOADING THIS CALCULATIONS REVIEWS/DESIGNS A WOOD BRIDGE. 12"x 12"PILE CAP REACTION = 20638.24 LBS AREA OF PILE = 132.655 IN"2 3/41'x 18"LAG BOLT fc = REACTION 1 AREA 155,5666 PSI 12" DIA, PILE BUTT PILE-#2 -12"DIAMETER 8 FT-OUT OF THE GROUND SYP PILE DETERMINATION OF ADEQUATE BEARING OF PILE FOR SUPPORT ' . OF 21000 LBS ON SOIL BY LOCAL AUTHORITY HAVING JURISDICTION a4'P���4F M4�S9 i KEVIN M. o FINN N i CIVIL No.39636 U9 GIST �O�e FFSSIONA �'�� /r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION n. a T� Map I Parcel O�� Application# � 70 539 (P Health Division /1 Conservation Division y / Permit# Q Tax Collector Date Issued 1 Treasurer Application Fee i Planning Dept, Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 51 S H 1 P5 FzA44 E LA�1✓ Village 05'Tir,V I uu:- I M/k Owner Address NX�_LLX-,:5I1EY ST I WE5T( ,IA Oar°S Telephone y : L &SovJ W e- 50,279, 04-7 i Permit Request h)l(,,V ),4' VUI QF Cl2' (ILF—AR) x )(oS' L,00& x 20 u1r—N E ?tue Svrj'D-Tt✓b TIH22E]Z ?,U YG-R_ ATTWfLeiP VIM . Square feet: 1 st floor:existing A proposed 0 1 A 2nd floor:existing 101 A proposed Q A7 Total new JA Zoning District ZF-1 Flood Plain Groundwater Overlay ap Project Valuation :50 1,OOD Construction Type o Lot Size 2.44 &P-F, Grandfathered: ❑Yes ANo If yes,attach supporting_documentaf n. �' � NIh = `v =' Ct Dwelling Type: Single Family ❑ Two Family N�4 Multi-Family(#units) — ' T � 1 Age of Existing Structure Will Historic House: ❑Yes XNo On Old King's Highway: O Yes,w n,p No • s Basement Type: ❑Full ❑Crawl ❑Walkout Cl Other a r� Basement Finished Area(sq.ft.) g Basement Unfinished Area(sq.ft) 011 - Number of Baths: Full:existing aJ new Half:existing !�!Q new Number of Bedrooms: existing_ new Total Room Room Count(not including baths):existing A= new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other N IA- Central Air: ❑Yes El No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No $K1,DG8� Detached gam:❑existing new size 1 X] 1 Pool:❑existing Cl new size fJJ A- Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size O Ar- Other: rl j ,- Zoning Board of Appeals Authorization ❑ Appeal# If I A Recorded❑ 'Commercial O Yes g No T yes, site plan review# Current Use k A Proposed Use 57e BUILDER INFORMATION Name N O M'S 14 ) Telephone Number Address ;015- 1a License# C ►5 51 �Yl�tJ tJ 1'S I MA O WoO 1 Home Improvement Contractor# 09_014- Worker's Compensation# WC'1 0212 4 6 4— ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO . SIGNATURE DATE ' r �.. FOR OFFICIAL USE ONLY 4 PERMI'ILNO. f DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER t DATE OF INSPECTION: Y FOUNDATION � FRAME 1. . INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL i PLUMBING: ROUGH FINAL ! GAS: ROUGH FINAL FINAL BUILDING ; DATE CLOSED OUT ASSOCIATION PLAN NO. - The Commonwealth-of Massachusetts Department of Industrial Accidents. 1 pigOffce of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Ew')VIi t_ \30P-PLt5 C Address: 0J 5 � CDIV_1� City/State/Zip: BY- AO J 1S MA N-6®'1 Phone #: Are you an employer? Check the appropriate bog: Type of project(required): 1 I am a employer with 4: ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the'sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7• ❑Remodeling ship and have no employees ' These sub-contractors have 8. ❑Demolition workingfor me in an ca act workers' comp:insurance. Y P t}'• 9. ❑Building addition [No workers' comp. insurance 5. ElWe are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.[:]Plumbing repairs or additions . myself. [No workers' comp. c. 152, §1(4),and we have no 12.[]Roof repairs insurance required.]t employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. #Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: ACAyA toSvrAi,3ao- Policy#or Self-ins,Lie.#: WCA d219-464 Expiration Date: 09--O 1-- Qg Job Site Address: ✓H �GJ li46' 1.E lA1,X City/State/Zip: -1-aw,Lue MA Attach a copy of the workers' compensation policy declaration page(showing the-policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a . fine up to$1,500,00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do'hereby cert;)5m der the ins n ofp ry that the information provided above is true and correct. Date: to Phone#: 04 57 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: -Information. and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer, or the receiver or trustee of an individual;partnership, association or other legal entity,employing employees.-However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such.employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s).of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance, If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have.any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self_insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy.information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)"A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: � The Commonwealth of Massachusetts Department of Industrial Accidents office of luvestlgations 600 Washington Street Boston,MA 02111 Tel. #617-727-4-940 ext 406 or 1-8.77-MASSAFE Fax.##6.17-727-77,49 Revised 5-26-05 wwwanass.gov/dia E,, Town of Barnstable Regulatory Services zMASS. sAsivse m Thomas F.Geiler,Director 9 g 1619. B1111ld incr Division MA'S a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 509-862-4038 Fax; 508-790-6230 Permit no. Date . AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERNUT APPLICATION MGL c.142A requires that the"reconstruction, alterations,renovation,repair,modernization,conversion, .improvement,removal,demolition, or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. �6lt �I'PORTD 11 Tt ew Type of Work VI1,]7 i��'i� ' t4'w X 101 I— x 22 N Est mated Cost address of Work: 6&�e VAS owner's Nam: f ym V toy Date of Application: I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 []Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OARS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENAL OF P y I hereby apply far a permit as the f the er: � � �• ' �� IS�SI ate Contractor Name Registration N o. OR Date Owner's Name Qforinshame�dsv .. ' r ✓fie 'C�onvinanwear�• c <<llaxla� BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 015851 ilk Expires: 09/28/2007 Tr.no: 5196.0 Restricted: 00 CRAIG N ASHWORTH 385 SEA STREET a HYANNIS, MA 02601 Commissioner 7. �� -Po,��n,znnzaea<r! o�'�i2�1!asdcxcfudeCb Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration.date. 1f found return to: Board of Building Regulations and Standards Registration, 102014 One Ashburton Place Rm 1301 Expiration: 6/30/2008 Boston,Ma.02108 Type: Private Corporation ERNEST B.NORRIS&SON INC r� Craig Ashworth 385 Sea St G � — Hyannis, MA 02601 Deputy Administrator of valid without signature r� • f Client#:646400 2NORRISEB ACORUM CERTIFICATE OF LIABILITY INSURANCE 06/1810° '"' PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling 8r O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 973 lyanough Rd., PO Box 1990 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Hyannis,MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: Acadia Insurance E.B.Norris 8r Son.,Inc. INSURER B: P.O. Box 486 INSURER C: Hyannisport,MA 02647 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. S POLICY EFFECTIVE POLICY EXPIRATION LTR INSRE TYPE OF INSURANCE POLICY NUMBER DATE MM DD DATE MM DD LIMITS A GENERAL LIABILITY CPA005234518 05/03/07 05/03/08 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $250 OOO CLAIMS MADE a OCCUR MED EXP(Anyone person) $5 000 PERSONAL&ADV INJURY $1 000 000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $2000000 POLICY PRO- LOC JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) ` GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ TATLIj A WORKERS COMPENSATION AND WCA0212464 05/03/07 05/03/08 WC SLIMIT CER EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $500 OOO OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $500 OOO If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $500 000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10_ DAYS WRITTEN 200 Main Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Hyannis,MA 02601 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVES ACORD 25(2001/08)1 of 2 #48083 LS1 0 ACORD CORPORATION 1988 JUL 25 2007 0.9 :03 FR LIBERTY MUTUAL RDMINI7 574 5694 aa; TO 91508775?877 -,u JarJ7//�Ib// CAIWlcIC1J P.01i01 -- - TOE ... table; RegalAtory Se 1Ce9 _ g ThQm�F;Geflei,Di7C•eetor r • its Building DiYi�Sion L. �' . �b u 7 , e FuSldin �o7s�OneT Tom?errp, g . 200 Mam Strad, HYarn?is.ivlA 02601 v w.towa.barnstable.ma-us - Pox-.. 50S-7 M2.30 Officc_ 568-86Z-4038 pr()p 61ty Owner. Must Comipj..te aR, -Sl. n.Teas Section If.Usi 1g A'Bi�A x I �I►4V�'!� 11�.�I ,as owner of the subject-pMperty herabyauor>z� . . �, x14l5 g to act on=Ybehalf, - is all matters relatiYe to�rork autbori2zd bytbis budding pezmit.app�atica for; . ' 51 �hi fs Dx�tri P _ d=e of ol�) . PrintlN'ame ' g, Q:Fo�s:o�vrzExxpsxl�rlssroN ' DON FACCIOBENE, INC. SUBJECT: BRIDGE DESIGN ENGINEER: KEVIN M. FINN, P.E. PALM BAY, FL -GUARD RAIL-CURB- 2700 W.WILDEN AVE., STE.4 KELLY PROPERTY ENTRY BRIDGE GOSHEN, IN 46528 THIS CALCULATION REVIEWS THE RAILING DESIGN ON THE SIDES OF THE BRIDGE AND CONNECTION TO THE RIM OF THE WOOD BRIDGE PROJECT: KELLY PROPERTY-DWG.NO.92907 LOAD = 900 LBS-FROM AASHTO HS20A4 LONGITUDINAL LOADING HANDRAIL LOADING = 500 PLF-CONTROLS DEAD LOAD = 50 PLF APPLIED SHEAR AT 5'O.C. POST = 2750 LBS-SIX 3/4"TIMBER BOLTS-SINGLE SHEAR THRU 5-1/2"SIDE AND MAIN MEMBERS HOLDING POINT-OK = 458.3 LBS/BOLT REVIEW 10 X 8 OR-8 X 10 GUARD RAIL SUPPORTED 5'O.C.= 2453.501 FT-LBS —► fb = 363.3 8X100R10X8RAILCAP --►® MOMENT ON POST to = 293.7 INA4 . =500 plf x 5'x 30"TO BOLT = 75000 IN-LBS Sx = 81.0 INA3 TWO-3/4" BOLTS 42 IN ANALYZE MOMENT IN 8 X 10 GUARDRAIL POST TOP AND Spx = 81.03 INA3 BOTTOM 1 fb = Mp/Spx = 925.54 PSI-ok-No. 1 GRADE 14 IN MIN. DISTANCE FROM TOP BOLTS TO BOTTOM OF BASE IREQUIRED TENSION BOLT CAPACITY= 5357.1 LBS OK TENSION CAPACITY ON EACH OF TWO 3/4" HEX BOLT = 6066.1 PSI OF MgsS.9 KEVIN ,g FINN N 2 CIVIL m v No.39636 S/ST GO BONA DFI SUBJECT: BRIDGE DESIGN ENGR: KEVIN M.FINN,P:E. PALM BAY,FL -92907- 2700 W.WILDEN AVE.,STE 4 KELLY PROPERTY ENTRY BRIDGE GOSHEN,IN 46528 THIS CALCULATIONS REVIEWS/DESIGNS A WOOD BRIDGE- PILE CAP ANALYSIS AASHTO HS20-44 LOADING UNIFORM LIVE LOAD=WI = 85 PSF CONCENTRATE LOAD - PER DUAL WHEEL UNIFORM DEAD LOAD=Wd= 38 PSF P= 18000 LBS TOTAL UNIFORM LOAD=Wt= 123 PSF Pv= 24000 LBS - TO BE USED FOR SHEAR OR SHEAR = 6000 LBS/TIRE CLEAR SPAN = 46 IN BEAM CLEAR SPAN TRIBUTARY WIDTH = 153 IN O.C.(1/2-12.5'&1/2 OF 13') BEAM DESIGN MATERIALS AND PHYSICAL PROPERTIES-SYP #2 12 X 12 UNDERSUPPORTS BEAM SUPPORTING JOISTS t = 11.25 IN d = 11.25 IN MOE = 1.20E+06 PSI to = 1334.839 IN^4 Fb = 850 PSI Sx = 237.3047 IN^3 Fv = 100 PSI A = 126.5625 IN^2 CH = 2 CONCENTRATED LOAD BENDING STRESS UNIFORM LOAD STRESSES- fb = Pa/Sx+Wd(Xjoist spacing)L^2/8/Sx fb = WtL^2/8/Sx = 145.7 PSI = 727.67 PSI-ok fv = 1.5-Wt(L-2d)/2A = 18.20 PSI CONCENTRATED LOAD SHEAR STRESS-WORST CASE fv = 1.5 x(P+Wd(L)/2)/A'= 152.58 PSI - OK-NO 6 = 5Wt'L^4/384 = 3.29E-03 IN-OK Fv' = 200 PSI SPLITS/CHECKS DEFLECTION = PL^3/48EI = 2.28E-02 IN VS.ALLOWABLE = U360 = 0.128 IN-OK 9000.0 LBS(P)-WHEELS FROM 2 AXLES APPLIED TO CENTER OF PILE CAP 18 IN P FOR BENDING MOMENT F— ANALYSIS CONTINUOUS PILE CAP b = 3.833333 It 3.833 It REACTION = 20638.24 LBS-USED MAX.SHEAR LOAD WHEEL ORIENTATION PILE CAP (HALF OF REAR AXLE AREA) h 3.83 FT O 1 13 FT 12.5 FT SECTION DEAD LOAD TO ONE PILE=3'10"x(12'+12)/2= 1855.635 LBS PLAN VIEW OF PILE CAP LOADING- TOTAL LOAD FROM ONE END OF DBL AXLE = 24000 LBS TOTAL = 120 0 LBS OF Mgss/9 oy o= KEVIN M. FINN cp CIVIL s 0 No.39636 9 O PILE CAP 36 IN N 46 IN PROPORTIONAL LOAD TO ONE PILE = 20638.2437 LBS I ; DFI SUBJECT: BRIDGE DESIGN ENGR: KEVIN M.FINN,P.E. PALM BAY,FL -DWG 92907- 2700 W.WILDEN AVE.,STE 4 KELLY PROPERTY ENTRY BRIDGE GOSHEN,IN 46528 THIS CALCULATIONS REVIEWS/DESIGNS A WOOD BRIDGE-WOOD DECK ANALYSIS AASHTO HS20-44 LOADING FOR PURPOSES OF ANALYZING THE DECK UNIFORM LIVE LOAD = 85 PSF CONCENTRATED LOAD - PER WHEEL UNIFORM DEAD LOAD=Wd= 18 PSF = 6000 LBS-FROM HS-20-44 LOADING TOTAL UNIFORM LOAD=Wt= 103 PSF (24000 LBS/4 WHEELS) SPACING OF JOISTS = 13 IN ACTUAL CLEAR SPAN =L= 8 IN-SLIGHTLY CONSERVATIVE DECKING DESIGN - 4"THICK - PER FT. MATERIALS AND PHYSICAL PROPERTIES-SYP#2 GRADE t = 3.5 IN MOE = 1.60E+06 PSI Cfu = 1.2 to = 40.19531 INA4 Fb = 975 PSI Cd = 1 Sx = 22.96875 INA3 Fv = 90 PSI CH = 2 A = 39.375 IN^2 BENDING STRESS-DUE TO CONC.WHEEL LOAD w=P/b= 857.1429 pli fb = w(b)x(2L-b)/8/Sx = 293.9 PSI UNIFORM LIVE LOAD- Fb'=Fb x Cfu x Cd= 1170 psi fb = 7.89 PSI-OK fv = 25.50 PSI-OK CONCENTRATED LOAD(AS UNIFORM LOAD)SHEAR STRESS- 6 = 4.10E-05 IN-OK fv = 1.5 x(w x 4"+Wd(L))/A = 139.5265 PSI WORST CASE SHEAR LOADING NO SPLITS OR CHECKS Fv' = Fv x CH = 180 PSI b = 7.0 in i DEFLECTION = PLA3/48EI = 4.27E-03 IN VS.ALLOWABLE = U360 = 0.036111 IN-OK a = 0.50 in a LOAD WITHIN 3-1/2"OF JOIST FOR WORST CASE NOT REQUIRED TO BE INCLUDED BUT IS HERE �— 13 IN TO BE CONSERVATIVE 6 X 12 JOISTS UNIFORM TIRE LOAD wv= 857.1429 pli DEFLECTION(WITH CONCENTRATED LOAD) - 4.27E-03 IN-OK \N OF MgssgO � KEVIN M. y CIVIL rn 0 No.39636 J9o& ciS S. ON i DFI SUBJECT: BRIDGE DESIGN ENGR: KEVIN M.FINN,P.E. PALM BAY,FL -DWG.92907- 2700 W.WILDEN AVE.,STE 4 KELLY PROPERTY ENTRY BRIDGE GOSHEN,IN 46528 THIS CALCULATIONS REVIEWS I DESIGNS A WOOD BRIDGE-ANALYSIS OF WOOD JOIST. HS-20-44 LOADING PER AASHTO UNIFORM LIVE LOAD = 85 PSF CONCENTRATED LOAD - PER DUAL WHEEL UNIFORM DEAD LOAD = 30 PSF P= 18000 LBS TOTAL UNIFORM LOAD=Wt= 115 PSF Pv= 24000 LBS FOR SHEAR ' CLEAR SPAN = 145 IN JOIST CLEAR SPAN SPACING OF JOISTS = 13 IN O.C. JOIST DESIGN - MATERIALS AND PHYSICAL PROPERTIES- 6 X 12"STRINGER#2 SYP t = 5.5 IN Cd = 1 d = 11.25 IN MOE = 1.20E+06 PSI to = 652.59 INA4 Fb = 850 PSI Cr = 1.15 Sx = 116.02 INA3 Fv = 100 PSI CH = 2 A = 61.875 INA2 CD = 1.25 THE LOAD APPLIED TO TWO OR THREE JOISTS UNDER WHEEL PER THE FOLLOWING 4,500 LBS EACH WHEEL 4,500 LBS EACH WHEEL OR 18,000 LBS TOTAL ON EACH HALF OR 18,000 LBS TOTAL ON EACH HALF F AXLE n OF AXLE I n DECKING FASTENING - 3/8"x 8"SCREW-ONE EACH 4"THICK ACTUAL 3-1/2"x 11-1/4"SECTION TO JOIST REQUIRED SHEAR FOR 100% COMPOSITE = 450 LBS ACTUAL SHEAR CAPACITY OF 3/8 X 8"SCREW = 420 LBS x 12/13(13"O.C.JOISTS)= 387.6923 LBS THEREFORE,USE MAX. CONVERSION FACTOR= 86.15% x 13= 11.20 IN WEAR O USE FULL VALUE OF MAIN DECKING AND 1/2 OF WEAR DECKING DECKING DECKING MATERIAL PROPERTIES- td= 5 IN Ad = 56.00 Y 9.485 IN COMBINED PHYSICAL PROPERTIES-NO.2 SYP JOIST DECKING Id = 116.67 IN44 d = 11.25 IN t = 5.5 IN It = 2949.4 INA4 MOE = 1.20E+06 PSI Sx = 311.0 INA3 Fb = 850 PSI A = 61.875 INA2 Fv = 100 PSI CONCENTRATED LOAD BENDING STRESS UNIFORM LOAD STRESSES- fb = PL/4/Sx+Wd x(joist spacing)LA2/8/Sx= 1063.386 PSI fb = WtLA2/8/Sx = 235.18 PSI Fb'(ALLOWABLE)=Fb = 1221.875 PSI CONCENTRATED LOAD SHEAR STRESS- tv = 1.5-Wt(L-2d)/2A = 15.42 PSI tv = 1.5 x(P+Wd(L)/2)/A = 189.29 PSI - OK NO-SPLITS OR CHECKS d = 5Wt'LA4/384 5.64E-02 IN-OK Fv' =CH x Fv= 200 PSI DEFLECTION = PLA3/48EI = 3.23E-01 IN VS.ALLOWABLE = U360 = 0.403 IN-OK P/2 P/2 4.542 FT [n N OF MgSs HOLD DOWN LAG o KEVIN M. G FINN u, 12.08333 ft CIVIL rn 0 No.39636 �i 10 SRO DFI SUBJECT: BRIDGE DESIGN ENGR: KEVIN M. FINN, P.E. PALM BAY, FL -DWG. 92907- 2700 W.WILDEN AVE., STE 4 KELLY PROPERTY ENTRY BRIDGE GOSHEN, IN 46528 THIS CALCULATION OF THE BUTT PILE DESIGN BASED ON THE LOADING BY THE PILE CAP AASHTO HS20-44.LOADING THIS CALCULATIONS REVIEWS/DESIGNS A WOOD BRIDGE. 12"x 12"PILE CAP REACTION = 20638.24 LBS AREA OF PILE = 132.665 IN^2 3/4"x 18" LAG BOLT fc = REACTION/AREA 155.5666 PSI 12" DIA. PILE BUTT PILE-#2- 12" DIAMETER 8 FT-OUT OF THE GROUND SYP PILE DETERMINATION OF ADEQUATE BEARING OF PILE FOR SUPPORT I OF 21000 LBS ON SOIL BY LOCAL AUTHORITY HAVING JURISDICTION OF MgSsgC' ) KEVIN FINN N rn o No.91636 010 is Eco) Engindering Dept. (3rd floor) Map Parcel Z l `�$b Permit# '/j/o( ` House# Date Issu — Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) '`;�_T'�;(,� Fee Conservation Office(4th floor)(8:30-9:30/1:00-2:00) 7 r, e � Yyc,W/ 2�3 Sy i/VS�i®�iC/IAM Planning Dept.(1st floor/School Admin. Bldg.) yet ysT Definitive Plan roved by Planning Board 19 C TOWN OF BARNSTABLE Building Permit Application Projec eetAddress �j S�j .�•�✓/�"� Village Q�Z� Owner U H Address Telephone 5- / l� Permit Request `�l/�f } �1 First Floor square feet Second Floor square feet Construction Type_�l Estimated Project Cost $ Jf� Zoning District Flood Plain Water Protection Lot Size 52rz Q Grandfathered ❑Yes ❑No Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes ❑No On Old King's Highway ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New Half: Existing New No. of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) �-� Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ s Commercial ❑Yes ❑No If yes, site plan review# - Current Use Proposed Use Builder Information �� Name (J L 8 Telephone Number Address22 O(X 5�7 License# Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUA�WlDATE BUI G 1LL9VyIN REASON(S) c FOR OFFICIAL USE ONLY y PERMIT NO.- DATE ISSUED MAP/PARCEL NO. v r Q+t ADDRESS VILLAGE OWNER F DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE F ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED a� ASSOCIATION PLAN? r � s t M X' \ i rLAGCEO Ki7UNO ,eAka tracks R SHEET I a 2 oNpLJL s "12 Ale A _6 EAST BAY / LOT 25 A / \ N1LUAM L.BROWN ^ 80 BLACK OAK ROAD LOCUS MAP 4 — \ / LOT 24 / WESTON.MASS.02193 SCALE 1 :25.000 73.184 p.11.-1.BB«..aon6 ASSESSORS .040 qIt. 11- regmna6 I/ MAP 165 8.OXO eq.tl.+e11Rn0 regiettele PARCELS 94&95 / AX7J e2.R..X0Pn0NnregYla<0 2M scree total AGNES V.HALL III.LEAD PRE UPS CTF,460J6 LC.J1743 E HT• ALL PILINGS 12' P.O.BOX 389 A.O. 02655 e.— "[S" FAUCET / RECORD H.W.L.C.C.267000 SPAc:,NG(T,Rj fIEV.•6.0' ' ELECTRICITY WATER / EDGE OF BEACH GRASS _ - ° M.H.W. 23' 6mM mM :e r. - ► AOyfl'I." nOwQ..28T... [`''•', ...E _ - ���.n iWw IL I - g J'[9 CROSS IR 3ACE Qo nONAI 1\ MARSH � /1 IL s SECTION B—B / v EDGE or "Rs,' GRAPHIC SCALE 1pp� m. 0 22�4 ......Y.Lw.•0:0.. iL B 0 p � Le PROP.xRtfi P . xf;6AT• S 37A Z[s9 Y P l' D — —E .0 La. —— — ———————— ——— -i.e PROP. PRJNGS 32 I 0 IIS _12 PLANPUN�} A 2•X e•HANDRAIL -L F,R .• i POSTS CE0 FOAL •-O ?! OF PROPOSED DOCK — t' i•x B'DECK !� -11/2'SPACING(lYP) -6e B A_ J"'EABLE, MASS. l. ._ j -CR '- •-e.6 : SECTION C—C J PEV. MAY 1.1996 1= GRAPHIC SCALE BAXTER S NYE iNC. 024 REGISTERED LAND SURVEYORS PLAN CIVIL ENGINEERS OSTERVILLE,MASS. - SCALE:I••20' GRAPHIC SCALE 1020 A0 8.0 �l1 •� ��LT47D 100 tvicol II ULNIS 0tl' tltl' . El.tA.O —1�! STAIRS TO GRADE ALL PILES TO BE.'X A- SEE PLAN Jul.0"'"' YYII /SE-3-2n2 7 8.67 do { zD IXTEND STAIRS TO GRADE Z.57ING VENVENCAL TRACKS EXISTING NO 14 BAYS O 12'-168' ALL PILES TO BE D-12' 12.0' 1IFkR1 ELEV.9.0' EL 6.5 6.0 t EIJ:v.6.0' _ H. E1LM..IV Y,LW..L M.LIt-as ..... ........ _._-_. •—.—_. .---E.Lw..-0.S' : El OPTIONAL S: CROSS BRACING •IV fy GRAPHIC SCALE i�L.%e C 0.0 EOU0.s N.G.v.O.•-ob•. SECTION A-A 0 5 10 20 :\nFICA1E REFERENCE:HIWAY L BROWN CIF.91310 R GiF.111.71 /93126A- f0 I M ALL COMPONENTS LOCATED IN POTENTIAL -p •A3 SHEET I 01 2 VEHICLE TRAFFIC.AREAS ALL PIPES 10 BE 1'P.V.C.SCHEDULE 10., O,LNY` VEHICLETEST PIT #3 SHALL BE H-20 LOAD CAPACITY. F.F.ELEV.-IGLOO' , \ LVJ COVERS LOCATED to M11Mn .I.o }} /PeLE R IY d'F.G. rA. e�te.4'LOOR I p ELEV.-20.00 i ELEV,•37.00' �• ANo _ VENT 3s.D I as '" SNIPS'+EAGLE LANE. $ o.. ��.. yy _8. - 3 r.n 35.0 nrv,.3p.8 20001 CAL. T PIPE C.S.NO. yG` DAY _EAWST .. s> one``r•Mirt .-36.6 / ♦ U T:...-. 2.5 u. TOP.33.0 PIPE �'q gpj 1-32.6 I _ / SEAOCLIS 119000 le wwwww / ww w L- 12.i7 yR /iy ASSESSORS jf PERK TEST emwmw SET 0.BOX IN HEAVY DUTY MANHOLE 6� •pe ��' / 55•MAP 165 i' a e BOTTOM ELEV.30.17 SET ON 8"CRUSHED STONE BASE. LEACHING CHAMBERS L �_ ♦ C.B.MD. PARCELS 94&95 - MEDIUM ACME PRECAST ,\ ����_-_ ZONES SAND 083 OR EOUAL ,.7?}-•�' \\ o / a/t, �( A.P. -C2 PROF T y� RESIDENCE F-1 _ Li)SLA:AA C. \ / ,/ MINIMUMS NO SCALE 6' /" " AREA A. 43.560 S.F. .. 10.00 BOTTOM OF TEST HOLE \ \ 1 y}s FRONTAGE 20' 10 ELEV / /•/ • ,M17• /„ - WIDTH . 125' \ •?��. FRONT SETBACK - 30' NO WATER LOT 19 SIDE SETBACKS- 15' / EL 1.9 m WATER OBSERVED NiWAM L BROWN � REAR SETBACK. 15' CTr.111171 \`I o L.C.C.I6]O0D / 9 � •� ` //L (' BUILDING HEIGHT- 30' / SLOT 25 \ 7W6 / PA CTF,111171 IEACHWG CHAMBER DESIGN m.';116s1C�pff+ / ° / L.C.C.11.7. 91.890 Fan. at4 r/ d�'j ALL PIPES TO BE S04000LE IO PVC N. I U 'O` USE 2 1 DISTRIBUTION LINES P• O ;,IN B-500 GAL PRECAST LEACHING CHAMBERS C.O.Dd, 576'16'11 E / ' SET IN A 36'x 26''xAS.EO STONE MELD 95.70' I TEST PIT A6 SNO_ ' ,R 550 OP SOX m5 S.F.OF LEA04NO AREA REQUIRED .D./.71. . - /3 (3e.3e #2 ._.. .2e+:e)x x-Ise S.F.soEwALL AREA I �y (2e x 36).1008 S.F.BOTTOM AREA /t/ , 0 ELEV..27,50 1,261 S.F.TOTAL PRONDE0 PERCOLATION RATE: i• U / 5 LOAN.SANE-_ I INCH M 2 MINUTES OR LESS. / DESIGN DATA 5//'� e:l \ I 0. "Iq % SAND SINGLE FAMRY-5 BEOROO.S WITH GARBAGC CRMDER DAILY now-110 x s-s50 C.P.D. / / �/ j I I ' • GGG _ SEPTIC TANK LSD x 20WL-1100 G.P.D. 1 LE:'. USE I000 CALL COMPARTMERf SEPTIC TANK '��/ /,Ly,C / a/ �`� 3 r2 yyC� NO WATER i` / rB i ` ttl1M ir e o es' Y 28' nMlsNro aLAOE 3.s•6s0•'e.sa,y _«' : "j /' „ir aG TrA+K56J • AN \ �• i 1,7. 77 PEASTONE .. ll/• D fr-°\o 1 $ F � \\ r/A•TD 1 I/2•�'.. ASHED STONE /11ARAf€I \_1jv / END SECTION / //,, .b• LD 6.pfT\ NO SCALE • . .'Lys/ / /, %. /E1Lx__,^�,T�,.�Q,EE`�D .,d f t'� \\. �2 .ASTIED STDNE / ! past p°I` PR"•"NO \. Tc - - VENT CA.M. I OA2- PLAN VIEW �; I fG,.}• \ �/ / ' I ..-/I. r{' �fG,USIA / W� ,LIST 1� _••_.. - ! _w _ ° A 1 K ACHES V.HALL TR. / W'�.,k11� \ 'G� G= 4ADON5 �,DAKtis7ATE COASTA. AL _.�•�%.� !�-1� �.••;/ '�- ��, ,/�-N ,t / - - \ •� It= _ ,-- _ - --- : ;=..�. - - .. =- �: \'°\ \ IF ACRES V.HALL TIL \ \ FA,9 Y' / dun° .etODD Cm.160M \ A MW�I.\E' L.C.3.713 \ ` • LOT 24 yr 7],Ie1 IR•0.-1.ee dd.SPI0N0 . \ 12.2%.Rp.N.'Cana isBl,tend 'i ,� .\ B.010 1R IL-.11-d r-9111-d 0 _ g.Y \ 2.473 dq.11•Btlpnd Mn gi.te d A. � 9S L s 2.11 ouaa rota 915W 0)sao s vNVPr.MIx sots euWAM rR6ADYD-YEM.IT.dru AN dAAMM M•rtmu rAL m ITT dAuo AS rouoK:NOT d` 5`• vd(n[Mu I,a AT-d n.1 SILK M1�OM MAN 9p1__o IW 56K.pilpl fi w I Yf M IA.wiµ 7pp PCR,Yq rap 06L r,5•�] P f�(F' MARSH i e,D•oraA rd cAw..a:*Hd ro wwc a art. � ' (1)MXA-O MR11Ne.1 snow d M6 RAN,AT LEAST 11 MIOR ro u,L,EAYIIKN Fd M]MOL<IN reA.1r�RIDC1 rO MrUwHtur°'dlunHi0G:r4 s.3u_•6.17 AND,rP+pM,iE JJ� A Jrw u 4 o II01® l• SITE PLAN OF LAND !D ed AM AWM A IN YP1x:9vfrtM M[dd AAETAr 6 % IN wA c1.n.wM ML w.trwc Aces.No nc AL � (OSTERVILLE) M r4AAA 31dow 16000 r1t"A',._AL nAe G. yl -Y \.TA' nc row A BUMST.eIx BOAro A.[ALM REouNds Pur MB: \ V d-nrt u•Au DrlPos.L.rrAA+rlo:n BARNSTABLE, MASS. xcdMdoAwn roR AAAPap 2 no cm.A1m1T s1PrK tun aa,as x-1 A LFAO rI.¢ +•� _ e � FILL` FOR m MORDER- YP1K T.Nr <ONMIrYENT sN.0 a ano rd 11ao EDMUND F. & DEBORAH M. KELLY THE All BYi__1 9•,LL BE 1..1._._ANL AAN ,CCAfDRIM_ - . ANCE 11,"4 MULTIPLE-PARM I-IL M rua9 w BOBLS.•,(K fM05nNrt0 SMd MAT ME TIR51 1ANB Iwo wads°n<Ycow r.NP n Low Muds s Prn I_, RA \ SCALE: AS NOTED DATE: FEB. 20,1997 NOTE: }o REV.MARCH 25J997 REV.APRIL 3.1997 ME PROPOSED SEPTIC SYSTEM IS MORE MAN 300'FROM A A� A v A WA BAXTER 6 NYE RINC. WATERCOURSE.THEREFORE.ME 250 RULE DOES NOT APPLY. B y` ,o REGISTERED LAND SU VEYORS ELEVATIONS ARE BASED ON N.G.V.D..0.00' 100 YEAR ROOD-ELEV.12.0' ?• 6UL:T'•R •. yL a PLANCIVIL ENGINEERS SCALE: I'-20' DSTERVILLC. MASS. CERTIFY MAT ME FOUNDATION y` Wr; GRAPHIC SCALE a SHOWN HERON COMPLY WM ME SIDELINE ^ ti: y p 0 Q AND SETBACK REQUIREMENTS OF ME TOWN ABLE.AND I j NOT ATE III IN FLOOD I. M NO �•O" L.-i_-� SATE: l'S'47 `i .L.S. y9P102 i •asuaatT styl 10 uoileoonai j01.asnea st apoj 6urpirng alelS sllasnyaessep ayl 10 uoiltpa luaaino a ssassod 01.aunpel saeoH 61tee3 Z I I - 91 A1uo Anosep - U1 o auoH - 00 96068 00 :ol palatilsa8 St9Z0 trA `11010J 18091.1I9 0 8 398019 �jc � 00 :01 P013111saa. :sa�tdz3 3SH33I1 80SIABRAS NOI1081S80J A133YS JI780d 30 183818N-30 07-7 / m if i/'' %J/riaiiranrar�ir�� a� ✓f2� � O�i/�CLG�l2C�Qp.� • HOME IMPROVEMENT CONTRACTORS REGISTRATION Board of Building Regulations and Standards One Ashburton Place — Room 1301 Boston, Massachusetts 02108 HOME IMPROVEMENT CONTRACTOR Registration 123494 Expiration 02/26/99 Type — PRIVATE CORPORATION Gillmore Marine Contracting , Inc . GeorgeR. Gillmore 37 Bowdoin Rd Mashpee MA 02649 °FWE . The Town of Barnstable • sAxrrsrast.E. • Department of Health Safety and Environmental Services '�Eo ram" Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner For office use only Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the "reconstruction, alterations, renovation, repair, modernization, conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors, with certain exceptions,along with other requirements. ,�y� Type of Work: �[,�T1 Est.Cost � d ®�o Address of Work: Owner's Name Date of Permit Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under$1,000. Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby ply for a permit as the agent of the owner: olvl"- A Z ate Contractor Name Registration No. OR Date Owner's Name The Cminnottlreatth of Atassuchuseas Depurttnc•lttnflttdttstrial.9ccrdents ` a �; 011iceol/nvest/ga1/ons hull If'oshiarton Street Bostott. A1uss. 02111 Workers' Compensation insurance Affid.ivit Altilic�int information• ..__.._...__._..__Please PR(NT lebi�i jy ,_._,__.. _. name, locition- I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity I am an emplover providing workers' compensation for my employees working on this job. �L �M entnnanv name Otldreat• ��i � ��(� . �t�.. fahnpe a� ✓SOS— ��^,�C � insuranceCo. (� �/b`y IicvaY Gy�O I am a sole proprietor. general contractor, or homeowner(circle one) and have hired the contractors listed below who hay the following workers' compensation polices: comnam• n•amc• adrl resr cin phone#• incatrancc cn "olio•0 t- ..•t.::'�..�.__`,•`:^•' _ 'T:Y'• ` __ __ _r�V:��,t T'_r"►w_.,y��.- .� .:._ .w.—�....�_ter.--� cmmriam• nntnc• addresc- rite• phone it! murnnee co- .Attach additional sheet if �''` _ _; _-�;..;'.:;i;.;_- ___r�. _� '•^ �+�-'c".. = a;;e=:"r;..;: :;,i Failure tta secure covernge as required under Section 3A of NIGL ISZ can lead to the imposition of criminal penalties 01•a line up to Si.500.00 andior one scars*imprisonment:as wcii as civil penalties in the form of a STOP WORK ORDER and a fine,of 5100.00 a dad•against me. 1 understand that a copy of this statement ma%-be forwnrded to the Office of Investigations of the DIA for coverage verification. 1 do herchv cr /j render the •it a Ines of peryuty that the information provided above is true and vrrect Signature �4 Date Print n e • Phone rRcial use un1v do notwritc in this area to be completed by city or town officialcty or town: permit/license q rnlluilding Department CJucensing hoard I] check if immediate response is required 0Seleetmen's Office t.- (:)ticaiih Ucpartmcnt contact Person: phone N: rlOther Information and Instructions Massachusetts General Laws chapter 152 section '_5 requires all emplovers to provide workers' eonipensatian fo employees. As quoted from the "1a��". In ellipint•ee is defined as every person in the scmicc of another under an contract of hire. express or implied. oral or written. An e»lplurer is defined as an individual. partnership. association. corporation or other legal entity, or anv two or the fore;_oin�� crianued in a joint enterprise, and including the legal representatives of a deceased employer. or the receiver or trustee of an individual , partnership. association or other legal entity, employing employees. Howe•: owner of a dwelling house having not more than three apartments and who resides therein. or the occupant of the dw-cilin_ house of another who employs persons to do maintenance , construction or repair work on such dwellin or oil the !rounds or building appurtenant thereto shall not because of such employment be deemed to be an emp MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance c renci�:rl of a license or per to operate a business or to construct buildings in the commonwealth for any applicant ,who lras not produced acceptable evidence of compliance with the insurance coverage required. Additionally. neither the commonwealth nor any of its political subdivisions shall enter into any contract for the peruormance of pubiic work until acceptable evidence of compliance with the insurance requirements of this char been presented to the contracting authority. Applicants Please fill in tite workers' compensation affidavit completely, by checking the box that applies to your situation supplying company names. address and phone numbers as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the cit}r or town that the application for the permit or license is being requested. not the Department of Industrial Accidents. Should you have any questions regarding the "law"or if you are requ to obtain a workers compensation policy. please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the boar the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be return. the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any que: please do not hesitate to give us a call. r-a....+... ....�.� :�......�.-.w•rs�.r.�.sue--ate......«.-..�w�r�w.w..+�. _ :r. _ - .. ' '!";'S.".'•.�."�..,. The Department's address. telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents office'at Investigations 600 Washington Street Boston,Ma. 02111 fnx-ff"-t&17) 777-7749 98 co 110 Iv C Apra s- c� ) 9 co . o 70 -•7.94C. 615 73 -254C. 1.12 Ac. 269 C 0 rots . 198 T yvv 1(09 4. 44 12 q1 OLD 94 i 1 .03AC. 1� NV l-3 w�Y _ e� IV 2.55uPL-A N DR tn .0Z WET o Qv} 1 ,57Ar, 96 z o 0 0 5 Ac ti O rn I 100' 9� z35- 200 -4300 FEET 96 V PAR ] Real Estate System —General Property Inquiry] Help [ ] Parcel Id: 1.k5 0 6- - Account No: 91297 Parent : Location: 41 SHIPS EAGLE LANE Neighborhood: 31BA Fire Dist : CO Devel Lot : 19 Lot Size : 1 . 05 Acres Current Own: BROWN, WILLIAM L State Class : 101 80 BLACK OAK RD No. Bldgs : 1 Area: 1107 Year Added: WESTON MA 2193 Deed Date : 090188 Reference : C115594 January 1st : BROWN, WILLIAM L Deed MMDD: 0988 Deed Ref : C115594 Comments : Values : Land: 66000 Buildings : 53000 Extra Features : 7200 Road System: 41 Index: 2179 (SHIPS EAGLE LANE ) Frntg: 135 Index: ( ) Frntg: Control Info: Last Auto Upd: 092196 Status : C Last TACS .Update : 070196 Land Reviewed By: Date : 0000 Bldgs Reviewed By: Date : 0000 Tax Title : Account : Taken: Account Status : Hold Status : Cancel [ ] Press XMT for more a Next ree [P ] Ac o [I] Qwp6r N e [ oa de Roa me [ ] Parc Nu - r [16 [097] [ ] [ ] [ ] 0.,2 5,A( .......... -1;32:AC:............... 2 7 .. ........... .......... ........... ........... .......... #0 ............ NTY S 'r ................. 7S., ................................-,Z............ 4.31 AC >4 94 #239 1.51 AC ........... #229 4.17 AC Sri ,1 95 #219 -,f,I<7A .. . . .. . . . . . . . . The Town of Barnstable ''AM Department of Health Safety and Environmental Services e Building Division 367 Main Street.HY=k MA 02,601 Office: 508 790.6227 Ralph Cro= FAY-" S/)4_'J'J[.'�?d� Pt1:1.+:..r!'.••-.�:�. .<-.., r . 1 Date �-3 7 AFFIDAVIT HOME IMPROVEMENTOONMCMIXI AW SUPPLEMENT TO PERMIT PPLWAMN MGL c.142A requires that the"reconswctioa.art mdo= teaovation.t modemb2tion.eonv=on, ` improvernent, remmml, demolition.. or emsauction of an addition to zW pie-cuing owner oocapied building containing at I=one but not more than four dwelling uans Or to adr Vach arc adjacent to such residence or buildin be done Bred Corara�tons.with. g by tcgisi exaepdaas,along with other T37Cof Wont:,- N Et,). 00 USE ~_� rst,Cost Loc. Or—no — Address of Work: 94 - 5H 45 ,�= --4�ti1t✓ Oairer Warne- Date �Dh1 - — .- of Permit Application• I hereby eftTiN that: Registration is not required for the following reason(s): Work excluded by law Job under$1,000 Building not calla-oompied Owner pulling can permit Nol:cc is herrbm•givcn OWNTRS PULLTNG THEIR OWN PERMIT OR DEAuNG 1vrm UNREGIsrERED CON F.AGTORS FOR AFPLIC/,ELE H0;`'(E NVROVeffi.7 WORK DO- NOT HAVE ACCESS TO THE i R .T 10N F=0C.T:'•_',S OR GUA. A %M'F(J''D UTNDER l IGI.c. 1{7_A SIGNED UNDER PENALTIES OF PERJURY I hercbv apply for a permit as the agent of the owner: l724 (�Sqfftrzctor name Rdesmtion No. OR dra • Tlic Cunrrrrunl+caltli of.4fassadwetts j �1 '-'• • Deparrnrcnt ojhrdustrial Accidents logs 600 !f i Street lip Workers' Compensation Insurance ARtlavit cit%, ❑ 1 am a homeowner performing all work myself. - ❑ ! am a sole proprietor and have no one working in any capacity 1 am an emplover providing workers' compensation for my employees working on this job. ERNEST B. NORRIS & SON, INC. effim"nn nflMd- -� 385 SEA STREET • 508-175-0457 1 HYANNIS ' Chane EASTERN CASUALTY INSURANCE COMPANY WCG 1000897 A. sit n -' ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hued the contractors listed below.wnc - • the following workers' compensation polices: .•,• TOMPI,: .. • nv n phone Oft .: city- tit ,�.•rvw�-r -,-.-�r^�' T+W.r .�..-.. �''�asfF+ -�- - � —.-Comninv nfl I •t.. inSur'.111ce Co. :Attach additioiial'sheet iCaeeessa r, des of a fine up to 51.5001"a Failure io secure covcra�c as required uade ati°°25A of I%IGL 153 na lead to the lion of etstataa!penal one rears'imprisonment as well as civil penalties l6ee oil ati�tt�of the DIA fp WORK or coverage eoreate veriifadoo.ER and a flac of Ao a day apttut ma I understand t copy of this statement mar be forwarded to the 1 do herehr cenify unrJ&tIse pains and p allies ojperiurr that the information provided above is true and earful ate ' Signature C one# 508-775-0457 RAIG N. ASHWORTH Print name ofncial•use only do not�rrite is this am to be completed by city or town oMd31 1• permiUlh ease tY tt3aild[ag Department city or town: DUceasio%Board 05dectmen s Ofnu cheek if immediate response is required (311eatth Department phone il; 17other�_ contact person: 1 i 1 1 ' 1 f 1, IVARTI ENT OF PUBLIC SAFETY CONSTRUC, IQN: SUPERVISOR LICENSE _ M SNuEr s Expires; :h Rest��cted m4Q 00 Z x y CAIG N ASHWORTH 385 SEA STREET HYANNIS, MA 02601 Q4- r. i l l •,:/fie -e."nuread, c� 41 HOME IMPROVEMENT CONTRACTOR, k:a Registration , 102014 Type QRIU.ATE CORPORATION ; `"`` •` Expiration '06/30/98 fRNEST B. NORRIS & SON INC N. Ashworth 385 Sea St I ADMINISTRATOR Hyannis MA 02601 "f "`'tea"..►� ,�,i:F yn 1"'y, i � E�.GC� Lt..1 4P 7700 . Q .\y31 NC— W.14-LL all G Y �cE3 t7 Sty AT woe" `f 541 ki �! VdtLLlAM � (2 pLb`i" pi- A, ,j ca N Y E N ry a No. 19334 L bCJaTl�f.1 ' .� G�iZTtt=mil T14A7': -1� Q�vU Sllotiut l PtA.Q Tl RE�Ecz��.10E i _t�EQEa�3 Go�MPL.�IS �,�/iTN THE 51IIE.t_1►••1� �T� C -A�.1D . SET�C�C �EQUIQE�E►•tTS 01= Z't-t'fcc Lt,G� �LAc�1 ZCvt�70G6 IS •L,oG,G..T�� cWITt-ll�l PLoo I�It.l XTEQ- bATr✓ ��� REGISttJZE� l.At.1p SU�v�=�(o OSTEfLV1LtL o h(ass. L1 OT 8 AS E� �-1 A Q Wy�U,�EIJT SUQvt=`( �; T1�CG UP�STS St1ot�1� APPt_.1G�.►JT' ` ..� To D e i e P tiA►y C' l�T L t��S ^� FJI, oFI,E"° T(., xn of Barnstable Administrative Services M A Finance Division 9 � �p 059• `0�' 230 South Street Hyannis MA 02601 James D.Tinsley,CPA,Director Tel: (508)790-6210 Waldo A.Fraser,Jr.,MBA, Tel: (508)790-6360 Treasurer/Budget Director Fax: (508)790-6224 TO: PLANNING DEPARTMENT FROM: ... _ —WALDO_A...FRASER,JR.,TREASURER DATE: MARCH .7, 1996 RE: WILLIAM BROWN ESCROW ACCOUNT RECEIVED ON THE ABOVE DATE A CHECK IN THE AMOUNT OF $4,747.46 PAYABLE TO WILLIAM & HELEN BROWN RELATIVE TO THE ABOVE CAPTIONED MATTER WAF:jc PLANCHEK Town of Barnstable KAM 9. Department of Public Works A 367 Main Street,Hyannis M 02601 Office: 508-790-6300 Thomas J.Mullen Fax: 568-790-6400 Superintendent DATE: February 23, 1996 TO: John Tzimorangas, Acting Planning Board Chairman FROM: Stephen Seymour, Supervisory Project Engineer RE: Subdivision No. 690 William and Helen Brown In response to a request.from the.Developer to release all remaining securities I submit the following report: The subdivision is complete. I note for the record, that the electric service is . acceptable to Commonwealth Electric for distributing power, however it apparently is a private service and is not owned or maintained by Commonweath Electric. Please see attached letter from Commonwealth Electric or contact their office if you require more information on this service. RECOMMENDATION: I have no objection to the release of all remaining securities held by the planning board. SGS\file:sub690b 6. f OUR BARTER NYE, IN Professional Land Surveyors.and Civil'En s • ! ; ,i 3 19� _ 812 Main Street •Osterville, Massachusetts 0 Tel. 428-9131 428-3750 WILLIAM C. NYE, P.L.S. - President RICHARD A. BAXTER, P.L.S.-Vice President PETER SULLIVAN, P.E. Vice President Engineering January 30 , 1996 Town of Barnstable Engineering Department 367 Main Street Hyannis , Ma . , 02601 Attn : Steve Seymour Re: William L . Brown Ships Eagle Lane Osterville - Subdivision N . 690 Dear Steve: Enclosed are three copies of the "as-built " plans for Ships Eagle Way. Note that the road bounds are set . Hopefully this completes the items outlined by your December 6, 1995 letter and the $4725' bond can be released . Feel free to call if you have any questions . Very truly yours , Ba er & Nye Inc . loam / Ny P L .S . President P. C . & Plan : Atty John R . Alger MEMBERS OF CAPE COD SOCIETY OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS I AMERICAN CONGRESS ON SURVEYING AND MAPPING MASSACHUSETTS ASSOCIATION OF LAND SURVEYORS AND CIVIL ENGINEERS a � ^ j a � n=j��' A .•\ U e � c m Q 1 N Q H •.................. \ \ \, n \ Q \ I \ L D D D D D ? Y NEW RESIDENCE IVAN BEREZNICKI ASSOCIATES,INC. �y s L D�, " FOR .r ARCHITECTS R PLANNERS' Z A R Ar TED AND DEBBIE KELLY OSTERVILLE,MA 3 -------------------------- ................::� I ............................ < 1 I I I I II I I I I II I I i I •II 1 I �---------J .II 1----------1 II It III I . II i I - I 1II. I� Ira 4 v \ I I I 1 1 I rr � I I ....:..:.... r �I ....... is I I .:: i.i 0 I I I ----- — —r�_.1 _LJJ Y, • 7�eia ' r� D D D'D D 4 £ g NEW RESIDENCE - IVAN BEREZNICKI ASSOCIATES,INC. ; 00 ? FOR 'ARCHITECTS&PLANNERS gg 7 C p j,R TED AND DEBBIE KELLY ® R gy a OSTERVILLE,MA a.r � a m5i fill I " I - ° a } I _ I -I- 11`L, 4 g . a M ' } -0" DDDDD e NEW RESIDENCE IVAN BBRBZNICKI ASSOCIATES,INC. FOR ARCHITECTS¢PLANNERS Z�� p S a TED AND DEBBIE KELLY a w.,o. �.w Q OSTERVILLE,MA 1 #911Vd = e El z --------------- :Pik -- is' _ LJ ....... .......... i .un r .� ®'j c:j NMI,0 fl _ - CJ Yre o i J EjCG b Y nA� b 1 t a . O ❑ i 0. �. tttwww _ __ _.__,__.ate•-_,..-.�.r i_ D R D D D r j @4 NEW RB9mEN; � IVAN9HRHZttIOKI A930CIATHS IFPC I1� aT QQ�' �.E�� FOR �xcarracrg s r�.,wtrexa °FED AND DHHffiH KHI.LX .�u.s, LLB. a OS?BRVILLB;Md_. F.c..•'k+.� ''7r E EEIII FTT EDO Im II L p 9 f p _ .� �RHSIDENdB V IVAN BRBZPIIC&l SS001.CTHS, N - F ARcHirHMCrS PL/ IHHR9 F 'THD(AND_'DBBBIB KELLY a .fi-�< .i uy.+me ' '"' OSTE t IS I ------------------------------ ----------------------- ------- 2E:I2 2E:12 — 6:12 ? i2 _ .. . a q 8 1,N N - . Im yN ____________ I D D D D D i @ NEW RESIDENCE IVAN BERE2:NICKI ASSOCIATES,INC. FOR ARCHITECTS A PLANNERS 4 $ $ TED AND DESBIE KELLY 9 9 OSTERVILLE,MA *=u�n�wi����nw itFIT]1111 1 j ® - = oil ® z 11, I < c/) D D D D D + e NEW RESIDENCE IVAN BEREZNICKI ASSOCIATES,INC. a 0 l� D y= - of FOR ARCHITECTS PLANNERS c o C TED AND DEBBIE KELLY I\ T Q OSTHRVILLE,MA 4 ti/ „nn,...n.. I II I--- I j t- _ UR a g E AR b G8 J " I P I 8 kl�id� $��G^-q �� �_�4� 5� ®qb_ sBh® � � a® TPF��}-5 ®� E 1 6� p ®n e:.�4a `ny �s.gp�e(g� s i�a$ $� ppHR@R $ @ hq P I - E-p in I I R I P I R I E I I Ea 99C 999tl 9 . I - - I R_A �^� S P^� ® E- @®acn PF bb{ 9® ® F c a� 9 j^ F®-hBmoi s �6 SAS q 4q'R 2 4q Bq 9fq 5 ?" 9S gib-yyLEF Nall a A , ig- �oGa:O�i FRH�F a9 __________________________________ ______ .. F S EI & 1g MIA .. PI 4pp1_ � ppIA nl� ql� AR&q WSW W ap 61" � xs3 YM16 j �� I? Ab q I 1 1 I I D D D D De NEW RESIDENCE IVAN BEREZNICKI ASSOCIATES,INC. FOR ,ARCHITECTS 4 PLANNSRSp o e TED AND DBBBIE KELLY oz� 9 4 A OSTERVILLE,MA Engineering Dept. (3rd floor) Map ! 4 Parcel rj � Permit# House# Date Issued 4 V�—h, `' ? rta� Board of Health(3rd floor)(8:15 -9:'M/1:00-4:30) 6 Fee 4 ' O i) Conservation Office (4th floor)(8:30-9:30/1:00-2:00) yl+I-7 Planning Dept.(1st floor/School Admin. Bldg.) Definitive Plan Approved by Planning Board 19 TOWN OF BARNSTABLE ' � J ' Building Permit Application 0 4 Project S*et dress --L I S LE ,ArJ L- Village Owner j�/i JtJ h " 5o iZ A t-� Address e o t S Telephone , 01 o 515 0 0 27 S 0 4,5�7 Permit Request �� Lp,J STQc�C,T 0 P_W t0c)SG— 4- LG '5 b ►s cw vccLL�y �.. First Floor square feet Second Floor square feet Construction Type Estimated Project Cost $ L90,900 Zoning-District Flood Plain Water Protection Lot Size A-G+ Grandfathered ❑Yes ❑No Dwelling Type: Single Family /9 Two Family El Multi-Family(#units) Age of Existing Structure ►� Historic House ❑Yes /11_No On Old King's Highway ❑Yes 1No Basement Type: #Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) %, O Basement Unfinished Area(sq.ft) a Number of Baths: Full: Existing New E57 Half: Existing New No.of Bedrooms: Existing New Total Room Count(not including baths): Existing New O First Floor Room Count Heat Type and Fuel: ❑Gas Oil ❑Electric ❑Other Central Air 0 Yes ❑No Fireplaces: Existing New �_ Existing wood/coal stove ❑Yes f o Garage: ❑Detached(size) Other Detached Structures: El Pool(size) / ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ ' Comme ciO:=,Yes No If yes, site plan review# Current Use Proposed Use J(12 . \ Builder Information Name F Telephone Number -7 S Address �8 �S SEs� S? _ License# A4/,4 AJ A,) (S^ 14 D26621 Home Improvement Contractor# D 24 l Worker's Compensation# 60C C7 J000 Sf Z+ NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE b,�• I �-G DATE -S 3 Z ? BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) Y`� FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED J MAP/PARCEL NO. ' e ADDRESS VILLAGE - OWNER DATE OF INSPECTION: FOUNDATION FRAME y ,.INSULATION , I FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL- GAS: x t`AOUGH FINAL �� q:r' \ �j'✓iV + •�..`�+ . - FINAL1LfI z1 Rea b—•- :t, r r DATE CLOS&'16 ASSOCIATION PLAN`NO. �'- M TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY y PARCEL ID '164 019 GEOBASE ID 43879 ADDRESS`_ 51_SHIPS-EAGLE`I;ANE _ . _ _. - _. . . .... . .. ---PHONE` OSTERVILLE ZIP - LOT 26 BLOCK LOT' SIZE ,DBA DEVELOPMENT DISTRICT CO ppEE IITT PE IT T B8$o6 TEETLggIPTION CRjEE 0 .CbING Y PM--- T_#23679)YPEEIMM � PAN ' CONTRACTORS: Department,of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: l'BOND $.00 OxIME , - CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY # ; + ■ARNSTABLE, • MASS. 039. ED M�A BUILDING DISfON 4 BY � .�� DATE ISSUED• 12/24/1998 EXPIRATION DATE ,� `� , TOWN OF BARNSTABLE (y. BUILDING PERMIT ' PARCEL ID 164 019 GEOBASE ID ADDRESS 51 SHIPS EAGLE LANE PHONE OSTERVILLE ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT PERMIT 23679 DESCRIPTION SINGLE FAMILY DWELLING PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: PROPERTY OWNER Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $1,860.00 BOND $.00 Ox CONSTRUCTION COSTS $600,000.00 101 SINGLE FAM HOME DETACHED 1 PRIVATE P • • 1ARNSTABLE. � MASS. OWNER KELLY, EDMUND & KELLY i639 ADDRESS MIS BUILDI BY DATE ISSUED 06/10/1997 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. 1 0 11 i BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 �� 2 - 7 is 3 1 Z,Z_^ 1 EATING INSP�C,,, RO S ENGINEERING DEPARTMENT f'J 2 1 1I- �1 Z - BOARD OF HEgLTH OTHER: SITE PLAN REVIEW APPROVAL d c WORK SHALL NOT PROCEED UNTIL I 41ERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. D 3SS7� 1 date ISSUE 14' . 12'-5' (2)8'x12'BUTTED STRINGERS(R dt L) 10-0' 10'-0'TO 13'-0' (2)6'xl2•BUTTED STRINGERS(R L) 8"x10'GUIDE RALL, /1 KDAT 8"AT POST, 2'CHAMFER I 5._O. I 2'xl2'NEAR DECK, 11 KDAT 2'CHAMFER #1 KDAT 8"x10" TOP RAIL, 4'x12'DECKING REVISION (j1 KDAT B'x10• BOT. RAIL 8'x10'POST, /I KDAT no. date /1 KDAT B"xIT CURB&BLOCK, /1 KDAT (10)6•x1Y LAPPED STRINGERS(OUTER 0 0 o o 0 0 0 0 0 0 4 STRINGERS R B L ARE NOT INCLUDED) 00 o° o0 00 00 ,I 2'-10' J1/4'RdtL —7 1/4"TYP. , 0 0 0 0 0 0 0 0 °c ; 8"OT POST BLOCK, +1 KDAT �t 12'02" PILE CAP 8'z12' STRINGER OUTSIDE 3/8"x8 r 14' 12'xl2'xl4'PILE CAP " LAGS(PATTERN TO BE —2'-8' •-2'-6'- 6'_Y 01 GRADE 4"xl2" DECKING 2-1=-2-1-2-1-2-1-2-1-2-1-2 PERIDECK BOARD, 13 TOTAL) STRINGERS 12 BUTT HUNG(080 CCA) \��8%10' CURB BLOCK BEYOND 4"x12' DECKING !�� 3/4'0 x 18' LAC (SEE NOTE No. 11) t 3'x8•X-BRACING BOLT COUNTERSUNK (5) ABUTMENT 12' BUTT PILING DRIVEN TO TO DEPTH OF HEAD HEADWALL ALL HOO RIZONTALS o 0 RESISTENCE IN 10'DEPTH ATTACHED TO PILING STRINGERS W/40d NAILS Wxl2" STRINGER 12*x12' PILE CAP, GEOlEX11LE FABRIC LINER Al GRADE • 6'-O' C N BUTTPL3'8 X-BRACING 12" DIA. PILING I apq SECTION B-B 6'IW o 3"x8•CROSS-BRACING ° ° 0 4 3/4•� TIMBE �4R 3•xa'CROSS-BRACING W BOLT W/FLAT WASHER Lcj at HEX NUT, TYP. PILE SUPPORT SECTION A-A CHANNEL BOTTOM D.O.T. GUARDRAIL 14 Yxl2'CAP FOR VANGWALLS Z 3/4•a HOLE, TYP. °° D 0 0 J 2 F2 6•x12•LAPPED STRINGERS U _I o o I 3%12" WINGWALL HORIZONTALS 8•x1Y BUTTED STRINGERS g} 0 0 4'x12' HEAOWAU.HORIZONTALS 8'xl2•BUTTED STRINGERS � F- 10' DIA. BUTT!'IUNG 0 O _j I' J Q Lf--24• I I-9�'—I a:8x'x10"x24'x D.O.T. CURB BLOCK DETAIL ABUTMENT HEADWALL SIDE VIEW-.0 8'x1o'CURB,#t KDAT W 3/4••TIMBER BOLT Do /♦ W 1. ALL TIMBER, FASTENERS, AND CONSTRUCTION SHALL BE MARINE GRADE. A o o A v 2. PILINGS SHALL BE S.Y.P., CONFORMING TO ASTM D-25 TREATED TO A MINIMUM .80 CCA POUND PER CUBIC FOOT NET RETENTION OF CCA, AWPA STANDARDS. P\•(H OF M 5o5sBAecocxLsi.N.Ew 3. FRAMING LUMBER AND TIMBERS SUCH AS BENTS, STRINGERS, NAILERS, BRACING, ��v 9� °° PALM BAY,FL 32905 AND BLOCKING SHALL BE SOUTHERN YELLOW PINE, NO. 2 GRADE OR BETTER, _ I(EVIN M. S Phone:(866)727-7100 8'x10'z24'CURB BLOCK, Fax:(321)72&7100 TREATED TO A MINIMUM .60 POUNDS PER CUBIC FOOT NET RETENTION OF CCA, p G E1 KDAT SPACED ON web:www.dfi-gcwm AWPA STANDARDS. DECKING SHALL BE SOUTHERN YELLOW PINE, NO. 2 GRADE FINN m W-W CENTERS OR BETTER, TREATED TO A MINIMUM .60 POUNDS PER CUBIC FOOT NET RETENTION 2 CIVIL -i OF CCA, AWPA STANDARDS. O NO.39636 y-4 4'x12'STRUCTURAL DECKING scale: es shown 4. UNLESS OTHERWISE SPECIFIED, ALL BOLTS, SCREWS, AND NAILS SHALL BE CARBON V drawn: C.THOMAS STEEL, HOT DIPPED GALVANIZING, CONFORMING TO FEDERAL SPECIFICATION FF-8-575 C. .0 9F Ap (5)4'x12'xt6'HORIZONTALSFm checked: D.HUGHES 5. WASHERS SHALL BE CARBON STEEL, HOT DIPPED GALVANIZED, CONFORMING TO �O,e G� 7EP\\i�' e roved: D.tiUGHFS FEDERAL SPECIFICATION FF-W-92B, TYPE L, GRADE 1, CLASS A. FS LENG C B / dace: 04.06-07 6. NUTS SHALL BE CARBON STEEL, HOT DIPPED GALVANIZED, CONFORMING TO y� obno.: 92907 40d Nags IN CORNER 45 FEDERAL SPECIFICATION FF—N-836 A (1). J 3•xt2' CAP - BRIDGE 7. DECKING AND EXPOSED CORNERS SHALL BE BEVELED/ROUTERED AND SANDED TO REMOVE SPLINTERS AND SHARP EDGES. 'b rPILE,TYP. PLANS 8. SPLICES OF STRUCTURAL MEMBERS MAY BE MADE OVER SUPPORTS; SPLICES (5) Yxl2'xlW HORIZONTALS BETWEEN SUPPORTS PROHIBITED UNLESS OTHERWISE APPROVED BY THE ENGINEER. SHEET NO. USE ONLY LONGEST LENGTHS OF MATERIALS AND.JOIN ONLY WHERE SOLID FASTENING CAN BE MADE. t0'-D' A 9. , . 10. NO SPLICES SHALL BE ALLOWED FOR BRIDGE DECKING. BRIDGE AND ABUTMENT PLAN VIEW 1 11. 4"x12' DECKING SHALL BE BUTTED TIGHTLY BOARD TO BOARD TO ALLOW FOR BOARD SHRINKAGE AFTER DECK CONSTRUCTION. OF I v Z � O� C8 FND 19 OFF CB �, , 9 CB AC. (►• 0 .o S # 19.7 STK. SET _ J t7fV \ / AGNES V• HALL TR. CTF.46036 -off LC 31743 CB FND ' 4 CB. FND . . �60 P° �1► 9g 03 05 o Ay 1�6• y3 � .N�, ��, SRO: . . o �h3 6.�'t F�m�'o SF�i�s T 01 CB. FND ' ; �� 9�\0 �eqc •OD WET � \ UP 2\ tiF\ S 18 o TOT=1.90 AC. w WET= .66 AC. GA' UP. =1.24 AC. . 17 HIT S # 18.9 CB FND TOT=1.48 AC. OFF ��` WE.T= .42 AC. N UP = 1.06 A.C. to S #- 16.2 C M CIA _ ` � EDGE Z i O W 13.00 6 O O S . LA�'�, in I 2 194.00 GCB FND Z 382.6 o• — MHW 200± 17g 52 IP FND OFF 0�ro + 90 N80 33'29"E 6'm N CENTERVILLE RIVER (-TIDAL) EBB FLOW CLANE -_ — OWNERS OF LOTS 16-21 AS Sh ON THIS PLAN SHALL BE RESF FOR MAINTENANCE, --�- -= - — - OF SHIPS EAGLE LANE�UNLES; ED TO TOWN OF BARNSTABLE p STANDARDS, HIS ACTUAL SURVEY UND IN ACCORDANCE INSTRUCTIONS OF 1971 .BER 17, 1987 AND MAY _D 0 SURVEYOR Gj is. �A 610 BARNSTABLE PLANNING BOARD APPROVED IN ACCORDANCE `:',ITH ` PLAN OF LAND THE SUBDIVISION CONTROL LAWS, IN - DATE APPROVED: 17 f � �-�' )F APPROVAL B ARNS -TABLE B (OSTERVI LLE) N RNSTABLE DATE SIGNED: OC l7, lQp�_N RECEIVED OFFICE, AND NO BEING A SUBDIVISION OF THE TWENTY CH RECEIPT AND l LOTS 9, IO $ II L.C. 267006 SCALE: 1"=60' M) BAXTER a NYE, INC. 0O q�-� REGISTERED LAND SURVEYORS ------------ a N CLERK CIVIL ENGINEERS OSTERVILLE, MASS. , • OWNER'S: WILLIAM L. 8 HELEN P. BROWN CERT. # 91370, 71649 . o ALL COMPONENTS -LOCATED 1N POTENTIAL Y. 3g. SHEET 1 OF 2 �J 5� VEHICLE TRAFFIC AREAS ALL PIPES TO BE 4 P.V.C. SCHEDULE 40. ,c 5s �• SHALL BE H .20 LOAD CAPACITY. F.F. ELEV. - 4 6.00 - TEST I'IT 3 44 COVERS LOCATED TO -WIT-Hi N� i x . $124 _ 41.0 12 OF F.G. f.G. N INV. 37.5 = - I 1 BASEMENT FLOOR a 4 :LOCUS J��. �` 0 ELEV. .- 20.00 _ .al ,. � x3 / ELEV. 37.00 3 l FOAMY - VENT SHIPW 2 EAtT.i�t�i Lfi E G U- F.G:=3 5.0 p � � ,, $ F.c.= 35.pB INV. 36.6 2000IGAL. NEAS? �•IP -COMPARTMENT C.B. .HAY H-20 SEPTIC TANK iNV, = 36.8 _ •� . \ 1 2.5 _ ' = INV. =32.4 777 ,� TOP 33.0 DIST. INv.,_ - i PIPE Box -32.6 p �� ®® © �® ®® O ®® 3 38 .g -LOCUS _ 1rf�T ly EL = .32.17 -48 i ' " Imo®®®� ®®®®® SCALE 1 • 25,000 �� �� �® ��® ®� PERK TEST /'`/ 3 � _ _. �/ go®� ®u ®®®®� G ASSESSORS ,ii � SET -D. BOX IN HEAVY DllTY 1v1ANH0LE ,..-- - - M_: ._3O.17 3 MAP 165BASE. SET ON 6 - CRUSHED .`STONE . ----- --��.--.-'"- N CHAMBERS LEACHING C PARCELS 94 & 95 �� ACME PRECAST C.B. FND. MEDIUM /� . Zt11`tE SAND > -DB3 -OR E-GUAL 0 C2 ✓/ P 0 RESIDENCE F 1 G, -fl -o _ N 0 SCALE 2 -MINIMUMS ' - �- --- _ t - AREA _43,560 S.F. _ �,, 10 ELEV. 10.00 BOTTOM OF TEST HOLE o� ,r g ' FRONTAGE - 20 _ � � ,� � ,� :..�_,. .--' 33 , WIDTH = 125' •o'` 03 'r3. x z o / Q - FRONT SETBACK :- 30 N0 WATER --! LOT .19 EL- _1.9 OBSERVED _ WATER OBSER s SIDE-:.SET-BACKS 1 5 W1WAM .L ..BROWN 2 __ 1 P REAR SETBACK - 15 :CTF. 111474 BUILDING HEIGHT - 30 ;iroL.C.C. 26700D x c� ti - LOT 2� N WILLIAM L. R �-1 B 0WN CidllL� 0 i,��t� •p �t: ��i CHAMBER CTF.' 111474 0 shapo #16.51 O E / L.C.C. 26700E .91,$9 s . Ft. ! . ES o / g ALL PIPES TO BE SCHEDULE 40 PVC. g9 r ,/�• ,� � USE 2 4 DISTRIBUTION LINES O �Q 1 E 1 fg _ / , IN 8 500 GAL PRECAST LEACHING CHAMBERS C.B. FND. 76 48 4 / : �'>� 2 /' S • :SET IN A 36 _X 28 WASHED STONE FIELD _ A J 'Off 92AS-SHOWN x 550 G.P.D./.74 + 50% = 1115 S.F. OF LEACHING AREA REQUIRED f / \ P8124 3 36+36f28+28 :X 2 = 256 S.F. SIDEWALL .AREA # } F ( ) ,� , _ 1 > 28 X 36 10a8 S.F. BOTTOM AREA � � 0 ELEV. = 27.50 ' 1,264 S.F. TOTAL PROVIDED 1 INCH IN 2 MINUTES OR -LASS. I r � � ' 1 1 1 �a� I 3 4$ 4 2.5 MEDIUM - C2 DESIGN DATA ! SAND - SINGLE FAMIL-Y- 5 BE-DR-GOMS :WITH GARBAGE GRINDER DAILY FLOW 5 = .110 X 550 G.P.D. 32 r I , ,� J is SEPTIC .TANK = .55- X 200% _1 1,00 G.P.D. /! 12 ELEV. 32 Q I pN - 15.5 2 1 � USE 2000 GAL. 2 COMPARTMENT SEPTIC TANK / / 3 # I �G - - , ` f` r' 9 I I iv a, R�5© g NO WATER - ! f �,.r ,,,''� ' � � mod, I ft •Q �O`� 3.5' 8.5' 2' { hrti I I F 28 F I 1 d a 14 4 2 I 8.50 FINISHED GRADE 3.5 8.50 3.5 rs f a 4° rf �A O► 1. y / 17 k PEASTONEs f Q -_ a°q n44aq 00 � q °qdo 5 4 °a ® O 444 4° A Q44 �®s � A aq°° asa q aa 4Cq4a � s -p a a 6a q °qa° 4°a q`< t \ 2 3 4 TO 1 1 q / / A a f J 3 i a oo WASHED STONE qa a a aq as aq a 00 �► -'� END SECTION a a .a 1O c3 ° - {z.. aq °aq ° a ° �= x55 '�QNNO SCALE WASHED STONE T i i k�. E � o Rg't pR G N VENTI f � --^`r F . i VE C.B.CB FND. - j fir I Wes" .-4 \ � �'6 h 1 r r.. '' f � t , PLAN VIEW II , >~ SCALE: 1 20 / 3 _ 0 -' .._..... ! a t VG p, 0 �\MIS �' 36 o -.-- Z�; � f t f AGNES V. HALL TR. ' f / , x ,A� o� A / / .. � �'"__ 7 _ / � f � coo �- ., `. � �;--'' -' ,,•' �'"� .- ;,f -.' •� CTF. 46036 -TokAs Ake L.C. 31743 ,{ f oY. 44 t ------------ f -- - ' � x E t � � � ' - �< `--'".. -.`'"` ----" --'"`"`.----'""` yam"` •� --~ vehl00l A OG 10 f p>G '' � � AGNES V HALL TR CTF. 46036 dune G. ah, : . L.C. 31743 Nt`I : _ 6 N LDr- // w .T _. 4 73,184 sq.ft.= 1.68 cc. upland 22,263 s .Tt. dune re istered C.B. FND. 8,040 :s .ft. wetland rc istered . 3 2,473 a .ft:wetland unregistered 2.44 �+ -t� es totcc , 9 o (1) REMOVE UNSWiABLE SOILS BENEATH-fROPOSEf3 -SYSTEivt,--B-ACKFIti WITH CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS FOLLOWS: NOT Oi'r MORE THAN 15% RETAINED ON No. 4_SIEVE, NOT MORE THAN 90% RETAINED - N� ON No. 50 SIEVE, OF FRACTION PASSING No. 4, 10% OR LESS TO PASS No. f _100-SIEVE'AND-57. DR LESS'TO-PASS No. 200 SIEVE, SOIL--TO BE APPROVED G� MARSH BY ENGINEER FOR COMPLIANCE PRIOR TO PLACING ON SITE. II, 2 LOCATION OF UTILITIES NOT SHOWN ON THIS PLAN AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS PROJECT CONTRACTOR SHALL MAKE THE REQUIRED = - _ NOTIFICATION .:TO .DIG .SAFE_(.1...SOQ_322-.4844).1�ND. APP.ROPRIAIE _-- - '�• WATER DISTRICT TO DETERMINE UTILITY LOCATIONS. p i _IItOT83 L" SITE -PLAN -OF LAND 10 FOR ALL ASPECTS OF THE SEPTIC SYSTEM THE CONTRACTOR g SHALLM �.� COMPLY WITH ALL GOVERNING CODES AND REGULATIONS. IN IN PARTICULAR 310CMR 15.-0IIO Tk#E STATE-ENVIRONMENTAL -CODE TITLE 5 fill r -�. OSTERVILL� . { THE TOWN OF BARNSTABLE BOARD OF HEALTH REGt1tAT1ONS P-ART VI11: - - - ON-SITE SEWAGE DISPOSAL REGULATIONS AND THE BOARD OF HEALTH p� j RECOMMENDATIONS FOR ACCEPTED PRACTICE. �' � � ..BARNS TABMASS.TWO COMPARTMENT SEPTIC TANK REQUIRES 2._WEEKS OEOF-LEADAD TIMEE i TO ORDER FROM SUPPLIER. ��`• FOR 3 ' I THE SEPTIC TANKS'FIRST COMPARTMENT SHALL BE SIZED FOR 11 A Q 00 GALLONS MIN. g THE SECOND -COMPARTMENT SHALL-BE SIZED fOR 550 -GALLONS 1vIIN. 'ALL IN ACCORDANCE WITH 310CMR 15.224"MULTIPLE COMPARTMENT TANKS. r �- PMUND F. 8c DEBORAH M. RELLY TWO TANKS IN SERIES MAY BE SUBSTITUT ED SUCH THAT THE FIRST TANK IS 1500 GALLONS & THE SECOND TANK IS 1000_GALLONS AS PER 15:225. SCALE: AS NOTED DATE: FEB:' 20 ,1997 NOTE: 3.4 REV. MARCH 25,1997 REV. APRIL 3,1997 THE PROPOSED SEPTIC SYSTEM IS MORE THAN 300' FROM A WATERCOURSE. THEREFORE, THE 250 RULE DOES NOT APPLY. ��. i,� CF BAXTE-R & NYE INC - - 3 , ELEVATIONS ARE BASED ON N:G.V.D. 0.00' 10O YEAR:.-FLOOD - 12 V. .0 EL ,. E ?. 19 -� e'>r'�?'I� - REGISTERED LAND SURVEYORS PLANSc k_ CIVIL ENGINEERS .� STERVILLO, MASS, A. -CI� SCALE 1" = 20' CERTIFY THAT THE FOUNDATION SHOWN HERON COMPLYS WITH THE SIDELINE h WILI:IAM � GRAPHIC SCALE �• Jr - 40 - _ d --AND SETBACK REQUIREMENTS -OF THE 'TDWN'DF- 0 C. <. N Y E BARNSTA$LE AND I NOT LOCAT Wi ED THHV .THE rva.19334 0 F 0 P L OD LAIN. .k, DATE: -1 L.S. s��• { #96103 �► a>s 2r• x' �'S BONE. l,( £ `a \\ c 1 f1 8 Q RF_1 ASSESSORS REF.: ' , i �' f � p ��y � . 1 p "Y°. j 4•wt- \ is .0 i <,-. } : `. T. Area (min.) 87 120 SF (RPOD) Map 164a\: r Z � •�f � �Jc��\ 1 \ , k ' , Parcels 003 k. Frontage (mIn) 25 c , I . � \\ '" iKa' ; ';; ` , Ed a of Pave Width min 125' `�` a\�` ` t� , �i ° ��� �.�\ V Setbacks:(min) REFERENCES: 1. �� I ; (1919 State Highway Layout) M:� as� . : z �\ �% �� �:. �s. . Front 30 LCC 31743E a � �`�.Side 15' CTF 179014 .�1� \ `, �`�11 � , �� �'Main (aka South County Road) Street Rear 15' i , , ' , \ \,,,,` aL. �F „�.�,Gutter.line................... .... k °� oy # 11� _ . ---s OVERLAY DISTRICT: I - ° 4�� ' '��;° ,, a ',' j���� E N 8716 20 --- rqh..... ... . ... / -- ,, \t ; - '`r `'w,.. �'_` vk 7 \ �---_ °h 38' st ne w°u �44 AP - A Ifer rotectlon Dlstrlct 174. �. . ---eh Ed a of P 0.64 -'/38 \\ , "" ;:' faa al'�p „ 38 1 yz 113.74 _. FLOOD NE 11 Q < �<` 3 o, 4 s ". ;: Mc �< Zon e B & C • 'fin C unl anel No. 2 Z - -- -- P_._ - omm t I' ----- __ --' # I "3 Frontynrd. ; 1. 3. : _ J , 1992 _ Y .-........� R.. S Ul / 4 S ,. 7 , I .. 2 i�..- LOCATION MAP: d !� d m .. s>>' Scale: 1'=2,000±' ,._ :• ....... : ... . , 1I _ Lawn. ; o \ / I� .. . I �h` wC- - • —. \ I �- -- -- '` ' QJ _!'. C I : 50'/ \ - NE B Q is \ FEMA Z • I - Ig , ► e/ i 29 2� \ \ \ 8 92' er ' .� \ Lawn ° I C� / 30 ` \\ \ . q \ % I I j 3 C�j� ��. 3 227 \\ \\ i :i a �. 0 Y to �` `6� 19� \ I o / zs �...... , \ .. . , f ;,� gy�pp' \ i Is N 132 25- \ � / —p lfI �, , / \ \ 20� O ^` �. II o \ i ' FEMA Zone Lines -- y N Q) 1 I m / \ 23 22 21 ;s Shown on FIRM 17 1 f p. I : / 24�• — —D>---[y- • _ _pi Panel # 250001 0016 D 1. I rev July 2, 1992 b 1-1 \ �} \ II ' \ /33 �\ \I �I o v I I � 1 ,. I \LGh it L.p �. \ 15� 11 \ t (VA Ii Q 1 % i \ 34 1 I �� v ' vv, : 14D 1 I , i Wetland Resource Line �\ 1' °i \ \ 3s as Flogged by ENSR 11 . \ 03/2006 \ Lawn 1 I' \\ \ 13 . IjQ '` \ \•\\36 \ \ i 37 II i ` . n , ; o d \\ 39 _ • O O \ : 4 , 1 h m: 1 .' \ ` �: .} , , , , , I, , . . I, I �\ \ \ I , _. ..__ _.... _._.. , \ \ l I \ \ \ \\ \ \4V" `1 } \ \ ......,. ,.... - .. i : : z ; I' 1. ` O Lawn i \ \ \ `•. PROPOSED' �- "` :':^ - yy' Old Cranberry Bog / i } b „ \\ 42 t?1 1 C8 DH • I ; \ I WORK LIMIT `\ 11 Fnd ... t' .. .. '11- �` \ `1c 1\ `' % \ \ 1 0 \ 11 : , \ __. -.. ..-- .,... _.. 143 \ : A -_ 0 t , ..... ..... .. .- \ \ FEMA Zone Lines \\ m o ® PROPOSED As Shown on FIRM n \' :�,`x b \ PARK Panel # 250001 0016 D o �`. o ' STRUCTURE ; �� rev July 2, 1992 o� � w � • 44 co z -j \ �` O 0: \ 72. 3 ���-oi :1 ' < : \" ,\`9-�' , >R 0, � I 11\ O _ O ? r 1 ; -"' - ' Z (n .... 1 45 \\ \ ONQ 111 N ... `. 3 _ , 46 ., . .. . .. � I 1. . --��: _,,--'� '�U'-...-�V ' ... : /; -"'- ., � A� \ / � ..I I ' -��"" � I �\ i�' .1, 1\ ��\ ,'t- .� .: �.- -1 .... �/ ..I ..'�- �)----- - ...........- I.- �b. \ /, / „.. v I ,\ . . .1 � .' . �-- I , \ - --.1 .1- :.- j 7 lP i \ + / Z \ i, -' ;\\ sti �G . 0 // .J� 0. cr 'c /' ,h Q: \ V \\ '\�i --\ f J \\ 49 /// \�. I. �. //� \ ' ° \� �a/'Z h� i : \ _\ 1/4' ` cI � O a [> \ , 11, ---� t t t \ l `` / y - 5�'L ` , ` ` , �. \ N Q / �rL 1 , • : , , \ G�C7 ? 1 ® �/ I -, / -1.'. -' � 52 i'� \ ; i i 53 /33/ . Q w `6 /. ---1 1. ", '. ... z , \. ` , \t ` ....- . . \\ ? \ � `'�... �' 56 Boq Outlet 2, ' / \ o % \ \ trot \ t ,i . , : ' t . . \ \ � o �l \\ 57 / , A•. _ \' . \ } : c O . 1 \ ° �� . . . .. . , o \\ / - 2 M _ • Q,.. \\ 0 •�� s o % Ao l��off\ �'O vl� O,oOS�D f J \ . \ ® i/T 5�0 °— i Obi cQ��� 0 i/ \ y o O S O O O :. \ PROP E� ° Apo p� P ' ;' Fnd \ \ > 2 O / . \ b x. \ ' O 0 Canc // \r' \ \ s� � - O ra pao Qcj / :. \\ \ \ tee. F`of .�:.: OQ 0�:Q i/ / t� � \\ . SC' �G'SRO ✓ hj 0 rN i`,� `Lawn i \ @` ' \ O0 iI .i 1 / z- 0 - .. � /; :� .. - . I . . \ tl\ �, C \ (��S� : . % , : / / , / G : \ \ ui \ O�¢r 3 \ \ \ ?// i _ . /' -// / • ' \ .......... / Vr 0 w M i X \ % " I . ' ' , , I I 1 7 I - . � z /...' : � / . � . : 11 I ; 3? \ Gto �� 11 � . . , / �' '. ,.� '$ , "/ - / I . ; I F�9e .' / , -� � I : : \ \\ % i / of _ i x / y c� S'�� t� / r z / \ /. A � /. /;' N � \ /• 1. 1 � z : /1, . I " / : .. . ,. -..' � �' k I I �57, [3 C� / i' (� n V W r V Sao .--: / //' 6'- S� i �I ? S i 1 C1 ya ri i.� c \\ R/pG,' /,� Fndr // �� i/ �[�n2 a IM 3 I I � \ r, .: � ..... .... ..... . (1>e, //// �od\e / N p - \ / F / °^ tr` M ' _ r o T •\ �' col/• V. ,' Sr\Ps 1 J 9 �, I lit n \ /✓ —/'.;. F I& T'- p i \ "1 ! ® 'N 3 `r`���' ' \ , �' IN f. "O i � , ;; - + ,- 0611, '��- & -1, I \\ ".1 11 .�;',-�- ' 'v W TJ Tj to r- A -P o ...- /11 ;'. "' w //e a' // �. _.... � " t o I7 - / � / , FEMA Zone Lines ; iBM Top CB / /ter ;>'�. /�' , // \,. LT � r 1 As Shown on FIRM O ;EI 18.3' NG1 ��� .: ' // I - � t) I o c - Panel # 250001 0016 D / ' ., e/Dry � ........... ........... E a y ® , 13 rev July 2, 1992 / �, _...y In 2 : / q�'ti 6w { / � v E -'1\ ' � '�� , Legend: ,/ / .1 11 ". , ,' .- ..... .--.' ..�": I/ / {�� 0 � % G �I r��'',�/ r, � � Wetland Flag * � _ ' 3 X / ,'Q\g/' I I 19 Catch Basin / %/ RewaU �� ° '� s. swan t . > I i 0 CB/DH - Concrete Bound w/Drill Hole i T 0 / / I -1 / //' 1 R '--- i --a Guy .. r'� �P / '` �.' I -& Utility Pole NOES:, 1) T E IN TENT OF THIS PLAN IS FOR �� / stone walk I 1 y I i F- ' ' PERMITTING ONLY. IT SHOULD NOT BE / ❑ i N/F ❑ �' /� Deciduous Tree � T s USED FOR CONSTRUCTION. Edrrrund F & Deborah M Kelly L--_ i . 2) SEE LANDSCAPE PLAN BY OTHERS / ctf# 139372 IT I / #51 G,t FOR PROPOSED PLANTINGS. ,/ / 2 Sty w/f Coniferous Tree ®' 3) PROPOSED BRIDGE DESIGN BY OTHERS. I / Dwelling • Ir' '� 11 �.�. i NI) ohw Over Head Wire iz c Gas Line (as marked) IN �� Wood Deck , � � �J - ---;<' -- .... 1 Elevation Con tour 1. I Modify Patio / G ff AA Guard Raft REVISION: Per Landscape Plan Dated 02128107 03116107 ✓ I �'k J %�+�C L�i� TITLE: Site Plan PREPARED BY.• 'REPARED FOR: NOTES: 1.) The property line information shown was Proposed Improvements Sullivan Engineering, Inc. CapeSury compiled from available record information. U) PO Box 659 7 Parker Rood Edmund F & Deborah M Kelly 2.) The topographic information was obtained At Osterville, MA 02655 Osterville MA 02655 315 Wellesley Street from an on the ground survey performed on 3 i Main Street �) � I�� (508)428-3344 (508)428-3115 fox (508)420-399 4(508)42�3995 fax Weston MA 02193 or between 31/MAR/06 and 21/APR/06. ��lG l.J�.�• PSulIPEOaol.com ca esurvC�ca ecod.net 3.) The datum used is NGVD '29, a fixed mean `'L Barnstable (Osterville) Mass. sea level datum. Draft: JOD Field: WHK/JPM 30 0 15 30 60 120 "'L DATE: February 28, 2007 SCALE: 1 „ _ 30, Review: PS Comp/Draft: RRL Project # 21009 Project # C416.2 -_- � . _- In •� d►ets 77s: - 'L. � Y ' a .. ��J ^ a -'1,-..'���,�'! y�5 .. �rA� � �'`r tiJp► '�f�/ r�'S. ,• - - %. `yp.__. -.-r.'>r+•-k.. b. b t:'(�,1 P. � Fy �,�*a+� � 4 -t:l. }�v, ..,k',�,yaWT',.;.: 'd: ✓ ,,\,j'F' r.A.y04t.+�. tt 14� s��..,.. ..✓t:�3� T ["A 26 74 73,184 S.F. s 1.66 AC UPLANDVlLLE; - A 22,265 S.F. DUNE REgSTEREDc-=. 8,040 S.F. WETLAND REGISTERED Z473 S.F. WETLAND UNREGISTERED �4 2.44 ACRES TOTAL �}`'�' ,�, �'�', ?� sq,e fir. t .r �' ,✓''x' :. �' -a'ti��#�r� a Y,ir.t x�►� 7 'r ``��,.}.; #` d �y FI AccEn %EXM►o LOCUS MAP Scale: In _ 2000' N /F �• CHARLES F. DEBORAH J. EDGE OF BEACH GRASS 'ct DOE AL N/F - - FRANK P.L. & LYNNE S. MINARD 3sai� iw� RECORD M.H.W. LC.C. 28700D OBSERVED M.H.W. DATE: 5 1AM M.H.W. 9 28 93 5 W� s110 EXISTING PIER. RAMP A: FLOAT SE 3-2815 WATERWAYS LICENSE #5177 DEPARTMENT OF THE ARMY PERMIT CENAE-CO-R-199501423 Yr TIDAL RELATIONSHIP TO NGVD 1929 (SE 3-4352) BASED ON 19 YEAR SERIES OF TIDAL OBSERVATIONS ENDING 1978 BY "NOS" (FORMERLY USC do GS) OBSERVED LOW WATER 2.2' MEAN SPRING HIGH WATER x-3.0 1.8 MEAN HIGH WATER z ' -2.6 x-3.0 0.4' MEAN WATER LEVEL x-2.4 Q 0.0' NGVD 1929 x-3.3 x-3.2 x-3.2 x-26 -1.0' MEAN LOW WATER (EL. 0.0') _ x-3.2 x-3.4 x-3.1 x-2.7 -3.1 x-3.2 x x-2.9 x-3.7 x-3.6 x-3.6 x-3.8 -3.5 x-5.3 x-4.3 x-4.4 -3 8 REPLACE EXISTING 8'x16' FLOAT WITH 10'x20' FLOAT x-3.7 ' x-3.6 x-4.5 x-4.3 x-3.6 -4.0 ---- x-4.5 s --- =4.1� AMP FLOAT x-3.8 --d x-4.5 - .0 -4:4 -4.1 -4. -4.7 x-5.1 x--5.1 -4.7 x-5.1 x-5.2 -4.3 - ' x-5.1 -4.X x .2 x-5.2 -5.6 x ' -4.8 t��!R x-5.3 x-5.5 x-5.9 �p x-4.2 x-4.5 x RIVY � j � x-5.1 x-6.0 x-3.8 x-8.6 CELATER x- x-6.6 5.8 x-4.0 x-6.7 -o x-4.0 x-5.8 x-6.0 x-6.1 - x-9.0 �0 x-6.0 7� x-4.7 - _x-8.5 x-5.9 x-6.8 20� x-5.8 x-7.3 - - x-5.8 x-6.0 x-8.6 x-6.6 x-5.0 x-5.6 x-7.2 x-7.3` x-8.2 x-6.3 x-7.1 ALL PILINGS 12" x-5.1 x-6.6 MEAN HIGH WATER x-7.3 x-8.1 x-8.7 x-5.8 x-8.9x-8.7 POLYETHYLENE FLOAT- x-6.5 x-6.8 MEAN LOW WATER x-6.1 x-8.6 EL � 0.0' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 * * 0 060 x-8.7 4.r--BOTTOM x-7.0 x-8.8 x-7.7 x-8.7 x-8.6x-9.0 x-8.8 x-8.6 x-8.6 x-8.5 x-8.5 FLOAT DETAIL N.T.S. x-8.7 x-8.4 x-8.7 x-8.7 LOCATION x-8.5 x-5.0 51 SHIPS EAGLE LANE CHANNEL MARKER OSTERVILLE,`MA 02655 PREPARED FM x-4.7 EDMUND KELLY >� `�"°F�,,� c STWHEN x-8.8 c 1111E r� ° x-4.6 Wetlands Permit Plan • Larger Floats x-5.7 _ x-4.7 rs ` x-8.6x-8.5 x 8.1x-6.9 BAXTER NYE ENGINEERING & SURVEYING � ,� x-9.o x-7.9 0 Registered Professional x-8.9 Engineers and Land Surveyors O 78 North Street, 3rd Floor,Hyannis,MA 02601 N . 1 o Phone (508) 771-7502 Fax`-`(508) 771-7622 3 20 0 20 40 Qy � J SCALE IN FEET a SCALE. 1 - 20 DATE. O6 30-09 �0 a REV. DATE: REMARKS SE 3- cif 8 3 2 Order of Conditions Expires: 51� LEGEND w WPP n x -6.9 SOUNDING (MLW DATUM) O DRAWJG NUMBER BOATS CURRENTLY BERTH AT THIS DOCK; HINCKLEY PICNIC BOAT N LENGTH 37 BEAM 11 , DRAFT 2 -2 } ALUMINUM SKIFF N :LENGTH 12'. BEAM 5', DRAFT 16" 2009/2009-020/SURVEY/WORKSHEET/2009-020WPP-MLW V 2009-020 0 N O O O N O .-