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HomeMy WebLinkAbout0016 CODDINGTON ROAD ,. �, u :. � r. :. y _ .�.. ` .. H �� .i n ... o .,,, ;o Y :;. .1 � •u ff �I i .. c. L, 4 � o. + � � .. .. �� u .. .. i - � .. ,: .. �� .[' .. � .. J 4 - ...$ i k .: .. �. Town of Barnstable Building r�vsrAecc. Post This Card So That rt Is VISIb1e;From the Street Approved:Plans Must be Retained on Job and.this Card Must be Kept y ';,� Posted Until Final Inspection Has Been Made,., `s a ae i6 P �+m Where a Certlficateof Occupancy is Required,such Building shall Not=be`Occupled until a Final Inspection has been made - ei lg�l f Permit No. B-17-4236 Applicant Name: Elwell Perry Approvals Date Issued: 12/15/2017 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 06/15/2018 Foundation: Location: 16 CODDINGTON ROAD,CENTERVILLE Map/Lot 206-095 Zoning District: CBDCRNB Sheathing: Owner on Record: AGNOLI,DONALD G&MARGARET TRS Contractor Name-.,,,-,.Elwell H Perry,Jr. Framing: 1 Address: 32 WILD GROVE LANE Contractor License CS 104088 2 LONGMEADOW, MA 01106 •� u Est Project Cost: $10,935.00 Chimney: Description: Air Sealing. Weatherstrip 4 doors. Install 10"Cellulose to 960' Permit Fee: $105.77 Insulation: floored attic. Install 12 Cellulose to 192 floored attic Install 12 of R-38 fiberglass to 190'for damming. Installl2"Cellulose to 216' Fee Paid;' $105.77 open attic. Install 7" Cellulose to 288'open attic Install R 19 Date 12/15/2017 Final fiberglass and 2" rigid ins board to 62'kneewall slope dlnstal1,1�2' �^^ + Plumbing/Gas Cellulose to 54'kneewall floor. Install 2" rigid Ins board to attic hatch. Make 3 temporary accesses to attic. ,Install 2" raged ins ° Rough Plumbing: board to back of attic door. Make 2 temporary accessed to att cam' Building Official Install 3 exhaust hoses with roof mounted fla ers tobathroom Final Plumbing: pp , fans. Install 118 prop-r-vents. Install 2" rigid ins-to641" Rough Gas: common wall area. Install R-19 fiberglass to 2975,sills Final Gas: Project Review Req: Electrical This permit shall be deemed abandoned and invalid unless the work authorized by this"permit is commenced within sa'months after issuance. Service: it. All work authorized by this permit shall conform to the approved application ar 10 approvedyconstruct�on documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall Be incompliance with the local zoning by-laws and codes. Rough: This permit shall be displayed in a location clearly visible from access s66et orroad and shall be mairita ned open for%public inspection for the entire duration of the work until the completion of the same. Final: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Low Voltage Rough: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Low Voltage Final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Health 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation 7.Final Inspection before Occupancy Fire Department Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Town of Barnstable4 RE�cEiPT 8 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: TB-17-4236 Date Recieved: 12/6/2017 Job Location: 16 CODDINGTON ROAD,CENTERVILLE Permit For: Building-Insulation-Residential Contractor's Name: Elwell H Perry,Jr. State Lic. No: CS-104088 Address: Acushnet, MA 02743 Applicant Phone: (508) 992-5770 (Home)Owner's Name: AGNOLI, DONALD G & MARGARET Phone: (413)567-6483 TRS (Home)Owner's Address: 32 WILD GROVE LANE, LONGMEADOW,MA 01106 Work Description: Air Sealing. Weatherstrip 4 doors. Install 10" Cellulose to 960' floored attic. Install 12" Cellulose to 192' floored attic. Install 12" of R738 fiberglass to 190' for damming. Install 12" Cellulose to 216' open attic. Install 7" Cellulose to 288' open attic. Install R-19 fiberglass and,2" rigid ins board to 62' kneewall slope. Install 12" Cellulose to 54' kneewall floor..Install 2" rigid ins board to attic hatch. Make 3 temporary accesses to attic. Install 2" rigid ins board to back of attic door. Make 2 temporary accessed to attic. Install 3 exhaust hoses with roof mounted flappers to bathroom fans. Install 118 prop-r-vents. Install 2" rigid ins board to 641' common wall area. Install R-19 fiberglass to 297' sills. Total Value Of Work To Be Performed: $10,935.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor;subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect.to be excluded from coverage by filing a waiver with the appropriate District Office;and'that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is,the subject of this application or the authorized agent of the property owner and have been authorized to make this application. .1 understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative,of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Elwell Perry 12/6/2017 (508)992-5770 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $10,935.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $105.77 12/6/2017 $55.77 XXXX-XXXX-XXXX- Credit Card 4419 Total Permit Fee Paid: $105.77 i 12/6/2017 $50.00 XXXX-XXXX-XXXX- Credit Card 4419 �w 3 rJ THIS ISM °OT�A PERMIT' S �� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 06 Parcel -Application# Health Division Crrte�,-,,"\ao Conservation Division G Permit# Tax Collector E TIC' tST M MUST`E Date Issued aF f �ALLFC)IN CORNPLIAN1 E Treasurer ® yy����WffH TICLF 5 TAL �r�� F Application ee 60. 0"PR � Planning Dept. pp Y Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservations Project Street Address _ _I C.� - 0 u a gi,,,�� L0 AJ 204 d Village L�c i U c. I C� Owner . 00A) 0 f i' Address ?CO Telephone 50 8 7 7 S Permit Request I d 0 cL.IS LeA C k Square feet: 1st floor:existing proposed /YQ 2nd floor:existing proposed Total new Zoning District Flood Plain LiL S Groundwater Overlay Project Valuation G '�s v�Construction Type n ;P Lot Size /, S Grandfathered: ❑Yes D No If yes, attach supporting documentation. Dwelling Type: Single Family of Two Family ❑ Multi-Family(#units) j Age of Existing Structure /92% -1932- Historic House: ❑Yes INo On Old King's Highway: ❑Yes j �dNo Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other 0 74-1 7ki 6 -6 Wr Basement Finished Area(sq.ft.) Nv Basement Unfinished Area(sq.ft) 1 _� rill C) "s Number of Baths:-. Full:existing'- new Half:existing —' new"' _ Number of Bedrooms: existing /Y new -- C) _ Total Room Count(not including baths):existing g new First Floor Room Count Heat Type and Fuel: ®Gas ❑Oil ❑Electric ❑Other CentrAl Air: ❑Yes j No Fireplaces: Existing New Existing wood/coal stove: ❑Yes �No ®Detached garage: existing ❑new sized 6 Pool:0 existing ❑new size X Barn:0 existing ❑new size Attached garage:O existing ❑new size A/b Shed:0 existing ❑new size Other: `Zoning Board of Appeals Authorization ❑ Appeal# `-- Recorded O` Commercial ❑Yes iNo If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name- d q mE5 br/w474-q Telephone Number 5-08 -C/9 C Address 1 2. Cl i, t 4-mid? S6' License# ()3 4� vw�,�;��►(XI2� /n�L�S Home Improvement Contractor# 1 3 Z 9 54 Worker's Compensation# 4 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO � 4 &4S1 _ cF'r"��c' i5el SIGNATURE DATE t 31 2 c0(4 FOR OFFICIAL USE ONLY L r PERMIT NO. r DATE ISSUED' ` MAP/PARCEL NO. ' ADDRESS VILLAGE ' [ n ' OWNER r DATE OF INSPECTION: FOUNDATION r ; FRAME . `��sh/a 4 INSULATION ' FIREPLACE ELECTRICAL: ROUGH FINAL t PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING IF 2 DATE CLOSED OUT I - ASSOCIATION PLAN NO. f z�Ev Town of Barnstable Regulatory Services Thomas F.Geiler,Director �,� ��. ►`'� Building Division �araca Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www,town.barustable.ma.us s; 508.862-4038 Fax: 508-790'6230 Permit no. Date AFFIDAVIT HOME IWROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c.142A requires that the`reconstruction,alterations,renovation,repair,modernization,conversion, improvement,reinoval,demolition,or constructi n of an addition to any pre-existing owner-occupied • building containing at least one but notmore them four dwelling units or to structures which are ad j acent to along with other e done b registered contractors with certain exca tiaras, g such residence or building b y g3 � P . requirements. ork: Estimated Cost�3-5 dry Type.ofW Address of Work ( 0 v e(d t 0 A-, Owner's Name: 0 PU Ar 4 2q.—A-!G k y t' Date of Application: � 1. i I hereby certify that Registration is not required for the following reason(s): 0Work excluded by law OJob Under$1,000 []Building not owner-occupied []Owner pulling own permit Notice is hereby given that: _. OWNERS PULLING THEIR OWN PERMIT OR DEALING WIMUNREGISTERED CONTRACTORS FOR APPLICABLE HOME MROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDERPENALTIES OF PERJURY I hereby apply for a permit as a agent of the owner: Da Contractor Name Registration No. i OR Date is Name �pFIKE goy, w ' Town of Barnstable Regulatory Services MAM Thomas F.Geiler,Director Building Division �fD N1A'�a Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us 508-862-4038 Fax: 5087790-6230 Property Owner Must Complete and Sign This Section If Using A Builder ' as Owner of the subject property hereby authorize d A Ah c S r N M/.1 mil%' to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner Date —�)d iJ0 l Print Name Q:FORMS:OWNERPERMISSION =s `` BOARD OF BUILDING REGULATIONS w p « License:'C•ONSTRUCTION SURERVISOR v ' Number rCS, 039599 1 s w r} �xpUres Q2/2A/2006' °. Tr:no., 46563 I }g *qr � a Restricted00 1 JAMES W,DENMAN � pf/i T.>. 2 1 40 MAINS � .t SOUT ORO,aM/� 01772 Acting o_ mess ner t t y .. c � , ,, ,� x h,•- ,r yam, r. ��� y+ �,�a7�,TOOII7/rIZO�I7.LI/E2L[� O� CLGL(l�ruw{ t Board of'Buildmg Regulations and Standards. , t HOME IM�P�R�OVE MENT CONTRACTOR • pr." � a,�RegistraUcn��32956`` �. ,:..� �; :�4 � Expi 1/1/20' k IndividualMU { r JAMES W DENMANi�ir �` r JAMES DENMAN' � ' a 12 CLIFFORD �+> SbU'1'HBORQ"MA 01772 . Administrator t_: r Town of Barnstable • Department of Health,Safety,tY,and Environmental Services 03g6 �. Conservation Division 200 Main Street,Hyannis MA 02601 Office: 508-8624093 FAX: 508-778-2412 Robert W.Gatewood Conservation Administrator MINOR ACTIVITY REGISTRATION Property Owner Telephone number lf` JCS Mailing address Project location iviap arcel# )J tnJ�llC Project description The following minor activities will be reviewed,under Art.27,by Conservation staff instead of the Conservation Commission,as long as they are constructed at least 60'from a wetland resource area or top of a coastal bank. * Pathways 4'in width * Fencing that does not create a barrier to wildlife movement,6"above grade * Conversion of lawns to decks,sheds,or patios that are accessory to single family homes,as long as: -house existed prior to August 7,1996 -alteration within the buffer zone is less then 250 sq.feet. -sedimentation and erosion controls are used during construction * Stonewalls(this does not include stonewalls for retaining wall purposes,grading and/or fill) G �— Signs e 3 20 Date 3O Reviewed by Date _GIS an Attached(fee'charged for plan) QNVPFiles/Form/MinorAct fj WIDOW'S WALK BEAM TJ-BeanO6.20 Serial Number.7005 742 3 Pcs of 1 3/4" x 16" 1.9E Microllam® LVL User:1 1/27/2006 9:30:34 AM Pagel Engine version:6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0112 Roof Siope12112 20'6^ All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:8' Primary Load Group-Snow(psf):25.0 Live at 115%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 540.0 90.0 5'3"To 15'6" Adds To Widow's Walk SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.23" 4783/2433/0/7216 L1: Blocking 1 Ply 1 3/4"x 16"1.9E Microllam®LVL 2 Stud wall 3.50" 3.27" 4852/2444/0/7296 L1: Blocking 1 Ply 1 3/4"x 16"1.9E Microllam®LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -7231 -6658 18354 Passed(36%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 44253 44253 53672 Passed(82%) MID Span 1 under Snow loading Live Load Defl(in) 0.689 1.008 Passed(U351) MID Span 1 under Snow loading Total Load Defl(in) 0.990 1.344 Passed(U244) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U240,TL:U180). -Bracing(Lu):All compression edges(top and bottom)must be braced at 6'6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: it Coddington Road David McLean Centerville, MA Falmouth Lumber 670 Teaticket Highway _ East Falmouth,MA 02536 Phone:508-548-6868 Fax :508-548-0649 dmcl@aol.com Copyright b 2005 by Trus Joist, a Weyerhaeuser Business Microllam® is a,registered trademark of Trus Joist. LOCATI O N O F PROPERTY LAN Ems;=NWAY N o-r BE cu Rn.-rE STANDARD LEGEND NOTE:not all symbols will appear on a map GOLF COURSE FAIRWAY ------------ �'�"���"•"'• EDGE OF DECIDUOUS TREES — — — — — — ------------ \ / EDGE OF BRUSH / ORCHARD OR NURSERY J ------ _ — — — — , ;, EDGE OF CONIFEROUS TREES MARSH AREA ....................... ._.__. EDGE OF WATER DIRT ROAD \i MAP: 206 :.: DRIVEWAY ;'...._.,._..\ �—PARKING LOT PAVED ROAD v DRAINAGE DITCH PATH/TRAIL I PARCEL LINE _ MAP 326 E MAP# 02 PARCEL NUMBER #367 E HOUSE NUMBER ............................... 2 FOOT CONTOUR LINE .... - - 10 FOOT CONTOUR LINE t Elevation based on NGVD29 t ; 4.9 SPOT ELEVATION STONE WALL FENCE O FP , RETAINING WALL —r—+— RAIL ROAD TRACK /. / 1 _ .......... _..... STONE JETTY i POOLSWIMMING POOL PORCH/DECK 0 BUILDING/STRUCTURE '� DOCK/PIER HYDRANT / e VALVE OO MANHOLE 0 POST 0 FLAG POLE T O W N O F B A R N S T A B L E G E O G R A P H 1 C 1 N. F O R M A T 1 O N S Y S T E M S U N 1 T .o- SIGN ® STORM DRAIN M PRINTED SCALE:IN FEET *NOTE:This map is an enlargement of a **NOTE:The parcel lines are only graphic representations DATA SOURCES: Planimetrics(man-made features)were interpreted from 1995 aerial photographs by The James 1"=100'scale map and may NOT meet of property boundaries.They are not true locations,and W.Sewall Company.Topography and vegetation were interpreted from 1989 aerial photographs by GEOD �. UTILITY POLE ❑ TOWER 20 40 National Map Accuracy Standards at this do not represent actual relationships to physical objects Corporation. Planimetrics,topography,and vegetation were mapped to meet National Map Accuracy Standards t INCH=40 FEET* enlarged scale. on the map. at a scale of 1"=100'. Parcel lines were digitized from FY2004 Town of Barnstable Assessors tax maps. -0 LIGHT POLE O ELECTRIC BOX P,�FTHEToy�o The Town of Barnstable SARNSTABLE. Department of Health Safety and Environmental Services MASS. �► pTFD MAC► Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038— _ Fax: 508-790-6230 d PLAN REVIEW Owner: ch f'\ i Map/Parcel: 0 Project Address: L -+Cxyl RJ Builder: _- I JQYI YY\0.h The following items were noted on reviewing: C PQv\ n / f r 1 - r Reviewed by: 0 Date• q:building:forms:review -7-0 AI Z vs- bevi i � { his=i•��-}�� '���.�::_ f :E•" d x+ t _ w. i t Al 2W2 At Ix, gc lay l� ^Azle) OUT ! - /` 44 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application# Health Division W Conservation Division S. Permit# 7 V� Tax Collector ., , ® ' Date Issued ��� � ,Al f00 Treasurer �� „'� -A 3 Application Fee Planning Dept. Permit Fee 9 . Date Definitive Plan Approved by Planning Board EXISTING SEPTIC SYSTEM LIMITED TO e� #OF SEDR Historic-OKH " Preservation/Hyannis Project Street Address 14, Village #?'/ZL 8 Owner /iIA P1)A,,4 6,6 �3�l� Address Telephone Permit Request A"D MAIL" X/ r�- kUA-Z*I A.-� 'bOc 4''` /AJ CeiVVT-&s j Lie r- /A,1 CC,k/rol•- (.,P4e a Rl V Z k Square feet: 1 st floor:existing proposed 2nd floor:existing proposed _- Tbit-new Zoning District Flood Plain Groundwater Overlay Project Valuation c ®O6 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentfion. 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 Number 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 Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded Commercial ❑Yes ❑No If yes, site plan review# Current Use - Proposed Use` BUILDER INFORMATION -7`7 V :Z 4 10 rf Name Q llVim sr��i Telephone Number -0 `7S �� Address rS-LAlr& A.b 10057' y/0 1—M OL License# OD/S-2;-3 / Home Improvement Contractor# ! �9 Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO V/),h m 6-L1TA SIG NATU DATE I FOR OFFICIAL USE ONLY PERMIT NO. DATE JSSUED MA-W PARCEL NO Y w. C- _ ADDRESS VILLAGE OWNER DATE OF INSPECTION: 1 • FOUNDATION FRAME INSULATION FIREPLACEITI r ELECTRICAL: . -ROUGH '' FINAL F Q PLUMBING: ROUGH . FINAL GAS: ROUGH i'r FINAL t t;, FINAL BUILDING �.�l 1�"= f- 03 m DATE CLOSED OUT t ASSOCIATION PLAN NO. r. Board of BbtldinSO g Regulatlg s• `� . i HOME IM ,MOVEMENT CI �ACfiOR/84 • � - -� Fte _,- marts .�y•. Lia f g A tHU Fs;! STO`a s. THUR.8 AAB• Dt LAKE'Rb:WES c�+ • r �l 1Y.RM'QUJTH;MA 02673 . >Adm�nistr `71. P . BOARD OF BUILDING REGl LA7-($NS } Uionse:, ONSTRUCTION SUP VIISOR, Numbe1 O 001553 .. Tr.:no: 11659" ARI H; I S RAC. ' W Y, OUTH, MA fi7,y6 'eimmdssione ?.I Town of Barnstable , Conservation Commission 200 Main Street Hyannis Massachusetts 02601 Office: 508-8624093 E-mail: conservation a4own.bamstable.ma.us FAX: 508-778-2412 * •ARNSfABLE, « y alas. Pier Maintenance Form for Marine Contractors Requirements for Pier Maintenance for Permitted Permanent Piers As a marine contractor doing business within the Town of Barnstable, you are expected to comply with the following requirements for maintenance of docks or piers and their associated structures.Please complete and return to the Conservation office prior to work. When considering maintenance work: C Applicant(File)Name: lq 1 ❑ What is the permit number? SE3- LI 3 3` Customer Name: ❑ Venfj that a Certificate of Compliance was issued for the structure. If no Certificate exists;no maintenance'may be performed. ❑ Review the approved pier plan.To be sure,back-check with the approved plan date in the Order of Conditions. Notify Conservation Division staff of any deviations between the approved plan and the existing structure. If the above conditions are satisfied,move on to... ❑ Notify Natural Resources Division of your intent to perform maintenance and give them an accurate start-up date. ❑ Provide the Conservation givision with an accurate start-up date for your maintenance work. Date: 110 ❑ Comply with all conditions in the Order of Conditions and Certificate of Compliance. ET Comply with the approved plan. Remember: Where as-built pier footprints are in -02/27/2006 10:07 413-787-2169 AGNOLI SIGN -' .PAGE, 02 0.2/22/2066 01:06 5007713116 MARINETECH INC. PAGE 02 ' Town of Barnstable a Re ate Services ' P BnildiAg DIVId A;. Tom Pwrgo Dvadfn9 Coa odour 2.00 Win Stm% Hy►ez ;MA 62601' t Offic.�: Q8-862-4038 `508-790-62 ti ". RE Owner ist Complete'aud sign TIW Section.. Tf tJi Ing.. Apflor. ej 1,4,b Lb A (9 BCD X 9 as. ae subjectPM I my is�.m ors r+e1aive 4o work & bg'ti s bark*parziat app� ioi for: (Addtws ofjob) j • ' • ��.3�Iry,x�'� ��' �i= Sa of aye Pt r The Commonwealth'of Massachusetts Department of Industrial Accidents Office of Investigations A d 600 Washington Street Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leeibly ('n y\CA (� 'C G G i Name (Business/Organization/Individual): _� \ � C� J Cl G Address: City/State/Zip: -WP�CY1�� 1� 1 �7lhone#: :.� �] I q Are you an employer? Check the-appropriate box:. Type of project(required): 1.❑ 1 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 $ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9, ❑ Building addition [No workers' comp. insurance 5. ,M We are a corporation and its d their10.❑ Electrical repairs or.additions required] officers have exercised 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 O C,l� comp.insurance required.] :Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: IN, 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. ram an employer that is providing workers compensation insurance for my employees. Below is the policy andjob site reformation. hsurance Company Name: Q 0 �_\1_El i l�S V -a- 0 C� ?olicy#or Self-ins.Lic. #: Expiration Dater lob Site Address: (o C p rN o�A City/State/Zip: .g � II� kttach a copy of the workers' compensation policy declaration page(showing the policy number any expiration date). Failure to.secure coverage as required under Section.25A of MGL c. 15.2 can lead to the imposition of criminal penalties of a ine 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 )f up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of nvestigations of the DIA for insurance coverage verification. do hereby certify under the pains and� nalties of perjury that the information provided above is true and correct: 3i ature:. //. Date: 7 'hone#: Ahs 7190 _ qP-19. Offccial use only. Do not write in this area,to be completed by city.or town official City or Town: _ PermitUcense# Issuing Authority(circle one): 1.Board of Health 2..Building(Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Informati on and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for theii'employees. Pursuant to this statute, an employee is defined.as"...every person in the.service of another under any contract of hire, express or implied,oral or written." An employer is defined a$­"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. How.c er 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 Comperes(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 s Office of,Investigations 600-Washington Street- . . Boston, MA 02111.. Tel. #617-727-4900 ext 406 or-1-877-MASSAFE Fax#617-727-7749 Revised 5-26-05 www.mass.gov/dia Client#:20498 2MARINETE AC�JRDrM DATE(MM/DD 1 CERTIFICATE OF LIABILITY INSURANCE 02/21/06IYYYY) PROD110ER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dov/ding&O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR g y ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 222 West Main St.PO Box 1990 Hyannis, MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: Western World Marine Tech, Inc. INSURER B: 541 Buck Island Road INSURER C: West Yarmouth, MA 02673 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. INSR D - POLICY EFFECTI XPIRATION LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MM/DD DAT /YY LIMITS A GENERAL LIABILITY _ NPP972880 10/12/05 10/12/0 EACH OCCURRENCE $1 00Q 000 X COMMERCIAL GENERAL LIABILITY DAMAGMISE TO RENTED RE ES(E currence) $SO OOO CLAIMS MADE F—RI OCCUR MED EXP(Any one person) $5 000 X BI/PD Ded:500 PERSONAL&ADV INJURY $1 000 000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $1 00O 000 POLICYf7l PRO- JECT LOC t AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) i C k5' ALL 6WNED'AUTOS ;,BODILY INJURY -- r SCHEDULED AUTOS (Per person) 1 y' ¢ $ HIRED AUTOS BODILY INJURY }� '�a $ "`- t NOWOWNED,AUTOS. (Per accident) i )fx PROPERTY DAMAGE-• $ _ (Per accident) GARAGE LIABILITY AUTO ONLY--EA ACCIDENT $ ANY AUTO - •• - EA ACC $ OTHER THAN AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR ❑CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE _ $ RETENTION $ WORKERS COMPENSATION'AND WC STATU- OTH- EMPLOYERS'LIABILITY . R .LIMIT ANY PROPRIETOER R%PARTNER/EXECUTIVE E.L.EACH ACCIDENT OFFICERIMEMBER EXCLUDED?. E.L:DISEASE-EA EMPLOYEE $; If yes,describe under f .,�—w, -1 SPECIAL PROVISIONS'beloW l=� _E.L.DISEASE-POLICY LIMIT OTHER ( ,,A '. I y r 1, DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Job: Donald Agnoli-Walkway and stationary dock 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 (See Attached Descriptions) 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 1n 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 REPRESENTATIVE . -`7C. ;cn� ACORD 25(2001/08)1 of 3 #41736 LS1 O ACORD CORPORATION 1988 k DESCRIPTIONS (Continued from Page 1) cover&ge provided,by the Oolicy provisions. i AMS 25.3(2001108) 3 of 3 #41736 °pVETp 'Town of Barnstable '' •1 P ° 12egulat6ry Services. . $AM STAB Thomas F.Geiler,Director Mass. 639. a�a � Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-7.90-6230 Permit no. Date f .. . I 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. Type of Work: 01464WAY PAO S X-t1[n A,1 b e-k Estimated Co r �` i�l� Address of Work: Owner's Name: 6;-/" Do"VZ116 At� �d 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: 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 apply for a permit as the agent of the owner:cxs A//C y VR . '�-a � CEO/ �3 /VS 09, Date Contractor Name Registration No. Z01 010 Da Owner's Name Q:fb=1omeaffidav r conflict with the approved plan or special conditions,approved plans and conditions shall govern. ❑ Of special note: A. No creosote-treated wood allowed; CCA-treated wood only for large- diameter pilings and structural timber . B. Pilings driven,jetting only for initial pilot hole C. Work mid-tides and higher to avoid grounding D. Deck plank spacing%',not less Please call us at 508-862-4093 for assistance in permit verification. -Thank you for your cooperation. OC Y9 so% Soq - $dO6 ce Business Name Contractor's Signature Phone Number Date A P I 02/14/2006 13:25 413-787-2169 AGNOLI SIGN " PAGE 03 02112/2606 02:17 5007713116 MARINETECH INC PAOE 03 .own of.B 4 conservati6i torOsto 200 IMem.3treet Hyannis Messaohus 02601 1FA,Ic: 5Q&77&Ul2 Farm BFor Below plem ftd-thp-n s,ac�Scs, burin"s 614 o be 4 cct sn eye who a�re onsibl�for=Wing OU�sate,c; ancae. SVW4iSX and alter•pmj P ` c4 wj*thi Orda of COMM. j sleet Sup riabr .'Altetate Frj SUPWASor Name �%3c.v, --3S o r� A*lmess Adlss:., ego - 10 og pwpwtyo Date Prim Nam �ppcaat' 3ignatz fie}. ' • hate Retnm fts€onn to:. B 9t"Gom6mtioh c=MiSOOR 200'main sftB64IY tis9MA R601 �o snaroa 02/14/2006 13:25 413-787-21f9 AGNOLI SIGN PAGE 01' 02/12/2006 02:17 5087713116 MARINETECN INC PAGE 02 . Tow•of B table Conservation. Cos ® , # 200 main street Hyannis Massachusetts 02601 .x, FtA3[- M 77624 5 For SIB ALI,�' IDOL S PROJECT IDS'&SIGN TMS� �A . ®f dli'tjoas,and d e Notice of tad �d nn � reed , 'I�he e� c�n�xrrn that they have _ appmvcd pas for the p e.'Ma undmiped also wdentand thgt mbsapent p1m im-3 ad ce aww"I by the coummdm t om]n A ion; dM Ili =me on this Iiur- Please Rdn_t nn=on this Ible, Date Return ffib foam to: Baa aa'ble CQmervatian Comnissicm ?,00 Main Street Iyamds,MA ON01 Fax:508-773.2412 �sv�tt3lt►a - Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program Tr o59147 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Simplified,Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Donald and Margaret Agnoli Name of Applicant 16 Coddington Road Tributory of Centerville River Centerville(Barnstable) Project street address Waterway City/Town Description of use or change in use: Construction of a 204'walkway with a stationary 4'x8' dinghy dock. 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." Thomas rry Printed a of Munici I fficial Date Building Commissioner Barnstable ivrFa-ture of Municipal Official Me Cityrrown CH91 App.doc-Rev.10/02 Page 6 of 17 Enter Your Transmittal Number W 059147 Your unique Transmittal Number can be accessed through DEP's web site or by calling the DEP Infol-ine as listed on the last page of this document Massachusetts Department of Environmental Protection Transmittal Form for Permit Application and Payment Instructions A Applrcat�on,lnforrnateon DEP Permit Code(the 7 or 8 character code from first page of permit application instructions):_ 1. Please type or print. BRP WW01 A separate Transmittal Name of Permit Category: Form must be Water Dependent Chapter 91 License Application completed for each Type of Project or Activity: permit application. Construction of a 204'walkway with a stationary 4'x8'dinghy dock. 2. Your check should D: A PP! cant;lnforrnat>Ion (1=�rrn.or Ind�VV.- } be made payable to Name of Firm: the Commonwealth of Massachusetts. Or,if party needing this approval is clearly an individual. Please mail your check Individual's Last Name: First Name MI along with a copy of A noli Donald and Margaret this form to:DEP,P.O. g Box 4062,Boston,MA 02211, Street Address 32 Wild Grove Lane 3. Three(3)copies of City/Town State Zip Code Telephone Number this form will be Longmeadow MA 01106 1 1-413-567-6483 ext. needed. Contact: a-mail address (optional) Copy 1(the original) Donald OR Margaret Agnoli must accompany your permitapp{ication. G. ;Fa�Gl: l#y, A#e a1rind �rffdua pra�al Copy 2 must Name of Facility,Site or Individual DEP Facility Number(if Known) accompany your fee Same DEP SE 34331 payment. Street Address e-mail address: (optional) Copy 3 should be 116 Coddington Road retained for your records City/Town State Zip Code Telephone Number Centerville MA 02632 ext. 4. Both fee-paying and exempt applicants �• App ewt:�# PCepal 0 by Y tlifferenf from eetion)B) must mail a copy of Name of Individual or Firm: this transmittal form to Craig R.Short,P.E. DEP,P.C.Box 4062, Address Boston,MA 02211 P.O.Box 1044 For DEP Use Only City/Town State Zip Code Telephone Number Permit No. South Dennis MA 02660 508-398-8311 ext. Rec'd Date I Contact: I LSP Number(21 E only) Reviewer I Craig R.Short E. Perm}t Protect Coor+d�na#�+on Is this project subject to MEPA review? 0 yes X no If yes, indicate the project's EOEA file number(assigned when an Environmental Notification Form is submitted to the MEPA unit) EOEA# Is an Environmental Impact Report Required?❑ yes X no Is this application part of a larger project for which two or more DEP permits are being or will be sought? ❑ yes X no List any other DEP permits that apply to this project. Pertnrt Category Date of Submrssron(tentative or actual) ?ransmital Number Of.application already submitted) �. Amoun# Due Special ProviSlonS: ❑ Fee Exempt*(city,town or municipal housing authority)(state agency if fee is$100 or less) ❑ Hardship Request[payment extensions according to 310 CMR 4.04(3)(c)] ❑ Alternative Schedule Project(according to 310 CMR 4.05 and 4.10) *There are no fee exemptions for 21 E,regardless of applicant status Check#` 4 4 ,5 4 1 Dollar Amount: ��— I Date: Please make check payable to the Commonwealth of Massachusetts and mail check and one copy of this form to DEP, P.O. Box 4062, Boston, MA 02211 rev:0MV00 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program Tr o59147 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Simplified,Water-Dependent, Nonwater-Dependent, Amendment Important: A. Application Information Check one When filling out forms on the computer,use Name(Complete Application Sections) Check One Fee Application# only the tab key to move your SIMPLIFIED - cursor-do not use the return Water-dependent and key. Nonwater-dependent(A-E) Residential with <4 units $55.00 BRP WW06a VS"l ❑ Other $55.00 BRP WW06b �► WATER-DEPENDENT- General (A-H) ® Residential with < 4 units $175.00 BRP WW01a For assistance ❑ Other $250.00 BRP WW01b in completing this application,please see the ❑ Extended Term $2500.00 BRP WW01 c "Instructions". ------------------------------------------- -_------------------------------------------------------------------------------------------------------------ Amendment(A-H) ❑ Residential with <4 units $60.00 BRP WW03a ❑ Other $100.00 BRP WW03b NONWATER-DEPENDENT- Full (A-H) - ❑ Residential with < 4 units $500.00 BRP WW15a ❑ Other $1500.00 BRP WW15b ❑ Extended Term $2500.00 BRP WW15c Partial (A-H) ❑ Residential with <4 units $500.00 BRP WW14a ❑ Other $1500.00 BRP WW14b ❑ Extended Term $2500.00 BRP WW14c Municipal Harbor Plan(A-H) ❑ Residential with <4 units $500.00 BRP WW16a ❑ Other $1500.00 BRP WW16b ❑ Extended Term $2500.00 BRP WW16c Joint MEPA/EIR(A-H) ❑ Residential with <4 units $500.00 BRP WW17a ❑ Other $1500.00 BRP WW17b ❑ Extended Term $2500.00 BRP WW17c Amendment(A-H) ❑ Residential with <4 units $310.00 BRP WW03c ❑ Other $750.00 BRP WW03d ❑ Extended Term $1000.00 BRP WW03e CH91App.doc-Rev.10/02 Page 1 of 17 Massachusetts Department of Environmental Protection W 059147 Bureau of Resource Protection - Waterways Regulation Program Transmittal No. Chapter 91 Waterways License Application -310 CIVIR 9.00 Simplified,Water-Dependent, Nonwater-Dependent,Amendment B. Applicant Information Proposed Project/Use Information 1. Applicant: Name E-mail Address Mailing Address Note:Please refer to the"Instructions' WA City/Town State Zip Code Telephone Number Fax Number 2. Authorized Agent(if any): 011, Name E-mail Address Mailing Address A City/Town State Zip Code 1-508-398-8311 Telephone Number Fax Number C. Proposed 'Project/Use Information 1. Property Information(all information must be provided): Owner Name(if different from applicant) Tax Assessors Map and Parcel Numbers Latitude Longitude Street Address and City/Town State Zip Code 2. Registered Land ❑Yes No 3. Name of the water body where the project site is located: ........... 4. Description of the water body in which the project site is located (check all that apply): Tvpe- Nature Designation F-1 Nontidal river/stream P4 Natural ❑Area of Critical Environmental Concern Flowed tidelands El Enlarged/dammed ❑ Designated Port Area F-1 Filled tidelands El Uncertain ❑ Ocean Sanctuary F] Great Pond uncertain F] Uncertain CH914p.doc•Rev.10/02 Page 2 of 17 Massachusetts Department of Environmental Protection Bureau of Resource Protection Waterways Regulation Program Tr o59147 Transmittal No. Chapter 91 Waterways License Application -310 CnnR 9.00 Simplified,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" Construction of a 204' walkway with stationary 4'x8' dinghy dock _ 6. Is the project a pre-1984 existing structure AND less than 600 square feet? House /s R—C' y�S ❑Yes ® No 7. Is the project a post-1984 existing or new structure, less than 300 square feet AND water dependent? y e .s ❑Yes ❑ No 8. What is the estimated total cost of proposed work(including materials& labor)? $ 20� o 00 9. List the name& complete mailing address of each abutter(attach additional sheets, if necessary). An abutter is defined as the owner of land that shares a common boundary with the project site, as well as the owner of land that lies within 50' across a waterbody from the project. SEE 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 (Simplified License plan) ❑ Appendix C (Permit plan) 2. Other State and Local Approvals/Certifications ❑401 Water Quality Certificate Date of Issuance X Wetlands DEP SE 3-4331 _ File Number '❑ Jurisdictional Determination JD- File Number ❑ MEPA y File Number ❑ EOEA Secretary Certificate Date _ ❑ 21 E Waste Site Cleanup RTN Number CH91App.doc•Rev.10/02 Page 3 of 17 I ABUTTERS OF: John J. Healy Tr- Donald & Margaret A-noli Mary Lee Healy Lon C. Tuttle Coddingtoa Road, Centerville 18 Winter Street AM 186/60 574 South lvfain Street �vI 18E 2-06/95 File H 1.-1010 CC Dock Sudbuiy, MA 01776 Centerville; MA 02632 Donald Agnoli Alphege T. Nault Donald AgIlOII ANI 2001195 Vivian's Real Estate, Inc AM 186/61 32 Wild Grove Lane 627 S. Main Street AM 186/62 Longmeadow. MA 01 106 Centerville, MA 02632 John Borden Williams Town of Barnstable Jennifer Morgan Williams AM 206/71 Recreation 545 South Main Street 367 Main Street AM 186/63 Centerville, MA 02632 Hyannis, MA 02601 Elaine Palley Mary M.avrogianrus 4 Terrace Drive AM 206/56-1 615 South Main Street AM 186/51. Worcester, MA 01609 Centerville, MA 02632 Town of Barnstable Conservation Commission AM 206/52 Ruth C. Pratt 200 Main Street 630 South Main Street AM 186/42 Hyannis; MA 02601 1 Centerville, MA 02632 Thomas H. M.Hamilton Thomas J. Hazlett P. 0. Box 106 AM 206/50 Virginia M. Hazlett Centerville, MA 02632 600 South Main Street AM 186/43 Centerville, MA 02632 Stuart D. Woodring Richard M. Gall;, Heather D. Woodring AM 206/70 Grace E. Gallo 31 Stoney Mead Way 586 South Main Street AM 186/45 Acton, MA 01720 Centerville, MA 02632 Edson Outwin Dale A. Dougherty Mary Outwin AM 186/53 David A. Dougherty 135 River Mead Road 192 Ninigret Avenue AM 186/50 Peterborough, NH 03458 Mashpee, MA 02649 Herbert P. Minkel Charles G. Padula Helen S. Minkel James W. Padula 42 Coddmgton Road ` AM 186/55 c/o Lilyan M. Padula AM 186/78 Centerville, MA 02632 7 Browns Road Grafton, MA 01519 i j Patrick Tobin Tr. JRay D. Leoni; Tr. 24 Wolf Tree Drive �Ni 186/52 Tobin Realty Trust Woodbridge, CT 06525 568 South Main Street AM 186/79 'Centerville, MA 02632 f •`ti. i Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program . W 059147 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Simplified,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." 1 hereby certify that the information submitted in this application is true and accurate to the best of my knowledgpe" /- �- Applicant's signature Donald Agnoli Date -------------------- �G�a Property Owner's signature Margaret Agnoli Date z�23l0s Agent's si re(if applicable) Craig R.Short,P.E. Date APPLICANTS FILING A SIMPLIFIED APPLICATION STOP HERE CH91App.doc• Rev. 10/02 Page of 17 i f Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program Tr 059147 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Simplified,Water-Dependent, Nonwater-Dependent,Amendment F. Waterways Dredging Addendum I j A 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. CH91App.doc•'Rev.10/02 Page of 17 I Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program Tr Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Simplified,Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Donald and Margaret Agnoli Name of Applicant 16 Coddington Road Tributory of Centerville River Centerville(Barnstable) Project street address Waterway City/Town Description of use or change in use: Construction of a 204'walkway with a stationary 4'x8' dinghy dock. 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." Thomas Perry Printed Name of Municipal Official Date Building Commissioner Barnstable Signature of Municipal Official Title City/Town CH91 App.doc•Rev.10/02 Page 6 of 17 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program - Tansmtta No. Chapter 91 Waterways License Application -310 CMR 9.00 Simplified,Water-Dependent, Nonwater-Dependent,Amendment H. Municipal Planning Board Notification Notice to Donald and Margaret Agnoli Applicant: Name of Applicant Section H should 16 Coddington Road Tributory of Centerville River Centerville(Barnstable) be completed and Project street address Waterway City/Town submitted along with the original Description of use or change in use: application material. Construction of a 204'walkway with a stationary 4'x8' dinghy dock. 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." Jacqueline Etsten Printed Name of Municipal Official Date Principal Planner Barnstable Signature of Municipal Official Title City/Town Note: Any comments, including but not limited to written comments, by the general public, applicant, municipality, and/or an interested party submitted after the close of the public comment period pertaining to this Application shall not be considered, and shall not constitute a basis for standing in any further appeal pursuant to 310 CMR 9.13(4)and/or 310 CMR 9.17. CH91 App.doc Rev.10/02 Page 7 of 17 f 4 Public Notice Attachment DEPARTMENT OF ENVIRONMENTAL PROTECTION Waterways Regulation Program Notice of License Application pursuant to M.G.L. Chapter 91 Waterways License Transmittal Number W 059147 MARGARET AND DONALD AGNOLI Notification Date: (to follow from watenvays) Public notice is hereby given of the application by Margaret and Donald Agnoli to build, license and maintain a Walkway and Stationary Dock at 16 Coddington Road, Assessors Map 206 Parcel 95, in the municipality of Barnstable(Centerville), in and over the waters of a Tributory of the Centerville River. The proposed use of the structure is non-commercial docking and boating access. The Department will consider all written comments submitted 30 days subsequent to the"Notification Date". All comments must reference the Waterways License Transmittal Number. A public hearing may be held, upon written request, by the municipal official: Furthermore, a municipality,ten-citizen group or any aggrieved person that has submitted written comments may become a party before the close of the comment period. Failure to submit such comments will result in the waiver of any rights to an adjudicatory hearing. For information call 508-946-2734. Plans and documents for this application are on file with the Department for public viewing at the address below. Written comments should be addressed to Section Chief,DWW, Department of Environmental Protection, 20 Riverside Drive, Lakeville, MA 02347. f ,)—'Gooseberry ^\�'•.� '/' en •,� - ®°' I plsland ewis ;o Pt uller .p. ... • Ire nl dPt O•• •'u°r ru All So q Pt ..;/iQ ° TO ' •° Hayes o f 0 v ,ri��0 Z11 110 rt%Great Pt �` \ I �� I i •ll° n ® Pt: a=— •i .c:' �s.'7 CI 1. y II �r ',�•1 _ I �' bra er o(� / 1-• �� i�o •��-� :,%! \C/fit/' %� Lb' :� ,..in rr .Bii@s�% R "�� •^. '.Y\ •Y .11 _ .ill>S• ,i���� ••° 31 50 AT o .l 111�shg�l• O,lo. •� .-.� , .� 11!_ � � Sj, rrBM •\�•• .;�� `h,/' 'n Hatcl ery/ \; . ' 8M 60 Y PO >> '• arne 6le" 76 5 11 �tJL '�• / Ily ♦ I ✓, Beechwood < + �It =� �anderry ' ranb °m l% �• n/. � l Q •� 111, �� III p •.,,. C ° .,• o d ` I o rc •�e Iv 50 5� "' ( ®� ll •�Y �.' BM. -�-e '�' - - J' c• („ •r •a- n / •i-- 4 - -� ��-,, y •oho ( •• how ��: �; -� _ _"tea � , � �`• ' �, `_ -_ ,•• -i, j �''' :',o .��� I r 'A '.J: i' -_—_- � - '.� __ /'� t -•u.l O B .�_ 37•.. i ••ROAp •!. 0 Cou3se_ �: L o�t 4 N 8 W.��. . . I •, / IGK ❑ n 30 C /\. �� / tip..• .......�. raigville h _ 411W ° t rI``�� Se SLU J^ • �• C,raigvil • /.. -Public- Beach- " Landing 20 • II�. MAC^ _ter, � l , , , i , � �—\ � v���-:, • �_, o(` / SP indle df E \ ? o . 'ea its Rock\*_� �� I z:... r�� H :.`. _ j CENTER TILLE --HARBrO-R �'. :�� :\�__-���: _;,. t o �1Sq tta_w I s l am d { r 7 QJ_r t,.B¢ ' '� I 6 I Hyannas �, y [: s ; : I zo 6 1 9 Ptj ow • z se� + x i Beach \ 13 _`.6 i I 1L% l' �" 5 .3 1 ��b 9 QLdA Gannet Rocks Lu 0 5 4 I' °7 9 �� N I A N T U; C K E T Gannet irz 1 } i I Ledge 1 3. i s i v r of Massachusetts Department of Environmental Protection � ��T�,t, DEP File Number: yP o� Bureau of Resource Protection - Wetlands s^SST^B _ WPA Form 5 - Order of Conditions SE3 4331 v�P `0$ Provided by DEP 1639. p Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and Town of Barnstable Ordinances Article XXVII A. General Information Important: From: When filling C'2-a=12-2s Cps 02 a 3.6-� out forms on Barnstable the computer, Conservation Commission use only the tab key to This issuance if for(check one): move your cursor - do ® Order of Conditions not use the return key. ❑ Amended Order of Conditions raD To: Applicant: Property Owner (if different from applicant): Margaret& Donald Agnoli Name Name rerun 32 Wild Grove Lane Mailing Address Mailing Address Longmeadow MA 01106 City/Town State Zip Code City/Town State Zip Code 1. Project Location: 16 Coddington Road Centerville Street Address City/Town 206 95 Assessors Map/Plat Number Parcel/Lot Number 2. Property recorded at the Registry of Deeds for: Barnstable 10912 294 County Book Page Certificate(if registered land) 3. Dates: January 5, 2005 January 11, 2005 Date Notice of Intent Filed Date Public Hearing Closed Date of Issuance 4. Final Approved Plans and Other Documents (attach additional plan references as needed): Revised Site Plan _ Jan. 12, 2005 Title Date Title Date Title Date 5. Final Plans and Documents Signed and Stamped by: Craig Short, PE Name 6. Total Fee: $396.00 (from Appendix B:Wetland Fee Transmittal Form) Wpaform5.doc•rev.1/18/05 Page 1 of 7 �' f e . oF1HE Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands + WPA Form 5 - Order of Conditions SE3-4331 BAM"ABLE, v� 1639. � pTf Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP and Town of Barnstable Ordinances Article XXVII B. Findings 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: ❑ Public Water Supply ® Land Containing Shellfish ® Prevention of Pollution ❑ Private Water Supply ® Fisheries ® Protection of Wildlife Habitat ❑ Groundwater Supply ® Storm Damage Prevention ® Flood Control Furthermore,this Commission hereby finds the project,as proposed, is: (check one of the following boxes) Approved subject to: ® the following conditions which are necessary, in accordance with the performance standards set forth in the wetlands regulations, to protect those interests checked above. 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: ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations to protect those interests checked above. 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. ❑ 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). General Conditions (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. xThe 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. Wpaform5.doc•rev.1/18/05 Page 2 of 7 I 4 oF� T Massachusetts Department of Environmental Protection ory DEP File Number: Bureau of Resource Protection - Wetlands • BARNMEM WPA Form 5 - Order of Conditions SE3-4331 039.vQ Mass. g'vArEDMA'�a`e Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP and Town of Barnstable Ordinances Article XXVII B. Findings (cont.) 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill. Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index.under the name of the owner of the land upon which the proposed work is to be done. In the case.of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" [or, "MA DEP"] "File Number SE3-4331 " 10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before DEP. 11. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPA Form, 8A) to the Conservation Commission. 12. Themork 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. wpatorm5.doc•rev.1/18/05 Page 3 of 7 r �FIKE r Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands BA MASS.LE,m WPA Form 5 - Order of Conditions SE3-4331 v� `gy pTeDMP't" Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP and Town of Barnstable Ordinances Article XXVII B. Findings (cont.) 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. see attached Findings as to municipal bylaw or ordinance Furthermore, the Barnstable hereby finds (check one that applies): Conservation Commission ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: Municipal Ordinance or Bylaw 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. that the.folfowipg additional conditions are necessary to comply with a<municipal ordinance or bylaw, specifically: Article 27 of Town Ordinances R Municipal Ordinance or Bylaw Citation The Commission orders that all work shall be performed in accordance with the said additional 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. Wpaform5.doc•rev.1/18/05 Page 4 of 7 SE3-4331 Agnoli Approved Plan=January 12, 2005 Revised Site Plan by Craig Short, PE 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 2 and continue on pages 3 and 4. The Special Conditions are contained on pages 4.1,4.2 and 4.3 if necessary.All conditions require your compliance. II. Prior to the start of work, the following conditions shall be satisfied: I. 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 3 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 3 (sign requirement) shall be complied with. 4. The Conservation Commission shall receive written notice 1 week in advance of the start of work. 5. The Natural Resources Dept. shall be notified at least 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. I1L The following additional conditions shall govern the project once work begins. 6. General conditions No. 12 and No. 13 (changes in plan) on page 3 shall be complied with. 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. Page 4.1 8. This permit is valid for 3 years from the date of issuance, unless extended by the Commission at the request of the applicant.Caution: a future Amended Order does not change the expiration date. 9. Herbicide,pesticide and fertilizer use is discouraged on lawns within Conservation Commission jurisdiction. If fertilizer is used,only slow-release low-nitrogen fertilizer(with 30-50010 water insoluble nitrogen or `W.I.N') shall be applied. Over-fertilizing shall be avoided(not-to-exceed limit= 1 pound of nitrogen per 1,000 sq.ft. of lawn per application).Ensure that no fertilizer is spread on hard surfaces like driveways and sidewalks. 10. There shall be no lasting disturbance of the existing salt marsh and bordering wetland. 11. CCA-treated piling and structural timber(greater than 3 inches thick) are allowed. Otherwise,no CCA- treated or creosote-treated materials shall be used. 12. The proposed stairs shall be without solid risers. 13. Deck planking shall be mesh as detailed on approved plan. 14. Work shall occur during the off-season only: October 15 through May 1. 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. 15. No motorized craft shall be used or berthed at the approved pier, given the conditions of insufficient depth and mucky substrate the existence of good shellfish habitat. 16. Boats used at the pier shall not ground at low tide. 17. Boats shall only be used at the el. 18. A small sign shall be displayed at the end of the seasonal the pier. It shall read SE3-4331 Limitations: • No motorcraft • No grounding • Seasonal only April 1 -Oct 31 19. Any desired pier lighting shall receive prior approval of the Conservation Commission. 20. Lead piling caps shall not be used. Page 4.2 i 21. Work on the pier shall ensue mid-tide rising to mid-tide falling or as otherwise necessary to provide a minimum 12"clearance for work barge above the substrate. IV. After all work is completed,the following condition shall be promptly met: 22. 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. At the time of the request for a Certificate of Compliance,an updated sequence of color photographs of the undisturbed buffer zone shall be also submitted. Page 4.3 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands W.RNSTABM WPA Form 5 - Order of Conditions SE3-4331 9�a 1 `0$ Provided by DEP lfDMA'�p Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and Town of Barnstable Ordinances Article XXVII B. Findings (cont.) Additional conditions relating to municipal ordinance or bylaw: see attached This Order is valid for three years, unless otherwise specified as a special condition pursuant to General Conditions K from the date of issuance. Date This Order must be signed by a majority of the Conservation Commission. 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 ( p endix A) an property owner (if different from applicant). Signatures: , l- On / Of 1 , �U V•�� Day Month and Year before me personally appeared `:\Ti " a v. tty to me known to'be the person described in and who executed the foregoing instrument and acknowledged that.he/sh 'exec t y7 as is/her free act and deed. ,t`7otary Public �' My Commission Expires This Order is issued to the applicant as follows: ❑ by hand delivery on ❑ by certified mail, return receipt requested, on 'JAt F 9 ;ftne Date Date Wpaform5.doc•rev.1119/04 Pace 5 of 7 Massachusetts Department of Environmental Protection �oFt�rogti DEP File Number: Bureau of Resource Protection - Wetlands 1ARNSrABM = WPA Form 5 - Order of Conditions SE3-4331 v MAS& Provided by DEP 039.�plEDMA'1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and Town of Barnstable Ordinances Article XXVII C. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate DEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Appendix E: Request of Departmental Action Fee Transmittal Form, as provided in 310 CM 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. 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 '0.00). To the extent that the Order is based on a municipal ordinance or bylaw, anu riot on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. D. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on Page 7 of Form 5 shall be submitted to the Conservation Commission listed below. Barnstable Conservation Commission t BARNST,ABLE REGISTRY OF DEEDS WPaforrr6.doc•rev.1/18/05 Page 6 of 7 r k mcit lichols com MCO2 so er t60220 Expanded Metal Perforated Metal Wire Cloth LIN `f "t .� 4• 7 S it �`, r i � ► - - -' � ��UluVI�UU Wit! °� � �) ► � • ��U�uluull�I�u1 �1�111uUl�uuul>AIAI �a.�uana�a�u ua�u� 9ut11Ul�l�lAl��UTAI ` ;� p - pa ��UUUUUt11lgV1Ul1 UI�uUUl�l�ul a�u�a.�uuuuuuvu� man Grip Strut.Grating fiberglass Grating iy r•.; „".•!'" .:3*,� ��i� ••4'4�e�-may 4,".,8 6_: � '*qrr t t 4 � r - r . Grate-Lock Grating gar Grating Diamondback. 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'leaseda k s ��� >u�cua+"�!'� ^ka`` +c�ta�,a '+•�.-...:eau .,....,,...'S,.nr•*..,,s:-...Es<,as &.�k,_;4:,x,..'�..f..:1.,�ty,:'�`F„'t r,�.,_. �f2-.'�...:_,Y� _a�..,..�ncc 1�a'�� '+�..G.a_'. tesl..;..�Ifr,�:.,.�+.t:; ,:•:3, 26 ® Fiberglass Grating . 1 QQ p1 • i WWW mcnicols cO l�/IcN'rrH��L.S ©2002 ® 2 JFMSFFR Premiumlyester resinislire retardant and meets the requirements for FIFR Pol ester resin.Fire retardant ASTM E-84.Please in uire abom chemical resistance mlin 5. f IClass 1 flame ratio 0125 or less er ASTM E-84. - FVFR Vinyl ester resin.Fire retardant ASTM E-84.Please inquire about chemical resistance ratings. � 60MS 14010 3.4 10° .40' .40' 40% Vinyl ester resin is chemical resistant and lire retardant.Meets the require- ° I ments for Class 1 flame spread rating Of 25 or less per ASTM E-84. - MSUFR Premium grade vinyl ester resin for severe corrosion applications.Fire retardant ASTM E-84. 1-1/2'x.60' MS 1-4015 4.2 1.0' .40- AT 40% sell-extinguishing ASTM D-635. Economical polyester resin is fire retardant and meets the requirements for MPFR Premium grade isophlhalic polyester resin where good corrosion resistance is required and 1'x.60' MS 16010 2.6 1.5" .90" .90' 60% Class 1 flame rating o125 or less per ASTM E 84 for splash and spill resistance.Fire Retardant ASTM E-84. END VIEW 1-1/2 x.60' MS 1.6015 3.2' 1.5' .90' .90' 60°/ Resin for use in food processing applications.Fire retardant with Class 2 MSPFR Premium polyester resin is lire retardant and meets the requiremeSts for Class 1 flame rating (lame spread rating of 30 or less per ASTM E-84. 0125 or less per ASTM E-84. fill 111111 I I i SPANI 11 I "77 IT. MAX LOAD SPAN t MAX T ma LOAD 1"x5/16' GFGI'10D. 2.7 1.2- .88' .88' 73% u 200 m400 600 800 1000 6800 U 200 400 600 800 1000 10200 I-�-I -IeI--I I- 1-1/4'x 5/16' GFG I-125 3.3 1.2' .88° .88 73°/ u .015 .030 .044 .059 .074 .501 LN U .007 .014 .021 .029 .036 .363 C 100 200 300 400 500 3400 C 100 200 300 400 500 7800 W 1-1/2'x 5/16' GFG 1.150 3.8 1.2' .88' .88 73% C .012 .024 .036 .047 .059 .401 v C .006 .011 .017 .023 .029 .444 -1t1- END VIEW U 133 267 400 533 3300 U 133 267 400 533 666 6900 �U .048 .097 .145 .194 1.200 U 019 .038 .057 .076 .096 .986 Width 1.00'x.60' MSHD I-6010 4.9 1.50' .90' .90' 60% C 100 200 300 400 2500 C 100 200 300 400 500 5200 -•h e-•I C .039 .078 .1 16 .155 .959 J C .015 .031 .046 .061 .076 .789 MSHDI 6012 5.9 1.50' .90' .90' 60% 1,50"x.11" MSHD 1-6015 TO 1.50, .90' .90' 60% U 100 200 300 1900 U 100 200 300 400 3900 m _ 1.75"X.60' MSHD 1-6017 8.0 1.50" .90 .90 60% U .112 .224 .336 2.124 G U .042 .084 .126 .168 .557 - C 100 200 300 1900 C 100 200 300 400 3900 = 2.00'x.60' MSHD I-6020 9.0 1.50' .90' .90' 60% G C .090 .179 .268 1.700 �C .034 .067 .101 .135 .446 2,50'x.60" MSHD I-602210.1 1.50' .90' .90' 60% U 80 160 1200 U 80 160 240 320 2480 END VIEW I'-C-' I'-A--1 2.5.0°x.60' MSHD I-6025 11.1 1.50' .90' .90' 60% r p U .217 .433 3.247 t ,�U .075 .151 .226 .301 2.335 II C 100 1500 C 100 200 300 400 _ 3100 Wldm e L C .173 .347 2.600 C .060 .121 .181 .241 1.868 T 2'x 1' MST 3320 2.0 1.5' .50' .90' 33% U 50 800 U 67 133 200 1700 V x 1' MS T•5010 1.9 2.0' 1.00' 1.625 50% �u .277 .554 4.432 �U .129 .256 .384 3.624 1-1/2'k 1' MS T-5015 2.1 2.0' 1.00' 1.625 50% C 100 200 1200 C 100 200 300 2600 o VIEW I A I t e i 2"x 1' MS T-5020 3.0 2.0' 1.00' 1.40' 50% Cl222 .443 3.545 C 103 .205 .307 3.526 U 57 114 170 1250 1 I SPAN R,4 • ^ I I I r LOAD L U .201 .402 .600 4.408 - wm �th o ��a- - C 100 200 300 2200 U 200 400 600 800 1000 1200 9600 p C .161 .321 .480 2,611-U .004 .008 .012 .016 .021 .025 .196 U 1°x 1-5/8° MS T-1810 2.5 2.0' .37' 1.5" 18% C 100 200 300 400 500 600 4800 50 100 850 .003 .007 .010 .013 .016 .020 .157 U .287 .573 4.871 No VIEW U 133 267 400 533 666 800 6400 C 100 200 1700 Cross Bars are spaced every 6"(12"special) A=Center to center of bearing bars 0 U .011 .021 .032 .043 .053 .064 .513 C .230 .459 3.896 B=Spacing between bearing bar lop Ilange C=Spacing between bearing bar bottom flange C 100 200 300 400 500 600 4800 I I I I , I ,. L C .009 .017 .026 .034 .043 .051 .411 SPAN I I LO X U 10o 200 300 400 500 4800 U 200 400 600 800 1000 1200 9800 FLGRP HUM 150 3.1# 9% n,U .021 .042 .088 .117 .229 1.000 n U .011 .022 .033 .044 .055 .066 .542 C 100 200 300 400 500 4800 C 100 200 300 400 500 600 4900 ao ulEw I t_34'I FLGRP S L D 150 3.5M �% V C 017 .033 .050 .067 .083 .800 LC 009 .018 .027 .035 .044 .053 .433 80 160 240 320 625 3200 U 133 267 400 533 667 4800 U Please ask our Customer Service Specialists for chemical resistance inlormalion. p U .037 .073 .110 .147 .286 1.465 L U .033 .056 .100 .131 .164 1,184 1 C 100 200 300 400 500 4000 C 100 200 300 400 500 3600 C 029 .059 .063 .083 .104 1.172 J C .026 .053 .080 .105 .132 .947 Top vew Item Number Height Mesh #SF Open U 67 133 200 267 2300 U 100 200 300 400 2800 J I__I L_ Area p U .058 .115 .173 .232 1.994 fS U .074 .149 .223 .298 2.083 MS S•100 1" 1-1/2"x 1.1/2" 2.6# 70% C 100 200 300 400 3400 C 100 200 300 400 2800 L I MS S•150 1-1/2" 1-112"x 1-1/2" 3.8# 70% .047 .092 .139 .185 1.595 .060 .119 .179 .238 1.666 r- r MS S-200 2" 2"x 2" 4.0# 72°/, U 57 114 170 1700 U 80 160 240 1700 aon vhw &U .091 .181 .271 2.706 1�U 39 .278 .417 2.953 Imo._IL_ C 100 200 300 2.900 r C 100 200 300 2100 I[ MS R-100 1" r'X 4" 2.8# 69% %•C .073 .145 .216 2.164 G".C .111 .222 .334 2.362 (--�E U so 100 150 1300 U 50 100 1200 t r--_r r G:U .135 .269 .404 3.498 L U .176 .3S3 4.230 C 100 200 300 2600 C 100 200 For All Load Tables on this Pa a 1800 Pultruded Load Data C .108 .215 .323 2.798 p C .141 .282 9 "C c is Concentrated Load LBS/SFT of width U 44 89 384 1.000 U 57 114 C Is concentrated load Ibs/ft of width 3. 384 = "'0 900 c is Deflection under Concentrated Load IL U .188 .380 1 4.272 p u 365 729 C Is deflection under concentrated load 5.755 a is Uniform Load LBS/FT C 100 200 2300 C 100 200 U fs uniform load I EM- 1600 u is Deflection under Uniform Load 1 C 150 .304 3.417 C .292 .583 - U Is deflection under uniform loud 4.604 m 3 Gloo N/F q �0 0 0 Locus o DALE A. DOUGHERTY r��Qo qDD DA VID A. DOUGHER TYNIF MARY MA VROGIANNIS AM 186/50 _. ROA cN- D AM 186/51 LNG gEA -;CRAMOLL HARBOR LOCUS MAP 3,9 �Q� �� SAL T MARSH NAF �oA TH OVA S H. M. � � Qtip oSFp HA MIL TON CODDIN SALT 2�8 j pock '�iF,Q 'AM 206/50 G TON —® ROAD MARSH Qj N/F j RAY D. LEONI, TR. AM 186/52 / Lu SITE PLAN en SCALE 1 INCH = 60 FEET O t TOWN OF BARNSTABLE CONSER VA TION COMMISSION PLAN ACCOMPANYING PETITION OF MARGARET & DONALD AGNOLI TO BUILD, LICENSE AND MAINTAIN A WALKWA Y, & STA TIONAR Y DOCK IN CENTERVILLE RIVER 16 CODDINGTON ROAD BARNSTABLE (CRAIGVILLE) BARNSTABLE COUNTY, MASSACHUSETTS CRAIG R. SHORT P.E. P.O. BOX 1044 SOUTH DENNIS, MA 02660 DATE 0 2/2 312 0 0 5 (508) 398-8311 SHEET 1 6F 4 / ss AREA OF 1 hoo,// /r 2.4 \ �� A pFc 9 SFF �/s / oo 2.70 SAL T MARSH 341 AREA OF �%TyFs's '�l�B I \� All F. PHR� MI TES 0& jo x 100' R/HERS FRONT ARE /-0.57 � h �.16 4'x8' 'STATIONARY r 0.59 DINGHY LAND DOCK WITH UNDER LADDER I OCEAN FLOOD ZONE_A 10 I rl l I (EL E V 11 NG VD) SI TE PLAN h�\ o�� Jo i / = &AS'TAL SCALE I INCH 30 FEET \\ �II /BEACH - ; \� Aw . PLMARGARET & DONALD E OF AGNOL TO BUILD, LICENSE AND MAINTAIN \r p� t 0.65 A WALKWA Y, & STA 77ONARY DOCK l l O IN CEN TER VILLE RIVER 75 CODDINGTON ROAD d/I / \� �.PrA�` BARNSTABLE (CRAIGWLLE) BARNSTABLE COUNTY, MASSACHUSETTS `> CRAIG R. SHORT, P.E. t`= P.0. BOX 1044 SOUTH DENNIS, MA 02660 DATE 02 23/2005 508 J98—BJII SHEET 2 OF 4 r '�� f MOLDED F73ERGLASS SQUARE MESH PANELS 2'_10' WITH 65. LIGHT O.A. PENETRA 77ON (MIN.) MADE 2x4 TOP RAIL BY MCNICHOL S CO. MS (ONE SIDE ONL Y) S-100 (OR EQUAL) 4x4 POST MID—SPAN 3x8 JOIST , DECK EL. = 8.6f MAX. (2 = 2) EL 7.80 OE. ON TOP 2x6 JOIST EACH OF CONC. WALL) SIDE OF PILE 2x4 CROSS BRACE 1/2" DIA. GAL V. BOL T NUT & WASHERS EXIS77NG RADE 4x6 PILE/POST HAND DUG 4' MINIMUM BELOW GRADE TYPICAL WALKWAY BENT (10' O.C.) CROSS SECTION AA OVER CONCRETE WALLS AND PHRAGMITES (BVW) MOLDED F'BERGLASS SQUARE MESH PANELS WITH 65%' LIGHT 2'_6' PENETRATION (MIN.) MADE 0.A. BY McNICHOLS CO. MS S-100 (OR EQUAL) 3x8 JOIST DECK EL. = 6 01 TO 4.6f ML W (£= 2) 112 DIA. GAL V BOL T, 2x6 JOIST EACH SIDE OF PILE NUT & WASHERS 2x4 CROSS BRACE ,�� ML W 0.0 DA 7UM 19J4 77DAL ON LAST 3 SETS BENCH MARK /11 UPDA7ED IN 198J PLUS ADD177ONAL 0.2' RISE SAL T MARSH IN SEA LEVEL SINCE 198J ��533��!�:r:I�(•;Fl�l"�'.:{��L,Fl,,l,1`:. 'Fl.,_�� .,...! llf !"1�f�1,5F N 1 f<'V,`,�.t�'!.Y` ,.. k..,..LJ 4x6 PILE/POST DRIVEN TO REFUSAL 8' MIN. TYPICAL WALKWAY BENT (10' O.C.) CROSS SECTION BB OVER SALT MARSH AND WATER PLAN ACCOMPANYING PL ITION OF MARGARET•& DONALD AGNOLI `� �r. ' TO BUILD, LICENSE AND MAINTAIN A WALKWA Y, & STA TIONARY DOCK -- IN CEN TER, AIL L E RI VER 16 CODDINGTON ROAD r BARNSTABLE (CRAIGW LE) BARNSTABLE COUNTY, MA SSA CHUSETTS CRAIG R. SHORT, P.E. P.O. BOX 1044 SOUTH DENNIS, A4A aJ660 DA FL o2/23/2005 (508) 398-8311 SHEET J OF 4 Ls � f 1 Q Lc) Lc) ° O �IIJJJJ � OQW L-Q W W Q � Z � � Ljj � � Oo LJ Q O � W � Ok W cZ Z � O � N � W v O —.. O Zm � � Q) � o c\ j OD M7" N O I — O N m W Z Q lu � Ut�i� � JO � O v- � � � W � Z QQ) W O :z QQ- W coQ) -jO � � cfl o ~ � ZZ ~ Q) m (,-) TWO O Z v m Q Z v. o Q)O � � UQO � ca Zm � � ° O Q) O O � WZ ° zz `' � ^ Q) W LQ WIZ � m � W oo , Lj � W � Q (� (Z) � � a � co Q) W � � ^ �� v oho 11 O W z ° Q v o N O � � � �' o � Q � - �BZMHIT - Q) z � W U)—k(3 k:-- k � � o ° � io � ° zoz � ° Z � v v o O o �UJ �ILUOJJ zj Q � Z lU � � J � O O O WQ � � W � � WQOZZ � � o �• sc PLAN-ACCOMPANYING PETITION OF f..,.. ��;� O MARGARET & DOlVALD AGNOU � TO BUILD, LICENSE AND MAINTAIN g W A WALKWAY, & STA TIONARY DOCK ;;• �r �A-� .� ,: O IN CENTE-RVILLE RIVER , .,,., N 16 CODDING TON ROAD ✓ `° ,w� o ° O yh BARNSTABLE (CRAIGOLLE) BARNSTABLE COUNTY, MASSACHUSETTS _ �I L CRAIG R. SHORT, P.E. = --1--- Q)n O P.O. BOX 1044 L Ln O Ln SOUTH DENIVIS, MA 02660 + I DATE 02/23/2005 (508) 398-8311 SHEET 4 OF 4 W W f CRAIG R. SHORT, P. E. 235 Great Western Road P.O. Box 1044 Telephone(508)398-8311 South Dennis, MA 02660 Fax(508)398-3063 PROFESSIONAL CIVIL ENGINEER-SOIL EVALUATOR SEPTIC SYSTEM DESIGN—HOUSE DESIGN PLANS—WATERFRONT DESIGN& PERMITTING February 24, 2005 Margaret Finn Department of Environmental Protection Division of Waterways One Winter Street Boston, MA 02108 RE: DEP SE3-4331 W.W. Transmittal W 059147 Margaret and Donald Agnoli Proposed Walkway and Stationary Dock 16 Coddington Road,Centerville,MA CRS File#1-1010 Dear Ms. Finn: Enclosed herewith is a copy of the following material for the subject project: L Original Transmittal W 059147 with Waterways Application. 2. The original Mylars and one set of black&white prints entitled: "Plan Accompanying Petition of Margaret and Donald Agnoli, To Build, License and Maintain a Walkway and Stationary Dock in Centerville River, 16 Coddington Road Barnstable (Craigville), Barnstable County, MA, date 02123105/Sheets I thru 4". 3. Copy of$175.00 Filing Fee Check#"7 IS� (original sent to DEP, P. O. Box 4062, Boston, MA 02211 4. Barnstable Conservation Commission Recorded Order of Conditions issued on 01/28/05. This material is sent to you for your review and approval for the Waterways License required under Chapter 91. If you have any questions or comments,please give me a call. Sincerely, eA Craig R. Short, P.E. Project Engineer _ CC: U.S. Army Corps of Engineers Margaret and Donald Agnoli 'CRS File# 1-1010 5 f CRAIG R. SHORT, P. E. 235 Great Western Road P.O. Box 1044 Telephone(508)398-8311 South Dennis, MA 02660 Fax(508)398-3063 PROFESSIONAL CIVIL ENGINEER-SOIL EVALUATOR SEPTIC SYSTEM DESIGN—HOUSE DESIGN PLANS—WATERFRONT DESIGN&PERMITTING February 24, 2005 Karen Adams Senior Project Manager Regulatory Branch Department of Anny Corps 696 Virginia Road Concord, MA 01742-2751 RE: DEP SE3-4331 W.W. Transmittal W 059147 Margaret and Donald Agnoli Proposed Walkway and Stationary Dock 16 Coddington Road,Centerville,NL, CRSPE File# 1-1010 Dear Ms. Adams: Enclosed herewith is a copy of the following, relative to the referenced project. 1. Transmittal#W 059147 with Waterways Application_ 2. Plan, on 8 1/2"X I I" sheets, entitled "Plan Accompanying Petition ofMargaret and Donald Agnoli to Build License and Maintain a Walhvay and Stationary Dock in the Centerville River, 16 Coddington Road, Barnstable (Craigville), Barnstable County,MA, date 02123105 Sheets 1 thru 4". 3. Barnstable Conservation Commission's Order of Conditions issued on 01/28/05. 4. Copy of Letters sent to Massachusetts`Historic Preservation Office at M.H.C., Wampanoagan Tribal Historic Preservation.Officer and the Narragansett Indian Tribal Historical Preservation Officer. 5. Copy of Letter sent to DEP Water Quality for 401 Certification. If you have any questions, please give me a call. Sincerely, Craig R. Short, P.E. Project Engineer Enc. yam. cc. Margaret and Donald Agnoli CRS File# 1-1010 235 Great Western Road CRAIG R. SHORT, P. E. P.O. Box 1044 Telephone(508)398-8311 South Dennis, MA 02660 Fax(508)398-3063 PROFESSIONAL CIVIL ENGINEER-SOIL EVALUATOR SEPTIC SYSTEM DESIGN—HOUSE DESIGN PLANS—WATERFRONT DESIGN& PERMITTING February 24, 2005 Jane W. Mead Department of Environmental Protection Coastal Zone Management 251 Causeway Street, Suite 500 Boston, MA 02114 RE: DEP SE 3-4331 W.W. Transmittal W 059147 Margaret and Donald Agnoli Proposed Walkway and Stationary Dock 16 Coddington Road,Centerville,MA CRS File#1-1010 Dear Ms. Mead: Enclosed herewith is a copy of the following material for the subject project: 1. Original Transmittal W 059147 with Waterways Application and the recorded Order of Conditions. 2. Waterways Chapter 91 Plan Sheets 1 thru 4 Dated 02/23/05. This material is sent to you for your review, comments and certification, in hopes that the proposed project is not in conflict with the concerns of your Agency. If you have any questions or comments, please give me a call_ Sincerely, Craig R. Short, P.E. Project Engineer CC: ' U.S. Army Corps of Engineers Margaret and Donald Agnoli CRS File# 1-1010 i CRAIG R. SHORN, P. E. 235 Great Western Road P.O. Box 1044 Telephone(508)398-8311 South Dennis,MA 02660 Fax(508)398-3063 PROFESSIONAL CIVIL ENGINEER-SOIL EVALUATOR SEPTIC SYSTEM DESIGN—HOUSE DESIGN PLANS—WATERFRONT DESIGN& PERMITTING February 24, 2005 Sports Fisheries Biologist Massachusetts Division of Marine Fisheries 50A Portside Drive Pocasset, MA 02559 RE: DEP 3-4331 W.W.Transmittal W 059147 Margaret and Donald Agnoli Proposed Walkway and Stationary Dock 15 Coddington Road,Centerville,MA CRS File#1-1010 To Whom It May Concern: Enclosed herewith is a copy of the following material for the subject project: 1. Original Transmittal W 059147 with Waterways Application and the recorded Order of Conditions. 2. Waterways Chapter 91 Plan Sheets I thru 4 dated 02/23/05. This material is sent to you for your review, comments and certification, in hopes that the proposed project is not in conflict with the concerns of your Agency. If you have any questions or connnents, please give me a call. Sincerely, Craig R. Short, P.E. Project Engineer' CC: U.S. Army Corps of Engineers Margaret and Donald Agnoli •CRS File#'1-1010 e CRAM R. SHORT, P. E. 235 Great Western Road P.O. Box 1044 Telephone(508)398-8311 South Dennis, MA 02660 Fax(508)398-3063 PROFESSIONAL CIVIL ENGINEER-SOIL EVALUATOR SEPTIC SYSTEM DESIGN—HOUSE DESIGN PLANS—WATERFRONT DESIGN&PERMITTING February 24, 2005 Ann M. Lattinville Archaeologist Preservation Director Massachusetts Historical Commission The Massachusetts Archives Bldg. 220 Morrissey Boulevard Boston, MA 02125 RE: DEP SE34331 W.W.Transmittal W 059147 Margaret and Donald Agnoli Proposed Walkway and Stationary Dock 16 Coddington Road,Centerville,MA CRSPE File#1-1010 Dear Ms. Lattinville: Enclosed herewith is a copy of the following material for the subject project: l. Waterways Transmittal W 059147 with Waterways Application and Waterways Chapter 91 Plan Sheets 1 thru 4 dated 02/23/05. 2. Barnstable Conservation Commission Recorded Order of Conditions issued on 01/28/05. This material is sent to you for your review, comments and certification, in the hopes that the proposed project is not in conflict with the concerns of your Agency. If you have any questions or comments,please give me a call. Sincerely, Craig R. Short, P.E. Project Engineer CC: U.S. Army Coi-ps of Engineers ;Margaret and Donald Agnoli File# 1-1010 CRAIG R.. SHORT, P. E. 235 Great Western Road P.O. Box 1044 Telephone(508)398-8311 South Dennis, MA 02660 Fax(508)398-3063 PROFESSIONAL CIVIL ENGINEER-SOIL EVALUATOR SEPTIC SYSTEM DESIGN—HOUSE DESIGN PLANS—WATERFRONT DESIGN&PERMITTING February 24, 2005 s Narragansett Indian Tribal Historic Preservation Officer P. O. Box 700 Wyoming, RI 02898 RE: DEP SE3-4331 W.W.Transmittal W 059147 Margaret and Donald Agnoli Proposed Walkway and Stationary Dock 16 Coddington Road,Centerville, MA CRSPE File#1-1010 To Whom It May Concern: Enclosed herewith is a copy of the following material for the subject project: 1. Waterways Transmittal W 059147 with Waterways Application and Waterways Chapter 91 Plan Sheets, 1 thru 4, dated 02/23/05. 2. Barnstable Conservation Commission Recorded Order of Conditions issued on 01/28/05. This material is sent to you for your review, comments and certification, in the hopes that the proposed project is not in conflict with the concerns of your Agency. If you have any questions or comments, please give me a call_ Sincerely, Craig R. Short, P.E. Project Engineer CC: U.S. Arrny Corps of Engineers Margaret and Donald Agnoli File# 1-1010 CRAIG R. SHORT, P. E. ' 235 Great Western Road P.O. Box 1044 Telephone(508)398-8311 South Dennis, MA 02660 Fax(508)398-3063 PROFESSIONAL CIVIL ENGINEER-SOIL EVALUATOR SEPTIC SYSTEM DESIGN—HOUSE DESIGN PLANS—WATERFRONT DESIGN& PERMITTING February 24,2005 Laurie Perry Wainpanoag Tribal Historic Preservation Office 20 Black Brook Road Aquinnah, MA 02535 RE: DEP SE3-4331 W.W. Transmittal W 059147 Margaret and Donald Agnoli Proposed Walkway and Stationary Dock lb Coddington Road,Centerville,MA CRSPE File#1-1010 Dear Ms. Perry: Enclosed herewith is a copy of the following material for the subject project: 1. Waterways Transmittal W 059147 with Waterways Application and Waterways Chapter 91 Plan Sheets 1 thru 4, dated 02/23/05. 2. Barnstable Conservation Commission Recorded Order of Conditions issued on 01/28/05. This material is sent to you for your review,.comments and certification, in the hopes that the proposed project is not in conflict with the concerns of your Agency. If you have any questions or comments, please give me a call. Sincerely, Craig R. ort, P.E. Project Engineer CC: " U.S. Army Corps of Engineers Margaret and Donald Agnoli File# 1-1010 f CRAIG R. SHORT, P. E . 235 Great Western Road P.O. Box 1044 Telephone(508)398-8311 South Dennis,MA 02660 Fax(508)398-3063 PROFESSIONAL CIVIL ENGINEER-SOIL EVALUATOR SEPTIC SYSTEM DESIGN—HOUSE DESIGN PLANS—WATERFRONT DESIGN& PERMITTING February 24, 2005 Michael Stroman, Chief Depart rent of Enviromnental Protection Bureau of Resource Protection Wetlands and Waterways One Winter Street Boston, MA 02108 RE: DEP SE3-4331 W.W.Transmittal W 059147 Margaret and Donald Agnoli Proposed Walkway and Stationary Dock 16 Coddington Road,Centerville,MA CRSPE File#1-1010 Dear Mr. Stroman: Enclosed herewith is a copy of the following,relative to the referenced project. l. Transmittal#W 059147 with Waterways Application. 2. Waterways Chapter 91 Plan Sheets 1 thru 4, dated 02/23/05. 3. Barnstable Conservation Commission's Recorded Order of Conditions issued on 01/28/05. We are asking for 401 Water Quality Certification, as required by the Army Corps of Engineers. If you have any questions or comments,please give me a call. Sincerely, X 1011 Craig R. Short, P.E. , Project Engineer Enc. ' cc: U. S.Army Corps of Engineers Margaret and Donald Agnoli File# 1-1010 Map a26 6 Parcel 09 Permit# t, House# ��D� Date Issued — Board of Health(3rd floor)(8:15 --9:30/1:00- a ) js�, Conservation Office(4th floor)(8:30-9:30/1:00 2:00) Planning Dept. (1st floor/gchoolAdmin. Bldg.) ne T BE SEP �(NYS Definitivye Plan A ed by Planning Board r ~' r 19 tN$TALLED CE [ r F r �dy TOWN OF BARNSTAB �R�NME 6 IONS N° v � TOWN REG 10 Building Permit Application Project Streeett�Address L D D( T-e iU �O / Village- Owner Owner 0J 41 `9 vim( L P> Address A, Telephone r} -Permit Request 'r� � r - First Floor d= /6 square feet Second Floor square feet Construction Type Estimated Project Cost $ � '� ri Zoning District Flood Plain Water Protection Lot Size 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 ',A Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing_ New Half: Existing Z 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:X Detached(size) 3 Ck-t_ Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ G Commercial ❑Yes ❑No If yes, site plan review# t Current Use S Proposed Use Builder Information Name �y�_1 0 ti J4 a /U Telephone Number G Address Ze— / .G i (,.-Q_ License# Home Improvement Contractor# 10 S--ff y o 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 SIGNATURE DATE / BUILDING PERMIT DENIED FOR THE F LLOWING REASON(S) FOR OFFICIAL USE ONLY . PERMIT NO. 6_ U DATE ISSUED MAP/PARCEL NO: ADDRESS VILLAGE' OWNER - >. fit DATE OF INSPECTION: FOUNDATION, 1 1)' vl"CY otLJ� t j t a FRAME`.\'J INSULATION _ FIREPLACE ELECTRICAL ROUGH FINAL _ y PLUMBING. 0-UGH o FINAL 6JC 4 GAS: I' 0# Q :• FINAL FINAL BUILDIN ® cc _ DATE CLOSED OBI. ` r ASSOCIATION P t m G oFt►+E rg,,, Town of Barnstable Regulatory Services BARNSTABM " Thomas F.Geiler,Director i639. `0� AiE639 s Building Division Thomas Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 May 12, 2004 Robert Donaldson 16 Coddington Road _ Centerville, MA 02632 Re: Bond release for 693 Santuit-Newtown Road,Marstons Mills To Whom It May Concern: Please be advised that an occupancy permit has been issued for the above referenced property. The Town of Barnstable has no further interest in any bond posted against damage that might be done to the roadway during construction on this property. SkTheroux ��he Division Assistant q/forms1bondTe12' The Commonwealth of Massachusetts '� Department df Industrial Accidents - -. A. 600 Washington Street . Boston,Mass. 02111 ��///�����������///����/� Workers C� ensation Insurance Affidavit 0/� ) ,/location: AD f � I/ �yh�on�i� � % ❑ I am a homeowner performing all work myself. �I am a sole roprietor and have no one tivorking in any capacity �� ❑ I am an employer providing workers' compensation for my employees working on this job. com anv name: s address: .. city phone insurance co. nolicv# //////////.%//%////%%//////%////////////%////////%/////////////%////%/////////%/////%///////////////%//////// ❑ I am a sole proprietor, general contractor, or homeowner(circle one) and have hired the contractors listed below who have the following workers"compensation polices: com nnv name: address: Mr. phone#: insornnce co. /////// 7. com anv name. address: city- phone#: insurance co. :..:.. .. :.::..;;.::. ON VON"M Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a Wte up to 51,500.00 andlor one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a tine of SI00.00 a day against me. I understand that a copy of this statement may be forwarded to the 011lce of Investigations of the DIA for coverage verification. 1 do herebv certify-finder the pains and enalties of perjury that the information provided above it true correct v/ Date Slanature (.� Print nam �✓e 1 O Le,-r b 0 N/-� I� Phone# oincial use only do not write in this area to be completed by city or town official city or town: permit license i# QBuilding Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone 00• ❑Other�_� (mmsea 9i93 PIA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", 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 section 25 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,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 in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance 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 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. �������O�OO����O���������O���OO���O��O�O��OO�����00��0�0����%/�///��i�i�,.��i�i,��//�%i/ City or Towns 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 pi number which will be used as a reference number. The affidavits may be rehirned to 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 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 Oftice of Imlesugadons 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 j, lig r51-?Li- 1 1 :42AM }FR'uh 1 ' Tv i 1 h'4it���g rzk. ,�. . 1 ':1:'x".nf.N •rV ^�.+.'. rtgi,..,� Wyk Y� �# y •rn 4,� r •Y R. _ 49'��. �. �t SF�ar "r"�r"N+iF3.r�1�R1ryl�,�'jyr - ta`�4_I ti{Ws'r".A )-,�tk"s�,;:�i by�SnAT 3}:(wtx a#':Y'.i•Gt.N„>+.ti .,�i. y I it f. ��3 •fir. j aY�il�Y�{�,�'� �i�' »� j��.'^'�?th �ri 1 �i'S. '�"..�#�{'r."{, Mill �� t�;l �• r «N � � .,u ref 1 ca s i St� tl`t qqyy ., �I I' r F:: 4 �7 y r p g � j; ff �t, 5 x9f ' Ai .�� � :'! i 't�i :� � 1 ,� � Yid✓�tr:it �¢Nt•'}i�: h fir. � � �4' �� ���� � I tr t d�af;t yr,�+k f ..1• y: q, 1 f ��¢ i •r -.... Y�I�4r,�i�t._ _'B ;7r',,,.fT'i � � Jafi�� � i• t%; - .+ ,� ctw�':�ti J..1.-.�+�'.��iyrt' 43 t. � a � � f is d i'° r rs�+uA�,�•�!•. cc n r< m �• / i d�a rPd1 \ I 41 Y w�"r s fi„ yP 4'. f t f � . �q a �Sfr�jr �1y �� t 'Sfy� 'L•rK 1��.J4r�7+ JI - Wr'n" a �[ah" •i"j try � p a i ,'1 rYA s�.r+ +p;� Y ;,fit eva.P .�.,►+..a ....� f 4 m r it" r t 3 i r 1 ��f. �yt..artp r -arm'aSr y.• 4 171 P trWAiWtl K r� ,�tra 4 I J �Y en•.. UP z } E it VM I ME ! 1, S r�"•' 2 to S1 i k l� I, y. A 3{34 5{ pi t Y� x4�,ti .era ..idsa ..(• a� '�� y i •1 d � va < r ' t " o M CUR Append J Table JS.Z.lb(continued) Prescriptive Packages for One and Two-Family ResidentW Buildings Reated witb Foul Fuels MAXIMUM MINIMUM Glazing Glazing Ceiling Wall Floor Basement Slab Heating/cooling Amy(Ve) U-value= R-value' R Value' R-value' Wall panneta Equipmetm Efficiency' packagc I I I I R value° R-value' $701 to 6500 Hating Degree Days' Q 12% 0.40 38 13 19 10 6 Normal R 12% 0.52 30 19 19 10 6 Normal S 12%. 0.50 38 13 19 10 6 85 AFUE T 15% 0.36 38 1 13 1 25 N/A N/A Normal U 15% 0.46 38 1 19 1 19 10 6 Normal V 15% 0.44 38 13 1 25. N/A WA 85 AFUE W 15% 0.52 30 19 1 19 10 6 85 AFUE X 18% 1 0.32 38 13 2S N/A N/A Normal Y 19% 0.42 38 19 25 WA N/A Normal Z 18% 0.42 38 13 19 10 6 90 AFUE AA 18Y. 1 0.50 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: Co c/ 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: ( � 3. SQUARE FOOTAGE OF ALL GLAZING: l7 . 4. %GLAZING AREA(#3 DIVIDED BY#2): 9 70 5. SELECT PACKAGE(Q--AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-080303a 780 CMR Appendix J Footnotes to Table J5.2.1b: ' Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights,"and basement windows if located in walls that enclose conditioned space, but excluding opaque doors)to the gross wall area,expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 ft'of decorative glass may be excluded from a building design with 300 ft'of glazing area. 2 After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units:center-of-glass U-values cannot be used. ' The ceiling R-values do not.assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. Wall R-values represent the sum of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing, and interior drywall. For example,an R-19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. 'The R-value requirements,are for unheated slabs.Add an additional R-2 for heated slabs. If the building utilizes electric resistance heating use compliance approach 3,4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J5.2.1 a NOTES: a)Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall, floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels, the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 OF ZME T The Town of Barnstable 9eb 't ' Department of Health Safety and Environmental Services .4 Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissions 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 ong with other require . f✓ Type of Work: Est.Cost Address of Work: J 76 = /Owner's Name / e— to of Permit Application: 1 I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under S1,000. 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 PROGZAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: % ✓ 3 S"-�17e4e�:r ,D o,P,4)dJ A) _j0, �Da Contractor Name Registration No. OR Date Owner-s Name Jl <I��/ce �o�remwnurea�i a�✓�ac�auJetla I, DEPARTMENT OF PUBLIC SAFETY a " I CONSTRUCTION SUPERVISOR LICENSE . { N�ber Expires; tesici;ed Ta 1G "`�tyYy �ROBE ,C DONIILDSON 327 µREGENCY DR MARSTONS MILLS, MA 02648 7777 yri y, I .t irS 9 4 I PDs�5 f� v C1, S0P q Tv 6 e t a_ 1 by �r'l�1hBC`- i �I C bVL-, jt, C R o A al © ,�.p)✓��e �-wo window vt,, ts - s/-I IPIe b���vv� ry�'t� SI-eu� ��� aoo Ju Joo ,z 3 �T14 I i I -Q+�PSl�t✓ r yam _ ��' ��' PQaPos E N Al. YZ `/ I ` �5• �9 h AI yV ��L�^7iT of w�T.4 3 2—iZ4Rc3AA Yl v�r— 7-919 r�c�.,l / VVAL taw ui �M ! d I`�Glo•©-: /- �: ' � ' try` I '� „ RL .. l;. �Tir _ .vcxs �1.> .p E�Pb `! Pi us eEroYAW:.�N_��. 0 .t—f'Y1966� �--r�- � ', U6 ®� i ? � 1 l e® ® Rion @ e. of "aFl `J�1 Vag ® •N p>53 q of 37.1 •���T� �' ` ..,, ., ' _ , WAY Ew-19- Jr. tNAt[ PfiVEO a RM. TO CmNG. ETA ll ; t %a" 4or wl' _ y r . . 62 X c 310 ChA1-1 10.99 Form 5 DEOE File No. SE3-3206 _ �pf THE Tp` (To be prowoeo by DEOEi WQ o Barnstable Commonwealth " City.Town t - 7AH79Td7LLE, of Massachusetts { Farley Applicant _• __ze_s YQO s639. 0 Order of Conditions Massachusetts Wetlands Protection Act G.L. c. 131, §40 TOWN OF BARNSTABLE ORDINANCES, ARTICLE XXVII From__ Barnstable Conservation Commission ' To Wi ll_iani & Christina Farley same (Name of Applicant) (Name of property owner) 4450 Shopping Lane Address Sind. Valley, CA 93063 Address Map Number 206 Parcel Number 95 This Order is issued and delivered as follows: i ❑ by hand delivery to applicant or representative on (date) a by certified mail. return receipt requested on (date) This project is located at 16 Coddington Rd. , Centerville. The property is recorded at the Registry of Deeds in Barnstable Book 9427 065 Page Certificate(if registered)_ The Notice of Intent for this projecfwas filed on April 30, 1997= (date) The public hearing was closed on September 23, 1997. (date) Findings The. Barnstable Conservat;nn rnmminginn has reviewed the above•referenced Notice of .Intent and plans and has held a public hearing on the project. Based on the information available to the Commission at this time, the Commission has determined that the area on which the proposed work is to be done is significant to the following interests in accordance with the.Presumptions of Significance set forth in the regulations for each Area Subject to Protection Under the Act(check as appropriate)-. ❑ Public water supply //Flood control ❑. Land c ontalning shellfish rivate water supply ❑ Storm damage prevention ❑ Fisheries Ground water supply Prevention of pollution /Protection of wildlife habitat Total Filing Fee Submitted $1 Y 7.50 1 $j State Share $ 5.00 , CitylTown Share (I/-fee in excess of S25) Total Refund Due S City>Town Portion S State Portion S: ARTICLE 27 Only: (th total) (1h total) s [] Public Trust Rights ❑ Agriculture ❑ Erosion Control ❑ Aquaculture ❑ Recreational �11 ppnn ❑ Historic ' ❑ Aesthetic SI?3-3206--- Turley - Approved plan= September 17, 1997 Revised Plan by Craig Short,R.P.E. Findings: Special Conditions of Approval: . I. General Conditions 1-12 on the.preceding page are binding,and demand both your attention and compliance. 2 Within one month of receipt of this Order of Conditions and prior to the commencement of any M.rk approved herein,General Condition number 8(preceding,page)shall be complied with. `3. The applicant shall pay for their legal advertisement as invoiced. 1. This permit is valid for 3 years from the date of issuance,unless extended at the request of the. applicant. 5. The applicant shall provide project contractors with copies of the Order of Conditions and approved plans prior to the start of their work. 6. Construction shall conform to the requirements`of'the State .Building rtCode, the Town of Barnstable Zoning By-law Flood Area Provisions for construction within the coastal floodplain. Work shall ensue only after consulting with the Building Commissioner, 7. No work shall take place beyond the concrete wall: t ` 8. Prior to any necessary dewatering of the foundation hole,a dewatering work protocol shall be submitted to and approved by the Conservation Commission or Agent. 9. All areas disturbed during construction shall be revegetated immediately following completion of work at the site. No areas shall be left unvegetated or unmulched for more than 30 days. 10. A I I proposed lawn areas shall be underlain with a minimum of 6 inches of organic loam. 11. Drywells or graveled trenches along the drip lines shall be installed to accommodate roof runoff. 2. The driveway shall be constructed of pervious material. J 13. Tree pruning along the driveway/entryway shall be kept absolutely minimal,^while allowing truck , access to the parcel. r< ' 14. It is the responsibility of the applicant, owner and/or successor(s) to ensure that all conditions of this Order are complied with.. The project engineer and contractors are to be provided with a copy ' o1'this.Order and referenced documents before the commencement of construction. The foregoing condition shall not be construed to exempt project contractors from responsibility for any work performed in deviation with provisions of the Order of Conditions or with the detail of the plans o l'record. U 4. J. - 15. 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. 16. At the completion of work,or by the expiration of the present permit,the applicant shall request in writin g a Certificate of Compliance for the work herein permitted. , 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. i { i t' _ i t i Therefore, the Barnstable Conservation Commission hereby finds that the following conditions are necessary, in accordance with the Performance standards set forth in the regulations, to protect these interests checked above. The Commission orders that all work shall be performed in accordance with said 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. General Conditions: 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2 . This 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, by-laws or regulations. E 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 and both that date and the special circumstances warranting the extended time period are set forth 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, containing 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. No work shall be undertaken until all administrative appeal periods from this order have elapsed or, if such an appeal has been filed, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Final Order 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,a Grantor index under the name of the owner of the land upon which the proposed work is to be done. The recording information shall be submitted to the commission on the .form at the end of this order prior.. to commencement of the work. 9. A sign shall be displayed at the site not less than two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection, File Number 5E3-3206 10. where the Department of Environmental Protection is requested to make a determination and to issue a superseding order, the conservation Commission- shall be a•.party to all agency-proceedings and hearings before the Department. 11. upon completion of the work described herein, the applicant shall forthwith request in writing that a Certificate of Compliance be issued stating that the work has been satisfactorily completed. 12. The work shall conform to the following plans and special conditions. Issued By Al i' Conservation Commission Signature(s) 71 Z/Z-,�Z.-/ This Order must be signed by a majority of the Conservation Commission. On this dayof ( /�` '`l t._. personally appeared �� 19 � � , before me to me known to be the person described in and who executed the foregoing instrument and acknowledged'that he/she executed the some as hisiher free act and deed. Notary Public My commission expires The applicant,the owner,any person aggrieved by this Order,any owner of land abutting the land upon which the proposed work is to be done or any ten residents of the city or town in which such land is located are hereby notified of their right to request the Department of Environmental Quality Engineering to issue a Superseding Order, providing the request is made by certified mail or hand delivery to the Department within ten 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 the applicant. Detach on Dotted Line and Submit to the Issuer of this Order Prior to Commencement of Work. To Barnstable Conservation Commission(Issuing Authority) PLEASE BE ADVISED THAT THE ORDER OF CONDITIONS FOR THE PROJECT AT '16 Coddington Rd. , Centerville SE3-3206 FILE NUMBER , HAS BEEN RECORDED AT THE REGISTRY OF ON (DATE) Ao % l If recorded land, the instrument number which identifies this transaction is If registered land, the document number which identifies this transaction is Signed Applicant 0 �Q�ofTHE ro�o TOWN OF BARNSTABLE �o OFFICE OF MAO Hsa 0. BOARD OF HEALTH � MA0 1639. bm°j 367 MAIN STREET 'ED qAY k� HYANNIS, MASS.02601 i December 4, 1997 Craig R. Short RE Box 1044 South Dennis, MA 02660 RE: 166Coddington Road, Centerville Dear Mr. Short: You are granted a variance from Part VIII, Section 10.00, Section 1.13 the Board of Health minimum wetland setback regulation in order to install a replacement onsite sewage disposal system at 16 Coddington Road, Centerville. The variance allows you to install a soil absorption system 50 feet away from a wetland, in' lieu of the 100 feet separation distance required. { The variance is granted with the following conditions: (1) The applicant shall submit revised engineered plans showing the adjusted groundwater elevation at 4.0. The bottom of the soil absorption system shall be located at least five (5) feet vertical distance above the maximum adjusted groundwater table elevation. E (2) The applicant shall submit a revised engineered plan showing the proposed pump design and specifications. i (3) The septic system shall be constructed in strict accordance with the revised plans. (4) The designing engineer shall supervise construction of the system and shall certify in writing to the Board that the system was installed in strict accordance with the submitted plans. i (5) The pumps alarm, and other appertanances of the mechanical dosing system shall be maintained on an annual basis. shorty 6�J } No more than five (5) bedrooms total are authorized at this property. Dens, study rooms, library rooms, sleeping lofts, and similar type rooms are considered bedrooms according to DER The variance is granted because the existing cesspools are, in all probability, sitting in the groundwater located closer to the wetlands. Therefore, the proposed system may alleviate sources of pollution to the wetlands. Sincerely yours, —Susan G )�R.S. Chairman Board of Health Town of Barnstable SGRibcs p r r J shor12 i ,I f 1 ! i I 2xr2 M G2s5g t=•�h� t _ .,. ,3f i Al c,e.� r a `6 HT 2. 3 tv Ic J y I l _t r OL) UC� T rf d 14 t� ' ✓'L--'-- Old•ce' ha"r5 c''�" Z,. 10 -0 A - ; in ' iC ....... r----"-,.....- ...y._...._,.�.W_^..__._._., per. � �� / ._.-._.�.._ ___"-___•-�-.,.,«....-..,-«...-..�..�..�.._.,......�._«,..--....._....._..,...-_�.._._.�:..,_7 ,fl jo v 4 � - I ` ; II I f I I I �• E S � I i i 1 � t : i � , r , i „ I GENERAL NOTES &_MATERtAL SPECIFICATIONS: 1 . ALL WORKMANSHIP TO CONFORM TO THE REQUIREMENTS OF THE MASSACHUSETTS STATE BUILDING CODE LATEST EDITION. 12'-0"t 17'-3"t 31 --3",� I 12'-8" 2. FOR SITE LOCATION AND GRADING INFORMATION, SEE SITE PLAN BY CRAIG SHORT, P.E., LATEST ISSUE. 3. PROVIDE SUFFICIENT TEMPORARY BRACING AND SHORING TO PERMIT THE SAFE INSTALLATION AN D _ _ _ COMPLETION OF ALL WORK WITHOUT DAMAGE TO PROPERTY, THE EXISTING HOUSE AND HOUSES ON ABUTTING LOTS, AND WITHOUT JEOPARDIZING, THE SAFETY OF ANY PERSON(S). r l 4. DIMENSIONS: ALL EXISTING BUILDING DIMENSIONS, NOTED f E V.I.F. SHALL BE FIELD � 12"x2 OPENING ( ) ( ) ( )• ELD VERIFIED PRIOR TO CONSTRUCTION. MAJOR DISCREPENCIES SHALL BE BROUGHT TO THE ATTENTION OF t I I I THE ENGINEER OF RECORD FOR DESIGN VERIFICATION. - - -L � I � I (T�P) _ ! 5. FLOOD ZONE: THE FLOOD ZONE IS DETERMINED FROM THE SITE PLAN. THE DESIGN IS BASED ON FLOOD ZONE AE WITH BASE FLOOD ELEVATION, B.F.E.: F- - - -- - 2'-0„ I 1 6'4" ---- --- I r -- - - - - ---I I A. ZONE AE, ELEVATION 10.0 AS DETERMINED BY THE SITE PLAN ENGINEER; 2'-6" - —r� w I --8" FOUNDATION B. FURTHER REQUIR M N ELECTRICAL, HEATING, VENTILATION, PLUMBING, AIR CONDITIONING, M IT a I I WALL (TYP) AND OTHER SERVICE FACILITIES ARE NOT TO BE LOCATED BELOW THE B.F.E.. �� �� = PRO OSED X o \ o ! aQ I I C. FILL SOILS: LOT FILL SOILS SHOULD BE WELL GRADED SAND/ GRAVEL MIX, PLACED IN 1 D CK N- I N ACCORDANCE WITH THE MASSACHUSET?S STATE BUILDING CODE REQUIREMENTS. NO PEAT/ w i I EL. 10.0 tD 00 , 6 I 2'-2" WIDE x 10 DEEP LOAM SHALL BE USED AS FILL SOILS. W I ❑ I I CONTINUOUS FOOTING 6. SOILS: CL 22'-0" I ; N I (TYP) A. SOIL TYPE FOR DETERMINING SOIL STRENGTH IS LOOSE SAND, WITH AN ALLOWABLE BEARING ---- .� f I I ,I CAPACITY, qa = 1000 psi. SEE. BORING LOGS BY BENNETT & O'REILLY, INC., BREWSTER, 7U4--ENTRANCE a T _-_-_ __ -- J _ _ I T-- MA, DATED 3/2/98. wCJ 5 EQUAL S J B. FOOTINGS: PLACE FOOTINGS ON UNDISTURBED NATURAL SOIL STRIPPED OF TOP/ SUBSOIL, f PACES i � LOAM AND PEAT. DO NOT ROLL SURFACE. FILL SOILS SHALL CONSIST OF WELL GRADED M I` _. . _ �_— -- I Q I I �; SAND/ GRAVEL MIX. NO PEAT LOAM IN BUILDING AREA. w CL If x H+- + e-�—�— T ___-o '- I 7. A CONCRETE: R _ MAXIMUM AGGREGATES F A. MINIMUM 28 DAY STRENGTH, Cc - 3000 psi. USE 3/4' G ES 0 HARD I ! 12'- F.F. EL. 11 0 O �{ STONE. MINIMUM CEMENT FACTOR: 6.00 94 lb SACKS PER cu yd OF CONCRETE. MAXIMUM SLUMP = 4". *- 2 8 J w EEL: NEW BILLET STEEL, ASTM A615 GRADE 60. ALL BENDING DETAILS --- B. REINFORCING STEEL IflW -fi_i ; AND BAR CLEARANCE TO CONFORM WITH THE LATEST REQUIREMENTS OF THE ACI BUILDING SUNPORCH IT * I v : FRAMING ❑ CODE. f _ C. WALL OPENINGS: PROVIDE ADDITIONAL REINFORCING AROUND I V ! � � I I n- 14' 10"t I OU D OPENINGS WITH SUFFICIENT v o -- --- -- - - _... EVELOPMENT LENGTH BEYOND SUCH OPENINGS. T.C.T.0. DECK ---+-{� t-o-+— cn I EL. 10.46t 3 0 f I D. CORNER REINFORCING STEEL: PROVIDE 4 HORIZONTAL CORNER BARS, 2'-0"x2'-O" @18" �d - . _ I ON CENTER, VERTICALLY, NEAR PROJECTING -CORNER FACE OF CONCRETE WALLS. 3'-0 't 1 P.T. 3 1 ;2' x9 -1�2" PSI - - - -- - N 8. WALL OPENINGS; HOUSE :-- -- - - . ----+ -- _ .- - - -- -- N I- --` ----- -- -- TOTAL ENCLOSED AREA = 2450 s.f. 1 PROPOSED X o J ( LOUVERED AREA REQUIRED = s.i. DECK TOTAL AREA PROVIDED = (1 2x24)x9 - 2592 s.;. EL. 10.0 `r' I I A. NEW JOISTS: SPRUCE-PINE-FIR NO. 2, WITH Fb = 1000 psi, E = 1 ,300,000 i� pps , OR a- ® BETTER. -- B. NEW BEAMS: PARALLAM BEAMS, AS MANUFACTURED BY TRUS-JOIST MACMILLAN, WITH P.T. 3 1 /2"x9 -1/2" PSL - Fb = 2925 psi, E = 2,000,000 psi. USE PRESSURE TREATED BEAMS BELOW THE B.F.E. 12'-0"-1 I i 30'-0"t i 28'-10' f 10. CONNECTORS & FASTENERS: * - - - ---- - ---- - - - - -- -- --- — - A. USE 1/2"Ox12" LONG ASTM A307 ANCHOR BOLTS AROUND PERIMETER FOR SILL PLATE 3 EQ. SPACES ATTACHMENT TO FOUNDATION. 2'-4"t -- 1 B. SIMPSON STRONG-TIE CONNECTORS, HOT DIPPED GALVANIZED, TO BE INSTALLED PER r MANUFACTURER SPECIFICATIONS, WITH ALL NAIL HOES FILLED, WITH THE SIZE NAIL SPECIFIED HEREIN. C. SIMPSON STRONG-TIE CO. H4 W/ 8d NAILS SHALL BE INSTALLED AT EACH JOIST TO FOUNDATION PLAN BEARING CONNECTION, UNLESS FLUSH FRAMED OR NOTED OTHERWISE HEREIN. N = 1 -0" 11. FOR DESIGN AND SUPERSTRUCTURE REQUIREMENTS, SEE ARCHITECTURAL PLANS BY ANNE M. SCALE: 3/32 MICHNIEWICZ, LATEST ISSUE. NOTES: 1 . = EXISTING FIR JOISTS: 2x8 016" O.C.(t) TO 12" O.C., UNLESS NOTED OTHERWISE. i 2. --- = NEW 3 1/2"x 9 1/2" P.T. PSL BEAM. 3. r O � = NEW 10"0 CONCRETE SONOTUBE PIER ON a 3 3 �1 , F�1,')TING. tee.,.•. >.- `JrJl7r'f�..�f( ON CONCRETE FOOTING 12" THICK x 6" LARGER � J ALL AROUND. 5. ❑ = 2'-6"x2'-6" SLAB PENETRATION FILLED W/ CRUSHED STONE. PITCH SLAB TOWARD PENETRATIONS. ANCHOR BOLTS: 1/2"0x 12" W/ 3" HOOK REPLACE DETERIORATED 04'-0" O.C., MAX. EXTERIOR SHEATHING & NAIL TO ALL FRAMING B.F.E. = 1 1 .0 COMPONENTS T.O. FOUND.- (E) 2x8 EL. 10.3 — (2) #5 TOP I� I� NEW3 EXISTING W1/2z9 1/2 PSL - (2) #5 BELOW OPENING EXIST'G JOIST (TYP) - ,. --- FIRST FLOOR EXTEND 1 '-3" BEYOND Z_j OPENING N xZO ~ N CL O a - (2) #5 BELOW OPENING SIMPSON L428 FIN. GRADE EXTEND 1 '-3" BEYOND HANGERS (TYP) OPENING MAX. EL. 9..0 i� ! �----SIMPSON CB44 W/ MIN. EL. 6.0 (2) 5/8"0 BOLTS 10"0 CONCRETE — T.O. 2" MIN. CONC. SLAB- FILLED SONOTUBE ON-GRADE EL. 6.0 W/ PENETRATIONS PER PLAN W/ �jTjES�a�2"o•G. z_ 0 INITIAL ISSUE 4/29/98 NO. REVISIONS DATE I TITLE: _�j� " I-:- VVK&M. i� OF4cgls9c PROPOSED FLOOD FOUNDATION B.O. FTG.-i oz MICH�LE tiG TUDOR PROJECT: EL. 2.0 ��� �oT� j� C.No. �" Renovation of Existing Residence & Garage STRUCTURAL 16 Codding ton Street, Centerville, MA SEE NOTE 'SB' ��o ISTER� ` �FSSlONAL E� FOR: William S. Farley FOUNDATION .WALL _ SECTION TYP . DET. @PROPOSED PIER 4450 Shopping Lane, Simi Valley, CA 93063 ���� SCALE: 3/4" = 1'-o" SCALE: 3/8" = 1 '-0" — s�'/�g MICHELE C 0 TUDOR , P . E . Consulting Structural Engineer 123 COTTONWOOD LANE, CENTERVILLE, MASSACHUSETS 02632 (508)771-7601 JOB NUMBER: 97-076 DRAWN BY: KJG/MCT DRAWING NUMBER: SCALE: AS NOTED DATE: APRIL 29, 1998 S — r \ _ 0.0 17 2.33 Y 0.85 \ _ �- `.==,-` _��r�► \\\\ \ \\ `\\\\\ / /�/ � „_ ` __ -_ 4 - • \ ` ice`\ � / ♦\ 1.14 1.17 4.85 It I - - 0. .87 \� 1 1111(m1j l � c?, f .rt �0.23 pill �1,�, Q \ • / _ :_ IIII 3.67 / d / ' �.,~`•• \:� � 265 5.35 0 F . w ,••• \\\� 1411.41 �oI�IIIE�G AREA of • PHRAGM/TES /< / -0.29 ••~••'• 5 \ / h 3.4 • 1 iQ G � 0D `/ 10 � \\ ••• ' 101 (B.Sp�' _-- Y i / ..�.42 NAND RAILS THIS 2.70 �- ,O� S -` �800) _ LAND SUB.'ecr 1 / / SEC770N AS SHOW / �7 70'S - i A SEE OFTAIL AA 5.05 SO ••~•••• ,' �' _WA lE'R / 6.'4' i FL OWAGE � ClZ 4T STEP DOWN 7�0 SALT MARSH -0.30 ..... ..... . .. ... ...•-..»,,y.. \�oso�, -�6. V. 5.4 J 2(38) ... ... ..� 15 5 °°) _ B I ✓ . -0.49 . , , .......................... . .. .. ... ....AL Ems/ s°�_ tN INS Il{III ............. '� .... CONCRE �E Ilp�u + puuqu \ ` � III llllU;IIIB e IIIII�ImIpIIIlI1(t>tiulluu t t �IUII� .53 aECK Ar -0.92 ELEV. 5.4 / .~•' �: •.. - I "TII C AREA OF ( PHRAGMITFS B' _ !/ / j�% x\ \� �•. ~ o�P \ p0)' �ii�i 2•50 ••.�• r ' ,I - I�IIIll�I�t Avw iXi�i '''•.. a n ' Illll(lllll�aGE ' �`� ,� // f..•- � 0. 0111 111 304 AREA s10 S -- d 5 r -0.50 SO 96. i 000, �i I � LAND UNDER 2.57 O.A. ,7------2x4 TOP RAIL �' f 1 �- OPEN GRA TF DECKING (ONE SIDE ONL )1) ; �l l i I/ III I WITH I" SPACING -4x4 POST MID-SPAN ems, ti I I \V .3x8 JOIST ' _ DECK EL. = 8.6f MAX. TO 5.4 � � ! �<:112" EL 7 80 /E. ON TOP FL OOD ZOAI A loi �/ I I 2x6 JOIST EACH OF CONC.( WALL / II / / I / SIDE OF PILE DIA. GAL ✓. BOLT Ii EL E V 11 NG V D) 2x4 CROSS BRACE NU T & WA SHERS f ON LAST ,3 SETS X/S 77NG GRADECOAI I I II ST I �• / III I 4x6 PILE/ BEA POST -0.62 { lI I II I� I ! I o° IIIII � II � � \ •` IIII} -0.65 \ I I I II 1 I O )� •~~••'~•••~• OP TYPICAL WALKWAY BENT 10' O.C.) 2.97 -- _ r- _ - - - / CROSS SECTION AA teit4 -� = _- - - ' •.~~•• �`.,,.• ' -0.13 ��F ' �1 vF c - v 00)- - - - - - - .. ti �� 1.04 � R�?0{ 'a CRAIG qcy S2YES_�ONCRETE_1KALLS .PtjgA�MIIE� ) 0.5Y - - - - - - - - - \ 00�' vw, R. � SHOOT _ --- - -- - - - _ --- _ , r --t:M - (050)- - 0.17 _ 1 'A i� // \' �' Js CIVIL No 27 455 2 -6 230 - - _ _ � - - \ �` �// \\\ � \ \ ate , O.A. - - _�° -�, o.t e - r 1.40 >t a `` `� sS �}- PL A N A CCOMPA N YING PE TI TIO,N OPF_N GRA TE DECKING ( I \ - `'' ,< 1.49 ~�, -0.67 �� \ \\ - OF \ ` MARGARET & DONALD AGNOLI I WI TH 1 " SPACING 3x8 JOIST _ DECK EL. = 5. 4f ML W \ '� 2x6 JOIST EACH 1/2" DIA. GAL V. BOLT � \\ �•`� \ � LEGEND: �, TO BUILD, LICENSE, AND MA IN TA/N SIDE OF PILE NUT & WASHERS m EXISTING SPOT ELEVATION . . . x0.0 A STAIRWAY AND PIER MHW 2.8 2004 MLW DATUM � � � m EXISTING CONTOUR ----00--- - (0.5' INTERVALS) ; CUDDER � S IN CEN TER l/ILLE Rl i/ER " ML 0.0 DA TUM 19.34 TIDAL \\ FINAL CONTOUR -�- 16 CDDDING TON ROAD 2x4 CROSS BRACE j0 ' FINAL SPOT ELEVATION _ ON LAST ,3 SETS BE MARK , 11 UPDA TED IN \\ ® A Y `� I 198J PLUS ADDITIONAL 0.2' \\ \ SOIL TEST LOCATION . . . . rn I � UTILITY POLE � SALT MARSH RISE IN SEA LEVEL SINCE 198J MHW 1929 MHW 1.4 \\ _ \�\ TOWN WATER _W_��}_.{{�; _W-- BARNS TABLE (CRAIG l/ILLE .\_/ �� I--4x6 P�LE/posr \\ CATCH BASIN _ 10 BARNSTABLE COUNTY MASSACHUSETTS \ GAS LINE c -c -- �P G N a 2.8' MHw \X\ \ GAS METER . ® tiq �o. o o Locus DA TE .311212004 N REVISED 9120104 7 4' 2.8' MEAN 2.8' \�� \ GAS VALVE . . . egrq� \� CESSPOOL �N D LgpO 4 T/DF RANGE , CLEANOUT . --'C.O. 1 _ CRAIG R. SHORT, P. E. s ELECTRIC BOX . . . . ll \ ELECTRIC LINE E-E-E ROAO rIDE 1929 MSL N.G. V. 1 \```� , ELECTRIC MANHOLE . ® BEAN 2J5 GREA T WESTERN ROAD 2 rt RA0, -- - _�-_� \` ELECTRIC METER . . . . .® LONG --- S1 TE PLAN P. 0. BOX 1044 • 2n 0 10 20 FLAGPOLE . r V (J 0 7' HYDRANT �% - SOU TH DENNIS, MA SS. SCALE 1 INCH = 20 FEET LIGHTPOST U 0 CRAIGVILLE HARBOR 02660 4 20 MANHOLE __-- 0. 7' RISE TO CONVERT FROM ML W (0.0 AS SHOWN) TO 08S. WELL _ TYPICAL WALKWAY BENT (10' 0 C,j SEWER LINE. . -s -s -S - F77ZOCATION MAP 508 398 8,311 0 IN .SFA N.G. V.D. SUBTRACT 0. 7 FROM ALL EL SEWER MANHOLE J �RQ�S SECTION BB LEVEL , _0 TELEPHONE BOX m METHOD USED ALSO AGREES WI TH TIDE BENCHMARK ,¢�11 L OCA TED A 1 �. ;:ENE 1.929 MLW SINCE 1929 WATER SHUT-OFF (FILE 01- 1010,E SHEET 1 OF 1 AVER Lj_.�dA@�ti_AND TR(fl�1 -Y - -- OR/VEWA Y A T CORNER OF /RVING AND /AN'NOUGH HYANNIS HARBOR (UT'L TE 1983� WATER VALVE . . . 9 9 _01-0801 A-noII_r2.dw