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HomeMy WebLinkAbout0006 LONG POND CIRCLE Me T W r + ..F^.CIA!, it `��'' ',w. -r Er.. '�:. >:�-� •.n. .' `k A.,.z AWAY.; r:, ,.;. k' - U ,s• r'r. �n �3a" ,. Z ��Ea+��:. d. � ys t` f �,� 1t o o. o a , a o u , o � 9v � y Town of Barnstable *Permit# O Expires 6 mo*from issue date Regulatory Services Fee � BABNSrABL& � � s i679- Thomas F.Geiler,Director �0 Building Division Tom Perry,CBO, Building Commissioner .200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma us Office: 508-862-403 8 Fax:.508-790-6230 EXPRESS PERNUT APPLICATION - RESIDENTIAL ONLY p vot Valid without Red X-Press Imprint Map/parcel Number I / Property Address La cAycl ' ElIkesidential Value of Work g Vo Minimum fee of$35.00 for work under$6000.00 IvAY1C -V�T"oh —rAy10Y—. Owner's Name&Address LK I ft.5 'r Contractor's Name_n�eM h 1 6 e_ Telephone Number,�oeq .Home Improvement Contractor License#(if applicable) (t?d(o Y SV C.�tX S A C 0 VN S >r t kc Construction Supervisor's License#(if applicable) *PRESS PERMIT orkman's Compensation Insurance ' Check one: MAY 31 2013 ❑ I am a sole proprietor ❑ I am the Homeowner [ have Worker's Compensation Insurance TOWN OF BARNSTABLE Insurance Company Name tJnl-i--la Yq d r Workman's Comp.Policy#JUS OCI h V aS� Copy of Insurance Compliance Certificate must accompany 6ch ermit. Permit Reque k box} Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to Y`ll��� ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side #of doors ❑ Replacement Windows/doors/sliders.U-Value (maximum.35)#of windows ❑ Smoke/Carbon Monoxide.detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits requirecL *where required'. Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors.License is required. SIGNATURE: •�w The Cr mmoni lvea#h of Massaah=eft Department of Industt'id Accident r Office of Investigations 600 Washington Street- Boston,M4#211.1 , wrcnv=mgrrv/dia Workers' Compensafma Insurance Affidavit- BuildersfConti-actars(Mectric:ansfPhunbers A.pighcant Inf€nnation i Please Print IAemhl- Naze Mus�Q fim&dvidat): ;,e - '1 ea Sir f� 1,� ,ST U1 C� 1 tin Address: -e VIS CityfStatef p: � Pb one#. 0"Y?,&—9 47 9 Are yo an tm<plaper? Cher-k ihe appropriate box - Type of project(rewired): 1. am a employer with 4 �am a general contractor and I gees(full part * have hired the scab-contractors 6- [-]New cfran to full anal -time)- listed on the attached sheet 7- ❑Remodeling ❑ I am a sole prDprietoi or partner- These sub-contractors have ship and h�*e no.employees 8_ ❑Demolition w �the� employees and have wr�rkers' ot�flQ any capacity. l 9. ❑Building addition IN-9iv o orkess'comp-;,�a:ra„�e comp- - 5. ❑ We are a corpoaationand its 10.❑Electrical repairs or additions required] 3_❑ I am a homeowner doing all work offtcen have exercised 9wir 1 l-❑Plumbing repairs or additions Mrys f [No wcukm',comp right of exemption per Iv1GL 127.[]Roof repairs 4)c. 152,§1( ,and we have no ;insurance requirsd j •r 13,01 o worl£�ers' 7ther �P'�J�-Ij`T comp-inmranm requned-j 'Any app�that cheds box#1 mast also fiIl ow The section blow sha .geir th wocsere r.,r,gwnsadan policy infOrmatiarL Y Homem mem who submit this affidsyst imdicating they ate doing&H wa¢k wd they bae outside cootmMrs mast submit a new affidavit indicstiag sEh tcwtnctors thst check this boa must attached an.ddiflamdd sheet showing the frame of the s6-cont uchra zad state wbether or not fbose entities hs�e em foyees. If the sub-r==anrs have employees,they zmsst provide their workers'camp.policyn»ber. I4on art omplo,er drat is providing.workers'cottpaisah'vn iTtsr mnca for miy ettrpIL71 emm Bduv is the poii q arrd jab site information. Insurance.Company Name: P hLN, A- or"e-r'r; q t/,,- C,I'P,-V&a F M y e Policy-or.Se1€ins-Lic_#: 0—?b 7 b d O Fxpiratiou Date: Job Site Address: L b ® C.k V'C City/State/Zip: ,(tnI Attach a evpy of t`he woi �pensation policy declaration page(showing the policy munber and eapiratian date}... Failure to secure coverage as required under Section.25A of MGL c- 152 can lead to the imposition of criminal pent Pies of a Fine up to S 1500-OD andlor one-year irnprisomnent,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250-00 a day against the vio-iat-or.. Be whised that a copy of this sbLt .t may be forwarded to the Office of Irl� st gatiijns of the DIA far; saran ice cmMrage vesiftaticn- ' f do hereby certify under the pains andpenrrwks rtfpedM7 that the irrfonfladian prm ided abava is tiara acid correct SiA4 Date: 013 Phone# © al me only. Do not write in this area,to be cmpletfid by city'or tetwn.official . CW- or Town: Permi#fLicense# Isming Authority(circle one):_ .. . 1..Board.of Htltb 2.Bwldang Department.3. iipll own Glerlc d.Electrical Inspector ra.]xh�biug Iitspec#or •••�w.+• (� .arrc ro.a�rw v Malcolm & Parsons Ins. Agcy. Inc. PHONE M.3".3200 x20 r-Ax N, 781.344.1425 6 (Freeman St. RUN- P.O. Box 527 INstlttERMAFFORMNGCOVERAGE HAICR Stoughton, MA 02072 INSURERA: Penn-America Insurance Conpany inuRm First Class,Construction LLC INSUMB_ Associated ETaployers Insurance `240 Baker Street DgURERC= Walpole, MA 02091-4122 INSURER O. INSURER E ITS F- COVERAGES CERTIFICATE NUMBEiC Master 2-2013 REVISION NUMBER: INDICATED.NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONOnMM OF ANY COWRACT OR OTHER NT WITH RESPECT TO WHICH THE; CERTIFICATE MAYBE ssuE)OR MAY PERTAIN.THE IYSURA CE AFFORDED SY THE POIJMS DESCRIBED HEREIN E SO MECTTO ALL THE TERMS. EXCUISIONS AND CONDITIONS OF SUCH POLICES.LIMITS SHOWN MAY HAVE BEEN RED BY PAD CLAM. IKSR LTR TYPEOF 9ISLNtANCE tNSit�WND POLY NUMBER EFF PC PRICY EXP Lam OeIERALUAiUJFY PAC701700902/0=3 02#02=4 EAcHocmmo3mE s 1,000, X CMMEWaGtNBWUUUff PREMISE.S�aoeaucame) S 100 CLAMWM t n OCCUR U®E)Q'(Airyanepaison) S S'0001 A PERSONAL BADV ODURY s 2,000,0001 c,ENERALAccRECATE S 2,000,Lod GENLAGGREGATEMrAPPUESPER: PRODUCTS-COMPHJPAGG S 2,000, xi POUCY PRO- - LOC s AMONOMM L1ABR17Y ao S ANYAUTO BOOLYIWRY(Puposwo S AUTO AUTOS BODILY @IAJRy ft a=Mw4 S HMAUTOS NAUTOS O PR S S U11981d3LAUAB Opp EACHOCCUMUCE S MAT EXCESSLJAB CMIMS. E AGGREGATE S OEO RETENTION S S ANDWC000570401M13 01/2MM3 01�14 X TM at ANYPIMPRIETORIPARTNEbEXECtI�YIN E1.EACH A000ENT S SOD, B OWCERINEMBEREXCLUMO? Y NIA (Llendaffry is NJQ EL osFsSE-EA EMPLOVEF S 500 MMOF ISbdw E.LGASEASE-PCIJCYtWIT S SOD, DESCFtFnDNCFOPERATMWILWAYMMIVBU LES(AWMACOR01W.AdAMwwRw=nS fff=M paeefSregWMd) Residential contractor CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCROM POLMM SE CANCMIMBOUM THE ENPIBATION GATE THEREOF,NOTWEUURL.BE DELIVERED IN ACCORRANCEWTHTHEPOMFROVISIOM AUTFORM REPRESENTATIVE �� e� Insureds Copy E ence of Insurance Arun 3 Parsons 01981I MO ACORD CORPORATION. AN TWO reserved. ACORD 25(2 1L" The ACORD name and-logo are registered marks of ACORD r any sums due,in addition to any other sums the Contractor should be entitled to,the Owner shall pay for attorney's fees. • Cancellation: Homeowner may cancel within 3 days of execution of this contract. DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES Agreed: Date: n and Nan y Taylor, Homeowners Date: U/� Coleman Joyce, Man er, tirst Class Construction, LLC Taylor Roof Contract 5-17-13 Details Page 1 of 1 Licensee Details Demographic Information Full Name: COLEMAN F JOYCE Gender: Owner Name: . License Address Information ddress: ddress 2: ity: Walpole tate: MA ipcode: 02081 oun United States License Information License No: CS-091588 License Type: Construction Supervisor Profession: Building Licenses Date of Last Renewal: 7/26/2012 Issue Date: Expiration Date: 7/27/2014 icense Status: Active Today's Date: 5/29/2013 Secondary License: Doing Business As: tatus Change: Prerequisite Information No Prerequisite Information Discipline No Discipline Information Documentum i http://elicense.chs.state.ma.us/Verification/Details.aspx?agency_id=1&license_id=280529& 5/29/2013 Office of Consumer Affairs&Business Regulation-Mass.Gov Page 1 of 1 The Official Website of the Office of Consumer Affairs&Business Regulation(OCABR) ' Consumer Affairs and Business Regulation °HIC Registration Complaints Registration# 170068 Honnc- Registrant FIRST CLASS CONSTRUCTION, LLC. ;;:;si Name COLEMAN JOYCE JR. Address 160 BAKER STREET City, State Zip WALPOLE, MA 02081 Expiration Date 09/12/2013 Complaints Details You can also v_i`p; 1-bittraf c:'r aind "�:_s �a_Tf�-�:;:1� histranv. ©2012 Commonwealth.of Massachusetts. Mass.Gov®is a registered service mark of the Commonwealth of Massachusetts.. • �T�'�5��'t7,`t� �qG� �E 5T k s ' _ •NF,l pE l , ` 1914�8 OLE MS'�Zp81.4171,, http://services.oca.state.ma.us/hic/licdetails.aspx?txtSearchLN=71937 5/29/2013 CA-) s �.. Town of Barnstable _,,qq fftt pp pp �c1HET �"�JW11 OF Regulatory Services �^ Thomas F.Geiler,Director &UMSTABLE, " Building Division 9 MASS. fo39. t a`0 Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us t Office: 508-862-4038 Fax: 508-790-6230 PERMIT# a4/09j 3 3S— FEE: $ J r 944 SHED REGISTRATION 120 square feet or less i Location of shed dress) Village �4- o 6 3 2 Property owner's name Telephone number l Zd� /0-3-7 Size of Shed Map/Parcel# Signature �D e Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&'-3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS ]FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:042506 �� NY *NOTE--,ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. VENT PIPE (O Least 24 inches tdQ- = SECTION A A ,ut ounEr rrEs n1anl THE ` �houseto min from schsduie 40 PVC ./alarcxwi odor Flit. PROFILE VIEW OF ADDITION TO LEACHING SYSTEM ONE 40UI t sax SOIL KFoudation to Edstlnpseptic tank Septic tank ownrs must be 3- of 1/Ir - 1/2' washed Pewtan SET ti�IEi rat AT LEAST OOI IE Opy� FT. 12' Top of Foundation " ELEV. 19 M cA P~dD rlthk, a NI of finished grade • Qod,ouw Sap1k To* -9e00 oeoN ewr 0-Mr- s600 orsr SAS 96.OD to.l4AD 3/4"ltp 1 1/2 "%*iml shad 3- b-OUOET •• �'1 r' lalaa(oU7S �I ,+' ` 4a 4"PVC(CAPPED)MSfElC110N PORN 10 K t 4 M-ALLM A►r1 10 K 11" s'OF WADEA\ aI� 12• satr -� � � 1f S 0.02 3 HOLE H-10 rap Lase- DW -92.00 MT. BOXNEW 1Ev P lY 1.500 CAL 5..00I or Orsotw S- �• Per foot . Top d SAIi-EiwA -91.50 10.8' 4" - SCH. 40 T o --r FN011 EXIST.FMAMTIDII Ch N SEPTIC TANK 8 1s E1hoNrs Depth / ` - t.75' N H 10 o N r s tlrrts e:& 31r PLAN SECTION CROSS , SECTION oaNdIE1E ruL POtJI M 1EE NEaAl1ED � 8 3• 3' 0 0 DUE To IIEDUCE 0.83' (10 inches)co VELOCITY DUE TO 3125 SYS PROFILE s Tad 3f+-1 tn' s D1 n r o 37.25� 3 HOLE H-10 DISTRIBUTION BOX c compa" starts c 7i rn Effective LwVth NOT TO SCALE i:ip97!ri,.�p.4m T-eW.Metrs Nat to Soak 4' --�i 4' s SOIL ABSORPTION SYSTEM (SAS> e kof 3/4•-1Cl/2• 0 INFILTATROR HIGH CAPACITY (H-20 LOADING)/ GEORGE O'BRIEN GENERAL NOTES compacted stone Effect" view OR EQUIVALENT) Not to Scale NOTE. ALL COMPONENTS MUST HAVE RISERS To WITHIN 6' BELOW GRADE o m ( 1. Contractor is responsible for Digsafe notification Bottom of Toot Hole I Elsa-*8.04z, NOTE: OVERALL HEIGHT OF INFILTRATOR IS IS- /EFFECTIVE HEIGHT IS 10- and protection of oil underground utilities and pipes. ' 2. The septic"tank a distri u ion box shall be set ♦Obs. Groundwater - Test Hale I Elev.- NONE OBSERVED NOTE- PLUMBING TO BE COMBINED INSIDE BASEMENT TO NEW LOCATION AS SHOW. level on 6 of 3�4 -1 1�2 stone. 3. Bockfill should be clean sand or grovel with no stones over 3" in size. Design Calculation 4. This system is subject to inspection during installation �� by Carmen E. Shay - Environmental Services, Inc. �`� Number of Bedrooms: 3 Equivalent to 330 Got./Day (330 Gal./Day Min. per Title V) 5. The contractor shall install this system in accordance PERCOLATION TEST Garbage Grinder: No with Title V of the Massachusetts state code, the approved plan Leaching Capacity Proposed: 330 Gal./Day Minimum (Min. Per Title V) and Local Regulations. Dote of Percolation Test: FEBRUARY 22, 2004 8 Septic Tank : - 3 x 330 Gat./Doy = 660 USE NEW 1.500 GAL Septic Tank. 6. If, during installation the contractor encounters any Test Performed By. CARMEN E. SHAY, R.S., C.S.E. SOIL`ABSORPTION AREA: Using percolation rate of <2 min./inch soil conditions or site conditions that are different Results Witnessed By. WAIVER (per BARNSTABLE B.O.H.) - `� Bottom ,area: 0.74 gd/sq. ft. x 370 sq. ft. - 273.8 gallons from those shown on the soil log or in our design Excavated By. SHAY ENVIRONMENTAL SVCS., INC. Sidewdl_Area' 0.74 gal./sq. ft. x 78 sq. ft. 58 gallons installation must halt & immediate notification be Percolation Rate: Less Than <2 MPI - `.` l �sy Providing: 331.80 gallons made to Carmen E. Shay Environmental Services, Inc. 88�- 7. No vehicle or heavy machinery shall drive over the 1� Use: (5) INFILTRATOR HIGH CAPACITY H-10, UNITS, HAVING A 0.83',i(10 INCHES) EFFECTIVE DEPTH, septic system unless noted as H-20 i septic components. TO BE USED WITH 4.0' OF WASHED STONE ON THE SIDES, AND 3.5' OF WASHED STONE 8. Install Tuf-rite gas baffles or equals on all outlet tee ends. � Test Hole -, ``` - ON THE ENDS. NO STONE UNDER. 9. All Distribution Lines shall be 4' diameter Schedule 40 NSF PVC pipes. No. 1 -'` 10. All solid piping, tees do fittings shall be 4" diameter oEPTIt__--_sets �`� 9�-�' --`-_- `\`��` \\\^�`�- \�\ Schedule 40 NSF PVC pipes with water tight joints. 0 95.00 ` Sons pa � \ t9� 0 20 40 50 11. Municipal Water is Connected to ALL OF The Residence and Abutting Loom �. ��� ��� Properties Within 150 Feet. 0--6- 10 A,/2 9.4.50 >� .` �\ \ THE PROPERTY LINES ARE APPROXIMATE AND COMPILED FROM THE SURVEY PLAN GENERATED BY �,dY � . �\ SCALE: 1"=20' NELSON BEARSE, R.L.S. of HYANNIS, MA ENTITLED "PLAN OF LAND OF FOLSOM'S POINT IN CENTERVILLE, MA 10 nt s/e ` �\ ' DATED JULY 23, 1952, PLAN BOOK 105, PAGE 125 6'- 30 B. 92.50 �9 `�\ '��\ ` Q AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN Med. `� `� IT SHOULD BE USED FOR NO PURPOSE OTHER THAN Sand is„Y yZ4 �`� `� `• �L THE SEPTIC SYSTEM INSTALLATION. �\ � EXISTING CESSPOOLS TO BE PUMPED OUT AND `.\ FILLED IN PLACE. >u _ I oc a O._. A14Y STR.P. _D OUT"SOIL=CONTAINING L6ACN_. .FROM THE D(ISTING CESSPOOLS TO BE DISPOSED OF AS PER ROARD OF-HEALTH SPECIFICATIONS. •cam, 00x NO WETLMDS ARE PRESENT`VW[luv4 2W OF THE PROPtRTV ASSESSORS MAP.209, RPRCEI. 037 - nn n i Perc #1 t7� \`� \ nO �` ,nv uy� LEGEW Depth to Perc: 30" to 48" Perc Rate= Less Than 2 MPI ��� `� 01\ Observed ESHWTM - NONE OBS.- 144" Assumed \•�`�* --� - �� �,� \\��` y DENOTES Pf POSED ADJUSTED H2O Elev. = NONE OBS. - 144" Assumed '4.10 104X 1 SPOT GRADE TEST HOLE #1 0» ELEV.= 95.00 7•26' `� x 104.46 DENOTES EXISTING 29 2 SPOT GRADE •` `� _ �i.1 0 X PROPERTY LINE PROJECT BENCH MARK Vent Pipe 3=: �> r• o, TOP OF FOUNDATION 9 '� 96 PROPOSED CONTOUR ELEV. = 100.00 (Assumed) ° - - -97 EXISTING CONTOUR NEW 1500 se°t„ Tonle DEEP TEST HOLE & 3-2e DINT. ACCESS MANHOLES �- O 0 --- 8 ---- - - - \\```. PERCOLATION TEST LOCATIQN 6 FOOT STOCKADE FENCE \ Failed PATIO \ Cesspool q.Er _. LET ------ �\k\ `_-94 LOT THE ACCESS COVERS FOR THE SEPTIC TANK. - -' ~ P P LAN DISTRIBUTION BOX AND LEACHING COMPONENT Failed ,.:, FINISHED GRADE.SHALL °sfv TO wITHIN 6" OF CE33�°I HOUSE #6 OF PROPOSED SEPTIC SYSTEM UPGRADE STEEL REINFORCED PRECAST CONCRETEINSTALL GAS BAFFLESOR EQUALS + B%ISTING• \t�� II PLAN VIEW q PREPARED FOR 3 BEDROOM ' -1 ►a /-3_24.1�avi E � I HOUSE a MR. RO NALD J . K I M .._• .• , ,,. Q. CO i PORCH i �► $, AT '� �" #6 LONG POND CIRCLE w.t=r mM"-T'" Y mY+. rrst to artld s• .{ wcr CL s r s. >�. , �� CENTERVI LLE, MAC bt E$.96 O I I ASPHALT I �4b- N -'• ens LOTS #1 & #8 I DRNEWAY I ' ��H OF Mgssgo PREPARED BY: �.. ' - -, I 29,680 Squaw Poet CAR1Yl.�'N E. A�H14Y CROSS SECTION END-SECTION I 1: , ; L ENVIRONMENTAL SERVICES. INC. ' 0 1 L 29.66 53.7 I I g0=$ �o P.O. BOX 627 TYPICAL 1500 GALLON SEPTIC TANK ' - I �% JSTE� MA 02536 I N,�TcZ-3"3 40 IE s EAST FAtMOUTH, NOT TO SCALE I s 255.70 ,_---=� � gIVITAR\P TEL/FAX 508-548-0796 (H--10 LOADING) c L O N c .F>0 V•D CIR CL E SCALE: 1"=20' DRAWN BY: C ES DATE: FEB. 22, 2004 (40 FOOT RIGHT OF WAY) PROJECT#SD529 FILENAME: SD529PP:DWG SHEET 1 OF 1