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HomeMy WebLinkAbout0067 CRAWFORD ROAD Co�l C.ra���� �RcC, _� YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town [which you must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. DATE: o Fill in please: APPLICANT'S YOUR NAME/S: / nf ' BUS ESS YOUR HOME ADDRESS: Rr� . TELEPHONE # Home Telephone Number 7 5� - a;;32 NAME OF CORPORATION: NAME OF NEW BUSINESS :!5 ' .S S 7 TYPE OF BUSINESS IS THIS A HOME OCCUPATION? YES --CIO �I�b ADDRESS OF BUSINESS h-:7 1 .cJGvZ!-7 P aln 'MAP/PARCEL NUMBER& o v (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. &Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING CO ISSIO R'S OFF E p typ MUST COMPLY WITH HOME. OCCUPATION This individ al h s e infor e o an er it re uire ents that ertain to this a of business. RULES AND REGULATIONS, 'FAILURE TO but oriz ig at e** rOMPI:Y MAY HFSULT IN FINS. OMMENT �^ s� i 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature COMMENTS: Town of Barnstable Building Department Services FtHe r°kq, Brian Florence,CBO Building Commissioner BARNSTABLE. t 200 Main Street,Hyannis,MA 02601 Mass. v� 1639• ��� www.town.barnstable.ma.us prE MA'S� Office: 508-862-403 8 Fax: 508-790-6230 Approved: Fee: Permit#: HOME OCCUPATION REGISTRATION Date: ��. � Name: `J/� ze, ��'Jv� Phone#: Address: (�� G ` L Village: C2f Name of Business:��/J r ,4' Type of Business: /_/.c r � Map/Lot: ✓ ZJ ���� INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary,home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to-the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There are no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall bg employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit.. . I,the undersign ,have read and agree with�the allove restrictions for my home occupation I am registering. x Applicant: r Date:10 / Homeoc.doc•Rev.06/Ull6 Susan Griffin Susan's Custom Tours Cotuit, MA 02635 774-238-2332 -atpsmg@gmail.com October 25, 2017 Robin Anderson Building Department Town of Barnstable 200 Main Street I Hyannis, MA 02601 Dear Ms. Anderson, I am a new business seeking a Business Certificate in the Town of Barnstable. I operate as a sole proprietor working.primarily on line, through social media and word of mouth. I do not meet clients in my home office. We arrange to meet at local restaurant establishments, libraries or in their home when requested. The administrative portion is at my home office. j Please contact me with any questions. Thank you for your time [Kindes Regards, Susan Griffin TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION A DUILDING D I z Map 0 0 S Parcel 011 EPTApplication # �✓ Health Division NOV 20 1 6 Date Issued Conservation Division TOWN©F'gRNSTq Application Fee Planning Dept. BLFermit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 6-7 Village Ownerl)ayi A P I CA Vl\ Address Q rokW r Telephone — (r) 0 Permit Request I® Xt 6ioe% gcW eQ4 Square feet: 1 st floor: existing II o y proposed I b® 2nd floor: existing proposed _Total new Zoning District R Flood Plain C_ Groundwater Overlay Project Valuation Construction Type NQW WAt� Lot Size 3�`� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family id Two Family ❑ Multi-Family(# units) Age of Existing Structure g3oIts Historic House: ❑Yes WrNo On Old King's Highway: ❑Yes No Basement Type: UfFull ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 110 q Number of Baths: Full: existing new tt Half: existing new Number of Bedrooms: 3 existing Q new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: dGas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes YNo Fireplaces: Existing 0 New Existing wood/coal stove: ❑Yes ® No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: 5dexisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals,Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes CAI No If yes, site plan review# Current Use ;CAeii k ( Proposed Use SAwN z APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name e ®�e,l � i , . 'SSc` �� Telephone Number Address cofu4 rave License l A11-4,1214A 0, -6;_<- Home Improvement Contractor# Email. , LU;Idc o:�► Worker's Compensation # 6 96 a �'�l �SV3)-1��1 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 3i vck S SIGNATURE DATE /L{ ' FOR OFFICIAL USE ONLY Y - APPLICATION # DATE ISSUED f f MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME S� Q` -C't INSULATION C � M' N 6- k ' FIREPLACE t ELECTRICAL: ROUGH FINAL t PLUMBING: ROUGH FINAL i GAS: ROUGH FINAL FINAL BUILDING t 1 DATE CLOSED OUT r ASSOCIATION PLAN NO. i i Massachusetts Department of Public Safety lBoard of Building Regulations and Standards License: CS-104375 Construction.Supervisor DENNIS T.OREILLY y . 11 COTUIT COVE RD. G s COTUIT MA 02636 �P. ,.CK CA-- Expiration Commissioner 06/16/2018 ��c f(nr�e�ieairra�cr�Cf nIC%��l�sJc[c✓t[Je/�3 Office of Consumer Affairs&Business Regulation �. $, HOME IMPROVEMENT CONTRACTOR Registration ,'166842 Type' Expiration 8116/2018 DBA { O'REILLY&ASSOCIATES BUILDERS/DEVELOPERS DENNIS O'REILLY �y to R 11 COTUIT COVE RDA'., =-' , .:c:.-.._�,_.�•.r;. COTUIT,MA 02635 Undersecretary r VDAC ace group WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY TYPE AR INFORMATION PAGE WC 00 00 01 ( A) POLICY NUMBER: (GS62UB-9F75437-1 -16) NEW-16 INSURER: ACE AMERICAN INSURANCE COMPANY 1 NCCI CO CODE: 12165 INSURED: PRODUCER: OREILLY, DENNIS ROGERS & GRAY, INS AGCY I 11 COTUIT COVE ROAD 434 RTE 134 COTUIT MA 02635 SOUTH DENNIS MA 02660 Insured is AN INDIVIDUAL Other work places and identification numbers are shown in the schedule(s) attached. 2. The policy period is from 06-08-16 to 06-08-17 12:01 A.M. at the insured's mailing address. 3. A. WORKERS COMPENSATION INSURANCE: Part One of the policy applies to the Workers Compensation Law of the state(s) listed here: MA o� m= B. EMPLOYERS LIABILITY INSURANCE: Part Two of the policy applies to work In each state listed in Item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident: $ 100000 Each Accident Bodily Injury by Disease: $ 500000 Policy Limit Bodily Injury by Disease: $ 100000 Each Employee a= C. OTHER STATES INSURANCE: Part Three of the policy applies to the states, if any, listed here: COVERAGE REPLACED BY ENDORSEMENT WC 20 03 06B D. This policy includes these endorsements and schedules: oC SEE LISTING OF ENDORSEMENTS - EXTENSION OF INFO PAGE 4. The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All required information is subject to verification and change by audit to be made ANNUALLY. DATE OF ISSUE: 06-22-16 PD ST ASSIGN: MA OFFICE: ORLANDO DA ACE 24M _..nnA%l TA/[' A^^%J T I1"]A ONV The ComwompeaM ofmamarimset& Deprranext qfrudxv&idAcddkx . Offwe G' e . 600 WashfiWt A i6ed Boston,MA 02HI •. fv�v�umas� �a Warl ers' C<onVensa ion Insu��Afgdavit Bbffde7JC uuft= • rnta xi��.ere �fnafn ff Please Print Adds== l L 0 fu' r 1i y e- CifyrS AA OD-Aass Ph .Fu au employer? eckthe appropriate baax: Type of project(recl}= I. ant aemployer I vzith 4. ❑I am a general confructar and I � �* have hhed-the sulr Coos 6- ❑Iqe� • employ(fall anzlfor par�£ime�. 2.❑ I am a sale prapd tar orparfne r listed omthe att�cherl sheet 7- ❑RodrMg ship and have no emp1oyee& These sub-cazr€ractas have 9 ❑Demal6ba Q farane is a 3Flo�andhave workers' w rn. 9. 2s��addition INC WOOMW Comp-iasmanct< - comp.m�� -I 5. ❑ We are a aosparati-=and its 16.❑EkddC2d repaim cr addiio= 3.❑ I am.a homeowner doing all work officers have eaemsed their 1 L❑Plutabingrep6m ar adclstiaas mysdf[No 'comp- right of exempfim per MQ- 1?❑Boofnpaus imStuance regaired-j i c.M JIM andwel me no . emgiloyees.[NO wa3oe& 13-E],o&er cCMgx Mumma=required.] •Any apgtusvt6ma rlp 6os ir1 nn�st alsoSIIo�themctr=b6aa s1r tbeirwa&ae m�M!M1fi�, PeHCgiafnMtR9 L # t¢}sa sabmiY dads sfiidara i theg arg doing slf tPad[and tbeal�xe awe caamst submit a new afiid�eit sack ` fCamxscm�tEe c�wlt&box mastwedsasddili—I shad sb=ingthenameoEdse zmdstafevheflmarnatitme hsae emP'lapees•Ift3tesnB r�n*xx�,� a�QF YPMV2&&w wade 'aomp.policy umaber lam�r euipl �sr fl is praseding�oe?rksrs'caerzpsrts�icrn itrsziraraor enrpf �ex Selaev is tftsprr8cy arcd jafa sits- ��ormatina. - Fas>u;mEeCamga�*l�ame: Pffficy or pelf ice.I ic. �i `� ��3 06 l-1. iazr Hate: .R Job Eta Address: C 2 [ r—pt FAZ r c ok A �� Af#2eh a mpf of the workwe cbmpen-sationpolicy decIara4ion page(sho wfi3 g the policy member and expiration date). Failum to semen coverage as required Hader Secioa 25A of MQ.e`IV—Caa lewd fn the impasitina of criminal penalties of a fine up to$L50a OD andfor one-yaarrmpfiso as Will as civil penalties ffi l e farm of a STOP WORK ORDERand a rme of up to$250 MI a day against the 4iold=. Be advised drat a copy of this sbdement maybe fnxwarded to the Office of Isvestipatioss ofthe DIAL for insumnce coverage verificafian- I do heraby CTOunder Ste pains andpenatttas of ihattfie it farRra€zvaprm•awabaft is tray and c urrect Siagat**.� YJA 46 P17 J VA am only. Do not write in ifib area,to be c mnp1dad by tftp ortairr ojoidat City or Taws: Lmning-4uffiardF(cu& L Board of$ 2.BuffXmg ne mtnent s.f5fy1rowu Gaerk 4.Electrical Inspector S.Pbmnbin Emspedw C.affier ca�ct Fersnn: Fho� - 6 I i 1 1 1 110-tillZm 11: '•I JtfA�-lh �■ .■"g•I� i/[■I:•. -I i3111f •'�R It .1 •• •- ••40n1i!•. 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O G■ • ■ •.+••:n ut -••■ ■ .� u n_n. •r 1 u /•-n r. n •n w.fr. .n rn .n■ ■■• . •1 1. .n ■•i..m . i. •■ ■• ri�Ytr_u a �• a r. l 1t- O�••v w�{ s •as 1•:ta.I ara:.a a a a1�:.Va■� � a c;a a. �al� �' a t • c.Vfa= . a a a ��i ��.wli7 at• 1•a t i�- oil ' 30 �• / . we:ti •'• • air A WC Guide to Wood Construction in High Wind Areas:110 mph.Wind Zone Massachu'setts Checklist for Compliance(780 CMR 5301.2.1.1)1 Cbek 1.1 SCOPE Compliance WindSpeed(3-sec.gust)..................................................................................................................110 mph WindExposure Category..........................................................................................................................B te - 1.2 APPILICABILITY Number of Stories ...........................................................(Fig l 2)........................... stories 9 2 stories ✓ RoofPitch .........................................................................Fig 2)..................­*.....**"***........*LLAJ,5 12:12 MeanRoof Height .............................................................Fig 2)_................_..........._..............­ ft -S 33' BuildingWidth,W...............................................................(Fig 3).............................................. ft :5W BuildingLength,L ........................................................... .. (Fig 3)............................................... .. ft :5 80, Building Aspect Ratio(LIM ...............................................(Fig 4)................. ................................ .0 5 3:1 i— Nominal Height of Tallest OpenIng2 ..................................(Fig 4)................................................¢ s 6-8- 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2).............................................................. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete,............................................................... Concrete Masonry............................................. ......................................................................... 2.2 ANCHORAGE TO FOUNDAnON1-3 5/8'Anchor Bolts imbedded or 5/8'Proprietary Mechanical Anchors as an alternative In concrete only BoltSpacing-general..........................................(Table 4).............................................- JX in, ✓ Bolt Spacing from andfJoInt of plate ............................(Fig 5)....................................-f.—In..5 6"-12. Bolt Embedment-concrete....,:...................................(Fig 5)..................................................0 I in. 7' Bolt Embedment-masonry.........................................(Fig 5)............................................ ln.Z 15' PlateWasher...............................................................(Fig 5)...............................................Z 3'x Xx V4" 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)................................... ✓ Maximum Floor Opening Dimension..................................(Fig 6)........................._.._fts 12'or U2 or WP2 yy Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig T)................................................O..._It :5 d )v Maximum Cantilevered Floor Joists I Supporting Loadbearing Walls or Shearwall................(Fig 8)..................................................... ft -5 d FloorBracing at Endwalls................................................;..(Fig 9).....................I..........................I................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)................................... Floor Sheathing Thlckness................................................(per 780 CMR Chapter 55).......................*3)u in. Floor Sheathing Fastening..................................................(Table 2).. d nails at�In edge LL-Tnfield 4.1 WALLS Wall Height Loadbearing walls...:..................................................(Fig 10 and Table 5).......................... ft -,q 10' Non-Loadbearing walls...............................................(Fig 10 and Table 5)...._'.....................IS. It :5 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)...................../Lin.524"o.c. Wall Story Offsets .........................................................(Figs 7&8)............................................_ft 5d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls.......................................................(Table 5).........I....................a 6 - ? ft in. Non-Loadbearing walls.................................................(Table 5)..............................2X-T- ft in. Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................I.......................... .......I.......... WSP Attic Floor Length................................................(Fig 11)................... ft i-W13 Gypsum Ceiling Length(If WSP not used)...................(Fig 11)............................................. ftzO,gw 2 x 4 Continuous Lateral Brace @ 6 ft (Fig 11)..... ...................I...................... Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).................................... 6 ft ✓ Splice Connection(no.of 16d common nails)............ (Table 6)..................._............._...................... AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral(no.of endnalled 16d common nails)..............{Table 7).........................._........................... Non-Loadbearing Wait Connections Lateral(no.of endnaled 16d common nails).._...........(Table 8)........................................................f n Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ...................................................:...(Table 9)..................................�ft in.s 11' L✓ Sill Plate Spans ..................................................(Table 9)......._......................... ft in.511' / Full Height Studs (no.of studs).........................._._..(Table 9)........................................................,� Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9). HeaderSpans.............................................................(Table 9)................................._ft—In.s 1T SillPlate Spans...........................................................(Table 9).................................. ft_in.512" Full Height Studs(no.of studs)............................._.....(Table 9)..................................................»....� Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously, Minimum Building Dimension,W Nominal Height of Tallest Opening ..............................................................................ems 6'8' Sheathing Type................................ (note 4)..................... e tiv Edge Nail Spacing........................................ able 10 or note 4 if less)........................ in. Field Nall Spacing..........................................(Table 10).................................................A in. Shear Connection(no.,of 16d common nails)(Table 10)........................................................ Percent Full-Height Sheathing........................(Table 10)».....:........................................... % 5%Additional Sheathing for Wall with Opening>61"(Design Concepts)..................... Maximum Building Dimension,L Nominal Height of Tallest Opening2 ,Sheathing Type........................................_..(note 4)...........».......................................... Edge Nall Spacing........................................(Table 11 or note 4 If less)........................ I in. Field Nall Spacing..........................................(Table 11)................................................. In. Shear Connection(no,of 16d common nails)(Table 11)................................................. ..f� Percent Full-Height Sheathing.......................(Table 11).................................................. 16u 5%Additional Sheathing for Wall with Opening>6' .. 8'(Design Concepts)........... ....... Wall Cladding . > Ratedfor Wind Speed?.............................................................. ............................................................... 5.1 ROOFS Roof framing member spans checked?...............»......(For Rafters use AWC Span Tool,see BBRS Webs' Roof Overhang ...................................................(Figure 19)..............L ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift...............................................(Table 12)............................................U=l�b pif Lateral............. .(Table 12). .........._...............................L f Shear. ........... ..........'........ . �a (Table 12)............................................S-'L ptf Ridge Strap Connections,If collar ties not used per page 21.....(Table 13). ............................T= pif JA Gable.Rake Outlooker.........................................(Figure 20)............ _ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls ` Proprietary rietaY Connector s Uplift_..............................................(Table 14)............................................U= lb. Lateral(no.of 16d common nails)...(Table 14)............................... = lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59).................. Roof Sheathing Thickness...................... S Roof Sheathing Fastening..........................................(Table 2)........._..................-1.............._......... Notes: — 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1:1 Item 1.If the checklist Is met In its entirety then the foilowing metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a. 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent fuil-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2.In.nominal thickness.pressure treated#2-grade. r -FF C Guide to Wood I uzdAreaS_II©rrrpfr. Nfr�xdZtf�ze • Massachusetts Checklist for CompH mce CMQ C&fRS3.nt-iT_i)r 4_ a. From Tables i D and 11 and iocallDrr of way slik&ifng and Sr.ul)&V Aspect fta5o,daWmtfne pwmjnt FutE-f•Teight Sheafhing and NA - b. Wood Shich ral Panels shaII be minfra un ffr3drness of 7116'and be irstdied as follows: - - E Panels shall be Installed W5 st wgih axis parallel tD sires ; - I X hm mnlal joints shall=:w over and be naried in barning Id. Dn single stnfy mnstrvc5on,pm-eh shall be attached to botbm plats and fop.inernber-of fie double IDPI ---------_._-'-- ---�t Dn iKra.sfnry rr„�t„►r-inn,-upper FaneFs.shalLl�e sfiached-fotie fop mernber•-of-the Lipper double#Lip------ plafa and la band joist at bottom of panel.Upper atad urent of lower panel shall be made to band joist and loweraffadiment made tn.lowest plata at first fi8arfiamfng. v. HorbmrdW na l spacing at dmi4a fop phim, hand joists,and girders shalt-be a double rvw of Bd - staggered at 3 inches on cetder per figures below:1leiic al.and Horizontal hiarrng for Panel Affachment 5_ Gfaarrg profadaart a)'new house Dthor>mntatadd3on—reguir�d ifptnjerf'fs 1 tnrle orciQsrrft}shore en Me.ZB or miff]of Rfe 6) {9 lr•sores of b)verfxal addMon—not rez&ei xiless there Is wive r ena afion to iha fiist ftDor c)reph irrer&Bdows—needs energy r:mnservation cwnpftanc;Drily(chap 93) S.food Frame Cbrt tU CUDn Manual CWCM�fibr 110 MPH, Exposure B may ba obtained from iha AmEd nn WDDd C.auncrl (AWb)wahs�. - , > c>s ws-s ' •ATE' a tt - ,1 t ♦ ii ill t, � � t rr H t c{ t ,s it99 is t t t if r = t a r d cf ` m R [ t t t is LE IL 1 pp it • I1 rrt it u [ t c = n - _ - •�i! ill � � i � - LI It IL it - See Bald on N.ed page - Veriid and HDr zorrW WaTI M9 HoA - for Panel Aitarhrnent ` VerntZl And 1-fmnta[Nai)mg for Panel Affsr�merif Town of Barnstable = Regulatory Services ` BARTUrAME.MAM Richard V.Scan,Director 0r�; ►` Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable-maus Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must, Complete and Sign This Section If Using A Builder as Owner of the subject property l hereby authorize ) Ifi�_Rto act on my beh4 m all matters relative to work authorized by this building permit application for. 67 C r-A W` Q cJ R (Address of Job) **Pool fences and alarm are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final . inspections are performed and accepted.. OLIJ14 " I V Signature o. Owner Signature of Applic h wtj J., Print Name Print Name 11116 D to r Q:FORMS:OWNERPERMISSIONPOOLS Town of Barnstable Regulatory Services Richard V.Scal4 Director Building Division * Paul Roma,Building Commissioner Kas 5�. 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state yip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be,considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signawre of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required . shall be exempt from the-provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act . as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require, as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a fo rm currently used b several P p g y v ral towns. You may care to amend Y Y and adopt such a form/certification for use in your community. AssessoVs map and lot number ......�... ............. �C SEPTIC SYSTEM MUST B ot INSTALLED IN COMPLIANCE Sewage Permit number ...,.:::��... .......... WITH ARTICLE II STATE SANITARY CODE AND TOWN �Qyof THE T0�`O TOWN OF BARNS U �`�° BA" TABLL 1639. BUILDING INSPECTOR APPLICATION FOR PERMIT TO ... o.Q.RhL�.....:�r'`J j............................................................ TYPE OF CONSTRUCTION .G ?[7(�� /= � �-.................................................................... ..... ...........:....................... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .... d.7.............. ...... . % 1... .t j..�p�.l :�. ...:... ProposedUse ................. �.... f/bl... .....4.,WC...................................... ZoningDistrict .... .. .fir................................................Fire District .............................................:................................ Name of Owner .�.�..Wkly<.(0D.4y/O..Ah?.t..�.��. ......Address .� ..: L :.�.... ' �.��►.C.,.I........................... Name of Builder RE-4' tL.... .a kEj ......... � 4;�ess . .... T..r !tis'! Name of Architect .... �.�i��?' �?.l ...............................Address ..(.���. .f= . '¢.Z,..l. p ............................ Number of Rooms S 3... ......Foundation ................: Exterior ... w1.�g&..,,A ....................................................Roofing ..d�.z ' i ?-� ................................................... Floors ..........................Interior ............... 0g,0;70, 9jee fieH--V,v Heating � �� ./..G........................................................Plumbing ..........,........,. ................................0........ Fireplace ......fl. ...................................................................Approximate Cost e � �... ....-�o�� �<7 Definitive Plan Approved by Planning Board -----------------------------19- ----• Area F.........S ly .�. Diagram of Lot and Building with Dimensions Fee 3 ! 7 SUBJECT TO APPROVAL OF BOARD OF HEALTH yo y ® � yy I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ` Name :..... ..:..................:. Phillips, Gwendolyn 16576 one to single family dwelling -----------~--------------' Crawford Road Lucunonu'—f---.---------------- ` Cotuit ----'---------------------- . � Owner ----..............-.....'----....�~----' ' fxsunmo Type of Construction -------------- ` � . - ................^.........................................................'..'' ^ � p� �f��Plot ~--------- Lot ............ . . . ~ ` � Permit Granted ..... ' ) Date of Inspection .`./'..//.'../—6 � Dote Completed -------------lV r [ � � PERMIT REFUSED � lg .----_—~------------- � ' --------------------------' � - ---~---'-----------r----^—' . - ' '—'---^'^----^^-----'—^^'—^----^' ^ � ^--------------^^^---^^-----' \ ` Approved ,'--------------- ^ ' ---------------'----------- ' , 600,01- ' �� C f 4 1� 1 x I w % - F'1 ® ®� ar 77 i� n ire, •x .nur-.<..�,;:,:.r'�'.` �.u ... ..,,,. :;r114�7i1�0�i�, ,p,e�' ,,A i kA \ y.�,,.,.� „ .-,.. v✓, ..I L1�w ti��i � �Mh y. �/ SETT@R ,OMES INSTANTLY. INC. NEW ENGLAND'S THE DELUXE 10)BATH 3 BEDROOM RANCH LEADING MANUFACTURER - FEATURING TRADITIONAL VINYL CLAPBOARD SIDING OF SECTIONAL HOUSING taBO O,' MAX ROAD T1/NC, 90RQ, _MASS. '01879 AVAILABLE IN GREEN, GREY, AND WHITE Tsl. G49.7117 SHUTTER COLORS: WHITE, BLACK, GREEN ra ROOF COLORS: BLACK OR WHITE i i I ■■1 • • ■■■V■■■■■■ IIIIIIIIIIIWr.- ■�■■1 1■■■■■■■■■■■■■■■■■ �!r.� [:�]■1 1■■■■■■■■■■■■■■■■■ KITCHEN/DINING ROOM- ■■I i■► ■■ ��■■■■■■■■■■■■■■■■■ BEDROOM LIVING - .. BEDROOM WINDOW SCNF_PUL_F: MANIF. 5TWE TYPE ROUGH OPENING _ AMVM%N WOOPW RIaif VVVH2436 04 1/8"X S'-8 _. 400%WS POLVLE NdJG ANI7M%N WO1019WMW CW235 4' 9"X V-5 3/a, ... r .. _ . 400.5EW$ G\$E/VIENf AN17EIt5EN W0017WAaCiif WA7F12646 0-7 5/8"X 4'-8 7/6" XI -3 C 4005EIZE5. n T12AIJ50lvl AiF4014 3'-III/4" I/4" - - - - < LJ ANI7ERSEN 190Uf3LE HUNG MATCH SIZE TO EXISTING 400 5ERE5 6EIWOOM WINI90W 9$2 N i • • J E . LOOP IPI?Z M'NG PLAN 5CALE:1/4" 1,-0:: T • q040 t O -,CL05ET - 2XI2 `. : i. ^3, ; n�E MA5TF-P' CA). C I si Iz' OATHIMI LSE _ co .NEL Q�G�ee • i a /—ENwSWnN6 nO TE_uNG 13A?H KITCHEN DINING BOOM • f WMIIN6. FLAN I - �wSfING Ew5nNG Ew51lNG SCAT E:1/4'-r-0 _ \ n MA5Tr-- .12POOM Ewsnr . EwsnnlG ' . , N —IN t 6 i GIVING DOOM m ..1 95/. COMPACT DACKFILL,TYPICAL j PrWpo0M " Ew511NG. " 4 #6 RE PAR bRILLED•HAMMER@ EwsnNG: 13rI2ROOM ANt7 GROUTED INTO EXISTING i Z! - U� 'POIAJ[7A110N a 12"ON CEER NT i O "Ew5nNG N TYPICAL) — LL " -IN\ ....._" "•I PROVIM ACCE55 FROMto I • e. - r I;; EX15nN6 DA5EMEN'f - EXISTING P011NI7ATION WALL-1FIr\J-r I ✓00E TAN_ q • - C 0 2 6 12 24- FOUNPA1'ION PLAN o 1)Q%NG WAu 'n ////////// EXISTING REARING WALL ` I • V V E:I/4'-1'-0" NEW CON910JC`nON ` t SCALE SCAL :1/4"-I'-0" L ` r (0 8 _ .A VKWM41a7tX 510 5 ' Y _ O Ami W„ti,E05rM� 3600 rR9f R001!GLEN - ... .. .... _ ... y .. .. ... MM �I.�VA110N ewgma nnvmon. .V7nmoAl • 51M MF-VMON ro MAXH ew5nna LH 1� 0 .. 4".. _ - _ __ ) fR9fROGRR.CV/QIOPI ————————————— _ Lap" - . __ • A nnvmoni ew5nn�c • " 5112r rL�VA110N , y r. . Y O 2 b 12 24 , 5CN.EI 1/4"-V-O" w • , I2 Elm A a6 2W2MW'tl 15 a I&.- O.C. e W/51MP50N -W2,5A HUIMICANE CLIPS 50 Y .A5FHALT 5HIN6L�5 TO'MATCH -� W/'HURRICANE NAILING PATTERN I5 Ld,PUILIVING FELT 2XB COLLAR T1E5 16" O.C. 5/6"050 PAWL W/INTEGRATED M015119 PARRIED(TAM %AM5) MIN.R-3? !N5uLA-ION Bd NAIL5 a 6" O.C.MI2GM & FIML17 VAI OR PARRIF1Z MA7 k —IN Ix STRAPPING PA11-1 I/2'!.SHE vdCK 2 x 6 5TUI25 I/2" 05D:PANML W/INTEGIRA-n MOISTURM PARRIMR C TAPS 5RAM5> R-20.IN5ULATION _--- MAI CN EXISTING FIRST FLOOR ELEVA110N VAPOR PARRI�� 12 L I 5 I " 0 ------ 6d NAJL5 a 6 O.C.w6r-_ 12" O.C.FIELD 51PING TO MATCH C 2>44 RMPAR WITHIN 12" OF TOP OF F6UN17AT10N p ANCHORf30LT5 @ 45'' O.C. _ } 13ASr Mr_NT .. .. 4'.' 5LAP S _ _ •a OVMI2 6 MIL.VAPOR PARRIMR C 2>4*4 MBAR WITHIN OF POfTOM:OF FOUM2ATION' # , ... C 3> 5 MDAI2 WITHIN 3" , OF POVrOM OF FOOI1N6 20 1 SG110N` arl A3 TOP Of FOUNDATION 24"drameter concrete covers C OT U I T, EL=5 1.8 raised to within 6"of finish grade (or as noted) InspectionPortandcapwithmagnetic CHAMBERST NTY 01N DID CONFIGURATION BIND FOUR(4)2)LEACH MA mar*mgtapetowithm3'ofgrade ROWS OF FIVE (5) UNITS EACH L'L=49.7(mrn) tL=49.6± EL=50.3(max) 25' Nam' N� \� �\>>/\> 5.0' 5.0' 5.0' 5.0' 5.0' o God J Goye d 3 U 46.9± N s u 46.5+ F LOCUS z 47.3± 3 m _1 x N N\\ (J �D--Box °' - 4B.3± 47.75 47.50 47.17 47.00 46.90 N U n Ga5 L3afNe N 46 � .00 k0 /nspecbon Port(5ee Note.04) 2T^t Longest Rur n 71+fN7Y(20)A05 ARC36HC 30 9' (36/6BD2)LEACH CHAMBER5 IN BED 05-6 CONE/GURAT/ON W/TH FOUR(4)ROW PLAN VIEWS °- /500 GALLON (H-20 Rated) OF F1 Xf(5)CHAMBERS SCALE: I" = 10' SITE LO C U S SEPTIC TANK D-001y LEACH CHAM5ER5 EL=38.5+Qottom of Test Hole NOT TO SCALE F LOW PROF 1 LE 1 .) Assessor's Map 5 Parcel 29 CONSTRUCTION NOTES NOT TO SCALE I NSTALLER TO VERI FY THE LOCATION OF ALL 2.) Deed Book 24 155 Page 295 TEST HOLE LOGS UNDERGROUND AND OVERHEAD UTILITIES 3.) Plan Book 223 Page 39 LOT G2 PRIOR TO THE START OF ANY EXCAVATION 4.) This property is not in a Zone II of a Public 1.)ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE,TITLE 5 (3 10 CMR 1 5.000): PLAN eK 223 PG 39 ACTIVITIES AND RELOCATE AS NECESSARY Water Supply STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE,AND Test Hole#I (EL=50.0±) (SEE NOTE #1 5) 5.) Flood Zone: C EXPANSION OF ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT AND DISPOSAL OF SEPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS. Depth Layer Soil Class Soil Color Comments O� 2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE 15 POTENTIAL FOR VEHICLES OR HEAVY EQUIPMENT TO PA55 OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 O"-I G" Fill Aa�s O I G"-17" O/A Medium Sandy Loam I OYR 2/1 R N b LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. A 1 7"-22" E Medium Loamy Sand 1 OYR 5/2 LOT 70 �OAI 3.)TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS SHALL BE INSTALLED ON A STABLE 22"-28" B Medium Loamy Sand I OYR 5/G PLAN BK 223 PG 39 M0.[ MECHANICALLY COMPACTEDBASE ON SIX INCHES OF CRUSHED STONE. 28"-52" C I Medium Loamy Sand I OYR G/8 Perc @ 4G" Bth V� 52"-1 38" C2 Medium Sand 10YK G14 Bdrm Kitchen Dining �y 4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK,THE DISTRIBUTION BOX,AND DATE OF TESTING: OG/1 7/14 P#14395 dJQ C lvl THE SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN G"OF FINAL GRADE. LEACHING SOIL EVALUATOR: LINDA J. PINTO, P.E., CSN ENGINEERING fkistrng Leach Pit to be GaragAbandoned(See Note#2 FIELDS, TRENCHES, AND OTHER SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES SHALL BOARD OF HEALTH AGENT: DONNA MIORANDI, BARNSTABLE HEALTH DEPARTMENT I-� �� Bdrm HAVE AT LEAST ONE(1) INSPECTION PORT CONSISTING OF PERFORATED 4"PVC PIPE PLACED PERCOLATION RATE: LESS THAN 2 MIN/INCH IN "C" LAYERS 1 [Bd'm Living VERTICALLY TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM WITH A CAP,TIED WITH MAGNETIC � / ,g MARKING TAPE, ACCESSIBLE TO WITHIN 3"OF FINAL GRADE. NO GROUNDWATER ENCOUNTERED �� 5.) PIPING SHALL CONSIST OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID LOT G 3 ON A PLAN BK 223 FG 39 MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 2%FROM THE BUILDING TO THE SEPTIC TANK, I CERTIFY THAT I AM CURRENTLY APPROVED BY THE p Ll AND NOT LESS THAN I%OTHERWISE. DEPARTMENT OF ENVIRONMENTAL PROTECTION FLOOR PLAN PURSUANT TO 3 10 CMR 1 5.01 7 TO CONDUCT SOIL 8"tree. G.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4"DIAMETER SCHEDULE 40 EVALUATIONS AND THAT THE SOIL ANALYSIS HAS O 2G"tree PVC(OR EQUIVALENT) LAID AT 0,005 FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL BE CAPPED BEEN PERFORMED BY ME CONSISTENT WITH THE 1� AT END OR AS NOTED. REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE 16 NOT TO SCALE DESCRIBED IN 310 CMR 15.017. 1 FURTHER 7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO (2) FEET BEFORE CERTIFY THAT THE RESULTS OF MY SOIL EVALUATION 1 2"tree N� PITCHING TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO AS INDICATED ON THE ATTACHED SOIL EVALUATION 8"tree ASSURE EVEN DISTRIBUTION. FORM, ARE ACCURATE AND IN ACCORDANCE WITH 3 10 CMR 15. 100 THROUGH 15.107 8.) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES 14"tree ` IN ORDER TO PROVIDE A WATERTIGHT SEAL. �9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE Linda J. Pinto, Certified Soil Evaluator 14"tree twin LOT 6 9 Area=2 I ,344 S.F.± DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM, LEGEND- 10,) IN ACCORDANCE WITH 3 10 CMR 15.22 1, ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE. 34"tree O O EXISTING SPOT GRADE / I 1.)THERE ARE NO KNOWN WELLS WITHIN 100'OF THE PROPOSED SOIL ABSORPTION SYSTEM. 8"tree g"*4"twin � // {--�i 4A 24x5 PROPOSED SPOT GRADE EXISTING CONTOUR 12.) FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF S, j / O 24- PROPOSED CONTOUR THE CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT w WATER SERVICE LINE USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. O OVERHEAD UTILITY LINES 8" 4"twin Cxr5tmg Septic Tank 13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS to beRemowsd \\\c0� �'-� 11, lJ UNDERGROUND UTILITY LINES CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE (See MoteA22) ? Qs��Oh\� ���N OF MgSs4 G GAS SERVICE LINE �, P�� a� G EDGE OF CLEARING a a � o LINDA J. s� FENCE 14.)THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE 32"tree �010 "1 0��0h�a'0� 0 PINTO v IP TEST HOLE LOCATION BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE 40 SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT Q�0 �a wc�Q�00�ca 5T SEPTIC TANK AND THE APPROVED PLANS. 48 HOURS ADVANCE NOTICE 15 REQUESTED. 4,f otic °��•46 40 t DB DISTRIBUTION BOX �0� GIST SAs SOIL AB50KPTION SYSTEM 15.) LOCATION OF UTILITIES IS APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR ^h0 �� �sSlON�� DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF ANY WORK. THIS INCLUDES, BUT 15 NOT LIMITED TO, REQUESTS TO DIGSAFE, ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. I G.) CONTRACTOR SHALL VERIFY THAT ALL WA5TELINE5 ARE CONNECTED BY WATER TESTING LOT G8 �C' �� � REVISION 09/OG/I G: Added Addition WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. PLAN BK 223 PG 39 !y /u Prepared for: 17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY tis�o csF c \ � Q SEPTIC SYSTEM COMPONENTS. 1�� �� /0, David * Susan Whelan I �J 18.) INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. 51TE PLAN SHALL NOT BE 67 Crawford Rd., Cotuit, MA USED FOR STAKING, OR ANY OTHER PURPOSES. SYSTEM DE51 G N CALL U LATI O N5 19.)THIS PLAN DOES NOT CERTIFY, GUARANTEE OR WARRANTY COMPLIANCE WITH DEEDED OR SEWAGRDES/GNFLOWREQU/RED:3 BEDROOMDWELUNG(g Proposed 51te * Sewage D15p05011 System67 Crawford Rd., COtUIt, MA ZONING BYLAWS, SPECIFICALLY, BUT NOT LIMITED TO,SIDELINE SETBACKS AND BUILDING HEIGHT //0GPD/BEDROOM=330GPDREQUIRED BENCHMARK RESTRICTIONS. OWNER 15 RESPONSIBLE FOR OBTAINING SUCH A DETERMINATION FROM THE Top Corner Concrete APPROPRIATE AUTHORITY. SEWAGE DES/GN fLOWPROV1Df0- 7WF1VTY(20)ADS UNITS 1N BED Existing Bulkhead Prepared by: FIGURAT/ON IN FOUR(4)ROW5 OFP114f(5)UN/T5 EACH. EL=50.00(Assumed Datum) 20.)TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE,TITLE 5. SOILS CAN BE CON VARIABLE AND TEST HOLE DATA 15 NO GUARANTEE OF SOIL CONDITIONS IN OTHER AREAS. IF Vt=((330/0.74)/(4.6 FTz/f7)/5.OL1-7 = 19AD5 UNITS SITE PLAN SOILS DIFFER FROM TH05E SHOWN IN THE SOILS LOGS, DE51GN ENGINEER 15 TO INSPECT THE REQUIRED(20 PRO 1/IDED) SOILS PRIOR TO PROCEEDING WITH INSTALLATION OF ANY SEPTIC COMPONENTS. 355 GPD PROt//DED>330 GPD REQU/RED SCALE: I" = 20' 2 1.) EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND AND SfPT/CTANKCAPACITYREQUIRED: 330GPDX200%=660GPDREQU/RED ABANDONED IN PLACE. AREA TO BE COMPACTED TO MINIMIZE SETTLING. INSPECTION NOTE: Q 2O 4O 6O 22.) EXISTING SEPTIC COMPONENTS TO BE REMOVED. ANY CONTAMINATED SOIL SHALL BE SEPTIC TANK CAPACITYPROV/DED.• 1500 GALLONSEPT/C TANK(M/NALLOWED) C REMOVED AND REPLACED WITH CLEAN SAND. AREA TO BE COMPACTED TO MINIMIZE SETTLING. PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM A GARBAGED/SP05AL lS NOT PERM/TTED W7TH THIS DES/GNFLOW NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. SCALE I "=20' P.O.Box201, Brewster,MA 02631 Phone:(508)896-1513 C:\Ocean5ide\05-Crawfor6l\05-CrawForcl-SDS Plan.dwg Date:0713 111 4 Scale: As Shown By: [-JP Check: MLA I Project No. 05 14049