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Home My WebLink About0114 OLD JAIL LANE - Health 114 Olde Jail Lane Barnstable A=278 —022 r - -- 0 . as Commonwealth of Massachusetts Title_5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 114 Old Jail Lane Pr0Per1yAdftW NJF Doreen Kenny Owner Owners Name WornreclWr dfo a Barnstable MA 02630 December 17,2017 page.ed for every page. cityrrown sett Z,P Code Date of tnsped on Inspection results must be submitted on this form Inspection forms may not be altered in any way.Please see completeness cheeldist at the end of the form. r"'p°W furs A.General Information _ an . -''kWeontytbetab 1. lnspecmr eytornoveyo a cu sor-do nat David D.Flaherty Jr.,RS,REHS use the rcWm Name of inspector key Flaherty EmeronmenCal Services Cornpany Name P.O.Box 81 CompanyAftew Yarmouth Port MA 02675 OVT— store zip code 774-994-1 i66 S1#4713 Telephone Number License Number B.Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection.The inspection - was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems.I am a DEP approved system inspector pursuant to section 15.340 of Tide 5(310 CMR 15.000).The system: ® Passes ❑ Conditionally Passes ❑ Fails' ❑ Needs Further Evaluation by the Loral Approving Authority December 18,2017 l s 5,g,mture Date The system inspector shall submit a copy of this inspection report to the Approving Authordy(Board of Health or DEP)within 30 days of completing this inspection.If the system has a design flow of 10,000 gpd or greater,the inspector and the system owner shalt submit the report to the appropriate regional office of the DER The original should be sent to the system owner and copies sent to the buyer.if appficabte,and the approving authority. 'This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. -, t5�adoe•rm.6n6 TNa50fddW Cnp�nrmrt[9h�5p��pp¢�pp�yyy�•p�8p1ott7 Commonwealth of Massachusetts Title .5 Official Inspection Form Subsurface Sewage Disposal SysLeat Foam-Not for Voluntary Assessments 114 Old Jail lane Property Address N/F Doreen Kenny O*ner Ownets Name mqufred for�,y Bamstable MA 02630 December 17,2017 pam cvr— State Zap Code Date of kspection B.Certification (cont) Inspection Summary.Check A B,C,D or E 1 always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist Any failure criteria not evaluated are' indicated below. Comments: Inspection Report prepared for Mr.Crag Lyon 13) System Conditionally Passes: Q One or moresystem components as described in the"Conditional Pass"section need to be replaced or repaired.The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Check the box for"yes","no`or"not determined"(Y,N,ND)for the following statements.If"not determined,"please explain. The septic tank is metal and over 20 years old"or the septic tank(whether metal or not)is structiurally unsound,exhibits substantial infiltration or eAWaSon or tank failure is imminent System win pass k portion if the existing tank is replaced with a complying septic tank as approved by the Board of Health. "A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N Q NO(Explain below): ts�nme•m.sne 75bs Oraamfi=P=niarsic SO:wtaeo Sewage Dbyzxyyyem•o42e2oT77 Commonwealth of Massachusetts . ':title 5 Official Inspection Fora Subsurface Sewage Disposal System Form-Not for Voluntary Assessments f14 Old Jail Lane PmpertjAddress NIF Doreen Kenn �"R'a` Omwfs Name information is V Y Barnstable �ou�unb� ti 02630 December 17,2017 State ZIP Code Gate o}lnspedion .B.Certification (cons) ❑ Pump Chamber pumps/alarms not operational System will pass with Board of Health approval if pumpsralamrs are repaired. B) System Conditionally Passes(Cunt.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ 'obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ NO(Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed ' system will pass inspection if(with approval of the Board of Health): Prpe{s}.The ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): C) Further Evaluation is Required by the Board of Heahh: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health.safety or the environment 1_ System will pass unless Board of Health determines in accordance with 310 CMR 15-303(1)(b)that the system is not functioning in a manner which wig protect public hearth,safety and the eavironment ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering Vegetated wetland or a salt marsh rg�uoc-rw.srf6 '. ToSOrL=M*ftmF;.= S&.�p;,�&M_•_W3cc1r i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 114 Old Jail Lane ftpertyAdd[M NIF Doreen Kenny . 0~3 Name Ufortnation is mquired for Y Barnstable MA 02630 December 17,2017 Pam cayrr— state Tp CodE Date of rnspection B.Certification (con.) 2. System will fail unless the Board of Health(and Public Water Supplier,if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soli absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a pubfrc water Supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water Supply well. Th e has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or from a private water supply well-. Method used to determine distance: This system passes if the well water analysis,performed at a DEP certified laboratory,for fecal ooliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. 3. Other. D) System Failure Criteria Applicable to All Systems: You must indicate"Yes"or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or dogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or dogged SAS or cesspool ❑ ® Liquid4 depth in cesspool iS less than 6"below invert or available volume is less than'r da flaw 'scaoee•rac&rs rtGo sORkim cKpoe;o„romc sowapo oil�.gm�a n Commonwealth of Massachusetts Title 5'.Official Inspection Form Subsurface Sewage D-isposal System Form-Not for Voluntary Assessments 114 Old Jag Lane Property Address N/F Doreen Kenny 0v rater oxtter's Name Mqw ed for wry Barnstable MA 02630 December 17,2017 page- CWTMn state Zip Code Date of Inspection B.Certification(cost) Yes No Q ® Required pumping more than 4 times in the last year NOTdue to clogged or obstructed pipe(s).Number of times pumped; ❑ Any portion of the SAS,cesspool or privy is below high ground water elevation. ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. This System passes if the weU water analysis,performed at a DEP certified laboratory,for feral cofdorm bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no otter failure crderira are triggered.A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a tx tty with a design flow of 2000gpd- 10,0009pd- ❑ ® The system faits I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,themfwe the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems_ To be considered a large system the system must serve a facility with a design flow of 10,00D gpd to 15,000 gpd- For large systems,you must indicate either-yes-or`no"to each of the following,in Addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ` ❑ ❑ the system is within 200 feet of a tributary to a surface drinlbng water supply ❑ ❑ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone 11 of a public water supply well if you have answered yes•to any Question in Section E the system is considered a significant threat, or answered'yes'in Section D above the large system has fated.The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department tSuicdte-[m.&t6 .. Two 5 hupommi rota[SdJanfam Sn.r�po3YWee�9rxc�•Papas d t7 Commonwealth of Massachusetts ,p Title 5 Official Inspection Foam Sra mrface Sewage Disposal System Form-Not for Voluntary Assessments 114 Old Jail Lane Properly Address N/F Doreen Kenny owner oamets Name Samstable required forevery.- MA 02630 December 17.2017 par cWt— State Zp Code Date of Mspecwn C.Checklist Check if the following have been done.You must indicate"yes"or"no'as to each of the following: Yes No ❑ ® Pumping information was provided by the owner,occupant,or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined?(if they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components,excluding the SAS,located on site? ® ❑ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction, dimensions,depth of liquid,depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: ® ❑ Existing information.For example,a plan at the Board of Health. ® ❑ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)1310 CMR 15.302(5)) D.System.Information Residential Flow Conditions: Number of bedrooms(design): 3 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203(for example:110 gpd x#of bedrooms): 330 t34acx•mr.NfB Tift 505dN FOM&t.0 nS—.,,p'ey�byaSem•PopoBdtt Commonvmalth of Massachusetts Title:5 Official Inspection Form. SIMSU face Sewage Disposal System Form-Not for Voluntuy Assessments 114 Old JaH lane PMPMV Address NIF Doreen Kenny Owa Owners Name required for every Bamstable MA 02630 December 17,2017 pass Carrrown Slate Tip Code IJg2e of Inspeam D.system information Description: Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system?(Include laundry system inspection ❑ yes ® No information in this report) Laundry system inspected? ❑ Yes ❑ No Seasonal use? ❑ Yes ® No Water meter readings,if available(last 2 years usage(gpd)): Private well Detail: 1 person lived there for 15 Years until recentiv Sump pump? ❑ Yes ® No Last date of occupancy: 2017 Date Commercial/Industrial Flow Conditions: Type of Establishment Design flow(based on 310 CMR 15.203): Gauo-w day(god) Basis of design flow(seatsipersons/sq.fL,eta): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings,if available: m�cam-mr.sns 7fmo s Oft hupoe9on Faanc Sawmgo Oupmal S�smm•P.ga�a n '. Commonwealth of Massachusetts Title 5 Official Inspection Poem Subsurface Sewage Disposal System Foam-Not for Voluntary Assessments 114 Old Jail Lane PrOPCIb Address NIF Doreen KenM( Owner Owners tame requir noon a Barnstable MA 02630 Deoember 17.2017 required fotevery �• city/r— State Lp Code Date of inspection D.System Information (rota) Last date of oaxipancyluse: Datc Other(describe below): General Information Pumping Records: Source of information: unk Was system pumped as part of the inspection? j] Yes ® No If yes,volume um ed: P p gdliwa How was quantity pumped determined? Reason for pumping: Type of System: Septic tank,distribution bore,soil absorption system Q Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shamed system(yes or no)(if yes,attach previous inspection records,if any) ❑ Innovative/Altemative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of West inspection of the uA system by system operator under contract 0 Tight tank.Attach a copy of the DEP approval. ❑ Other(describe): 7co SOfLOw Wponiai rant Suwalao 8awspOtrynw Aerom-Yepo eau Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 114 Old Jail lane Owler Propel Address N/F Doreen Kenny Omwes Name infom�on is for emy Bamstabie MA O2630 December 17,2017 St-tc Iv Code Gate of Inspection D.System Information (corn.) Approximate age of all cornponerlts,date installed(if known)and source of information: installed 10/4/1984 per BBOH Wefe sewage odors detected when arriving at the site? ❑ Yes No Building Sewer(locate on site plan): Depth below grade: 2.5 feet Material of construction: ❑cast iron ®40 PVC []other(explain): Distance from private water supply well or suction line: >100 feet Comments(on condition of joints,venting.evidence of leakage,etc.): joints tight venting fftrough dwelling adequate no evidence of leakage Septic Tank(locate on site plan): Depth below grade: 1.5 feet Material of construction: ®concrete ❑metal ❑fiberglass p polyethylene ❑other(explain) If tank is metal,fist age: years Is age confirmed by a Cerhfrcate of Compliance?(attach a copy of certificate) Q Yes ❑ No Dimensions: 1000 gallon Sludge depth: 4^ grseoe•a;sns Tides OMeaf mgndaorcmr SwrngoDV-.m •pye 9dt7 Commonwealth of Massachusetts Title 5 o##'icial Inspection Form Subsurface Sewage Disposal System Form-Not fir Voluntary Assessment 114 Old JaQ Lane Properly Address NIF Doreen Kenny Owner Owners Name infarrrratiort Barnstable f�evtxy � MA 02630 December 17.2017 stm Zp Code Datr of hsspeatan - D.System information(cunt) Septic Tank(cont) Distance from top of sludge to bottom of outlet tee or baffle 30" Scram thickness t1" Distance from top of scum to top of outlet tee or baffle 8 Distance from bottom of scum to bottom of outlet tee or baffle 1 W' How were dimensions determined? dip stick,tape measure _ Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural in ' liquid levels as related to outlet invert;evidence of leakage,etc.): �� maintenance pumping recommended every two to three years,inlet&outlet tees intact,liquid level appropriate,tank seems structurally sound no evidence of leakage Grease Trap(locate on site plan): Depth below grade: fee! Material of construction: ❑concrete ❑metal ❑fiberglass ❑polyethylene ❑other(explain): Dimensions: Scum thickness Distance from IOP of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping:, cote tSona.�c•ro,i;Hit Tft S Ordw hVOCdW Fams Suewaftw Saecp 04W%at System.Pape 7C M17 Commonwealth of Massachusetts qjTitle 5 Official inspection Form Subsurface Sewage Disposal System Fore-Not for Voluntary Assessments 114 OId Jail Lane Property Address owner N/F Doreen Kenn i+damm6on is Owners Name reQuiredforevaq'Barnstable MA 02630 page. C7pdTowre December 17,2017 State Zrp t:«ie Dare of h7speCion D.System Information (cons) , Continents(on pumping recommendations,inlet and outlet tee or baffle condition,sbu ral integrity, liquid levels as related to outlet fmrert,evidence of leakage,etc): Tight or HOkrimg Tank(tank must be pumped at time of inspection)(locate on site plan).- Depth below grade: Material of construction: D concrete ❑metal ❑fiberglass ❑polyethylene ❑oftw(explain): Dimensions: Capacity: Design Flow: gallons perday Alarm present ❑ Yes ❑ No Alarm level: Alarm inwortdng order. ❑ Yes 0 No Date of last pumping: - Daze Comments(condition of alarm and float switches,etc.): Attach Dopy of current pumping corttr ea(required),is copy attached [] Yes ❑ No �doe•ieut 6t16 T'*5D man Jm7Fmnr 5v�uh�oS^"-,q,oi p •P�B17 d7T Y Comnlomueatth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Vokuntary Assessments 114 Old Jad Lane PtoylMtr Adyess OwnefM Doreens Kenny Owner Name BAamason fs requaed for every f3amstable MA 112630 December 17,2017 �' �`R°"'^ Stain I,P Code bate of t D.System Information(court.) Distnbution Box(if present must be opened)(locate on site plan). Depth of liquid level above outlet invert a, Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover any evidence of leakage into or out of box,eta): db0x seems level no evidence of leakage Pump Chamber(locate on suite plan): Pumps in working order. ❑ Yes ❑ No- Alarms in working order. ❑ Yes ❑ No' Comments(note condition of pump chamber,condition of pumps and appurtenances,etc,): If pumps or alarms are not in working order,system is a conditional pass. Sod Absorption System(SAS)(locate on site plan,excavation not required): If SAS not located,explain why: roes Offidtl trspoeoon Wessby.raacScw�geplgo,�9Ynma• 12&17 Commonweatth of Massachusetts Title 5 Official Inspection Forma Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 114 Old Jail Lane Address WF Doreen Kenny Owner Ouwtel5 P�rrre _ information a r�red for every Barnstable MA 02MO December 17,2017 - cAyffown 8=8 OateorInspection D_System Information(oont.) Type: ® leaching pits number, (1) ❑ leaching chambers number. ❑ leaching galleries number: 0 leaching trenches number,length: ❑ leaching fields number,dimensions: ❑ overflow cesspool number. ❑ innovative/altemative system Type/name of technology. Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation,etc.): (1)6 X6 Precast leachpit with stone,no signs of breakout,backup or hydraulic failure,soils sandy with some sift&cobbles vegetation typical Cesspools(cesspool must be pumped as part of inspection)(locate on site Plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5n:0oe-rw,fins Tmo50t7oc�tnpoaionFocY ��-�13 ar17 Commonwealth of Massachusetts Title 5 Official inspection Form Subsurface Sewage Disposal System Forth-Not for Voluntary Assessments 114 Old Jail Lane Property Add[as Ovrrier NlF Doreen Ken i � owners Name requiredforevery Barnstable MA 02630 c;,y� scale December 17,2017 Coda Daze of Insperlion D.System Information (coa) S•rte Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water >25 feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked,date of design plan reviewed: . Date ❑ Observed site(abutting Property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health-explain: ❑ Checked with local excavators,installers-(attach documentation) ® Accessed USGS database-explain: Town of Bams{able's Goundwater contour mao You must describe how you estabfthed the high ground water elevation: Town Of Barnstable's Goundwater contour ma indigtes roundveater at 25'below ride ,Before fifmg this Ins pec ion Report,please see Report Completeness Checidist on next page_ t9%ex•rw,6/S8 TtftS OTCW kapeCLon FOM&"MM ')'6 a SYdM ANP 16 of 17 tI CommOnweaith Of Massachusetts Title 5 Official inspection Form Subsurface SevraW Disposal Sy-ftm Form-Not for volunWy Assessmnft 114 Old Jail Lane FrOMWAddreW NIF Doreen Kenny mfommarton is Lvffwrs Name required for every $ams(Lble page. cdyfYovm. MA 02630 December 17 2017 State TJD Code Date of hgp®L E.Report Completeness Checldist ® Inspection Summary;A.K C,D,or E checked ® In On Summary D(System Failure Criteria Applicable to All Systems)ODMpleted ® System Information—Estimated depth to high groundwater Sketch Of Sewage Disposal System either drawn on page 15 or attached in separate file i�lbdd':ML el16 7No5016ed wDerbon i'mec s�grtfsm$o.,yyp o� .p�17 d1) CommollafeaEth of Massachusetts -Title 5 Official Inspection Form -'.Sefserrfm*Sevrage Deposal System Form-Not for Voluntary Assessments 114 Old Jai Lane PMpVVAft ss Oxacer W Doreen Kenny irdamation is ownws Nmne P reqWw far bte MA 02WO De cember 17 2017 staoe zw cW* Daft of D.System Information(corn.) Sketch Of Sewage Disposal System:Provide a view of the sewage disposal system,inciuding ties to at least two permanent reference landmarks or benchnwk-.Locate all wells within 100 feet Locate where Public water supply enters the building.Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separA*- po -35 zAl 2 tv T5 mrosomea amema.w,�ae.Wrc.9«.oprueamm srxam•Papofamrr - A i Page: CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory Report Prepared For: Report Dated: 01/05/2000 Roberts,Deborah Real Estate Order Number: G9904607 Deborah Roberts PO Box 5 Barnstable, NM 02630 t—c2 Laboratory iD#: 9904607-01 Description: water-Dr;nldng water Sample#: 04607 Sampllne Location: 114 Olde Ja11 Lane,Barnstable Collected: 12/21/1999 Collected by: Deborah Robe Received: 12/21/1999 Routine ITEM RESULT UNITS MCL Method# Tested LAB:IC Lab Nitrate 8.4 mg/L' - 10. EPA 300.0 12/22/1999 LAB: Metals Copper 0..4 M91L 1.3 SM3111B 61/05/2000 Iron <0.1 .0.3 SM 3111B 01/05/2000 Sodium 22 M91L 20 `'SM 3111B 01/05/2000 LAB:Microbiology Total'Coliform Absent P/A Absent P/A 12/21/1999 LAB:Physical Chemistry Conductance 307 umohs/cm EPA 120.1 12/22/1999 pH 6.1 pH-units EPA 150°1 12/22/1999 Note: � ",�__T�_ ° The water sample_has higher tfian average levels of Nitrates.rMonitoring-is.recommended'(2'3-times-peryear)'to establish' any.upward trends. Sodium result higher than'average- ent maywish to contact physician if on low sodium-diet— By: APProved (Lab Director) �X6hdclo Superior Court House, PO.Boa.427, Barnstable, MA 02630 ,Ph:508-375-6605 LOCATION SEWAGE PERMIT NO. V,ILLACE ;` J0 C r7 - C a INSTALLER'S NAME & ADDRESS BUILDER 0 OWNER DATE PERMIT ISSUED Q DATE COMPLIANCE ISSUED -- - - —, �. -� ---_.� .� � -�. � � � � �- �� , .sue � � , � .a. � ., �,��, �—� �� .. �'�' .. �... �;n r _ f.a. i�--. - _ � - .�.r x r. A Fas_$•i THE COMMONWEALTH OF MASSf.OX LcETTS • BOARD F HEALTH ..................0 F......... `LfA��ctr._........... __.._ PPUrtti4nu for R511,15al Wnrkii Ulnnstriutintt rrmiS Applimdon is hereby made for a Permit to Construct(�Repair( )an Individual Sewage Dispo• ,System at: I LA-L.c......I -- 203 Ile• _._.._-----•—J�l tS.._I AVGSot�_._ -- ..................................._.. b..__. nda«.. U Type of Building °der"'• size-Lot...2.t..o...�.laL_S�f.et Dwelling—No.of Bedrooms................._...��• ( ) Garbage Grinder fWi) ,_7 ��-��.....Bx pansion Attic ah Other—Type of Building............................No.of persons..................--........Showers( )—Cafeteria( ) GOther fixture�,.-...'.......................................................................................................... �i W Design Flow'.. low...................�.. ......--. P p per day. Total daily flow.................... }...� .gallons per person .3.:7.L2.........:.gallons. 04 Septic'funk—Liquidcapacity.OilRyallons Length............._.Width-........_.....Diameter................Depth...._.......... U S Disposal Trench—No...:-......--.--....Width..�7.t.........--."fond Length...-......_t.-...Total Ivnchin Seepage Pit No....................1Jiametee.......¢......-.Depth below inlet._...(e. Total leaching arm..LQ.Q...sq.it. y Omer Distribution box( )✓) Do' tank P ( ) l T � Percolation Test Results Performed by.[S.(leCTfiR..'.Et1,Y.tT_-.1/:.T11utJ1J . r.�..1/'- .-1 Test Pit::No.L....`.2�rninutes per mch Depth of"feu Pit......j3.....Depth to grunnd aarer........,�,,,,.... k. Test Pit No.2..................imnes per inch Depth of Test Pit............_......Depth to a pt ground—ter............ o ................................................................................................................................................:.....-..... Description of Soil...X ............... ...........................................r....-............ v4 Co.Ai7 sa.........�( i 14 ........:....._r!.A V.t ......::::::::::::.::::::::::::::::::::::::::: u ....................................:.................................. w _....-.....ppli...bl..........................................._-... U Nature of Repairs or Alterations—Answer when applicable............_.................._._:......................................................... .................................................................................... Agreement: The undersigned agrees to install the for escribed Individual S ,ge Disposer System in accordance with the provisions of TITLE 5 of the State Saoi r Co . e u si further a r operation until a Certificate of Compliance u d b the bo g s of ro place the system in Stgne.... ....1..........._.... ..................`. :.! .-.............. ......_.... Application Approved By.--------._.-..... Application Disapproved l the or ollourin l 9 rearonr:..............................................................................................................- ........................................... ........... ............................................................................................... na.e Permit No.. -------- ........................ Issued_................._....... ti s No.......�..4..�� .. � Fizz.....J�....................... THE COMMONWEALTH OF MASSACH_LXZETTS �---� BOAR® JQF lHEALTH '...�. ...............OF......... P!`N_ [!1'sl. ................................ AVV tratton for Utipos al Works Tontrurtton Frrmit Application is hereby made for a Permit to Construct ( ' or Repair ( ) an Individual Sewage Disposal System at: 0� A a .........................._......oLn.....4AU�---•••--- -•---•-----...----•----•--•--•`•--•-.....--.I...-G-----•-----•------..........---•--- ...... Location- ress —or Lot No. .....------•----•-_----- 11A .... ------ OwnA.er �t Address ,-a a. ....... ............SQ.�eet Installer" Address Type of BuildingSize Lot... ...... .. . ... Dwelling—No. of Bedrooms.... Attic ( ) Garbage Grinder W#) Other—T e of Building No. of persons............................ Showers — Cafeteria W Other fixtures .--------•-----------------------•----------- ___gallons per person per day. Total daily flow____ _______________• _ 0__.....__.__gallons. W Design Flow.---•---------------�•,-----tt....-• g P P P Y• Y - - - WSeptic Tank—Liquid*capacity.lgallons Length________________ Width................ Diameter---------------- Depth................ x Disposal Trench—No. ............... Width__ �__.._.__.___ Total Length..............I..... Total leaching area... sq. ft. Seepage Pit No.___.___�__.____._.__ iameter___--•-- _...._ Depth below inlet......U�.......... Total leaching area_.�_C�__.sq. ft. Z Other Distribution box ( P) Do tank ( ) TT gyp- /� o� '_4 Percolation Test Results Performed by _�-.._�_ _ _"..-lam-°__l 0...BI Date..__.�.72'� 7' a Test Pit No. 1.....`Z—eininutes per inch Depth of Test Pit______ �______ Depth to ground water........-,�__--. fi Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a --------------------------------•--•-------------...-••......-------------------._........_•---_...•........................................................ 0 Description of Soil___________________ ________________ ---- _ x t., .......... t n .................................................... W •--•-----•---------•-----------------------•----•--•--------...._..•------•-••--•----•...-•-••------•---••--•--------•---•--------------•----•----...••--•------•--=•--•-••-••---••-----•-----.:_...._. V Nature of Repairs or Alterations—Answer when applicable................................................................................................ • -----.-•-------------------------•-•----._...---•---------------------------------------•---.._.....-------•-------•-----••-----...--•-•••••-•---•-----------•--------------------••------------•------- Agreement: The undersigned agrees to install the for described Individual S age Disposa System in accordance with the provisions of TITIE 5 of the State Sani r Co e u si further agr s not to place the system in operation until a Certificate of Compliance is u d by the bo S ---- ....................... ... ........................................... ....... ...............-.... D to Application Approved By................... �,,.. _ ._...................... ............ Date Application Disapproved for the following reasons_________________________________________________________________________________________________________________ ......_...__•-•-•---•.................................•-•-•---------------_...._......_..---•-------...---------------•----•-••-•-----------------•-•---•------------•----••--------•••---••------------ Date PermitNo......................................................... Issued...................................................... Date FEB.... .D-............... ,. THE COMMONWEALTH OF MASSACHUSETTS , ` --- BOAR® F HEALTH 'f . .._. .1,U..1. .. .................OF........ f�►.�? !�� U. , pphration for Disposal ork ,Cron rnr ion eratti Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal System at: ' ................---•-•-----.....�E......... V!� - .L�:........ ..._........-------------------�° c......--------.._..........-------- /� Location- -ddress a or Lot No. .................................f ='�--... �C., .....----•...................................................................................... Owner Address a _ ......•-- .... .......................................... -•---•----................................. Installer Address 1 Type of Building Size Lot..1t.a 2>-_�4...SC}...feet aDwelling—No.of Bedrooms.........."...�j..........................Expansion Attic ( ) Garbage Grinder )jp ) Pk Other—Type of\Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Other fixtures W -------- Design Flow...................:S_.. ----�-----------gallons per person—per day. Total daily flow.............:.......) .............gallons. WSeptic Tank—Liquid capacitykXX).gallons. Length................ Width................ Diameter_.._____--__-___ Depth................ x Disposal Trench—No. o. ..:................ Width .l............. Total Length.............o...... Total leaching area.. ............sq. ft. Other Distribution box ) Dos Depth below inlet.....6.......... Total leaching area. _ ....sq. ft. Seepage Pit No______________�Drameter._.. Z ( , tank ( ) I � ,( Percolation Test Results Performed by�p.:--_ti- ,.._ ..�N- _ ..:._ :. L!!?_..J"1% Date........................................��` 14 Test Pit No. ..... 'Z..-minutes per inch Depthv of Test Pit-__-__ y ....... Depth to ground water....... 44 Test Pit No. 2..............:.minutes per inch Depth of Test Pit.................... Depth to ground water........................ --------•--•--------•--•-• --....•-•..............•--•--..........-•••----.......---•-----•--....----...----•-•--------•••......•----•---•--_---- ODescription of Soil...................................................//`P ------•----•----•----•..._---- U .-•..--------•.........................••_•-'_.._°.._._L� ..1.( . 3 _____.... _ .,_ .)�• _._.._._..___'-.. �'_ _�3.-.`r:'�sr.n►..................................................... �1 ............... ...........................................................................................•---...,:..._.........._..............__........._........_..............._..._._.._......... U Nature of Repairs or Alterations—Answer when applicable............................................................................................... ---------------------------------•-••--•------------•------•---•---•----------------.....---••-•------------•--------------------------•-......--------•------.._..-----•--------------...._•-•-••_..... Agreement: //''�� The undersigned agrees to install the faforledescribed Individual Sewage Dispos System in accordance with the provisions of T IT LE 5 of the State Sani�r}i Co,�e -•Ttie and rs n ?further agr es not to place the system in operation until a Certificate of Complianc�fias-b rf issued by the bo .•d Sgn .... f�....'.......... . ..... ...-------------`_...... _� .......................... � ate Application Approved By................. -- ........r;c'L;;. . . ..................... ........... ..Zd Date Application Disapproved for the following reasons:-----_•.....--•-----•------•-------•------------------------•------------------------------------...........-•- ------•--•-•-•--•-------•------•-------------•-•-----••------......-•=---•---------...-----•------•--•--.-•-----------------•-•------••-----•--•---------------••----•--••-•-----•------••••--------•--- Date PermitNo......................................................... Issued...................................................... Date THE COMMONWEALTH OF MASSACHUSETTS r BOARD OF HEALTH . �. . ...............OF......3... .(I.d-Vie) ..'...r",j. :::a.............................. Tprtifiratr of TontpH anrr I S TO RTIFY, That the Individu Sewage)Disposal System constructed ( ) or Repaired ( ) by ...... --- :........ ....... .... .. -- • -r-----------:...----.._................-----------------------......_ �Y ", al r j at---- ----- -----•--•--- _ .-•.4-.•--------- ------- ------------ ---------- ---..... L-�._C____--•------------------------------____-•-------------- has been installer • accordan e with the provisions of TITLE j of Th State Sanitary Code as described in the application for Disposal Works Construction Permit No. r ........... dated-............................................... THE ISSUANCE O� THIS CERTIFICATE SHALL NOT BE'CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. - ��-� DATE.... Inspector------------------------------•---------------•-•------...................-----•--- THE COMMONWEALTH OF MASSACHUSETTS BOAR OF. HEALTH C ~ No. ...................... FEE.... ....... Mops kS T S it pamit Permission is hereby r ted ,,,_..y --.-•--------•-......---••-•....................:; to Constru ) aar . a I rdual Sew, a Drsposal stem , at No. a + "rG' '' •••. !: `! Street +' as shown on the applica for Disposal Works Co struction Permit No..................... Dated........................................... /• l //1 Board of Heal,h L J _l1. DATE -------•---••---•--•---••-•--...--•----------------- Y FORM 1255 A. M. SULKIN, INC., BOSTON r' *' FAMIL_`C - 3 BGORODM ��EEr ( Or Z >J o GAQeAb& 69j►JDE2 CI 4 D/mLY Ftow ^ IIOX G.Pp SEPT%C, TA►JK = 33 X15o% = .49rb.P � y51` t 000 GAU. Dt5Po5A� P►T v5E I o oO Ls\V L.L AeCA. = ►�oS.F A t � 5 D /�GJL ' I c.�2,'3"O 150 5.1= x .2.5 - 3`l5 G.Po �f� I"LA1.1 DN � N � BOTTOM AREA= , j O 5.�._ I 5o S.F X. I• o 5o G.Po LoT ,,; 'ToTAU- DESIGN = .4.25 G.PD. A 'TaTAL DA ►�-Y FL-ov! - 330 G.Po PE2co�AT►oN GZATE 1"Inj ZMIN OP-L N2N I; 0�k Of ` 'M.• ..'�` -r. p�'1 DAVID I=ctCHAFD v /� C. N �- A. THULIN In BAXTER H tj Nu. 29976 y 1" tom.2.048 A -P S- F- �No s�F,� lom F64 TOP FNU dap qz INV. 9 d. it Ioov INS }M �, DIST. INS Gay. l ,,�- SEP7iC �tJt �./ IOpO INV. 13uX 43,E TANK Z/u GaL_. S7 �.EAGI� PIT INV. INV. wlTu ICoarlSa I'j3�9�i%L WASUGD f,TvNG ; F G A I-c'T P L A►J C QT i ► P E i I PRUFIL� L 04 A-T 10N NO SCALE SGALE C UUaCls1L- I�LOPoSt�� ' PLP,ti1 REFE2ENGE ° � ��T��Y TNAT TN'� bww.•ar,lu(a SNowN A µE.QEot l GOMPI-`{5 1rJITN-THE S 1 oELIt l AuD SETQAGK QO%Q-EMENT� �q F �N�' PL . T3►C • ZCoQ �Lo , ZZ L-OCP.TED WITN1�1 TNT GLoaD PLAIN I, DATE BAxTE2z PIPE INC. REG I SZ��E*� ►-AN D S u 7-sl Tuls PL&tlJ 15 KAUT o►d A �STE2vILL� - MP S• ( c>-TRuMENTpTO DETe?-M►. ' L_o�'ET NESU� APPLICA►-rT � - I, Massachusetts Water Resources Commission/Division of Water Resources WATER&WELL COMPLETION REPORT WE L LOCATION Address City/Town G.S.Quadrangle Map `7 Grid Location ��° Owne �f a C w� Address / hh S_ ( /y�14 _ r �..- /IfMELL USE CONSOLIDATED WELL. DomesticEl Public ❑ Industrial.❑ Type of Water-bearing Rock Other Water-bearing Zones METHOD DRILLED 1) From To Rotary(type) Cable ❑ 2) From To Other 3) From To 4) From To CASING ` n Depth to Bedrock Length_Diameter !� Type AYE UNCONSOLIDATED WELL STATIC WATER-LEVEL Water-bearing Materials Feet below land surface � Sand: fine❑ medium Q Q coarse Date measured - Gravel: fine medium❑ coarse Screen: _ GRAVEL PA K WELL Slot# `7 length from �� to Yes [] NoC!fe Split Screen(or 2nd screen) WATER QUALITY TESTS MADE Sloth length from to. Chemical 43,� Biological � Depth To Bedrock PUMP TEST Drawdown feet after pumping days hours at GPM. How measured Recovery feet after hours.' LOG of FORMATIONS COMMENTS: (On well or water) Materials From To • o RILLER H Firm ,. o{ Address/O1i464 3&.4 a,21 A121 ` City i9g. b N/t41.4 S��_ Registration No. Aerator s ignature Please print firmly 10M4V81.164843 t vfy 1 LEGEND: (EXAMPLE)2868 DOOR = 7-8"(37')WIDE x 64"(80")TALL DOOR ��D INCHES TECHNICAL DESIGNS IMAGING FEET .Computer Aided Designs . INCHES ____________________________________________ FEET Glenn A. Mitchell NEW FOUNDATION (Route 53' 20_g•' - - 4'-10" 2'-0" 775 MAIN STREET 28),SUITE A2 \• EXISTING 19-WOE FOUNDATION WALL WEST DENNIS,MA.02G70 Work: (505)3GO-750C 7'0" 28'-0" 18'-6" 14'fill 6<•, ' .' .. PROPOSED 8"WIDE FOUNDATION WALL Ema4:tecM1mcaldesignsimag,ng@gmail.�om Web Page:http://d.ft.a,terOOI.w�x.coM-tdi f f [ f f f /// ///�• i�i. PROPOSED fill WIDE BEARING WALL S-S' 3-0" 7'-6" 13'-0" T-6" 9"" 9•-2" 1UAT" 10'-3i, 4'-Bill 5}" CERTIFIED DRAFT5MAN @ 1978 -41 YEARS EXPERIENCE- W C7 -ALL WORK GUARANTEED- O H D_U) DESIGN'/DRAFTING EXPERIENCE: wX 8x8 DECK POST - •xan.nc-nmu•smurnmu•ava•w,rc+uvrcu 8-LU (4 TYPICAL) 7j5' - ' 2x6 P.T.PLATE ON \ TOP OF NEW 8"WIDE /;, CONCRETE KNEE WALL f Comments ABOVE GRADE ___________________________________________ (TYPICAL aQ BACK OF DECK POST OOTIN v `\ AS-BUILT DIMENSIONS WERE HOUSE,SEE SECTIONS) 7 2. (4 TYPICAL) TAKEN BY T.D.I.-USING DIGITAL i' MEASURING TOOL,BUILDER TO 1 OW?g" VERIFY EXI5TING CONDONS .�� 10 ` ITI PRIORTO-CON5TRUCTION. DECK OUTLINE ABOVE —————— —————. ——— —————— ___________________________________________ 09D7090 OH // CENTERLINE OF \ 2 ——— —J ——————— —— I ———————— L—————————————— POST 8 RAILING \ F F /, ABOVE L) O - �-•i — —J L--- J------- I DECK ABOVE L— J L J 3j 3.�.. r'3261 —, — STEEL CTR2810 I DOOR ( ( I I I I 3 EXISTING 2x6 4 BEARING WALL ON TOP OF EXISTING 10" 1 2 OVERHEAD DOOR OVERHEAD DOOR RAMP DOWN CONCRETE SLAB I WIDE CONCRETE ------ --- ----------- (AS NEEDED,SEE SECTIONS) I DOWEL KNEE WALL(TYPICAL - - i EXISTING @ BACK OF HOUSE) - 8"WIDE FOUNDATION WALL (TYPICAL-SEE SECTIONS) ( ( \~\ L J - —�—aOs fPS510(SR) 1\ ',1 REVISIONS 1 E09S S.F, 23 3 TOP OF NEW FOUNDATION UP ( \ OPENING ( ) III GLDER \• 3 f NEW CONCRETE SLAB, IF�12' ] @ 12" _ 1 1 NEW BASEMENT 5'-3" 3'-8" g'-0" ] BEAM POCKET N. \ No.21'-6" 14'-2" TOP OF SLAB-7'A"BELOW DATE D5N.B . c VERIFY WITH BUILDER Q DESCRIPTION WALL 14 RISERS STEP DECK .I `m" - � � 'S, I S7EP ABOVE FEBRUARY 15,2019 G.A.M. '1 EXISTING CONCRETE SLAB n 1 1 2'-0"WIDE FOOTING I z p ( 1 1 COMBINED' 'F. r a TOP OF SLAB-7'-1"BELOW „• 11$ (TYPICAL-SEE SECTIONS) CONCRETE STEP/LANDING fn @ \ ' - I ARCHITECTURAL G STRUCTURAL ] TOP OF EXISTING (4'b"WIDE x14'-5"LONG x7 zhz"RISER) w in x DRAWINGS INTO ONE GROUP, FOUNDATION WALL W/4f"z14-5"x12"DEEP FOOTING BELOW ti d I� \ ' MADE WIIANGE5 PER MARKED-UP S 1 1 [)RA NG5 MAILED TO T.D.I. CTft28101 ( 71" IS." 13-4 124 ] 3'-2" 8'-10}" I) ,I,Io, \ s-� I 1 AND RECEIVED ON O I-30-2019 s - I ] t 42,2 " I - fill WIDE BEARING WALL 1 ' \ —— a 6"0 STEEL COLUMN NEW FOUNDATION 3•�" I (2 TYPICAL) ' \ I Q STAIRS(TYPICAL) 1 6"0 STEEL COLUMN f (2 TYPICAL) 7 STEEL BEAM r 4 x - L — ,.-.�..�.._._. >:.,�__--®�_.. .._.� m->-s :.- -.-._ \ STEEL COLUMN \ 3$. 28•{I" - aiL————— FLUSH FRAMED JOIST L_ IN BEARING WALL - ..-(� —F - EXISTING 12 9 L _J L J q L FOUNDATION - - BEAM POCKET 3 REQUIRED I 2'4"x2'-0"x12"DEEP ¢ - DEEP i i COLUMN , ti ( f COLUMMNN FOOTING (VERIFY WITH I COLUMN FOOTING \ x w{w w(w (2 TYPICAL) L BUILDER) EXISTING BASEMENT m t Q 8-0 I I 8 9 v. i.113x S.F. } D' EXISTING 10"LMDE FOUNDATION WALL 3 8" —————— a k] <k'] (TYPICAL-SEE SECTIONS) \ CLIENT: L_—_ _ .y .Om'.I w Om LL 14'0" 0'i]y m 0 - _ H ]Ow O ASSUMED EXISTING T-O"WIDE FOOTING —————————— g•q^ i t (TYPICAL-SEE SECTIONS) \ I I I I N a o \ I C RAI G LYO N Z 2z6 P.T.PLATE ON TOP X JZI 1 1— p FFF5'-7}" 1 OF NEW 8"WIDE FULL NOEW TO BEAM POCKET o0`iv `\\ I\L5 I D L N C L `. 6'-0" s5 HEIGHT CONCRETE WALL EXISTING 6X6 P.T.DECK POST I (TYPICAL,SEE SECTIONS) \ (VERIFY WITH BUILDER) v$ F- r , (2 TYPICAL) r— I — t EXISTING 2810————— ———— n ———— ———EXISTING-— \ 3'0" 14 OLD JAIL LANE D., _ \ / — 1 BARNSTABLE, MA. -- tf 12"O SONOTUBE ON / 02630 2'E"x2'-6".12"DEEP J \ \ / COLUMN FOOTING (2 TYPICAL) - \ TYPICAL W - POSTABOVE ———— O 2'-0"x6'-2"x12-- (2 TYPICAL) SCALE: AS NOTED p STAIR FOOTING 0 IX U 8 a 4" 4'-0" 5'-4' S-10{}'Y 4'-21i"z 6'-0" 4'-2]t"S Y-O" 3--gill 33'4" S-11i" PROPOSED BASEMENT T-D" 19'-6f9": 14'- '4 44'-1.. 2'-0" PLAN i 38'-0" 43'1" NEW FOUNDATION EXISTING FOUNDATION _ BASEMENT BASEMENT PLAN ° APPROXIMATE PLAN SCALE: 1/4"=7'-0" �' PROJECT DRAWING NUMBER BASEMENT PERIMETER — 2,522 TOTAL S.F. NORTH n r 2019 ARCHITECTURAL&FRAMING PLANS A- SHEET 2 of 18 LEGEND: 1 r D•i• - (EXAMPLE)2868 DOOR - 2'4'(32")WOE x 6 8"(BP')TALL DOOR \l ° TECHNICAL DESIGNS IMAGING . B7 1 FEErINCHEs Computer-Aided Designs INCHES ______"___"__ 53'6" 20'_9" 410 20 FEET 775Glenn MAIN EAET(RMitchell. NEW FOUNDATION PROPOSED 6"WIDE EXTERIOR WALL WE5T OENN15.MA.02G70 Work: (505)3GO-75OG T-O" 28'-0.. t8.-0. PROPOSED 4J4"WIDE INTERIOR WALL Small:technlcaldes,gnslmagmg@gmall.com Web Page:http://drakmasterO01.wi—W-tdl ct c c c c c ........................._______"___________ 3'8" 3'-4" 7'46" 13'0" T-6' 9'-0" 9'-2" 10'-1# 107-31" 4'-B}" 5T- CERTIFIED DRAFf5MAN @ 1978 - -41 YEAR5 EXPERIENCE- -ALL WORK GUARANTEED- DE51GN/DRAFTING EXPERIENCE: 8x8 DECK POST •.cwsrEcnxaµ•smr7vaµ•ava•,xEcrraucµ (4 TYPICAL) F-7j' c Comments. -'- EDGE OF DECK ' 3'-0"x3'-0"x12"DEEP -/_— - - DECK PGET FOOTING _ —\\ CENTERLINE OF A5-13UILT DIMENSIONS WERE z (4 TYPICAL) - POSTS RAILING - -TAKEN BY T.D.I.U5I NG DIGITAL _ MEASURING TOOL,BUILDER TO FINISH TOP� DECKING to'-7,°" VERIFY EXISTING CONDITIONS 0'-3y" o 1ST FLOOR _ (TYPICAL) PRIOR TO CONSTRUCTION. J I C� SCREENED-IN K40 DECK, _- ENTIRE DECK 405s S.F. _ I I q•-q" 3j"J 4'-S" 34'-0" 18'-6.. _ 3 q _ _1ST FLOOR T 6-9" se s7 DECK PM1052(AA) C I �J, STEP� 8'0" / - - 2'E" @ L 4'-9" 12'3" 4'-2^ I 1 SCREEN DOOR fFWGD8068(SR) - OE 4-z a-0 REVISIONS w �1 GLIDER 1 21'-0" 12'8" w ® e'-0^ zo•-0•• GREAT ROOM 6" 3'-2" 6" 4'-3" ---I DATE DSN.B 5'-10'• NO. DESCRIPTION ¢ 857±S.f. 2'b" 4'L" 3'-9" 4'1"+3'-9" i6'-7" PEBRUAKY 15.2015 G.A.M. DOE II I �o x 4r.COU s4 m ` STEP -II"- c 11'-8" COMBINED i T-4a" ARCHITECTURAL C STRUCTURAL i�z4 DRAWING5 INTO ONE GROUP, 33'-10" Q Q w KITCHEN DINING ROOM - MADE CHANGE5 PER MARKED-UP Illul cos T-0„ 5 DRAWING5 MAILED TO T.D.I. TW21052(AA) 479±S F. 200 z S.F. 5'-10" L e'-3" O Q s7 AND RECEIVED ON O I-30-201 9 7� •7'-10"C.H. •T-10"C.H. 47-21,j" 5-0" 64" T-11" 5-0" 4',1" STAIRS :3ox:4-1r-3" . 4.-0,. NEW FOUNDATION 57±S.F. 1 O C 31 ro1LEr EXISTING„ 13'-0„ 2'0" _— _ws --- 3-0} 3'-2" FOUNDATION # - 3 - - _ OER a () WALL IS NOT �.� z414s- - i RECRicERnroR __ ____z4Xw- z44 21'-11" 2-TWf2827 IF) FULL HEIGHT '�10/ i 2'g^ ---- ----- C �\ •`. 8'-0" �i ON ze14a CnE1NErs AeovE �I I� BATH#1 '°sa �(�� 14 RISERS STAIRS - - - - 4'-0" 1`'...1.I 4-0 1A iS.F. ,\ a�� _. w-ss9- .is6s 8.-8.. 4.-0..± T s' LIVING ROOM FLAT 3-TwzBSz(AA) n� LANDING s•-6" - cwsEr s6±s.F. L y._B" CLIENT: " l�'� 335±S.F. CEILING 2•-0^ - _ &CLOSET ( (F j 2-TNR852(PAI _ `�� \ '17'T'C.H. ABOVE 42 z S.F. 14'-8" .! t Q - , ————— --`—_ 4'-10" II II o s 8" -.3:11 6�7.. 4.2�..�3._2}"� .� V 1 V. `I V L 1�O N- ' s'-o" 1 COVERED PORCH FOYER 5,-0„ HALLWAY �214 3 Riseas 4--1" I RES I D E N C E < ss Btx S.F. I1 �, 195±SF. 5-0 114a S F. '-11" AE TIRE — 13 L J TYPICAL -0rN" 1 1A4R NOSLTDA JBALIEL,LAMNAE , 4.3"± B _ 4,- DP � 02630 S) 2-MEATS= �S�GY9 �H ... 3 RISERS / (H 1 TV 45* PICAL 6.0.. /_, o REF_ / g C- �- SCALE: AS NOTED x Y s a B D 3 D PROPOSED. o 4'0.. 3' ..± 3-0 Y-O" 4'.1 IT' 7'1j.. 3'g" 3'9" 3'-0" 16'-10" 3.-0. Ire--r (STAIRS) TYP. C TVP. C C C C FIi\ST 6'-O" 21 FLOO R TYPICAL a'-2}y'4 15'-1" 7'-6'• '$" 2'-0" - PLAN. 43'-1" NEW FOUNDATION EXISTING FOUNDATION FIRST FIRST FLOOR PLAN %>> APPROXIMATE FLOOR PLAN SCALE: 1/4"=1•-O•' � PROJECT NORTH DRAWING NUMBER 1ST FLOOR PERIMETER 2,498 TOTAL S.F. °2019 ARCHITECTURAL&FRAMING PLANS 1ST FLOOR LIVABLE 2,444 TOTAL S.F. *NOTE: A-2 1ST FLOOR REAR DECK 405 TOTAL S.F. DRAWHIA'GBY..OL 1ST FLOOR FRONT DECK 81 TOTAL S.F. GRAND TOTAL LIVABLE FLOOR SPACE: 4,654 S.F. SHEET 3 OF 15 LEGEND: T.D.I. (EXAMPLE)2868 DOOR = 2'-8"(32")WIDE x6-8"(80")TALL DOOR - 81'-1" TECHNICAL DESIGNS IMAGING INCHES FEET Computer Aided Designs . INCHES _..________"_______________________________ 53'8" 27'-7" FEET Glenn A. Mitchell NEW FOUNDATION 775 MAIN 5TREET(Route 25).SUITE A2 PROPOSED 6"WIDE EXTERIOR WALL - WE5T DENN15.MA.02G70 Work: (506)3eO-75OG 7'O" 28'-0" 18'6" 20'9" 4'-10" 2'-0" PROPOSED dY'WIDE INTERIOR WALL - EmaJ:techmcaldesignsimaging@gmail.com Web Page:http://J,,ft ster001.w�x.coM-tdi ( ( ( t ( ( ............................................ TG" 13'-0" T-6" 9'-0" 9'-2" 10'-1}" 10'-31" - CERTIFIED DRAFTSMAN @ 1978 ' -41 YEAR5 EXPERIENCE- -ALL WORK GUARANTEED- -------------------------------------------- 8'5.. 8'5}.. 3.10j.. DESIGN/DRAFTING EXPERIENCE: 1z8 DECK POST " °"�'+T °•'t'axa' ^Nz4^� (TYPICAL) 5}" - f Comments EDGE OF DECK _ __ _"_ _ _ _ _ _ 2 CENTERLINE �\_ A5-BUILT DIMEN51ON5 WERE - OF POSTS & TAKEN OY T.D.I. -151NG DIGITAL RAILING - MEASURING TOOL,.BUILDER TO 10'-5}" VERIFY EXI5TING CONDITIONS PRIOR TO CONSTRUCTION. o a u _ - 2ND FLOOR DECK _ 18'-'* 2-0 /�/ -� 2803 S.F. ' II q,S" MASTER GUEST BEDROOM#1 p 14'-s}•• 15-6•• - - 13'-0" 703 z S.F. ry 0 3 4 9 u s1 ( 3W21052(AA) � DECK BELOW 7' 8-0" C 19'-1=• 0 12'£" GUEST BEDROOM#2 2-WALLS,2.4 STUDS @16"O.C. - 300x S.F. = STAGGERED WALLS 4'-2" B - (THIS WALL ONLY) « K) S'A" (� I 9'-7}' 4'-10'• 8" 17•-7- siHrc T 5 PEV1510N5 2� O ns 3'-0"rue O 6s O21'-6•' 12'-6•' 20'4" ' r. U No. DATE. DSN.B BATH#2 - MASTER BEDROOM#3 3'-r a^ MASTER BATH#4 3'°" DeSCRIPTION z,� BATH#3 z,sa - °'6" 7'-0" LAV 1144 S.F. 3'-0.� ', 3'-2" T-0" /43SF `� 1p\I 303 z S.F. CLEAR 2a2z5F. CLEAR FEBRUARY 15. 2019 G.A.M. 5'1 3'-3" 7 YC.H. OPENING '7- zC.H. -0" _I - �8 _--{ 2'-0" 05' - ' ,-I �l ARCHITECTURAL 5TDRUCTURAL T— $" 9-7} DRAWING5 INTO ONE GROUP, -0•• O "`l lJA ( s�r+rcl 2'-0' 3'-2"-- ", v �:� 3'-0' S i - MADE CHANGES PER MARKED-UP Toy II 5 10 5 MAILED TO T.D.L PM1052(AA) -_— .---- _ sHowt=a ` �� 67" sa DRAWING_ T ° \ _ — 11 8'-7}' 6''10' I-2 b 2'8" Loser 42.2 /4-0�. 6'A2" 4'$" 6'-9" 2•-0.. .-0. 5.-0j. a so.iT. 3•_5}.. si sa rT. i AND RECEIVED ON O 30 20 = 4'-6" �, aosET 2.9_. NEW FOUNDATION O ,SHot•.ER\ F' - 4'-9" suoER'� - 8'-5' 11'-10" Q OiLEf m a 78.1. 3-6" y 28.-0" 3.$.. U DRYER - EXISTING - FOUNDATION a 4 g �C)'•,,rl: LAUNDRY 5'_2" STUDY 112(AA) , .F. _ 25,S.F. HALLWAY of _ UP •7'-7Y'C.H. 4'6"3 14 TREADS 4'0" HALLWAY 13'-3" 10'-7" 4'-6" T-0" -1 v 3' FLAT 3-c15(s) 1s'a" CLIENT: . z 553S.F. 11"STEP 4.0• ON 14-8' CEILING f 2-TW1852(PA) '8'-0"C.H `, 335z SF. ABOVE (� - 1 u _--__ ------------------------ --- /" it l�fZAf G LYON PROVIDE RAILINGS - 13 TREADS ctosET PER PROVIDE HALLWAY-OPEN TO BELOW 1aTREAD - `~ 233 S.F. (BY OTHERS) q�-7" z I an. i13-ii 4'0"— j- - RESIDENCE 1 15'2}" `__ �4-i 1" GAs FIRE PLACE EE.Y1 F3'-0' FF FOYER/-OPEN TO BELOW 1.1 4-OLD JAIL LANE 303s.F. BAKN5TA15LE, MA. - � 02G30 TYPICAL o O SCALE: A5 NOTED = PROPOSED r TYP. TYP. 12'1" 3.9" 3'9" SECOND a FLOOR T-0" 19'-6{'g..t 4'- ••z 6'-0" 4'-2 "3 15'-1" T-8" 21'-6'• - =1 PLAN 38'-0" 43'-1" NEW FOUNDATION EXISTING FOUNDATION Q SECOND FLOOR PLAN zrlzi APPROXIMATE DRAWING NUMBER SCALE: 1/4"=1'—O" PROJECT r NORTH °2019 ARCHITECTURAL&FRAMING PLANS , 'NOTE: A-3 DRAMNIffS NY rO d V GRAND TOTAL LIVABLE FLOOR SPACE: 4,654 5.F. SHEET 4 OF 18 LEGEND: (EXAMPLE)2B68 DOOR = 7-6"132"I lM0E x6'8"(60")TALL DOOR \y TECHNICAL DESIGNS IMAGING INCHES FEET Computer Aided Designs _ INCHES - '----- ---••- 28•-0" ,e•-6'• 20'-9" 4•-10" FEET Glenn A. Mitchell - 775 MAIN'5TREET(Route 28),SUITE A2 PROPOSED 6"WIDE EXTERIOR WALL WE5T DENN15.MA.02G70 [ work:(505)3GO-75OG 7'0'• 6-6" 15'0" 6-6" 10'-ij' 10'-7}" PROPOSED aX2"WDE INTERIOR WALL - Email:technic Idesignsimaging@gmail.com Web Page:httF://draftmaster001—_cow-tdi E ••_•••------••••••--------•----------•••---- CERTIFIED DRAFTSMAN @ 1978 ' -41 YEAR5 EXPERIENCE -ALL WORK GUARANTEED- ----------••••-----•----••-•----•----------- - - - - DE51GN/DRAFTING EXPERIENCE: . � ecNnKnia.u,•s1M/ct1M.0•cIVIl�•.xK1�M¢cu• � '. Comments - ---------- A5-5UI.LT DIMEN51ON5 WERE TAKEN 5Y T.D.I.U51NG DIGITAL- MEA5URING TOOL.6UILDEP TO .� 10'-3a'a 10'-7?�•' VERIFY EXISTING CONDITIONS _ PRIOR TO.CON5TRUCTION. 2ND FLOOR DECK BELOW 2-0 6 f-——_———— 18'-7*' - \ s BATH 90 F 5 F. —,� `y1 6'0" 3 4 1x DECKING ABOVE - j PITCHED RUBBER a III Ijse •• - ROOF(TYPICAL) - 1 s-g^ CLOSET/STORAGE 6 MEZZANINE 184,S.F. g o 9.-0.. Fwc06ose za9zsF_ �� , -r — — — — — — — —— — � j ' REVISIONS I (SR)GLIDER zr-s ` MEZZANINE DECK 13•-3•• - - - No: DATE bSN,e ,51tS.F. �J N i ( DESCRIPTION 6x6 MEZZANINE • --3 FEEPUAKY 15,2019. G.A M DECK POST ( - 19'9" 2'-1 I- (TYPICAL) 1 P 6-2t < - cxi. - COMBINED AICMITLCT 13-0 3•_9" DN 3'1"• 32•p•• I \ .— 11-8 I_ M[)RAWIN 5U INTO ONE GRQUP 1 5 ADRAWI G5 MAILED ITORT.D.I UP al EDGE OF AND RECEIVED ON O I-30-2019 � E MEZZANINE STAIRS I - - 47-21t' DECK PROVIDE RAILINGS 52 S I _ NEW FOUNDATION ,g't" 12'b" - _ L 1 (BY OTHERS) F. 1 I) — r i S - 9'-9" RIDGE PEEK - 3'g" EXISTING EXISTING p 13.3•' STUDY-OPEN TO BELOW FOUNDATION 3 �2B6i S.F. UP 14 TREADS - " < - N 3•1. 15 RISERS 4'-0" _ - _ _ RIDGE PEEK CLIENT:- CW15 SE315 CW75 I I i I Z ;;z z p/r I ; ! C fZAI G LYO N 6'_O.• � � r � — .RESIDENCE Q �L — JI — -- - �� - -- -'— — --! ' 30' I I4 OLD JAIL LANE Al V-o SOFFIT(TYPICAL) DARNSTADLE, MA. -30 SCALE: AS NOTED, 6 -1O"SOFFIT(GABLE END'S TYPICAL)3 0 PR-O P OS E D - f MEZZANINE T-0• - 'm 13'_G{6"3 4'-2�"t 6 0" 4'21"t 15'-1' 7'-6" 21._6. 2._0.. PLAN NEW FOUNDATION 43 1 E - _ EXISTING FOUNDATION M EZZAN I N E PLAN z _�I APPROXIMATE DRAwINC NUMBER U SCALE: 1/4"=t'-O" -.J PROJECT u �\ NORTH 2O19 ARCHITECTURAL&FRANING PLANS - *NOTE: A-4 ' GRAND TOTAL LIVABLE FLOOR SPACE. 4,654 S.F. - 5t1EET 5. OF I8