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1085 MAIN ST./RTE 6A(W.BARN.) - Health
^1085 Route 6A West Barnstable A = 178 004 002 `1 4 No. .. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Y PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Y j Zfpphration for Di5pogal *pE;temc Construction joertuit no plication for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) U Complete System ❑Individual Components u Location Address or Lot No. Owner's Name,Address,and Tel.No. 37S=/mil/ 167b',s 1V,*1V,<7- iVg�; Z3AR vs*V4F_ `��tNI C-ql 15AW,+>o1,+iv. / Assessor's Map/parcel 71 �� ��8�—� N �•� a Installer's Name,Address,and Tel.No. �� Designer's Name,Address and Tel.No. ON, lGl� Ord RO /Z. �� J 1 Cl f1V�L✓lC� c �o 1,774 Type of Building: Dwelling No.of Bedrooms —3 Lot Size 114,®72- sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided 4(,!5r67 gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with:.he provisions of Title 5 of the Environmental Code nd not to place the system in operation until a Certificate of Compliance has been issued by this Bo f Healt . S i g n e Date ` Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. Date Issued 7 Ilk No. to $ ° a Fee t _ .i Tt HE C,O4MMONWEALTH OF MASSACHUSETTS Entered in computer: VYes PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS too Zlpphca�tio � for TDi�pogaY-,*pztem Con.ztructton Permit ication for a Perniit to ConstrIct(N)/Repair O Upgrade O Abandon O l"J Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. ✓ �37 5=/fl/f /'08.s Al$/NST IV, X;5 34/Lv.�t1Bc� �KNt Cyf �A�cv,4-yilN Assessor's Map/Parcel 7�. _.-Z_ / /p8�ly,+IN-<- �j�`g I#N Installer's Name,Address,and Tel.No. (� r�'0"i g Designer's Name,Address and Tel.No. �����F-7Z p 7Rf�rr.� Gilt Ro r P, ff 1 C fr1 rM//CZ. "f'11I CPAI'5 M tk-5 -�l�f- 3�.3�3o PO, Z �vnw/�+r oZs Type of Building: - ''//,,// Dwelling No.of Bedrooms Lot Size 7 7#,072— sq.ft. Garbage Grinder ( ) �a Other Type of Building No.of Persons Showers( ) Cafeteria( ) `k Other Fixtures 1 Design Flow(min.required) *3�� gpd Design flow provided gpd 1 Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil 4 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code a d not to place the system in operation until a Certificate of Compliance has been issued by this Bo d of Healt Signed / ate ��� Application Approved by ! Date Application Disapproved by: Date for the following reasons -- Permit No. 4 r J4n Date Issued All ——————————= ————————————————— — THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( j Repaired ( ) Upgraded ( ) Abandoned C )by //o AyorrL- . at AM has een cons cted in accordance with t e provis/i�ons of Title 55land the for Disposal System Construction Permit No. ' dated Installer LSA11441 6Tr4 Designer #bedrooms Approved design flow It /V gpd f this permit sha I gbe/const rued as a uarantee that the s stem willr unction as,desi ned:�1i l r% ` U .^The issuanceo t s p ( �/ g y ' �l g 1, f �t f Date d �� / Inspector �/1/ --- •- ---F"--------�---------- ------- r 3� No. Fee L/ THE COMMONWEALTH OF MASSACHUSETTS _ V PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS 1=ig o5al.* stem Construction Permit � p ' Permission is hereby grMto truct ( Re atr� ) ad e ) band S /� �� System located atl / 1 n <ti��: � ILJ��C.� and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his er duty to comply with Title 5 and the following local provisions or special conditionsnDernrni Provided: Construction-mu Vbe co Meted_ ithin three years of the date of thi111,144Date � Approved by !%'I TOWD of Barnstable Regulatory Services Thomas F.Geilsr,Diree tor 1 $ public Health Division Thosaes li2¢Xesm,Director 2001Katn Street,*Ands,MA 02601 Fax; 508-790.6304 Mcc.508-662-4644 rM Date: �CQ.M�C.t�i��SC.Z Inatatler: _.,�� Denier. Address: Address: was iuucd a p°t to iuftlt A On septic systaa at on a,don" &awn by V 1 certif� that the septic systvcle rC in�or. Ced approved cb��s has letarat rellocation of the the dcsi�, r�bh may me distribution box and/or septic tm*, I certify that the septic system referenced above Was iutalled witb major chpmSes fii.e �-- greater th 10' littoral roman of the SAS or any vertical relocatian o Y 000aponent of the septic ats�n)but in fflccord�e with State di Iacal Rogulatiorae, Ply revision or coed as-built'by d*Pcz tO follotw. q"OF o� ROGER yG PAUL PAfCHNfEWiF No.30420 - -- _ CIVIL �Q 5�00 • eIe per S 1 e x es>< P r -TUR T s Q:Y�ssZth/SsptidDeeieaor coati=FOM TOWN OF BARNSTABLE :LOCATION SEWAGE } VILLAGE ,/ ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO vita•�� SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO.OF BEDROOMS OWNER `L7 y� A PERMIT DATE: � COMPLIANCE DATE: Separation Distance Between the:. Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY _ ...1V V. •k I •- TOWN OF BARNSTABLE LOCATION _ SEWAGERD i VILLAGEj ,/ ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. -7� -� 6'_`g lj SEPTIC TANK CAPACITY .� LEACHING FACILITY:(type) LJSO (size) NO.OF BEDROOMS 0 OWNER . • 1 PERMIT DATE: `� COMPLIANCE DATE: 9Cn Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY i (A)(6 t - - o _ FIOUW L m on Map ASSESSORS REF: r - Afap 178..Parcel 4-2 t t 1J OVERLAY DISTRICT: AP - Aguirer Protectlan District t � , FLOOD ZONE:' ZONE: zone C Canmui+ity Pantl No. Arm(mri)43,560 5F P50001 00110 Frontoge(Mim) i6o• -Ady 2, i992 S i Se mat 4W Side 30 o t t Rear 3D OWNER: 661 5 Realty Tiusf Juaichi Sosoyanagi -. i _' , , o. Oi �: LOBS Route 6A e i Nest Barnstable UA 02"9 1-;. ✓ Parlang s Betas 1.164tSF a 1/200SF=6 Spaces ° i s t F n Storage 972tSF.4D1/7p0QSF=2 Spam a t b o Residential�0*SF 0 1/300SF=2 It t =.2 5> f a i ► a o t zo Spaces�Pr Total = 1 2 - - � y y . t h 3$ o Area Summary a4 a Total10t Area = 44,072tSF t x - W F t j: - _ it - tz Extieg Pavement = 1.940tSF Proposed Park ag/Drlve Area=6.o t5< Existing Footprint 1.190tSF Nf►tO/1 TE: e 2 0 Sept!T.* ; i, 1.) The properly&ie infarmafion shown was r 0 camWed tram available,recwA odarmotian. 2 The( opagr0phic 6yfnnmation �obtained tram,an an tfye ground 4WVAey-Performed'on " or between 14/FEB/02 and 11/11AY/06. ` Abbutters wets.shown are tram retard plans 1 �(jf001i►'�.,r l abtpined tram Town of BamstaWe B. 0 H. '-' 114 -Bed . .4_) The datuyn used is aswrned. t o jW .S)See myrts 2&3 of 3 for proposed:septic Top of tT9/ _ � system design data e d f - cr F� ay....,. _ A ' R �1 ASOU 4. 1 I Prepbted By.: Sheet Title: Freyared Far. , Sheet No. " ROM P.MiCHM 3=P:E Plan Showing The,Design Of A EWt5 Realty T=f P-0- Bar MA r East�ndwic-n mA n!7 Subsurf"SeMge,DispWW System 100 ROLO 6 1 3 West B MA 02669 , t 1 1 p-Q ,a at 1085 RDulr;'6A g V Gt3UN In B"a6Ie(West BornStable)MSS ScdeC537 t 7 Parker Ram � . 031erwge BSA 02655 1'i• - p 15 3l1,y, (SOP2o>�.(5)42.%-Jess f— Date 101AUG106 t "Mall � r a.'s` xuyy�'Y."" OVERLAY�� T,— AP - Aquifer Protection Districtt- As Shown an Plan Entitled 7tevAmd Groundwater Ptatectiau s ° .. 1_i , rx fh�lay Dlsbicls-- Apri. 19W er , ' FLOOD ZONE. ZONE: Zane C VB--t3 . e.� 6- _ � / �,.v1 Community Pond No. Area (rmil.) 43,5W.SF o �250001 00t10 Frontage' °r i60'_._ e , o f 1 �U My Z 1992 Seth B. _. o t Fret 40' 1 ' ' t s UM owNER: =- I t �m Rear 30' ® '� F)dt 5 Realty Trust 1 4ankhi Smmyonagi I 1095 Route 6A -- West Barnstable MA 026ti801 e 1 Proposed Parking Retail 1.164-+SF® 1ADOW= 6 Spaces Storage 972*SF 01170OSF= 2 Spaces ® .Office 390f5F ®7/3Q06F= 2 Saomes Total Spaces Provided = 1'OCh_� N _ !iyy II Area-Summary r--- Toto1 Lot Area = 44,072tSF = ®m '�• Race Existing Pavement = 1.940*SF Proposed Porking,4k!ve:Area = 6 O50*SF EdsMg Footprint = 1.190±SF ® _3..--24� �c Yt Mnle ems_/ E--�- I Mr n - � � > Pa" (to be nVmded mid t y t R®r ` ■P11Y nea 1� { cD t� 1 ss ' t__---�% t m ® { t - t 1 Lot 1 44,072 SF OF NOTE: a .w 1•) The property rice iifarmalrorr shown.was" _ ®� 67.01'55 cornpded tram ovagdlle record m1boratlaon. �r N. 1 331ULAFM 1' o 2) fie.topographic infarrmot ion was cbtaked from an an the ground survey perhzrned on February 14. MM % ;pe�F p,rst the datum used is,assumed L�Ate/L r = Prepared Far. Dwg g CapeSur Street Ttt1e Plan ShoW Pr - so Ch .n n►chi sawayanogi_ C537P1 7 Parker Road �- l085 Route 6A Sccte .-p. r. ostendle.m 0 I 02M at dual 6A --30 (W) 016000-3m r— West Barnstable MA .02668 oate I -Bns� Gs.IUMS n 12 MAR 0 l � t l0C AT ION SE-WACE P MIT NQ. + v 1 L L AG E -s=--- j w- 13 Ae All, rjfze C$ INSTALLER NAME a A-DDRESS i SUILDEIt R I IV I owo O &TE P:ER'M1T ISSUE0 k` < DAT E COMPLIANCE ISSUED 51d ` f�. R IO -r � 1 yry kkog p r 1 1AF 99'r: 4/19/22,9:10 AM ShowAsbuiit(1700x2800) TOWNoFBARNSTABLE j160 =3/ 5 LOCATION IQ2 SMAGE S VILLAGE[(� /�i {�_ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. SEPTIC LANK CAPAC,tTY .Alm LEACHING FACILITY:(typo) .rM (siu)jj XX.&fit Z NO.OFBEDROOMS f OWNER PERWIT DATE: R„^ _ COMPLIANCE DATE. rD Or% SepuAdn Distance Between dix - ..- Mmihn=AdjusWOmundwaty TabtetotheBWomo€LearhingFailuy Fee Private Water Supply Well and leaching Facility(If any wells exist on site or within20D feet of leaching famlhy) Feet Edge ofWetlend and Inching Facility(If any wetly exist within 300 feel afieathingbeility) FURNISHED BY .' - sr A7" , 7 DAi 10 of 11 .. *_: .4 OFFICIAL'INSPECTION FORM—NOT FORjVOLUNTARY ASSESSMENTS { SUBSURFACE SEWAGE DISPOSAL SYSTEM'INSPECTION FORM PART C ` ` SYSTEM INFORMATION:(continued) ' Property Address: 1085 ROUTE 6A WEST BARNSTABLE,MA 02668 Owner: JIM SAWAYANAGI i "L Date of Inspection: 1/8/02 SKETCH OF SEWAGE DISPOSAL SYSTEM 1 Provide a sketch of the sewage disposal system including ties to at least two,permanent reference landmarks or benchmarks Locate all wells within 100 feet.Locate where public water supply enters,the building. ! e 1A 4 b - B �C. q0 fie B4� WN h f ! +S k ,A�t1 s:l y'tlA1 Y COMMONWEALTH OF MASSACHUSETTS II EXECUTIVE OFFICE OF ENVIR01jw, ENTAL AFFAIRS 1 a DEPARTMENT OF ENVIRONMENTAL PROTECT r TON TITLE 5 ' OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY SESS'3ENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM F RM PART A / CERTIFICATION r m / Property Address: W� S orris ►S /�i4 O;t 46� Owner's Name: 11g, / Owner's Address: . Date of Inspection: PIP" Name of Inspector:12lease pript) Company Name: to G/,L Mailing Address: Telephone NumberF _ CERTIFICATION STATEMENT 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 Title 5(310 CI1IR 15.000). The system: � Passes Conditionally passes Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signature: Date:... The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection.If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. Notes and Comments- ****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. I Title 5 Inspection Form 611512000 page 1 ^ Page 2 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: Owner: ]C'�— r✓� ,,� ©a 6 a 8 . Date of Inspection: /if Q j Inspection Summary: Check A,B,C or E I ALWAYS complete all of Section D A. Sys t asses: I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CNR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: B. Sy tem Conditionally Passes: One or more system 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 Healthy will pass. Answer yes,no or not determined(Y,N,ND)in the 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 structurally unsound,exhibits substantial infiltration or ezfiltration or tank failure is imminent System will ' existing tank is replaced with a complying septic tank as approved by the Board of Health. pass inspection if the *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. ND explain: Observation of sewage backup or break out or high static water level is the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distbution box. System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructedpipe(s). The s stem will pass inspection if(with approval of the Board of Health): y y broken pipe(s)are replaced obstruction is removed ND explain: Titlo C Tnenarlinn C^' Afl s'Mnnn 2 Page 3 of:j 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: Owner: Date of Inspection: C. F ther Evaluation is Required by the Board of Health: -k 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. l. System will pass unless Board of Health determines in accordance with 310 CIMR 15.303 1 b that the system is not functioning in a manner which will protect public health,safety and the environment: _ 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 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 soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. Tie system has a septic tank and SAS and the SAS:is within a Zone 1 of a public water supply. — The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. _ 7%e system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more 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 colifotm bacteria and volatile organic compounds indicates that the well is free from pollution from that facility 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: Tirlo C Incnontinn Ynrm(./I c11nnn 3 ' Page 4 of 11 . OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: ( 0 Owner: Date of Inspection: X�e✓ 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 clogged SAS or cesspool Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or �ged SAS or cesspool Static liquid level in the distribution box above outlet invert due to an overload "spooled or clogged SAS or ✓ ' uid depth in cesspool is less than 6"below invert or available volume is less than%=day flow Required pumping more than 4 times in the last year NOT due to clogged or obstructed i e s . iof tunes pumped N p P ( ) �� _ ✓_ gay 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. ry .portion of a cesspool or privy is within a Zone 1 of a public well _ My 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 well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility 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.) Ai(YeslNo)The system fails.I have determined that one or mote of the above failure trite ria exist as described in 310 CMR 15.303,therefore 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 10,000 gpd to 15,000 gpd. You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no system is within 400 feet of a surface drinking water supply — the system is within 200 feet of a tributary to a surface drinking water supply system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zon I 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 failed.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 CjMR 15.304.The system owner should contact the appropriate regional office of the Department. Title ; lncncntinn Rnrrn ail;i�nnn 4 Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: a� 6e Owner: 1 Date of Inspection: Check if the following have been done. You must indicate"yes"or"no"as to each of the following: Yes o 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? v Has the system received normal flows in the previous two o 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,excludingthe 'T SAS,located on site? v — Were the septic tank manholes uncovered,opened,and of the ba' es or tees,material of construction,dimensions,depth of liquid,interior of s1�inspected th o���h°n _ 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: Yes no 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)(310 CIMR 15.302(3)(b)J T:flo lncnortin� �nrm F/1 S/�!1(1/) 5 Page 6 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C / p SYSTEM INFORMATION Property Address: Owner: Date of I spection: RESIDENTIAL LO CONDITIONS Number of bedrooms(design): Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 3 3 p Number of current residents: 1— Does residence have a garbage grinder(yes or no):/1�'v Is laundry on a separate sewage system(yes or no):1W [if yes separate inspection required] Laundry system inspected(yes or no): Seasonal use:(yes or no): d Water meter readings, if available(last 2 years usage(gpd)): Sump Pump(yes or no): Last date of occupancy: k/�•+ COMMERCIAL/INDUSTRIAL Type of establishment: P:�,u �ne G g Ile ,�'�( S�t ri f ,j/'t j / Design flow(based on 310 CMR 15.203): Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no):" Industrial waste holding tank present(yes or no):_ Non-sanitary waste discharged to the Title 5 system(yes or no):— Water meter readings,if available: Last date of occupancy/use: OTHER(describe): Pumping Records GENERAL INFORML ATION Source of information: . 02-p O y — d 6V Was system pumped as part of the inspection(yes or no):_ If yes,volume pumped:_gallons--How was quantity pumped determined? ;Seep!fic on for p ing: F SYSTEM tank,distribution box,soil absorption system _Single cesspool _Overflow cesspool _Privy —Shared system(yes or no)(if yes,attach previous inspection records,if any) _ Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) _Tight tank _Attach a copy of the DEP approval _Other(describe): Approximate age of all components,date installed(if known)and source of inf lion �[ Were sewage odors detecred when arriving at the site(yes or no): /f%V Title G lncnortinn =nrm 411 S lnnn 6 Page 7 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) '(/ OJ Property Address: p/ 6AL Owner: •- Date of Inspection: / /� 0 BUILDING SEWER(locate 9p site plan) Depth below grade: / �0 PVC/� Materials of construction:— ast iron _ _other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK:_ locate site plan) Depth below grade: / Material of construction:_✓concrete_metal_fiberglass_polyethylene _other(explain) If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of certificate) Dimensions: X Sludge depth.—% Distance from top of sludge tobottom of outlet tee or baffle: ZF Scum thickness: La Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bott9�o outlet tee or affle: How were dimensions determined: /`o lee �s �ev Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as r ated to outlet invert,evidence of leakage,et ) v1 v1 /r ✓1 D T 2Pi��!C� G f N ll� / !✓ti L� G H �,✓s .. } /1 ev 07pv► d,, 1--erakf GREASE TRAP: locate on site plan) Depth below grade:— Material of construction:_concrete_metal_fiberglass_polyethylene_other (explain): Dimensions: Scum thickness: Distance from top 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: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): Ti}I� (ncnunlinn Fnrm �./l�i�Mn 7 Page 8 of I 1 OFFICIAL INSPECTION FORINI—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: Owner: CX� G.► $� s�G l G /�/f (�� ,6 Date of Inspection: TIGHT or HOLDING TANK: / (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass_polyethylene other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX:Z(if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: 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, etc.): PUMP CHAMBER: (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): Titlo � (ncnortinn Qnrm f,/1 fi7nnn s - - Page 9 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INF/ORMATION(continued) Property Address: Owner: ,Gx/ �► t r Date of Inspection: SOIL ABSORPTION SYSTEM(SAS): (locate on site plan,excavation not required) If SAS not located explain why: Type�eachingits,number: C—X 6 W / leaching chambers,number. leaching galleries,number: leaching trenches,number,length: leaching fields,number,dimensions: overflow cesspool, number: innovative/alternative system Type/name of technology: Comments(note c7'. ition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation, etc.): �/ 7[ i� hA 3 L, e � a 3 CESSPOOLS:A/ (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 or no): Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): PRIVY: (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation, etc.): T:tlo S incnvnh nn 17"— All;i7l1M 9 r P Page 10 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: w0�a T � ©aG Owner: 1� Date of Inspection: SKETCH OF SEWAGE DISPOSAL Y T S S EM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. /V/ J n 93- 'r;ti. G (nenorf,nn a--Ali ;rmon 10 ' Page 11 of 11 • I OFFICIAL INSPECTION FORM—NOT FOR SYSTEM VOLUNTARY TE i INSPECTION FOIL SUBSURFACE SEWAGE DISPOSAL C SYSTEM INFORMATION(continued) Property Address: Owner: Date of Inspection: SITE EXAM l Slope 1 Surface water Check cellar Vf ` Ile Shallow wells Estimated depth to ground water /feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: 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: You st descyibe ho you established the high gl ound water�l�evati4nl h /s i o rs © po)o (9 _0 0 Trtlo � (nena�tinn G'i.rm till Si'7(lflll 11 5 ,1 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS i A� DEPARTMENT OF ENVIRONMENT_ AL PROTECTION �_ � t: 0 TITLE OFFICIAL INSPECTION FORM—NOT FORVOLUNTARY ASSESSMENTS �� SUBSURFACE SEWAGE DISPOSAL'SYSTEM FORM :. Ig: : 156 z h PART Ii CERTIFICATION: C-b � Property Address: 1085 ROUTE 6A WEST BARr1STABLE,MA 02668 SAWAYANAGI " r� Owner's Name: JIM Fie Owner's Address: 177 SCHOOL ST MARSTONS MILLS MAj02601 fff Date of Inspection: 1/8/02 lease rint } JOHN GRACI A i is Name of Inspector: (p p ) phr Company Name: SEPTIC INSPECTIONS , 4k, kt P.O <BOX 2119 TEATICKET,,MA 02536 Mailing Address: (+` Telephone Number: 508-564-6813 FAX 508-564-7270 i 4 the f CERTIFICATION STATEMENT �. .� address and that I certify that I have personally inspected the sewage disposal The ins echori was performed based on my trainingand below s true,accurate and complete as of the time of the inspect p� y p roved s stem i experience in the proper function and maintenance of on site sewage disposal"s stems.I am a DEP a p 7. inspector pursuant to Section 15 340:of Title 5(310 CMR 15 00 The system: 1, X Passes _ Conditionally Passes s ?rg Needs'Furt' r Evaluation by the Local Approving Authority _ Fails r ; Date: 1/8/02 Inspector's Signature: rovin Authority(Board of Health or DEP)with The system inspector shall submit copy of this inspection report tothe App g d or eater,the 30 days of completing this inspection.If the system is a shared system or-has a design flow of 10,000 gp .b inspector and the system owner shall submit the report to the applepand the alpprovingonal cauthoe of lrity.EP.The original should be { .1 p sent to the system owner and copies sent'to the buyer,if applicable, S r' y t Notes and Comments =. OR FIVE YEARS. ' i PASSES TITLE V INSPECTION.RECOMMEND PUMPING CUPIED ANDTHEN EVERY TWO YEARS,�TO��KS� �i SYSTEM PROLONG THE SYSTEM USEFUL LIFE. HOUSE HAS BEEN LJNOC , ; y •.- b' conditions at the time of inspection and under the conditions of use at that t�meTh�s ¢{: **This report only describes not address how the system will perform m the future;under the same or different conditions of use 13 Z. inspection does , . 1 ,�.�� f. '.. ,grr "- s T41P 5 Incnnrtinn Pnrm (./1 Page 2 of 11 x° 'Fg 14 . kq OFFICIAL INSPECTION FORM—NOT FORVOLUNTARY ASSESSMENTS <! SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORMk � PART Ak ' CERTIFICATION (continued) Property Address: 1085 ROUTE 6A'WEST BARNSTABLE,MA 02668 Owner: JIM SAWAYANAGI Date of Inspection: 1/8/02 W' f Inspection Summary: Check A,B,C;D or.E%AAWAVS complete ail of Section D � A. System Passes: �b j �. X I have not found any information which indicates that any of the failure�riteria described in 310 CMR 15.303 or in 310 o,.' -', . � CMR 15.304 exist.Any failure criteria not evaluated are indicated below} Comments: K" SYSTEM PASSES TITLE V INSPECTION.RECOMMEND PUMPING EVERY TWO YEARS TO PROLONG THEa. SYSTEM'S USEFUL LIFE. B. System Conditionally Passes, P, One or more system components'asdescribed in the"Conditional Pass","section need to be replaced or repaired.The syste m, upon completion of the replacement or,repair,as approved by the Board of Health,will pass. A ` -w r3 a ram, u r �,�� �..Y, Hai • no or not determined(Y,N,ND)in.the for the following,statements. If"not determined"please explain Answer yes, �t « 1 n/a The septic tank is metal and"over"'20 years old*or the septic tank(whether metal or not)is structurally unsound,exhibits'4 , � ! `y substantial infiltration or exfiltration or tank failure is imminent System"ill pass inspection if the existing tank is replaced , ;Y : . ;l 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 indicatmg � � . that the tank is less than 20 years old is available. - ND explain: n/a r n/a Observation of sewage backup or break out or high static water level m the distribution box due to broken or obstructed f4 ' pipe(s)or due to a broken,settled or uneven p distribution box. system will ass inspection if(with approval of Board of #" Health): _ broken pipe(s)are replacedNn , _ obstruction is removed ' t µ' `"c� i t L _ _ distribution box is leveled or replacednt 4x 1.SM,�yy Y ND explain: n/a $..A r. n/a The system required pumping more than 4 times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health): _broken pipe(s)are replaced _obstruction is removed ND explain: n/a u bb x: b � .l OF f fir, Page 3 of 11t P. • ]b J.• '�.• E'.45 ` • r.r ki • r �t� OFFICIAL INSPECTION FORM -NOT FOR*VOLUNTARY ASSESSMENTS _,y SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM +} S PART A k ' . d Fin CERTIFICATION(continued) Property Address: 1085 ROUTE 6A WEST BARNSTABLE,MA 02668? ' Owner: JIMSAWAYANAGI Date of Inspection: 1/8/02 s K ,. C. Further Evaluation is Required by the Board of Health ; at` _ Conditions exist which require further evaluation by the Board of Health m.order to determine if the system is failing to 1=�r, e. ,a c. iprotect public health'safety or the environment. Z t 1 t .• D ` �17 n t 7 1. System will pass unless Board of Health determines in.accordance with 310 CMR 15.303(1)(b)that the system not functioning in a manner which will protect public healthsafety and the environment: ku$ t < � _ 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 t 7 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 publtchealth,safety and environment: _ The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water i4Y 0. supply or tributary to a surface water`supply. c, . a " a } _ The system has a septic tank and SAS and the SAS is within a-Zoneil of a public water supply. F p aA _ The system has a septic tank and SAS and the SAS.is within 50 feet of:a private water supply well ' _ The system has a septic tank and SAS and the SAS is less thanl100 feet but 50 feet or more from a private water ylz a% supply well".Method used to determine distance n/a "This system passes if the well wafer analysis;performed at a DEP�certified laboratory,for coliform bacteria and ,' s o ' volatile organic compounds indicates that the well is free from pollution'frm that facility and the presence of ammotua »a nitrogen and nitrate nitrogen is equal to or less than.5 ppm,provided that no other failure criteria are triggered A copy k of the analysis must be attached to this form. M tea$ Y. `. { 3. Other: t n/a °s Itr arc us 45 �1 u Page 4 of 11 ' e s , OFFICIAL INSPECTION FORM—NOT FORVOLUNTARY ASSESSMENTS r: � SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM } r f PART A CERTIFICATION(continued) Y� t Property Address: 1085 ROUTE 6A.WEST BARNSTABLE,MA 02668 Owner: JIM SAWAYANAGI Date of Inspection: 1/8/02 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for alLinspections:_ Yes No X Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool X Discharge or ponding of effluent to the surface of the ground or'surface waters due to an overloaded or clogged SAS or cesspool _ X Static liquid level in the distribution box above outlet,invert due to an overloaded or clogged SAS or cesspool X Liquid depth in cesspool is less than 6"below invert or availablesvolume is less than'h day flow X Required pumping more than 4 times in the last year NO dine,toaclogged or obstructed pipe(s).Number of times,`pumped W . X Any portion the SAS,cesspool or privy is below high groundrwater elevation. '� � v X Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply.# ,k _ X Any portion of a cesspool or privy is within a Zone 1 of a public well., _ X Any portion of a cesspool or privy is within 50 feet of a private water•supply well. X Any portion of a cesspool or privy is less than 100 feet but greater,than 50 feet from a private water supply well w th no acceptable water quality analysis. [This system passes jUtheiwell water analysis,performed at a DEP r certified laboratory,for coliform bacteria and volatileorganic„compounds indicates that the well is,free , from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or � ,�� i less than 5 ppm,provided that no other failure criteria`are'triggered.A copy of the analysis must be attached to this form.] }' _ (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in310 ° CMR 15.303,therefore the system fails..The system owner should contact the Board of Health to determine what will be necessary to correct the failure. f ' j . 1 : E. Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd r� You must indicate either"yes"or"no"to each of the following (The following criteria apply to large systems irr addition to the criteria above): .4 Y�<F4, Res` L 1 yes no r X the system is within 400 feet of a surface drinking water supply x { "` . , r ` _ X the system is within 200 feet of a tributary to a surface drinking watersupply r; , . i _ X the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—I WPA)or a mapped 1 ` 4 Zone II of a public water sup ply well If you have answered"yes to any question in Section E the,system is considered a significant threat,or answered4*4 "yes"in Section D above the lar es stem has failed.The owner or operator of:any large system considered a significant threat under Section E or failed under Sect on D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. x, �` u- - y'r� k T ,SAP? �• 4 r n Page 5 of I 1 , z 1,4 . Z f OFFICIAL INSPECTION FORM—NOT FOR`_IVOLUNTARY ASSESSMENTS ,ter SUBSURFACE SEWAGE DISPOSAL SYSTEM:INSPECTION FORM ` PART B . & . CHECKLIST, i Property Address: 1085 ROUTE 6A WEST BARNSTABLE,MA 02668 ` Owner: JIM SAWAYANAGI Date of Inspection: 1/8/02 f 'i Check if the following have been done.You must indicate"yes"or"no"as to each of the following: i Yes No X Pumping information was provided by the owner,occupant;o u Board of Health X Were any of the system components pumped out in the previous two weeks? X Has the system received normal flows in the previous two week period? s _ X Have large volumes of water been introduced to the system recently or as part of this inspection? � : X _ Were as built plans of the system obtained and examined?(If they were not available note as N/A) X _ Was the facility or dwelling inspected for signs of sewage backup X _ Was the site inspected for signs of break out? l X _ Were all system components,excluding the SAS, located on site? � 4 t X _ 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? ;;� X _ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance�.44 I of subsurface sewage disposal systems? Y. YyhS Y` The size and location of the Soil Absorption System(SAS)on the site has been determined based on: :I Yes no X _ Existing information. For example,a plan at the Board of Health. 70 X _ Determined in the field(if any'of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(3)(b)] f f X l r y,. I • ...�� arc• Y# m b 5 Page 6 of 11 OFFICIAL INSPECTION FORM—NOT FORrVOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C " SYSTEM INFORMATION 2~ ` Property Address: 1085 ROUTE 6A WEST BARNSTABLE,MA 02668 y A 14 Owner: JIM SAWAYANAGI Date of Inspection: 1/8/02 w r r FLOW CONDITIONS w RESIDENTIAL _. Number of bedrooms(design):3 'NNumber of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms):330 Number of current residents: 0 r t ca Does residence have a garbage grinder(yes,or no):NO x} # Is laundry on a separate sewage system(yes or no NO [if yes separate inspection required] ` Laundry system inspected(yes or no): NO. Seasonal use:(yes or no):NO Water meter readings, if available(last 2 years usage(gpd)): n/a Sump pump(yes or no): NO Last date of occupancy:I 11%1q(o •'k � COMMERCIALANDUSTRIAL Type of establishment: n/a Design flow(based on 310 CMR 15.203): n/agpd kr Basis of design flow(seats/persons/sgft,etc.): n/a Grease trap present(yes or no): NO. Industrial waste holding tank present(yes or no): NO Non-sanitary waste discharged to the Title 5 system(yes or no): NO Water meter readings, if available: n/a 4+ :,R v Last date of occupancy/use: n/a` OTHER(describe): n/a [ tGENERAL INFORMATION' .I �,,Sty. ,x` •, � Pumping Records Source of information: n/a Was system pumped as part of the inspection(yes or no): NO S`_ Z*, 4 If yes,volume pumped: n/agallons--How was quantity pumped determined?n/a c A" � . I Reason for pumping: n/a ;k J, ` TYPE OF SYSTEM 4 X Septic tank,distribution box,soil absorption system �, .' , Single cesspool — s�W _Overflow cesspool _Privy r r _Shared system(yes or no)(if yes,attach previous inspection records ,lf any) _Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) _Tight tank Attach a copy of the DEP approval n/a Other(describe): x� }} t Approximate age of all components,date installed(if known and source of information: ( ) _�$P` i " ; mirth 1; 1950•NEW SYSTEM IN 1979 ' Were sewage odors detected when arriving at`the site(yes or no) NO'_at ,j, x i, :cfiC : . Ti' t .1 ♦ It ..o-''� Page 7 of 11 zt OFFICIAL INSPECIO N FORM—NOT FORV LUNTARY ASSESSMENTS . SUBSURFACESEWAGE DISPOSAL SYSTEM INSPECTION FORM ' PART C ,,;� ' SYSTEM INFORMATION,(continued) Property Address: 1085 ROUTE 6A WEST BARNSTABLE,MA 02608 , Owner: JIM SAWAYANAGI �� F Date of Inspection: 1/8/02 locate on site plan) BUILDING SEWER( Depth below grade:42" %i �` 3 ,Yy sf Materials of construction:_cast iron =40 PVC Xother(explain) 20 PV,C Distance from private water supply well or suction line: n/a . Comments(on condition of joints,venting,evidence of leakag e,etc) WELL WATER MR p i t SEPTIC TANK: X(locate on site plan) j Depth below grade: 12" Material of construction: Xconcrete metal_fiberglass_polyethylene;other(explain)n/a If tank is metal list age: n/a Is ageconf rmed'liy a Certificate of Compliance(yes or no): NO(attach a copy of certificate) s . Dimensions: 1000G L 8'6" H 5' 7"W 4' 10"" ' ,.�Y Fu JJ33 Sludge depth: 16" Distance from top of sludge to bottom of outlet tee or baffle: n/a { Scum thickness: 16" ; Distance from top of scum to top of outlet tee or baffle:36" }' 5 : Distance from bottom of scum to bottom of'outlet tee or baffle: n/a ' w were dimensions determined: MEASURED x � Ho �¢ � r 4 , F Y F. }' Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity,liquid levels as related'Y ti{ i to outlet invert,evidence of leakage,etc.): .. ' SEPTIC TANK AND ALL COMPONENTS ARE STRUCTURALLY SOUND AND FUNCTIONING PROPERLY RECOMMEND PUMPING NOW AND THEN EVERY TWO YEARS TO PROLONG THE SYSTEM'S USEFUL T. LIFE.HOUSE HAS BEEN UNOCCUPIED FOR FIVE YEARS {' GREASE TRAP:_(locate on site plan) �,1 Depth below grade: n/a Material of construction:_concrete., metal_fiberglass_polyethylene other>(explain): n/a Dimensions: n/a r; i Scum thickness: n/a Distance from top of scum to top of outlet tee or baffle: n/a , x Distance from bottom of scum to bottom of outlet tee or bafflR. e: n/a A# M i r ' Comments(on pof last pumpingrecommendations,inlet and outlet tee or baffle.condition,structural integrity, liquid levels as rel ate, < to outlet invert,evidence of leakage,etc:): h n/a atz,� �i , k eu_ ? I It- s' -uj Page 8 of I It • . OFFICIAL INSPECTION FORM—NOTFORVOLUNTARY ASSESSMENTS XU SUBSURFACE SEWAGE DISPOSAL SYSTEM`INSPECTION FORM i PART C ;... F : SYSTEM INFORMATION(continued) ruF Property Address: 1085 ROUTE 6A WEST BARNSTABLE,MA 02668r. k t Owner: JIM SAWAYANAGI s' e Date of Inspection: 1/8/02 TIGHT or HOLDING TANK: (tank must be pumped at time of mspecrion)(locate on site plan) Depth below grade: n/a I Material of construction:_concrete metal_fiberglass_polyethylene other(explain): n/a = :5 � Dimensions: n/a Capacity: n/a gallons gallons/day �4 Design Flow: n/a g y Alarm present(yes or no): N/A 1 Alarm level: N/A Alarm in working order(yes or no):NO r , � Date of last pumping: n/a ` : ' ��' Comments(condition of alarm and float switches,etc.): i n/a ' DISTRIBUTION BOX:X(if present must be opened)(locate on site plan) , , Depth of liquid level above outlet invert: LEVEL WITH BOTTOM OF PIPE Comments(note if box is level and distribution to outlets equal,any evidence.of solids carryover,any evidence of leakage mto r or out of box,etc.): r , 1 D-BOX IS STRUCTURALLY SOUND. r "� ? PUMP CHAMBER:_(locate on site plan) w f Pumps in working order(yes or no): k� Alarms in working order(yes or no):NO . Comments(note condition.of pump chamber,condition of pumps and appurtenances,etc.): + n/a y 4 y J.Y i " '}t•r{ C' 4�fi f l (kf'iF�{��� ski{ Y•� } 7 s{ N lit p 'C4 �'' k••°�• ° f '4 if ` Page 9 of 11 OFFICIAL INSPECTION FORM—NOT FORVOLUNTARY ASSESSMENTS , SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM `.. # °' PART C SYSTEM INFORMATION continued) Property Address: 1085 ROUTE 6A WEST BARNSTABLE,MA 02668 3 wt Owner: JIM SAWAYANAGI Date of Inspection: 1/8/02 SOIL ABSORPTION SYSTEM(SAS): X (locate on site plan,excavation.not required) A If SAS not located explain why: S � d 4 t Type " 1000 GAL 6'X 6' leaching pits, number �` 1 } n/a leaching chambers, numbeff n/a x i n/a leaching galleries, number n/a f n/a leaching trenches, number;�length: nla g ' leaching fields, number n/a n/a n/a overflow cesspool, numberrV n/a n/a x; t;innovative/alternative system{ } TYP e/name of technology; E '. n/a Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation,etc.) t < } i LEACH PIT IS STRUCTURALLY SOUNDAND FUNCTIONINGPROPERLY.PIT NEVER HAD MORE THAN;12! y a , OF LIQUID IN IT AND WAS EMPTY AT TIME OF INSPECTION 0BOTTOM IS AT 8 . Q Elt , �a G{ CESSPOOLS: (cesspool must be pumped as part of inspection)(locate on site plan) i Number and configuration: n/a ; ,' a Depth—top of liquid to inlet invert: n/a Depth of solids layer: n/a T # } Depth of scum layer: n/a l Dimensions of cesspool: n/a A �y Materials of construction: n/a Indication of groundwater inflow(yes or no):NO Comments(note condition of soil,signs of hydraulic failure,level of pondmg,condition of vegetation,etc.): n/a ` r V , PRIVY: (locate on site plan) `Yita L r Hi Materials of construction: n/a Dimensions: n/a i Depth of solids: n/a ` ` ' k Comments(note condition of soil,signs'of hydraulic failure,level of..ponding,condition of vegetation,etc.): �� �� n/a ?t.1 At p7; S(i� 3 +1� i pj Page 10 of I 1 '4. •a:YL�' r RY3'4 OFFICIAL INSPECTION FORM—NOT FORtYOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM '`" PART C - ' 4 SYSTEM INFORMATION(continued) �� t S Y f Property Address: 1085 ROUTE 6A WEST BARNSTABLE,MA 02668 Owner: JIM SAWAYANAGIf Date of Inspection: 1/8/02 F SKETCH OF SEWAGE DISPOSAL SYSTEM F �F Provide a sketch of the sewage disposal-:system including ties to at least;two;permanent reference landmarks or benchmarks Locate all wells within 100 feet. Locate where public water supply enters the building. Ig (( 1 1 .aaa k� bye c of AC �0 yk fFY'P' -64 C Y y{ {L 1 ' 66 4. t t F � I ° j �.i t q'C M .f Fn Page I 1 of I 1 OFFICIAL INSPECTION FORM—NOT FOR'VOLUNTARY ASSESSMENTS , SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM pry. F PART C ~ SYSTEM INFORMATION(continued) Property Address: 1085 ROUTE 6A WEST BARNSTABLE MA 02668 � .. a . Owner: JIM SAWAYANAGI Date of Inspection: 1/8/02 SITE EXAM' _Slope .x Surface water 3y _Check cellar xK _Shallow wells Estimated depth to ground water 12+feet x 4 F Please indicate(check)all methods used to determine the high ground water elevation: ' f re, NO Obtained from system design plans on record-If checked,date of design plan reviewed: n/a YES Observed site(abutting property/observation hole within 150 feet of SAS) ri n NO Checked with local Board of Health-explain: n/a NO Checked with local excavators;installers-(attach documentation); NO Accessed USGS database:explain: n/a =,r v You must describe how you established the high ground water elevation: BY HAND AUGER- 12+FT. DETERMINED tz. Z r ak,E m ° it s f� I J .x ys.gs r Y ♦ i ��. 5 ems.. s fi' G- r- CERTIFICATE OF ANALYSIS Page: 1 � T 5 ;6i Barnstable County Health Laboratory Report Prepared For: Report Dated: 12/29/2008 - Junichi Sawayanagi Exit 5 Gallery Order No.: G0850326 1085 Main Street West Barnstable, MA 02668 Laboratory ID#: 0850326-01 Description: Water-Drinking Water Sample 9: Sampling Location 1085 1VI'ain St:W'Barnstable,MA Collected: 12/17/2008 Collected by: I S. Map 178 Parcel 4-2 Received: 12/17/2008 Routine ITEM RESULT UNITS RL MCL Method# Tested Nitrate as Nitrogen ND mg/L 0.10 10 EPA 300.0 12/17/2008 Copper 0.10 mg/L 0.10 1.3 SM 31 1 1 B 12/23/2008 Iron ND mg/1. 0.10 0.3 SM 31 I!9 ;1/23nn08, Sodium 14 mg/L 1.0 20 SM 311113 12/23/2008 Total Coliform Absent P/A 0 0 SM9223 12/17/2008 Conductance 170 umohs/cm 2.0 EPA 120.1 12/17/2008 pH 7.5 pH-units 0 SM 4500 H-B 12/17/2008 LWater sample meets the recommended limits for drinking water of all the above tested parameters. Approved B (La rector) l2 /3 > r, ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 BARt4 ►ABLE al FALSE CHIMNEY BY OTIjfRS I M 1 "I I '.' 0 AM9� 35 RIDGE VENT NrCLASS A uIISIONVA FINGGLE " b RIDGE VENT RIDGE VENT �YTFF FM ONSITE CORNER TRIM /,BY OTHER 0 m MOTION ffH ® ®® SENSOR Ln WP GFI iffm 4+H FT-T D CEDAR SHINGLES ® ONSITE BY OTHER L . . 1 -:�:dl 11 1 1 Al FRONT ELEVATION NOTE: ELEVATIONS ARE FOR GRAPHIC REPRESENTATION ONLY.REFER TO WORK ORDER FORM FOR DETAILED INFORMATION. Sawa ana9i Paul Bemard COLONIAL �ONT°�'A1ON Z ° LP&MR KBS BUILDING SYSTEMS, INC. Z EwaREan West amstal�le,MA Newport,RI DWN Br SA _�'o' N M%n 300 PARK STREET, SOUTH PARIS, ME 04281 FILE NAME: Q-08-0358JK DVYN BY: SA vlamaNP SERIAL# DATE: 11/30/06 Ua RM 0 B'$'a'B PHONE:207-739-2400 FAX:207-739-2223 12 9r 3"V.T.R ` (12 flu fl-J1 FMI vwaE oa�.er ® 91 nomEas aocEVERr coRRe�mn now a�rr tws c RooRRo 3"V.T.R. p�TM� WOGE VEM � v ® J �.. ® � 090 oo ao 3•V.T.R. " R ONL1 "D LEFT ELEVATION M RER000 � R� Q Q a aQ M ,2 EE6MGIOgIFI �� �9 o��oT�R 3"V.T.R. uraRE mRiaEio REAR ELEVATION 12 ® �9FBI T.R. Q CpWER TOI BY OTTER NOTE:ELEVATIONS ARE FOR GRAPHIC ��`-•- REPRESENTATION ONLY. REFER TO WORK ORDER FORM FOR DETAILED INFORMATION. RIGHT ELEVATION i E VER CR ELEVA-nCN5 Ba Fa ao Sawayana i Paul Bemard COLONIAL SHEET# P2a_ o KBS BUILDING SYSTEMS, INC. West amsta�le, MA Newpo , scALE: va•-,'o• N 300 PARK STREET, SOUTH PARIS, ME 04281 FILE Q 06 0358JK p TE; 11/3D�0 BA� PHONE:207-739-2400 FAX:207-739-2223 ONSITE BULK HEAD 69'4r I I I jl I Ij m-s r-1 1/4• 10'-91/4' 17-4 SW r-4 1n6• 14'-71v1(r II I 5'4 1/6' 511r 51? 51? 510 311r 11 11 5121 12-6 1? -0• 21'-0 3/4' I 4 t14WP GFI WP J2' "�" WP PD6086 30 -2 IL--- ---II 3 WP tRE•mo— j WP 5262 WC24 IW1 1 W21 W3015 W21 2i 3 26210 EIEL PRFANW ; UAL PORT DUAL PORT OQ 4 w P B9 S036 0-0 DW 1 ra 1/4 B RAISE FIREPLACE a v BATH 2 e�.W FINISHED SURROUND 74 SF a R I aw 1?FILLER 12'AF.F. g I aa�Droavr i 4b ❑0 I $ R R 0 i-1? BOX•A' Ix U s9 SFY I� KITCHEN SF N FLLER q a WP R R ICf f (7= N U v R R 3'4r N D GREAT ROOM Cv R Cy 1'FILLER 283 SF ri++DRr 12'DOOR FOR DUAL PORT bo m LAUNDRY CHAS B24 AD36 B24 ai10 R xao,wR rN�DRov 'A. GARAGE ^a O. IDCA NlrlN1ED N in m ---- 1?FILL --- -- r BA--- TIE FEND-0T4]IR -- --------------- ------ -------------------------- ---------- SMOOTH TRANSITION 'T W24 S W24 y1EEMERr SMOOTH TRANSITION � 1 SMOOTH TRANSTION SMOOTH (2)1-1?X 9-1A'LVL'S FA RIM EA.SIDE T-(r (1)1 1?X 9 1/4•LVL (2)1-1?X 9-1/4'LVLS 7-6' TRANSITION EA RIM EA SIDE 1ST FLOOR CEILING,2ND FUR FLOOR J L--- EA RIM EA SIDE --- -------------- ----- BATH3 �31. II I ---24 SFI I IZI (2)-2X6'4 — EA SIDE IN CEW G n,I-'Il FOq ol a7FFOOR E 1/4' ru tl I S W� 10'128•LAUNDRY CHUTE 3'-71/4' FLOOR TO 11 e fAE r II I Iv § BOX"B" R FOYER I I. R IY DINING ROOM 75SF Ily STUDY m 6WADE tP0R HEADERS ON EAVE 151 SF �y OAK RAILING II 113 SF O00 MASTER BEDROOM DUK.coRr y soES SNAu taVEm1X•x Y1PLA% UP I I 228 SF AIO NEA0ER9 ON TIIE DNIIE END! R R R db ie� BNAty NAVE PI nItv..lwrx r ro 3 BASEt.Ellf ro SECOND Dwt,fDt[i § N m WP ------------- Au cENmAi vAcwMp"Rrs zr AFF. FLOOR TAR ----- 3!4r GFI 3C 305 SG S2 0 WP 3152 3 3 3 52 , 12 1? 4'-2' WP 2'-1- 11'-103W 7-1' 13'd 1/4' 51? 51? 31? 31? 31? 91? 51? g$• 12-1 1/4' 6'-3 3/4' 9'-1' 9'-1' 6'-3 3/4- 9'-2 SIB• 6'-3 3/4' 4'-0 7/6' 69'-0' HARVEY WINDOWS 8'-0"CEILINGS Sawa ana i Paul Bemard COLONIAL 1StFLOCRRM ca °W'M KBS BUILDING SYSTEMS, INC. y 99 Z 04M REO.IT R West Samstable, MA Newport, RI scnLE:# 3ns"=r-o• MQRMA FILE NAME: 0-0"3584K DWN BY: SA ,I„� 300 PARK STREET, SOUTH PARIS, ME 04281 SERIAL#'. DATE: 11/30/06 le NJLDmBwrm PHONE:207-739-2400 FAX:207-739-2223 69'4r 181A' 13'4• 14'4r 22'-9' 4Z- 5 1 3 1rr 3 1rr 5 1Q' 3 1!C 5 1Q• 13'4r 10 r 7-1' 8'-81R' v7-1' 18'-I Wr 14'-0' 3052-2 GRESS 28210 3 -2 - - _________________________ ___________________________ I I DUALa°ar BATH 1 63 SF § ti W/HEAT LAMP +^ m W W 0.1 K O BEDROOM 3 0 132 SF _ 3: DUAL-PORT BOX•C• R q z t-r $ R 7V aib CEILING LINEN m ________________ TRANSITION aOOILO. Cv WWp OFWUM MRNoR T ro FOR NON CEILING R�SITABIE SPACE '° T 7-0' 2'-8' "* WIS"ASIE SPACE —_--------TRANSITION----__---- I I �� 2'4•X V4)m r DOOR FOR 117 FILLER z4r X 8'-0• i'� CUSTOM ACCESS LAUNDRY CHUTE CUSTOM ACCESS I .I STEP �7 DOWN I ISTEP �PANEL(INSUUITEODI Y-VA.F.F. R PANEL(INSULATED) i DOWN NON HABITABLE SPACE I I� UAL zs �I I a r----- —SMOOTH TRANSIT ION— -----___-- M 2-V c+>112 x+�Lw NON HABITABLE SPACE " WARDROBE T I I EA.RIM EA.SIDE 1 I fOYE" I I 8 ; oRwr CEILING ______________ (2)zB. DRY +:, g FAMILY ROOM --TRANSITION CHUTE I I 511 SF CEILING 17 DOOR FOR � TRANSITION 8'X25'CHASE LAUNDRY CHUTE 3'-7+/4' 7-0'A.F.F. DUAL-PORT DUAL-PORT DUAL-PORT BOX•D• R 4b o,b R 4b T BEDROOM 2 168 SF UP R 3'-0' I NL CEHTRK V/iLNRI PORTS N'/�.FF. 111C�E p------------------------� DIAL-PORT z S Cv ;• +3''0• 3052E RESS 305 SG 3 3 3 2 14'-3' 2&-6 Irr 14'-0' 13'-0' S1? 3 12' S 1/2' 42 5'-7 1/4' 6'-3 3W 9'-T 91-1' 6'-3 314- 19'-7 114' HARVEY WINDOWS 8'-0"CEILINGS ENOSawa anagi Paul Bernard COLONIAL �OOR`'`�"' z ° °` ' ° KBS BUILDING SYSTEMS, INC. West Bamstable, MA Newport, RI SHEET# Pa o BaR'�+MP /� SCALE: ins•=1'-0• y „�„ 1 300 PARK STREET,SOUTH PARIS, ME 04281 FILE NAME: Q 06-0356 JK DWN BY: SA �R SUM#: DATE: 11/30/06 0IQRMn 616,E PHONE:207-739-2400 FAX:207-739-2223 6'•B• 27'-• 8'Ir -_____ __________--- ___________________________--- _______________________--- ________________ -------___-----______ I I I I I I I 4 1 1 j 1 1 I 1� I,LANDERSON I� �L---ERSON I II 1 RS2138 II ( RS21. I II II SKYLIGHT II II SKYLIGHT CEILING LL-_•JJ I - I I TRANSTION I ROOF BELOW ROOF BELOW I NON HABITABLE SPACE � I THIS ROOM DOES NOT MEET LVL STICKS ABOVE FLOOR� a I j $ LIGHT AND VENT 601 SF oowrr I I I I CEILING CEILING ---- I I TRANSITION ------ TRANSITION I 3'-7 1/4' 1 I 1 1 I I 1 b b j I I I I• 1- I I- I ------- ----------------------------------------------------------------------------- --------------------- 13'4• 47-0• 14'-0• 69b HARVEY WINDOWS 8'-0"CEILINGS 3rd FLOOR PLAN ENG.RM no Sawa ana i Paul Bemard COLONIAL co �TQ KBS BUILDING SYSTEMS INC, Y 99 SHEET# P4a O 04M �aR West Bamstable,MA Newport,RI SCALE: 3/16'=1'-0• m E RMA FILE NAME: Q-06-0356.IK DWN BY: SA ,,,,� 300 PARK STREET, SOUTH PARIS,ME 04281 SERIAL#: DATE: 11/30/06 6YSTM PHONE:207-739-2400 FAX:207-739-2223 69'-0• ---------------- ---------------------------------------------------------------------------------------------------------------------- ---------- ------------------------------------------------------------------------------------------ �� PEX DROP N I I I I 1 I LOCATION I I I I I j FROST I I I I WALL I I I 1 1 I I I i I I I I I I I 1 I I I ,. ➢q'7 j�7 I 1 1 1 I I 1 5�-s• s-r 4'4r e•-1• e'-6• 6'40• 6'-2 1v-11rr 1 I I I I I I 1 I I I FLOOR FLO�LO.. - FLOOR LOAD ELI E�] FLOOR LOAD NURD�TDRY Lwa�TDRr LOAD TURY ONLY ONLY I I I I ONLY 1 I 1 11692 LOS 10557 LOS 13175 OS 173 LOS 6636 LOS 14633 LOS 17057 LBS 1 ; 1 1 1 g 1'-6• I I I I 1 110' LV1N II FROST 10•-1I�1j ------- - y 38'-10 7/6130• 6R1 1 WA Y2 LL ----------. ---------- L-------- ---------- - ------------------------------------------------------------------------- ---7-0• -II1I - 17-712 JI1III 55'-612• FWNMTRJN NOlEB: 1.)IALLY COLUM!SPAONG Rt SUBJECT TO CFUIIGE I1Nii FMN.APPROVAL ].)SIPUCTURAIDEStt.N OF THE fO1M011110N PER 6RE(gNDIfgNB AND LOCK MOIOR STATE GY)DE9 NDT BY RB9 ].)BVlN11EAD N1D SUW Siff Nat LOGRON PER 6DE CONDR10N5 NOT BY RBS �J RIE BURGERLEM,P RE T MSTNL TO T F PME ORFENSIDNS OF THE SET 6 ALL SITE SRlb l6RL SEAIER SQUARE IJD LE�FI BEFORE 1ME MOOUIM MID PANELIffD PORTIONS FOII SET BY RBS. FCUNm7ION LAYOUT F,1a REM eto Sawayana i Paul Bemard COLONIAL SHEET# P19a o �� KBS BUILDING SYSTEMS, INC, West Bamstable, MA Newport, RI SCALE: 3116•=1'-0• 1n FN RMA 300 PARK STREET SOUTH PARIS,ME 04281 FILE NAME: Q-08 0356.IK DWN BY: SA �, v WRW SERIAL#: DATE: 11/30/06 CC 6 PHONE:207-739-2400 FAX:207-739-2223 M07 AUG 10 AM 9: 35 DIVISION CERTIFICATE OF ANALYSIS Page: 1 10' Barnstable County Health Laboratory Report Prepared For: Report Dated: I1/8/2006 Shaun F. Harrington All Cape Well Drilling Order No.: G0638682 P O Box 126 Brewster, MA 02631 0 o,) - Laboratory 1D#: 0638682-01 Description: Water-Drin ng Water a Sample#: Sampling Location: 1�85_Rt.6A'Barnstable,MA Collected: 11/5/2006 Collected by: All Cape Received: 11/6/2006 Routine +Ammonia ITEM RESULT UNITS RL MCL Method# Tested Ammonia BRL mg/L 0.20 EPA 350.3 11/6/2006 Nitrate as Nitrogen BRL mg/L 0.10 10 EPA 300.0 11/6/2006 Copper BRL mg/L 0.10 1.3 SM 311 IB I1/7/2006 Iron 2,3 mg/L 0.10 0.3 SM3111B 11/7/2006 Sodium 14 mg/L 1.0 20 SM 311113 11/7/2006 Total'Coliform Present P/A 0 0 SM9223 11/6/2006 Conductance 170 umohs/cm 2.0 EPA 120.1 11/6/2006 PH .7.3 pl-l-units 01 EPA 1.50.1 11/6/2006 " EPA'52'*2, -Volatile Organics by GC/MS I ITEM Y ,� RESULT UNITS Rti 1VICL Method# °Tested' Diclilorodlfluorometlianes" BRL ug/L 0.5 EPA 524.2 1 N/2006 Cliloromethane BRL ug/L 0.5 EPA 524.2 11/6%2666 Vinyl chloride BRL ug/L 6.5 2.0 EPA 524.2 11/6/2006 Bromomethane BRL ug/L 0.5 EPA 524.2 11/6/2006 1,1,1,2-Tetrachloroethane BRL ug/L 0.5 EPA 524.2 11/6/2006 1,1,1-Trichloroethane BRL ug/L 0.5 200 EPA 524.2 11/6/2006 1,1,2,2-Tetrachloroethane BRL ug/L 0.5 EPA 524.2 11/6/2006 1,1,2-Trichloroethane BRL ug/L 0.5 5.0 EPA 524.2 11/6/2006 1,1-Dichloroethane BRL ugiL 0.5 EPA 524.2 11/6/2006 1,I-Dichloroethene BRL ug/L 0.5 7.0 EPA 524.2 11/6/2006 1,1-Dichloropropene BRL ug/L 0.5 EPA 524.2 1I/6/2006 1,2,3-Trichlorobenzene BRL ug/L 0.5 EPA 524.2 11/6/2006 1,2,3-Trichloropropane BRL ug/L 0.5 EPA 524.2 11/6/2006 1,2,4-Trichlorobenzene BRL ug/L 0.5 70 EPA 524.2 11/6/2006 I.2,4-Trim ethyl benzene BRL iig/L 0.5 EPA 524.2 11/6/2006 1,2-Dibrorrlo-3-chloropropane BRL ug/L 0.5 EPA 524.2 1 i/6/2006 112-'Dibroni6ethane(EDB) BRL LWL 0.5 EPA 524.2 1 1/6/,2006 1,2-Di+chlorobenzene BRL ug/L 0.5 600 EPA 524.2 11/6/2606 1 ichloroetlYane a BRL 2°D ug/L 0.5 5.0 EPA 524.2 11/6/2006 1,2-Dichloropropane BRL ug/L- 0.5 EPA 524.2 11/6/2006 1,3,5-Trimethylbenzene BRL ug/L 0.5 EPA 524.2 11/6/2006 1,3-Dichlorobenzene BRL ug/L 0.5 EPA 524.2 11/6/2006 MCL=Maximum Contaminant Level RL = Reporting Limit Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 � m r T e e m r, n to e r � r CL{ 1 l IC A 1 E lJF 1�NAI-j 7�SI Page: 2 Barnstable County Health Laboratory `ss,rHLS.?% Report Prepared For: Report Dated: 11/8/2006 Shaun F. Harrington All Cape Well Drilling Order No.: G0638682 P O Box 126 Brewster, MA 02631 Laboratory ID #: 0638682-01 Description: Water-Drinking Water Sample#: Sampling Location: 1085 Rt.6A.Barnstable,MA Collected: 1 1/512 006 Collected by: All Cape Received: 11/6/2006 EPA 524.2- Volatile Organics by GUMS ITEM RESULT UNITS RL MCL Method# Tested 1,3-Dichloropropane BRL ug/L 0.5 EPA 524.2 11/6/2006 1,4-Dichlorobenzene BRL ug/L 0.5 5.0 EPA 524.2 11/6/2006 2,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 11/6/2006 2-Chlorotoluene BRL ug/L 0.5 EPA 524.2 11/6/2006 4-Chlorotoluene BRL ug/L 0.5 EPA 524.2 I1/6/2006 Benzene BRL ug/L 0.5 5.0 EPA 524.2 11/6/2006 Bromobenzene BRL ug/L 0.5 EPA 524.2 11/6/2006 Bromochloromethane BRL ug/L 0.5 EPA 524.2 11/6/2006 Bromodichloromethane BRL ug/L 0.5 EPA 524.2 11/6/2006 Bromoforrn BRL ug/L 0.5 EPA 524.2 11/6/2006 Carbon tetrachloride BRL ug/L 0.5 5.0 EPA 524.2 11/6/2006 Chlorobenzene BRL ug/L 0.5 100 EPA 524.2 11/6/2006 Chloroethane BRL ug/L 0.5 EPA 524.2 11/6/2006 Chloroform BRL ug/L 0.5 80 EPA 524.2 11/6/2006 cis-1,2-Dichloroethene BRL ug/L 0.5 70 EPA 524.2 11/6/2006 cis-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 11/6/2006 Dibromochloromethane BRL ug/L 0.5 EPA 524.2 11/6/2006 Dibromomethane BRL ug/L 0.5 EPA 524.2 11/6/2006 Ethylbenzene BRL ug/L 0.5 700 EPA 524.2 11/6/2006 Hexachlorobutadiene BRL ug/L 0.5 EPA 524.2 11/6/2006 Isopropylbenzene BRL ug/L 0.5 EPA 524.2 11/6/2006 Methylene chloride BRL ug/L 0.5 5.0 EPA 524.2 11/6/2006 Methyl-tert-butyl ether BRL ug/L 0.5 EPA 524.2 11/6/2006 Naphthalene BRL ug/L 0.5 EPA 524.2 11/6/2006 n-Butylbenzene BRL ug/L 0.5 EPA 524.2 11/6/2006 n-Propylbenzene BRL ug/L 0.5 EPA 524.2 11/6/2006 p-Isopropyltoluene BRL ug/L 0.5 EPA 524.2 11/6/2006. sec-Butylbenzene BRL ug/L 0.5 EPA 524.2 11/6/2006 Styrene BRL ug/L 0.5 100 EPA 524.2 11/6/2006 tert-Butylbenzene BRL ug/L 0.5 EPA 524.2 11/6/2006 Tetrachloroethene BRL ug/L 0.5 5.0 EPA 524.2 11/6/2006 Toluene BRL ug/L 0.5 1000 EPA 524.2 11/6/2006 MCL=Maximum Contaminant Level RL = Reporting Limit Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508:,375-6605 r- '- or CERTIFICATE ®F ANALYSIS Page: 3 Barnstable County Health Laboratory Report Prepared For: Report Dated: I1/8/2006 Shaun F. Harrington All Cape Well Drilling Order No.: G0638682 P 0 Box 126 Brewster, MA 02631 Laboratory ID#: 0638682-01 Description: Water-Drinking Water Sample#: Sampling Location: 1085 Rt.6A.Barnstable,MA Collected: 11/5/2006 Co?lccted by: All Cape Received: 11/6/2006 EPA 524.2 - Volatile Organics by GUMS ITEM RESULT UNITS RL MCL Method# Tested Total xylenes BRL ug/L 0.5 10000 EPA 524.2 11/6/2006 trans-1,2-Dichloroethene BRL ug/L 0.5 100 EPA 524.2 11/6/2006 trans-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 11/6/2006 Trichloroethene BRL ug/L 0.5 5.0 EPA 524.2 11/6/2006 Trichlorofluoromethane BRL ug/L 0.5 EPA 524.2 11/6/2006 Reconunended maxintunt contamination level for drinking ivater exceeded due to Colifortn Bacteria and Iron. Retesting is recommended. May present aesthetic problents due to Iron. Approved By:, _ _. (Lab i ector) MCL=Maximum Contaminant Level RL = Reporting Limit Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph 508-375-6605 CERTIFICATE OF ANALYSIS Page: 1 = M Barnstable County Health Laboratory "...,,cH 1. Report Prepared For: Report Dated: 11/16/2006 Shaun F. Harrington All Cape Well Drilling Order No.: G0638775 P O Box 126 Brewster, MA 02631 Laboratory ID#: 0638775-01 Description: Water-Drinking Water Sample#: Sampling Location: 1085 Route 6A W-Barnstable,MA Collected: 11/14/2006 _�_ Y Collected by: All Cape Well Exit 5 Gallery Received: 11/14/2006 Test Parameters ITEM RESULT UNITS RL MCL Method# Tested Total Coliiorm Absent P/A 0 0 SM 9223 11/14/2006 Water sanr�le greets the recanrmeno'ed limns for drink/ng water of all the above t to es d paraitieters. Approved B PP Y• (Lab erector) / t C:) tla. C:) tV �" M (.n r- o rn MCL=Maximum Contaminant Level RL = Reporting Linnit Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 CERTIFICATE OF ANALYSIS Page: 1 Barnstable County Health Laboratory 9tit�tl554 Report Prepared For: Report Dated: 12/12/2007 Junichi Sawayanagi Order No.: G0744458 1085 Main Street West Barnstable, MA 02668 Laboratory ID#: 0744458-01 Description: Water-Drinking Water Sample#: Sampling Location 1685 Main St.W.Barnstable,MA � Collected: 12/11/2007 Collected by: J.S. Map 178 Parcel 4-2 Received: 12/11/2007 Routine ITEM RESULT UNITS RL MCL Method# Tested Nitrate as Nitrogen 0.38 mg/L 0.10 10 EPA 300.0 12/11/2007 Copper 0.77 mg/L 0.10 1:3 SM 3111B 12/12/2007 Iron ND mg/L 0.10 0.3 SM3111B 12/12/2007 Sodium 12 mg/L 1.0 20 SM3111B 12/12/2007 Total Coliform Absent P/A 0 0 SM9223 12/11/2007 Conductance 110 umohs/cm 2.0 EPA 120.1 12/11/2007 PH 6.2 pH-units 0 SM 4500 H-B 12/11/2007 Water sample meets the recommended limits for drinking water of all the above tester!parameters. Approved By: (Lab ector) C= C.7 !1 N c,n CO ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Boa 427, Barnstable, MA 02630 Ph: 508-375-6605 L _ .�i`ir. ,� t F Page: 1 m CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory Report Prepared For: Report Dated: 01/29/2002 RECEIVED Order Number: G0213138 Junichi Sawayanagi .45 Plant Road F E B 1 1 7002 MA LP Hyannis, MA 02601 PARCEL ; �� 6 0 �- TOWN OF BARNSTABLE LCT HEALTH DEPT. Laboratory ID#: 0213138-01 Description: Water-Drinldng Water Sample#: 13138 Sampling Location: 1085 Route 6A, West Barnstable MA Collectedi 01/10/2002 Collected by: Sawayanagi Received: 01/11/2002 Routine ITEM RESULT UNTTS MCL Method# Tested LAB: IC Lab Nitrates <0.1 m9/1- 10 EPA300.0 01/11/2002 LAB:Metals Copper £3.6.r mg/L 1.3 SM 3111B 01/11/2002 Iron 43.0j mg/L 0.3 SM3111B 01/11/2002 Sodium 11 mg/L 20 SM 3111B 01/11/2002 LAB:Microbiology Total Coliform Absent P/A Absent 309 01/10/2002 LAB: Physical Chemistry Conductance 123 umohs/cm EPA 120.1 01/11/2002 pH 6.0 pH-units EPA 150.1 01/11/2002 Note: SBised on the results of the parameters tested,the water is suitable for-drinking but may,present aesthetic problems(taste, odor,staining)due to iron,and copper..? _ Approved By: (Lab Director) 2./1/ZooZ Superior Court House, PO.Box 427, Barnstable, MA.02630 Ph:.508-375-6605 11/17/2006 FRI 10: 12 FAX 5083627103 Barnstable CTY HealthLab -•-- BARNSTABLE HEALTH 0001/001 i �yof_aA CERTIFICATE OF ANALYSIS Page: 1 J 9yi�i Barnstable County Health Laboratory �- 9�s�cxvs Report Prepared For: Report Dated: 11/16/2006 Shaun F. Harrington All Cape Well Drilling Order No.: G0638775 P O Box 126 Brewster, MA 02631 Laboratory ID#: 0638775-01 Description: Water-Drinking Water Sample#: Sampling Location: i1085 Route 6A West Barnstable,MA-7 Collected: 11/14/2006 t Collected by: All Cape Well Exit 5 Gallery Received: 11114/2006 Test Parameters ITEM RESULT UNITS RL MCL Method#I Tested Total Coliform Absent P/A 0 0 SM 9223 11/14/2006 Water sample meets the recommended limits for drinking water of all the above tested parameters. Approved B I PP y• I (Lab erector) -7 /J f I 3 I i i , i MCL=Maximum Contaminant Level RL = Reporting.Limit Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 i J CERTIFICATE OF ANALYSIS Page: 1 Barnstable County Health Laboratory "�'rstCF3t`5 � Report Prepared For: Report Dated: 11/10/2006 Shaun F. Harrington All Cape Well Drilling Order No.: G0638736 P 0 Box 126 M1 Brewster, MA 02631 ------------- - - -- ------------- Laboratory ID#: 0638736-01 Description: Water-Drinking Water .Sample#: Sampling Location: 1085 Route 6A West Barnstable,MA Collected: 11/8/2006 Coliected by: Customer Received: II/8/2006 Test Parameters ITEM RESULT UNITS RL MCL Method# Tested Total Coliform Present P/A 0 0 SM 9223 11/8/2006 Reconnnended maximunt contmnination level exceeded due to Coliform Bacteria. Retesting is recanntended. / Approved By- (L irector) -61 31 01 _5A Ln } —0 � l N �y I I MCL=Maximum Contaminant Level RL = Reporting Limit Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 r No.—V='o _---------- Fee _- ----- -- BOARD OF HEALTH TOWN OF BARNSTABLE ����icat ion,for�eiY �on�trutt ion hermit Application is helreb made for a permit tdryo 9CAonstr ct� ), Alter ( ), or Repair ( )an individual Well at: Location — Address _ Assessors Map and Parcel owni, Add — Installer — Driller Address Type of Building Dwelling ------_----_____---_----- Other - Type of Building—;—__—_____.___ No. of Persons---------.----_---- -- Type of WellCapacity------------------------- Purpose of Well--- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. Signed d Application Approved By date __—___-- Application Disapproved for the following rea ns: ____---_—_____ date Permit No. ___ Issued---�o --- ------------------------ date BOARD OF HEALTH TOWN OF BARNSTABLE (L ertif icate ®f (Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) _Installer at--- — — ---------------------------------- -------------------------------- has been installed in accordance with the provisions of the Town of Barnstable Boa d of ealt ate Well Protection Regulation as described in the application for Well Construction Permit No. - _ ated--------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE - --- Inspector-------------------------— --------— - NO.- Fee---=--------------- !� BOARD OF HEALTH TOWN OF BARNSTABLE 0pp[icatio -for Vell Cootrurtiort-pwrmit Application is hereby made for permit to Construct ( ), Alter ( ), or Re air ( )an individual Well at: _ Location — Address _ Assessors Map and Parcel l --C'_?_—__t-- ------ ---r- ------ ne Address --- —— — -- ------------ -- —— Installer — Driller _._ Address Type of Building Dwelling—� � - --------------------------- Other - Type of Building.---____—________._____ No. of Persons-------------------.----_-_ Type of Well— * -------------- Capacity---- - - --—- --- ---— Purpose of Well - --- ----------------- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to, place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. Signed ' . — -- -¢--------— -- /(7 si p_ Application Approved B // - k1l,� %� , I—A PP Y - - _ ✓ J �<< Application Disapproved for the following real s: __—_____-----_------- —______—_______ 0�/� O date tv Permit No. ---- Issued------ ------ z------ --------------------------------- date ----------------------------------------------------------------------------------------------------+'—�� f BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f �Com�[ianre THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) bY— --------- - -- ----- ----- ----------------------------------------- -------- Installer at- -- -- ------ ------------------------------------------------------------------------------------ has been installed in accordance with the provisions of the Town of Barnstable Boa d of eaWtrito Well Protection ,,Regulation as described in theapplication for Well Construction Permit No. - - - d----.-.--.------=---- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE----_-- -- — - —-- Inspector------------ ------------------------------------------------------------------------------------- ------------------ BOARD OF HEALTH - - 'OWN OF BARNSTABLE o �erY �Con5tructio�tperntit Fee- Permission N0 /C Z - � --------- Permission is ereby granted-- to Const uct It ( ), or e-pair ( ) Individual W Dam i �No. -- - — ' � j. — --- -- ---- ---- --- - - Street as shown a ap lic tion for a Well Construction Permit / No.- 0 �� — - -- Dated --------------------------------- 1 � 1 Board of Health L6 CATION � SEWAGE f�M1T N0. VILLAGE INSTTAA LLER NAME A ADDRESS ��Y%LG�ri BUILDER R OWNER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED L ,, �� �� �2`I � 'r � r THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Application is hereby made for a Permit to Construct (A_) or Repair an Individual Sewage Disposal System at: -------------------------------- jocati Add s Lot No. 1wn Address Type of Building Size Lot .........Sq. feet Dwelling—No. of Bedrooms.......... ................Expansion Attic Garbage Grinder Wd) Other—Type of Building ...... No. of persons---------------_----------- Showers Cafeteria VV) Other Distribution box Dosing tanli Test Pit No. I....4__;�,_.minutes per inch Depth of st Pit..... ....... Dept9 to ground water-----/J.m -.---.'-_-.__--'''__'__-__-___---_-____'____--______'-______'-- w Description of __ t� ---_--_-_---.----____'_---__--''-_-_'--_---.__-_-__'__.----_--_-'_----'____- U Nature of Repairs or Alterations--Answer when --_------'-_--_-_____.__.___________ ------ '----```----------`---'---`---------------- Agrccoeot: � The undersigned agrees to install the uforedescribed Individual Sewage Disposal System inaccordance with the provisions of TI I'1 �� 5 of the St te Sanitary Code— The undersigned further agrees not to place the system in operad"'u I a Certificate of Wilance has been issued by the boardof health. _M4 si/-Jf'I L�~ App ication Approved B ~- c-� ��� ...........................................^«'�'~r--~ ��'��e�/��, THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Application is hereby made for a Permit to Construct (X. ) or Repair an Individual Sewage Disposal System at: L ti Add s or Lot No n Address Type of Building Size LotA)lY5..........Sq. feet a4Other fixtures ..................................I........................................................................S(f............................... Z Other Distribution box (A) Dosing tan The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TI TILj 5 of the State Sanitary Code—The undersigned further agrees not to place tht system in operation until a Certificate of Compliance has been issued by the board of health. Signec 4- � C, Date Application Approved By.-..,-......................................... ...Z/22��*�V�_65.1........... Date Date Date THE COMMONWEA4TH OF MASSACHUSETTS BOARD OF HEALTH � TTII-,If Y, That the Individual Sewage Disposal System constructed _ ) or Repaired Installer has been installed in accordance with the provisions of TITMF 51 of The S-tate Sanitary Cofe as d sgibed in the application for Disposal- Works __-- . . � D 19 se. IV u. N Vs�i� T //. Z Lod y A_ , of /o;3S .S,F 12 y��*��� MAssy o• , rn /�o , �j, ✓. ORSE y Z 0 N K !3 I- T( FScrON � _ c� hdS_RT a LEGEND BRUCE ` EXISTING SPOT ELEVATION O,cOJ_ORi3c3' 1XI`G'TING CONTOUR -- 0 ---- CERTIFIED PLOT PLAN c. / SNEO SPOT ELEVATION ,, r .c-vci< ✓ �'1II��:;SHED CONTOUR 0 � �:��► g4,t:-`:f: . Ld T /ot� IAlf,57 f/YAK//isw�T t Nt1 'p ' ;The ,location' of any existing und,�ergs ound'sewerage, wells, :or other utilities shown on this plan is approx- I N x £imate only as determined from records and/or verbal A ,�, ,7�'� , �+ information. The contractor is responsible for the r rV6ri c' ation of the existing locations in the field. SCALE, / "=3o' DATE t., hREDGE EN6/NEER/NQ CO. IAI CLIENT. .._ I CERTIFY THAT THE PROPOSED ' EGISTERE REOISTE'RED J08 N0. ��� BUILDING. SHOWN ON THIS PLAN 4�EY CIVIL LAND CONFORMS TO THE ZONING LAWS E G NEER RV DR.BY'" . �°1:.. OF BARNSTABLE , MASS. 712 MAIN STREET CH. BY4AEAS HYANNIS MASS.' SHEET.1OF Z - REG.. LAND SURVEYOR F /YOTF //� E/TNzR THE SEPT/G TA ov DR P a0 FT. M//V. LEACNIiYG PIT ARE MOR& TNA/V /2"4iFLOW /a0 M/IV. CrRAv�, A 24',p/AM EVER CONCR'.FTAF COiiER > swALL B.E a9RDt/Cy,yT TO 6RAO.E.CAN EXTR/q CO/VCRC7.E 4PYC PIPE hlE.4VY CAI ST /RO/Y CGI/ER SVALL BE USED MIN. P/TCN I /F//V OR/V,=W,4 y �L 44 ,4 COVERS PFR oo I 2 A MIN. CONCRETE A a .aovE co✓E.4 I CLEAN .SANG BACXF/LL :a: LQUIO'LEYEL •- ' �' � f 4. E�Dtlt640 ; Z*LAY.ER Plei u /PF Y o GAL. 4 e Q� /SYCG INJJV.PITCN p/ST. o r r • • • • •• • d �,• *WASHED 5 MC SEpT/C TA/V/C BaX ♦ • 1 r 1 •• • .e e •� 1 •.•EFfECT/Yg • • • ,i - 314 - �2 • • • r• DEPTN • • • • o WA3HED STONE 7 �c ! t7 = 7 8 i a� • e . • • • •• • v��p PRECAST SEf.F?�tGE s �o • • • •. • • • • • e o O/TOR EV!llV. IA(#eCA"r 44EVA77OWS SIT c.4FAcf-ry S=E.9 /NY.ERT AT.®!!/L.D/JVG ` !.� FT. • G t T. DVAM. INLET .SE'J�'/C T.4/VJrYD F7 O/Al•'f. rV_ C(SE� 714BLL:4TJO/V� OUTLET SEPT/C TANKS` INLET D/ST/�J8!/TlON BOX 3 9-`! FT. GROUND XCA7ER TAaBLE SECT/Q/N OF, O�/TLET.DJSTR/A&-r,ON Box 3 9 Z o F SEVAG� OlV RVTA LSVST'E/ / vt�r J�ACNIMC '17- -rA �.4TlAM LAACH11VO f=/T JTCALZ DES/6'M CNITERlr4 O!.•fG�Ns/ON —�--fT NUMBER OFBEDaROOJyS 3 DIMENSION G 4 _PT./'?I^/ GAROAGE D/SPOS�IL ulvJr No TEST TOTAL AWTZMW. ED FLOKI 3 3 y GAL.�DATi' cS0/L TEST Its/ SO/L 7ES7-*2 . / ,O i1(uMBER �t,�.�CXtI+� Airs �`.LrtEY. 4�/` EtE'Y. OATS GF SOIL TEST I rz3E �/ S/OE LEACJfI/VG PER P!T _ �SY� FT. /�E$utTS h//T/VESSED 1!Y BOTTOM LX�ICK/NG PER PI T 'r/ W. �T o O Z /°Ei4COLAT/OJV I�4Tl� i / LL�Ss J�INCN La --7 TOTAL LEACH//vG AREA '6 SQ, PT. s 0 1- PEA-COIATlOM RATE A2 r Zhu MJIv�lNCN �' RESERVELEACRIMSA vnREA Z 6.�' — 7 �. cam, 5� �,i� SOIL. 7c—sue 7 '3 6 17 �, '•�• e^��i� -(H D F M � i L,o T I O A f�C�}-c o C../< �/Z t vE qss,�, 7 7 z lr� 5T HIM-h/nl/S PO�e T `0�<- R015FRT t/Al- f/1 EOI. _aYAL - /> / r N �K .. tom.{ ^ � � � S � �•. �? ELDRED �i o SE: ti - Q el�fo��f!EP.Qt+AN arA . Li." ` ,QNo.10951. O Q 7t$! MAIN .97F /Y.4MN/3 MA ;d /SE ��� 9 GlSTE T: 3A Y.5 I0E; D.4Tuv Es ,� r^'�i .� IrwF .��� i'4r` .�/' vi'o V,`moo Y O�•_ '�� • Y A 5. Town of Barnstable P# �lime Department of Regulatory Services Public Health Division Date t6sy �� 200 Main Street,Hyannis MA 02601 �p Mltt Date Scheduled `'f Time_-� Fee Pd. Soil .Suitability Assessment for wage Asp t Performed By: J. Witnessed By: LOCATION& GENERAL INFORMATION Location Address Owner's Name -NA)t0Y/ �55w,4yAAO*l Address lo��S"�lAiN ST l3A�n15TABC �/ Assessor's Map/Parcel: /7 Q ` _Z /D r Engineer's Name J oe,<rg P,!-xpm�-W l'Gz NEW CONSTRUCTION REPAIR 1 Telephone# Land Use P Slopes(%) ©—3 Surface Stones&g� Distances from: Open Water Body 90ft Possible Wet Area lL ft Drinking Water Well �ft Drainage Way /b ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&.pert tests,locate wetlands in proximity to holes) IPLE4$�— 71Y f.FLA+A) e (;a IOf. cL j HMYpdAKs Parent material(geologic) Depth to Bedrock ►U I A Ca Depth to Groundwater. Standing Water in Hole. Weeping from Pit Face � d, Estimated Seasonal High Groundwater 1 ' DETERMWATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil moltlus: Depth to weeping from side of obs.hole: ✓ in, Groundwater Adjustment ft. Index Well# Reading Date: Index Weil level�,,.,,m..a Adl•factor_ Adj.Groundwater Level,za PERCOLATION TEST Date Time.m� Observation Hole# '' _ Time at 4" -�F Depth of Perc ,Z-�a Time at 6" Start Pre-soak Time @ ®� `� t�. 'time(9"-6") End Pre-soak Rate Min./Inch t12 Site Suitability Assessment: Site Passed Sitc•Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the, Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC e. DEEP.OBSERVATION HOLE LOG Hole# L - Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consisten v K Fom ! SERVATION HOLE LOG !Hole# � Soil Texture Soil Color Soil (in.) Other (USDA) (Munsell) Mottling (Structure,Stones,Boulders. C nsisten %Gravel) -r S oP P14: Lw- (�14 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. C itec G vl Z-44 Oct P�-.12o CZ s act,m• e L � , DEEP OBSERVATION HOLE LOG Hole#-3 a Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. onsi ten .k '2(p_ 01 ,� 16 tizb 4 o. �. z IV Flood Insurance Rate Man: Above 500 year flood boundary No— Yes ✓ Within 500 year boundary No Yes Within 100 year flood boundary No Yes. Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pe ious material? Certification I certify t fy that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required tramin expertise a d experience described in 310 CMR 15.017. Signature r- �1�.�" Date fib— '�"er(o Q.MPT1CIPERCFORM.DOC A t APPLICABLE STATE BUILDING CODES: GENERAL NOTES: ^" GENERAL NOTES (COWT): 1. IT IS THE BUILDERS RESPONSIBILITY TO INSURE THAT ALL INFORMATION IN THIS PACKAGE COMPLIES WITH ACCORDANCE WITH ASTM 96 IS INSTALLED ON WARM SIDE OF ATTIC INSULATION AND PROVIDED 50%OF THE MASSACHUSETTS LOCAL ORDINANCES. REQUIRED VENTILATION AREA PROVIDED BY VENTILATORS INSTALLED IN THE UPPER PORTION OF THE DESIGN CRITERIA: 2. BUILDER IS RESPONSIBLE FOR ALL SERVICE ENTRY CONNECTIONS TO MAIN SERVICE PANEL. VENTILATED SPACE AT LEAST 3 FL ABOVE EAVE OR CORNICE VENTS,WITH THE BALANCE OF THE REQUIRED MA STATE BUILDING CODE-61h EDITION 3. BUILDER IS RESPONSIBLE FOR ALL PLUMBING CONNECTIONS UNDER 1ST FLOOR JOIST AND ALL CONNECTIONS VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. USE GROUP: BETWEEN 1ST FLOOR CEILING AND 2ND FLOOR JOIST. MA FUEL/GAS/PLUMBING CODE-6th EDITION R4,ONE AND TWO FAMILY 31.ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8%OF THE 2005 NATIONAL ELECTRICAL CODE 4. IF THE HOME IS BEING SHIPPED INTO 11GMPH WIND ZONE.ALL FASTENING MUST COMPLY TO 110MPH WIND FLOOR AREA OF SUCH ROOM, THE MINIMUM NATURAL VENTILATION AREA SHALL BE 4%OF THE FLOOR AREA w/MASSACHUSETTS AMENDMENTS DWELLING ZONE CONNECTION SCHEDULE." VENTILATED. 5. THIS UNIT MUST BE CONNECTED TO A PUBLIC WATER SUPPLYAND SEWER SYSTEM IF THESE SYSTEM ARE 321NTERIOR DOORS ON HABITALE ROOMS SHALL BE 30'MINIMUM NOMINAL WIDTH. DOORS TO BATHROOMS CAN HEAT SYSTEM INFORMATION: CONSTRUCTION AVAILABLE. BE 28"IN THE STATE OF MASSACHUSETTS. CLASSIFICATION: 6. REFER TO CALCULATION MANUAL FOR BEAM AND HEADER DESIGN, SYSTEM TYPE: HOT WATER 5B/WOOD FRAME 7. DRAWINGS IN THIS SUBSET SHOULD NOT BE SCALED FOR DIMENSIONAL REFERENCE. DIMENSION LINES AND STAIR NOTES: FUEL TYPE: OIL (UNPROTECTED) NOTES SUPERSEDE ANY SUCH REFERENCE. 1. BASEMENT STAIRS SHOWN ARE TYPICAL FOR STANDARD PLANS. 8.WATER HEATERS IN ENCLOSED COMPARTMENTS ARE TO INSTALLED PER MANUFACTURERS SPECIFICATIONS' SPECIAL SYSTEMS: DESIGN LOADS: 9. POWER RANGE HOOD AND FANS ARE VENTED TO THE EXTERIOR WHEN APPLICABLE. WHEN NOT APPLICABLE A 2- ALL STAIR OPENINGS AND HEADERS ARE BASED ON BASEMENT CEILING HEIGHT OF 7'-7y"UNLESS NOTED LIVE LOADS RECIRCULATION FILTERING HOOD(MIN.100cfm)MAY BE SUBSTITUTED IF THERE IS A MINIMUM OF 4%NATURAL OTHERWISE. FIRE ALARM SYSTEM-AC/DC PHOTOELECTRIC SMOKE DETECTOR 1ST.FLOOR-40 PSF VENTILATION PROVIDED. 3. RISE,RUN AND OPENING FOR STAIRS MAY VARY AS PLAN DESIGNS VARY. MAXIMUM RISER OF 8 y"(7%"1N NH BEDROOM AREA-30 PSF 10.EACH DWELLING SHAH HAVE A PRIMARY LOCATION,A MAIN ENTRANCE BOOR AND THIS DOOR SHALL BE OF A AND VERMONT),MINIMUM TREAD IS 9-(10-IN NH AND VERMONT)WITH A 1 y"NOSING. STAIRS WILL HAVE MINIMUM SWING TYPE. MASSACHUSETTS REQUIRES EACH DWELLING SHALL HAVE TWO MEANS OF EGRESS IN AND ONE HEAD ROOM OF 6'-8"AND MINIMUM WIDTH OF T.0". THE STATE OF VERMONT WILL ALLOW 8 Yt"RISER AND 9"RUN IF BUILDING INFORMATION: ROOF-(SNOW LOAD) DOOR TO HAVE A MINIMUM OPENING OF 36'WIDE x 80'HIGH. DWELLING IS OWNER OCCUPIED. 40 PSF(Ground Snow) 11.BUILDER MAY SHIP KITCHEN AND/OR BATH CABINETS AND FIXTURES LOOSE AND/OR FURNISHED AND 4. BUILDER IS RESPONSIBLE TO INSTALL BASEMENT STAIRS,LANDING AND RAILING. RAILING SHALL BE INSTALLED AREA OF 1 st FLOOR: 1,535 Sq.Ft. ATTIC- 20 PSF AT 30"TO 36"MEASURED VERTICALLY FROM NOSING. AREA OF 2nd FLOOR: 1,152 Sq.Ft. INSTALLED ON SITE. CORRIDORS-40 PSF 12.ROOF SHINGLES ARE FACTORY INSTALLED AT THE RIDGE AND HINGE POINTS OF THE ROOF WHICH IS FACTORY 5. MAXIMUM VARIATION IN RISER HEIGHT BETWEEN 2 ADJACENT RISERS IS %b VOLUME OF ENCLOSED SPACE: 2 Stories; Ft. STAIRS-100 PSF FURNISHED BUT FIELD INSTALLED BY BUILDER. BUILDER MAY FURNISH SHINGLES AND FIELD INSTALL. 6. MINIMUM CLEARANCE FROM WALL TO HANDRAIL IS 1 Y2,HANDRAIL MAY PROJECT INTO THE STAIRWAY 3y" HEIGHT ABOVE FOUNDATION: 2 PERSON/ Height 30'2" BALCONY-60 PSF 13.ROOF SHINGLES ARE FASTENED WITH 6 FASTENERS PER SHINGLE,WIND ZONE IN THE STATE OF CONNECTICUT. MAXIMUM. DESIGN OCCUPANCY LOAD: 1 PERSON/200 OUTSQ.SIDE 14.HOLES,OPENINGS AND ACCESS PROVISIONS FOR COMPLETION OR INSTALLATION OF EQUIPMENT MAY BE DONE 7. LANDINGS SHALL BE AS WIDE AS STAIRS. BUILDING LOCATION: MUST BE OUTSIDE FIRE-LIMLTS. _.� p LOADS 1NFIELD IF DONE IN SUCH A MANNER AS NOT TO AFFECT THE INTEGRITY OF THE STRUCTURE ALL FLOOR, 8• SWING OF A DOOR OPENING ON A STAIRWAY SHALL NOT OVERLAP TOP STEP. LOT LINE MINIMUM SET BACKS: GREATER THAN 5'-0".' P {R� pp W. .ALL AND CEILING PENETRATIONS MUST BE FIRESTOPPED PER CODE REQUIREMENTS(IRC SECTION R602.8.1). 9. ALL STAIR RAILINGS AND GUARD RAILS SHALL BE INSTALLED BEFORE DWELLING IS OCCUPIED. ISM&aCa <1,y,CHIMNEY PIPE ANO DUCT PENETRATION THROUGH FLOORS.WALLS AND CEILINGS SHALL HAVE SUCH OPENINGS 10.3 OR MORE RISERS SHALL BE PROTECTED BY A HANDRAIL ON AT LEAST ONE SIDE EXTERIOR ENVELOPE INFORMATION: WINA FIRE OPPED. 11.OPEN SIDES OF STAIRS OR LANDINGS 18"OR MORE ABOVE ADJACENT FLOOR AND AT WINDOWS ON STAIRS OR B" 16.FOR.IELD CONNECTIONS SEE MODEL CROSS SECTIONS. LANDINGS SHALL HAVE RAILINGS. REFER TO MASSCHECK CALCULATIONS g+ ) 17.ALL OTES PERTAINING TO"IN FIELD-,-BY BUILDER'OR"'"ARE BUILDER/CONTRACTORS RESPONSIBILITY. 12.OPEN RAILINGS SHALL HAVE GUARDS BELOW RAILING THROUGH WHICH A 4"SPHERE CANNOT PASS. 18.ALL�tIPING AND DUCT WORK IN UNHEATED SPACES SHALL BE INSULATED. CHIMNEY/VENTING SYSTEM TYPE: Comm Tionwealth Of MaSSaCnll 3,415 19.EVERY SLEEPING ROOM SHALL HAVE,IN ADDITION TO PRIMARY EXIT,AN EMERGENCY USE OPENING OF LEGAL GARAGE NOTES: MASONRY(ON-SITE)OR ALL-FUEL TYPE CHIMNEY ACs tC�jf�t� YdlUatloft an OPE SPACE. WHERE WINDOWS ARE PROVIDED AS MEANS OF EGRESS THEY SHALL HAVE A SILL HEIGHT OF 1. GARAGES SHALL BE PROVIDED WITH AT LEAST ONE RECEPTACLE. (UL 103 HIGH TEMP)INSTALLED WITH PROPER NOT AORE THAN 44"ABOVE FLOOR,HAVE A NET CLEAR OPENING OF 5.7 Sq.FL AND MIN.NET CLEAR OPENING 2. ALL GARAGES SHALL BE GFCI PROTECTED INCLUDING THE ONE INSTALLED ON CEILING. CLEARANCES ON SITE. Inspection Agency OF 2 -x 24". ATTACHED GARAGES: 20.A S.OKE DETECTOR SHALL BE AC/DC TYPE,POWERED FROM A LIGHTING CIRCUIT AND PROVIDED ON EACH 1. ATTACHED GARAGE SHALL BE SEPARATED FROM DWELLING AND ITS ATTIC WITH A ONE HOUR FIRE SEPARATION, THIRD PARTY INSPECTION AGENCY: RAT%!J .nt is certified as being in confo TianCe FLO(R LEVEL INCLUDING THE BASEMENT,BUT NOT INCLUDING CRAWL SPACES(5313.2 9). SMOKE DETECTORS 2. A DOOR BETWEEN DWELLING AND GARAGE SHALL BE-A MINIMUM ONE HOUR FIRE RATED AND EQUIPPED WITH TPIA#03 EXPIRATION DATE OF CURRENT CERTIFILNPLAt%nY 04-30-08 with Ma558chUSeN5 State SH BE INSTALLED IN EACH BEDROOM AND IN THE VICINITY OF BEDROOMS. ALL SMOKE DETECTORS MUST BE SELF CLOSERS. Codes and the National WI R IN SUCH A WAY THAT ACTIVATION OF ONE WILL ACTIVATE ALL AND WITH NO INTERVENING SWITCHES. IF DWEUJNG ABOVE GARAGES: BUI ER INSTALLS ADDITIONAL SMOKE DETECTORS THEY MUST BE INTERCONNECTED WITH ONES INSTALLED BY 1. GARAGE MAY HAVE HABITABLE SPACE ABOVE,AND IF IT DOES GARAGE SHALL BE SEPARATED FROM DWELLING BBRS 1 DPS I.D. #: Electrical Code M LAIR MANUFACTURER. BY A ONE HOUR FIRED RATED FLOOR/CEILING. STRUCTURAL SUPPORT WALLS MUST BE ONE HOUR FIRE RATED. MA ISSUED MANUFACTURER#MC-243 EXPIRES /J 21 D TOR SHALL BE INSTALLED ON EACH FLOOR AND INTERCONNECTED WITH SMOKE DETECTOR IN THE 2. A DOOR BETWEEN DWELLING AND GARAGE SHALL BE A MINIMUM ONE HOUR FIRE RATED AND EQUIPPED WITH pproved FI/-�C� HODE ISLAND AND MASSACHUSETTS. SELF CLOSERS. LOCATION OF LABELS; EP 1 9 2007 CTRIC SMOKE DETECTOR SHALL BE INSTALLED ON EACH FLOOR IN THE STATE OF Date t L (D( MA ACHUSETTS. DATA PLATE: (1)PER DWELLING AS INDICATAN 23.SP NG OF INTERMEDIATE GUARDRAILS AT STAIRWAYS SHALL BE SUCH THAT A 4"SPHERE CANNOT PASS TRA LABEL: (1)PER MODULE AS INDICATEgrovel of this document does not authorLzce or Prove TH UGH. ATTENTION LOCAL INSPECTION DEPARTMENTS" STATE/IBC LABEL: (1)PER MODULE AS INDICATE omission or deviation from the recWiramis of 24.EN OSED ATTICS AND ROOF SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY.TO THE UNDERSIDE The following items have not been completed by the Modular Homes Manufacturer, OF E RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATION OPENINGS have not been inspected by TRA Associates,and are not certified by state modular ECTED AGAINST RAIN AND SNOW AND COVERED WITH CORROSION RESISTANT MESH NOT a Y"OR label. Code compliance must be determined at the local level: >%"IN ANY DIRECTION, Foundations,Porches,decks and steps,HVAC systems Plumbing and Electrical 25.SAFETY GLAZING SHALL BE INGRESS AND MEANS OF EGRESS DOORS,IN FIXED AND SLIDING DOOR ASSEMBLIES, connections at site Any items marked on included drawings as"BY BUILDER"or PANELS IN SWINGING DOORS,STORM DOORS,IN ALL UNFRAMED SWINGING DOORS AND ENCLOSURES FOR HOT with the" or"""'symbols S O r �/ TUBS,WHIRLPOOLS,BATHTUBS AND SHOWERS,IN ANY PART OF A BUILDING WALL ENCLOSING THESE T 1 (`J� j\�� COMPARTMENTS WHERE THE BOTTOM EDGE OF GLAZING IS LESS THAN 60"ABOVE DRAIN OUTLET,IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE NEAREST VERTICAL EDGE IS WITHIN 24" SHEET# SHEET NAME DATE REVISION DATE A ARC OF A DOOR IN CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60"ABOVE FLOOR,IN AN P1 COVER PAGE 9/6/07 NA T „ INDIVIDUAL PANEL OTHER THAN THOSE LISTED ABOVE THAT MEET ALL OF THE FOLLOWING CONDITIONS. P2 FRONT ELEVATION 916/07 NA • ' r a. EXPOSED AREA IN AN INDIVIDUAL PANE GREATER THAN 9 Sq.FL P2a EXTERIOR ELEVATIONS 9/6/07 NA E V1 / '� b. BOTTOM EDGE IS LESS THAN 18"ABOVE THE FLOOR P3 1st FLOOR PLAN 9/6107 NA VVV c. TOP EDGE IS GREATER THAN 36"ABOVE THE FLOOR. P4a 2nd Ft 00 CPLAN 9/6/07 NA ������.�(�..� / R (�/ d. ONE OR MORE WALKING SURFACE WITHIN 36"HORIZONTALLY OF GLAZING. SAFETY GLAZING P7 1st FLOOR ELECTRIC 99/6107 NA /6107 NA �tJ SHALL BE IN WALLS INCLOSING STAIRWAY LANDINGS OR WITHIN 6T OF THE TOP OR P7a 2nd FLOOR ELECTRIC 916107 NA S P BOTTOM OF STAIRWAYS WHERE THE BOTTOM EDGE OF GLASS IS LESS THAN 60'ABOVE P8 ELEC/PLUMB NOTES 916107 NA THE WALKING SURFACE. P10 WINDOW/DOOR SCHEDULE 916/07 NA T 26.PLASTICS NCLUDING GLAZING,SIDING,AND SKYLIGHTS)AND FOAM PLASTIC INCLUDING INSULATION IF USED P12 1st FLOOR HEATING 916107 NA r h ( ) P12a 2nd FLOOR HEATING 9/6/07 NA A �� � „ �-�#-5 SHALL BE IN COMPLIANCE WITH STATE CODE. P12b HEAT LOSS CALCULATIONS 9/6/07 NA M Ill 27.EVERY DWELLING UNIT SHALL HAVE AT LEAST ONE ROOM WHICH SHALL NOT HAVE LESS THAN 150 Sq.FU OF P13 PLUMBING SCHEMATIC 9/6107 NA FLOOR AREA. OTHER HABITABLE ROOMS,EXCEPT KITCHENS,SHALL HAVE AN AREA OF NOT LESS THAN P16 SECTION MAIN HOUSE 916/07 NA P � � 70 Sq.FL A MINIMUM ROOM DIMENSION OF 7'-0"IN ANY DIRECTION. P16a BUMPOUT SECTION 916/07 NAP1� GARAGE SECTION 9l6107 28.ALL STAIRWELLS USEDAS A COMMON SET OF STAIRS MUST HAVE A MINIMUM ONE HOUR RATING. P19 FOUNDATION DETAILS 916107 NA 29.THE NUMBER OF MODULES MAY VARY. NA P19a FOUNDATION LAYOUT 916107 NA 30. IN ATTIC AND ENCLOSED RAFTER SPACES,THE MINIMUM VENTILATION AREA SHALL BE Y3 00 OF THE AREA OF 19 TOTAL PAGES euanaz SPArF VENTILATED PROVIDED A VAPOR RETARDER HAVING A TRANSMISSION RATE NOTE CEEDING1 PER 1N Sawayanagi Paul Bernard COLONIAL COVER PAGE SHEET# P1 o KBS BUILDING SYSTEMS, INC, West Barnstable, MA Newport, Rl z SCALE: NONE (n FILE NAME: Q-06-0356-JK DWN BY: SA/CEP W 300 PARK STREET, SOUTH PARIS, ME 04281 SERIAL#: KBS-0945 DATE: 9/6/07 tY, BUILDING SYSTEMS PHONE: 207-739-2400 FAX: 207-739-2223 r L -_''\\.,-....._...�,..��«,��.g_..`�;.cTemp���+/+_��J--.^y..,c'...ww-.� •:�,ux-. �. R AR11 ®ern� & 1b�A�'4J Lll1� 1L1�Ld. Tom., P. 0. BOX 1fBi31 E1khan, IN 46515 Commonwealth of Massa.' chusetts Accredited Evalualtion and FALSE CHIMNEY Inspection Agency RY OTHERS lhts document is certified as being in conformance a qRIDGE VENT With Massachusetts State Codes and the National Electrical Code Approved ` 4*1 a7 GLOSSA Z ROOFING SHINGLE Date a, Approval of this document does not authorize or approve 7t any omission or deviation from the requirements of o applicable State Laws. 3" V.T.R. RIDGE VENT RIDGE VENT i ONSITE CORNER TRIM -$Y OTHER `m 0 m GARAGE DOOR WILL BU SUPPLIED AND INST.ON MOTION /�r SENSOR SITE BY OTHERS ® ® J I ^ UU UU rj�tl/I' 0 co WP GFl ® � H CEDAR SHINGLES ONSITE BY OTHER 1 3'-0" 5W-0' FRONT ELEVATION NOTE: ELEVATIONS ARE FOR GRAPHIC REPRESENTATION ONLY. REFER TO WORK ' ORDER FORM FOR DETAILED INFORMATION. maws amUXc 1 Sawa ana i Paul Bernard COLONIAL FFKW° A�iON West Barnstable, MA Newport, RI SHEET.#r . PZ o KBS BUILDING SYSTEMS, INC, P SCALE:, 3/16"=. -o° 553 FILE NAME: Q-06-0356-JK DWNBY.; SA/CEP 00 PARK STREET, SOUTH PARIS, ME 04281 SERIAL#: KBS-0945. ' a DAE s/6/07 a BUILDING PHONE: 207-739-2400 FAX: 207-739-2223 12 9F SHIPLOOSE.INST. ON SITE BY SETCREW 3"V.TP- 3"V.T.R. 12 FALSE OMNEY 9 HIPLDOSE,HST. BY OTHERS RIDGe KNT ® ON SITE BY SETCREW /•ONSITE CORNER TRIM / BY OTHER SHIPLOOSE BRS2138 SHIPLOOSE RRS2136 WINDOW,INST.N SITE WINDOW,INST,ON SITE By SETCREW BY SETCREW FO CLASS C ROOFING SHV�LOOSE,WST. AR SHINGLE ON StfE BY BV4DER /f.7 P. �x 1081 RIDGE VENT _ 3"V.T.R. MOTION / p BATQ NT RIDGE VENT SENSOR L1' art, Yi9T 46515 LCyS rt Itl, of Massachusetts °` A ® I H I I I 1 11 i d Evaluation and ROOFBlG SHNGIE ��. ion Agency 80=!;ORNER TRIM ___ �'-- ' ' as being in conformance p BY°T,�R LEFT ELEVATION with Massachusetts State 1l 3"V.T.R. NSRE BUIIOffRD BATHV Codes and the National Electrical Code A RANGEHOOD , ® FIREPLACE S {� B l /1 I Approved VFNT Y Y ®® ®® 7Y( 12 Gate ON SITE BY, �rova!of this document does not authorize or approve J(�C�MAR smNGLEs FCFI N SITE ar sercREw arty omission or deviation from the requirements of RE BY OTHER ® 3"V.T.R. 1' bk State Laws. I i NBRE BUIKHEAO REAR ELEVATION 12 SHPLOOSE WET. ® ON SITE BY'SETOREW 9FM Lill 3" T.R. ® G N-THERRNER TRIM BY OTHER NOTE:ELEVATIONS ARE FOR GRAPHIC REPRESENTATION ONLY. REFER TO WORK RIGHT ELEVATION ORDER FORM FOR DETAILED INFORMATION. srESlua+EAD Sawayanagi Paul Bernard COLONIAL MMORELEVAnONS Z BS B SHEET# P2a o K UILDING SYSTEMS, INCI West Barnstable, MA Newport, RI SCALE: 1/8"= 11-0- m FILE NAME: Q-06-0356-JK DWN BY: SA/CEP w 300 PARK STREET, SOUTH PARIS, ME 04281 SERIAL M KBS-0945 DATE: 916107 BU1IMSSYMMS PHONE: 207-739-2400 FAX: 207-739-2223 ONSITE BULK HEAD jl I Ij II I I( 1/2" 5 1/2" 5 1/2'12'6 112" 5 1/2" 3 1/2" 11 I I) 5 1/2' 9'-1" 13'41/2' vEwr TO 21'-10 314" I I 9A 1 M" I I EXTERIOR VENT TO EXT. - I) 1 11 3052 0 3631>2 HARVEY PD6068 3052-2 5r-5 314" I L——— s262 WC24 I W1 I I w21 w3015 W21 — 28210 r- FH 22 , � PRE'TUR y i �`�_J ���5�6 FOR DW ELEC,RANGE ¢ Q N _ B9 S836 7-0 1 f4" 8 RAISE FIREPLACE 8 BATH 2 o _ NOTE I I FINISHED SURROUND a O 1 O EF3 39 112-FILLER 12'A.F.F. = 74 SF 2X6 0'' ALL GARAGE WALLS AND 1 wovEoroz-ur o I CEILING WILL HAVE g"TYPE UTILITY ❑ j m o m 1-1/2" w I "X" GYPSUM APPLIED I KITCHEN FILLER BOX"A" _� 99 SF 177 SF GREAT ROOM -} m U'.Z MERILLAT CABINETS 283 SF i �LEAVEN m N 0 Q Ix W l J PLIUM µ� NOTE: N G LU 00 ��, 36-4112" T-0" MARRIAGE WALL DIMS.ARE PULLED FROM THIS POINT 10"DOOR FOR I'FILLER GARAGE LAUNDRY CHASE 824 AD36 624 54'-](2) a q X-0"A.F.F. 2r 6 1/2" 52'-1 11116 58'-6 3/4(L r-6I (2)2x4'S EA SIDE 2x4'S EA SIDE (2)2x6'S EA SIDE 12'-61/2" m (2)2x4'SEASIDE ----------------- n it -----(�---------------- 23-81/4" ------ N N SMOOTHTRANSITION 1/2"FILLER W24 W24 --------------------------- 2 1 1l2"X 9-1/4"LVL'S 2'-6 SMOOTH SMOOTH TRANSITION SMOOTH TRANSITION EA RIM EA.SIDE TRANSITION (2)1-1/2"X 9-1/4"LVL'S FA.RIM EA SIDE 3'-0" (1)1 1!2"X 9 114"LVL ______ ______________ BATH — _--_ 1ST FLOOR CEILING,2ND FLR FLOOR EA.RiMEA SIDE N f�. 24 SF m l�1 I I 1 I -- --------------------------- L----------------- (2)2x6'S EA SIDE (2)2x4'S FA SIDE �• > m u, 1 1 1 I zl l 0 16'-9 3/16" m (2)-2X6's W zQ N 1�I I 1 GIs I x FA.SIDE cc I�,I I I "I O I 9'6 114" w LEAVE aPI UMFUNrl 3'-101/4' I I ( I �Iz1 , N 1 1 1 1 1 1 o 10'�C18"LAUNDRY `9 i CHUTE T-71/4" I j BOX"B" NSULATE FOYER DINING ROOM 75 SF 1 IQ STUDY w �.R. ARNOLD 8L � )CIALI 151 SF OAK RAILING n coo UP i 113 sF 0 MAST BEDROOM ' W GARAGE DOOR HEADERS ON EAVE �) a 28 SF �. ®. a SIDES SHALL HAVE(3)t •x g y.•L" Ix ���-L a) � AND HEADERS ON THE GABLE ENDS R41l 46515 L iv SHALL HAVE(3)2X1D's,TWICAL, o COMITIOnWealtfl SSaC('U @7'� t o I Accredited E Etta ' n an N Inspectio " T-0" } This 1 _ 3052 3052 5210 2 3052 3052 SG nrence EGRESS WItl1 Massac u etts State 51/2" 24'-2' 2'-1" 1 V-10 3/4" Z.J. 13'-8 1/4" 05 and 3052 51/2' 3 1l2" 3112" 31/2" 3 ire El _ ational s 1 THIRD PARTY LABELS Zile r 0 STATE LABELS , 0 DATA PLATE Approved By ate HARVEY WINDOWS Approval of this document does not authorize or approve any omission or deviation from the requirements of 8'-0" CEILINGS appccablosrateleW& 7st R-OCR PLAN Sawayanagi Paul Bernard COLONIAL z KBS BUILDING SYSTEMS INC, West Barnstable, MA Newport, RI SHEET# P3 0 SCALE: 3/16"= 1'-0" cn FILE NAME: Q-06-0356-JK DWN BY: SA/CEP W 300 PARK STREET, SOUTH PARIS, ME 04281 SERIAL#: KBS-0945 DATE: 9/6/07 !LDINGSY87EMS PHONE: 207-739-2400 FAX: 207-739-2223 69'-0" 42'-0" 512' 312" 312" 5112" 312" 512" 13'-0" 10'-7" 2'-1' 2'-3" 16'-1 12" 14'-0" —————————————————— — 3052-2 EGRESS 28210 3052-2 ------------------------ I OMIT,LEAVE PLUMBING b BATH 1 ' ' 9 4 63 SF N t7 <0 W 0 f0 CO i OI BEDROOM 3 i Ir a 132 SFa I BOX"C" 13 w i0 I z 1'-2' 0 I b N I J i i7 M I ----CEILING————————————— I LINEN m " TRANSITION 10'DOOR FOR LAUNDRY CHU X-0"A.F.F. Z-0' 2-6" CEILING rATTIC� I I 2'6'X6'-0" 12"FILLER 17'-3314' �� -------------TRANSITION ------- TRANSITION q2 I CCES ON SITE BY BUILDER STEP I I e� CUSTOM ACCESS 1 v 2'-6'X 6-0' 6 I STEP IA SI�- I NEL(INSULATED) \L 2'-6" \ I�DOWN I I N �+ CUSTOMACCESS� r'—'� ATTIC N I (FIC30 I DOWN I (�9 % o m�` 24'-2 314" (2)2 4'S EA SIRE PANEL(INSULATEDI /1 �� ON SITE BY BUILDER CCES Sj o I (FIN.) I �°i�.J�„5�\J� L———J ' x �� 23'-7" --------------------------- SMOOTHTRANSITION ? \ 122K30 I N NON HABITABLE SPACE 2'-6" (1)1-1/2"X16"LVL NON HABITABLE SPACE I (FIN.) I c4 a. �RDROBE I I EA RIM EA.SIDE m L--_J o N ---- /� 11 — -------------------- __ _ I i -- (2)2 ` IDE CEILING _ ___ 10"tee"LAUNDRY I I J FAMILY ROOM O- 41'-6 12" TRANSMON —' (2)2'-6- OC4 CHUTE CAP WI SHEET I I I 1 ROCK Qa CEILING 511 SF _ CEILING 10"DOOR FOR TRANSITION LAUNDRY CHUTE X-7 1/4" X-0"A.F.F. BOX"D" T. R. ARNOLDtic O� BEDROOM 2 " q 168 SF UP 1081 46515 N Commonwealth b ssach usens ' ------------------ ------ 2' N N Accredited Ev i uat on at id I219 A'e _�[�u;�dowme icy 13-0" 3052 EGRESS 3052 SG 3052 3052 3052 _-- — � Or11'tenCC y us US State e ationa) 14'-3" 26'-612' 14'-0" Q THIRD PARTY LABELS 512" 3 S2" 5 12' tied de /J STATE LABELS 42'0• /S APproved Date 007 HARVEY WINDOWS L °+ Approval of this document does not authorize or approve any omission or deviation from the r 8'-0" CEILINGS etArirrlrtantsof applicable State Laws. BU6➢EA NOUSETYPE Sawayanagi Paul Bernard COLONIAL GJ M I�LOCIR, AN co SHEET# P4 z p KBS BUILDING SYSTEMS, INC, West Barnstable, MA Newport, RI SCALE: 3/16"= 11-0" 0 FILE NAME: Q-06-0356-JK DWN BY: SA/CEP w 300 PARK STREET, SOUTH PARIS, ME 04281 SERIAL#: KBS-0945 DATE; 9/6/07 Q' BUILDING SYSTEMS PHONE: 207-739-2400 FAX: 207-739-2223 1 V-0- ------------------- ------------------------ -------------------------------- ------------------------ I 1 t I o I m o I � 1 I I I I I I I I I I I) 'I�I _ I II � R D3RBSON II —fL—ANDERSON I i RS213B I I I I I I SKYLIGHT I j j l SKYLIGHT 1 1 L--J CEILING LL=JJ I ROOF BELOW TRANSITION I I ROOF BELOW I I NON HABITABLE SPACE I 1 N THIS ROOM DOES NOT MEET LVL snctcs ABOVE FLOOR s- N I 1 LIGHT AND VENT " ------ i j SAC ES ATTIC 601 SF i I __DOWN_ 181-8WE- N I i 22x3D I ON SITE BY BUILDER cv ---�-- I 1 I (FIN.) �- DUAL-PORT ' I I I L———J oifo —————-- . ! 1 CEILING ----- ! — I t ----------------------------+ ------------------ CEILING ------------ 1 TRANSITION ------ ------- ' TRANSITION 1 1 7t I F. a. B_: 1081 ' E"art, W 46515 b Commonwealth cif Massachusetts Accredited EvIaluation and -------- ---------------- - -I Inspections Agency i This document is certified*s being in conformance -------------------------------------------- -------with Mas4-4-4setts Stater------------ 13 G* 42•-0- --- Codes and 4 National 14•-D- ectrica Code ss.�. /v Dots P 1 9 70 DASHNOTEED LL WALLS$FIXTURES SHOWN AS Approval of this document does not authorize or approve DASHED ARE SUPPLIED AND INSTALLED ON I' HARVEY WINDOWS SITE BY oTHF32s any omission or deviation from the requirement:—m.' 8'-0" CEILINGS applicable State Laws. MOM- Sawayanagi Paul Bernard COLONIAL 3rd ft..00R PLAN z KBS BUILDING SYSTEMS INC. West Barnstable, MA Newport, RI SHEET# P4a p -00 SCALE: 3/16"=T-0" cn FILE NAME: Q-06-0356-JK DWN BY: SA/CEP w 300 PARK STREET, SOUTH PARIS, ME 04281 SERIAL#: KBS-0945 DATE: 916/07 IY BUILDING SYSTEMS PHONE: 207-739-2400 FAX: 207-739-2223 ONSITE NOTE; BULK HEAD r—^---^---� ALL EIEC CONNECTIONS 1 r I ^1 I TO THE 2ND FUR WILL BE RUN TO THE NEARESTACCESS 2 I! 1 ii it I 1, WP GFI 33 i! I LI WP WP IL---- --- I WP LLLWPI OREAItR)N W10.E I NI 12 II IU O , --IL — S Cv I O hl en ( �` I of J ; I I DUAL PORT DUAL PORT p p 0 P fnI T-3 3W `'�, --- I Two 0 J 1 REMOTE BATH 2 OI -PORT I Ir 14'-71/2- , SENSOR cdo ( 16 2" 6'-1,/4" _6�z3/a" _ -__ UTILITY I KITCHEI�i 1 �` --- - _�__ 9waLEOAr+ce° BOX"A —1 - i a� I GREAT ROOM -� „ _6'-71/2_ u—IN FLOOR i— � 3290 LT BAR 3'-3 3/4 MI I zI i WP----------- ( 41I L 1~�- AL-P ?I I I3 mL a vwrt "j 27 CV ARC FAULT 10'-$1/8" __ UNDER CV c� 5 CV I— DUAL PORT SwlrcH 2 rl GARAGE �4 / "to -PORT N ^b `� �� S _ _ LO('A INSTALLED N — ——————————————— ——— mL— _ ¢ °^ _ Q ly �Q 1 3 �p3 T BA TO SEMENT THE FIELD SY OTHERS MP ------Mp 3 J1 ---------- ----- -- -------- MP __---- _--- � � BASEMENT MP — — -I WIRE FOR EYE SENSO COIL 10'WIRE IN CEILING BATH 3 '/ ___ -- FORGARAGjt)OOR-- -os-- �- 7 a - ---- 1I /�J -- --- - J �2 MP 11 MP 12 MP CV I �}ray �a j zs 144011-6 ✓iReFo MP FUTURk SAFEM�NT� MP 1 I LIcHr I I s0 S L �' - WALL 3 MP 1 1 i 1 1 1 Cv CV FL TO 14-- - AI3 BASEMENT i R- ARNO� � O�.itL��JES, uVe� r BOX"B" �— D L-PORT TO�,., T R 1A So DINING RO BASEMENT MP W-8718- STUDY , x 1081 �� DIN I Ov MASTE BEDROOM � n 46515 a a T23/4- _ 1 --_� Cor>r>tMon ealt f Massachusetts ; CV� I sMTCH .. ' ALLCETITRALVAC PORT524'0.F.F, oA(� , s-„3/a- ;8i car@ ited aluation and WP )9 DUAL-PORT DUAL-PORT ------ -------- 10_, "� «� I !n5 ect4 i Agency This doc men ' ertifi as being in conformance WIRE FOR EYE SENSOR ( `rl__ _ I I WP GFI usetts State WP WPCodes and the National MP 11 TO 2ND FLR 3-WAY(POWERED®1ST FLR INSTALLED ONSI Electrical Code ©TO 2ND FLR REC.LT(INSTALLED ONSITE) f x '4�� '0 Approved 01 MP TO 2ND FIR MKS(INSTALLED ONSITE) - J 1 TO BSMNT SMKS (INSTALLED ONSITE) i pate Approval of this document does not authorize or approve HARVEY WINDOWS any omission or deviation From the requiremerNs of applicable State Laws. $'-011 CEILINGS •... _ , y. Sawayanagi Paul Bernard COLONIAL 1stA-OORELECTIRIC co SHEET# P7 o KBS BUILDING SYSTEMS, INC. West Barnstable, MA Newport, RI SCALE: 3/16"= 1�-0" U) FILE NAME: Q-06-0356-JK DWN BY: -SA/CEP w 300 PARK STREET, SOUTH PARIS, ME 04281 SERIAL#: KBS-0945 DATE: 9/6/07 BUILDINGSYSTM PHONE: 207-739-2400 FAX: 207-739-2223 ONSITE NOTE: BULK HEAD L ELEC CONNECTIONS TO THE 2ND FLR WILL BE I I I I RUN TO THE NEAREST ACCESS II I II II I II II I II II I II jl I Ij WP GFI 3a I LWP Z WP IL__------ I WP L " W I ----- - - - r' F I� I i s BREAK2E»R)NaWIRE NI 12 '1 () II — --- S CV JF �)� Ij I N 3 -J DUAL PORT DUALPORT ' p , in1I 3_-3 3/4" I'll ---- Io vl z i REMOTE J BATH 2 mi c I PORT U - I 17 ?4'•7 1/2" ( ' SENSOR I s� Em 6'-2314" I _ 6'- 1/4" _+____r__ UTILITY ' I ITCHE I I 1 ___ __—____ SINGLE GANG BOX BOX"A" --_J I _ j GREAT ROOM f-�•_ \ 6'_71/2" u�IN FLOOR '` .---__—_- IT BAR 1 3_3 3/4' 1 - I ;0' — AL-P PWAM RE 27 CV ARC FAULT _ 101_S 1/8` UNDER CV CV DUAL PORT SV TOH ss GARAGE M � ' ' Colo AL-PORT N �I , SD _ 4'-8 5/8' 200 AMP PNL DROP a p' A.� 4 1 '9'u' T BASEMENT THE FIELD 8Y OTHERS S 1. - --------------- To ----- _ v ----- - ------------- ----- MP .�___ __— h BASEMENT MP MP - MP J1 WIRE FOR EYE SEN50 COIL 10'WIRE IN CEILING — — -------------- —o-- BATH 3 � MP 12 MP FOR GARAGF�DOOR 0 7- gym` - ---- l J/ -- -^ - ------------- J �y 4- P11 ------- ------ -------- 1- 25 LIDFuIIIR FO�JJ�jj MP v P CV ,1,1}r� J F BA�EMN71 AL•PORT MP 1 �_� WALL R I Clam! I I SD o 20 MP I I I I 1 1 a G a 11 1 f I 1 Cb C _ 6'-9 5!6_ CV FS �41 CV - tl 3 6'-2 14" 1 FLOOR TO I I e -- _ _ 413 � BASEMENT I f BOX"B" D -PORT TO 7 R A4 SD I i - ' DINING RO 6ASEME� — _-D1!L- .T ... GFI MP s'-87/8" STUDY 1- :_.,�..",..�..•..�_...�,., .�.- 60 28 "tea 1 —~ MAST R &IRR wfo vj ^�y T-23/4" j CV I CV UNDER i P. 0. Bxx11081 8L'lP ` '.i S%M CH ALL CENTRAL VAC PORTS 2�'A.F.F. 1q1� L-11 3/_4" v�l E _a _ _ I 46515 WP L MP 1 v I I DUAL-PORT DUAL-PORT I O3to I �mm rtelve il#t AAassachLts�lrts I kn WIRE FOR EYE SENSOR I luafion and WP GFI25 L LWP 9g � WP Plillt document is certified as being in conformance P 1 TO 2ND FLR 3-WAY(POWERED e 1ST FLR INSTALLED O ITE) with Massachusetts State Mh TO 2ND FLR REC.LT QNSTALLED ONSITE) .Codes and the National ©TO 2ND FLR SMKS (INSTALLED ONSITE) Elect' I C J 1 TO BSMNT SMKS (INSTALLED ONSITE) r Approved , HARVEY WINDOWS Date SEP 9 7no Approval of this document does not authorize or approve 8'-0" CEILINGS any omission or deviation from the requirements of JOB MWE BmInE0. applicable State Laws RGGBETVPE 1st FLOOR ELECTRIC Sawayanagi Paul Bernard COLONIAL SHEE �' KBS BUILDING SYSTEM , West Barnstable, MA Newport, RI T# P7 0 C SCALE: 3/16"= 1'-0" fn FILE NAME: Q-06-0356-JK DWN BY: SA/CEP ? 300 PARK STREET, SOUTH PARIS, ME 04281 SERIAL#: KBS-0945 DATE: 9/6/07 1 BUILDINGSYSTMI PHONE: 207-739-2400 FAX: 207-739-2223 DVW NOTES: SUPPLY NOTES: 1.ALL IDEDMBE 8Y KBS BUILDING SYSTEMS,INC.TO BE SUPPLIED AND INSTALLED 1.ALL WATER AND DRAIN LINES ARE STUBBED THROUGH FLOOR ONLY,FOR FIELD COMPLETION.ALL /�n n r G /�*' ON SITE BY LICENSED PLUMBER HORIZONTAL PIPING IS IN FIELD INSTALLATION IS OPTIONAL) 200 A V,'-SE7\V I '��=PA VE1- 2.ALL WASTE AND VENT LINES IN MODULE ARE PVC PIPE. 2.ALL POTABLE WATER LINES ARE TYPE'L'COPPER(PLASTIC PIPE IS OPTIONAL). 3.PITCH ON HORIZONTAL WASTE LINE IS1/8'PER FOOT FOR T DIAMETER PIPES AND LARGER. 3.RODENT PROTECTION SHOULD BE APPLIED IN FIELD AT WATER INLET WALL PENETRATIONS. DESCRIPTION SSIIZ SIZE DESCRIPTION CIRCUIT WIRE VNRE �� CIRCIAT FOR PIPES SMALLER THAN Y DIAMETER THE PITCH IS 1/4'PER FOOT, 4.ALL WATER CLOSETS ARE TO HAVE SHUT OFF VALVES.All VALVES ARE GATE OR ANGLE TYPE. IDHJTIR ANP VOLT SIZE SIZE IDENTIF• 4.ALL PLASTIC-DWV PIPE MUST BE SUPPORTED AT INTERVALS OF NOT MORE THAN 4'-W HORIZONTALLY 5.ALL HOSE BIBS ARE 3/4'NONFREEZING OR DRAIN VALVE TYPE ANP VOLT OR VERTICALLY.PLASTIC-DWV PIPE UNDER 2'SHALL BE SUPPORTED AT T-T INTERVALS. 1 SMALL APPLJANICE 20A 110 12-2 .12-2 20A 110 SMALL APPIJANCE 2 B.WATER HEATER IS INSTALLED BY BUILDER ON SITE FOR FULL BASEMENT;WATER HEATER 5.EACH DWELLING UNIT SHALL HAVE ONE MAIN Y MINIMUM STACK FROM BUILDING DRAIN TO ABOVE ROOF. MAY BE INSTALLED IN FACTORY FOR CRAWL SPACE MODELS(WHEN REQUESTED BY BUILDER), 3 GENERAL LIG HTINIG 15A 110 14-2 14-2 15A 110 GIBIZ RAI UGH TING 4 6.BASEMENT MODELS SHALL BE PROVIDED IN FACTORY WITH A 2'VENT TO BASEMENT STUBBED BELOW 7. NO PLUMBING IS DONE IN FACTORY BELOW 1st 6 15A 110 1 FLOOR,CONNECTIONS BELOW FIRST FLOOR ARE BY BUILDEGENERALAL UCa Ti1NG14-2 14-2 15A 110 C NER4L UC+fTIEJG FIRST FLOOR,CAPPED AND LABELED FOR BASEMENT VENT. 5 GENERAL 8.PLUMBING INSTALLED ON SITE TO BE APPROVED LOCALLY AND FIELD TESTED. 7.HORIZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL DRAIN CHANGES IN DIRECTION SHALL BE 9. PLUMBING WALLS ARE NOTCHED OR DRILLED(NOT EXCESSIVE)TO SUPPORT HORIZONTAL PIPING 7 GENERAL UCH{RING 1`� 110 142 142 15A 110 C�TIERAL LIGH 1% 8 45°WOES,LONG SWEEP ELBOWS,LONG ERN TEE-WYES, G S EE FITTINGS. TH BENDS. WHEN REQUIRED. 9 GEI�RAL LIGHTING 15A 110 14-2 14-2 15A 110 GEQ,` ERAL UGHT11% 10 APPROVED COMBINATIONS OF THESE OR EQUIVALENT LONG SWEEP FITTINGS. SHORT SWEEPS 10.EQUIVALENT FIXTURES AND MECHANICAL EQUIPMENT MAY BE SUBSTITUTED IF NORMALLY PERMITTED IN SINGLE BRANCH HORIZONTAL TO VERTICAL CHANGES IN DIRECTION AND ON TOR LARGER PIPE, FURNISHED OR SPECIFIED EQUIPMENT IS NOT AVAILABLE. 11 Ge4ERAL LIGHTING 15A 110 14-2 12-2 20A 110 WASHER 12 8.DISHWASHERS CANNOT DISCHARGE INTO GARBAGE DISPOSALS. 11.ANY VERTICAL COPPER TUBING TO BE SUPPORTED 4'-T O.C.BY STRAPPING. 13 14 12.COPPER DISTRIBUTION SUPPORTS:AT THE BASE AND AT EACH FLOOR NOT EXCEEDING 10'-0'ON R4NGE VAIl OVEN 40A 220 83 10.3 30A 220 DRYER 9.TRAPS SHALL BE PLACED AS CLOSE AS POSSIBLE TO FIXTURE OUTLET.MAXIMUM LENGTH FROM CENTER(VERTICAL).MAXIMUM EVERY 6'0'(HORIZONTAL). 15 FIXTURE OUTLET TO TRAP WEIR IS 24'. 13.WHERE CODE PERMITS,SHUTOFF VALVES MAY BE INSTALLED BELOW FLOOR WITH ACCESS. i6 17 D►SI Ny/ASl ER 20A 110 12 2 12-2 20A 110 BATH GLl 1 10.INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS,CLEANOUTS,OR SLIP JOINTS.ACCESSIBLE TRAPS (ALL PLUMBING FIXTURES TO HAVE ACCESSIBLE SHUTOFFS) SHALL BE REMOVABLE WITH UNION IN TRAP SEAL OR HAVE CLEANOUT OPENINGS THE SAME SIZE 14.3/4'MINIMUM HOT AND COLD MAIN SUPPLY UNE TO BE USED(1-FOR 20 DFU'S AND OVER)WITH 19 GARBAGE DISPOLSAL"* 20A 110 12-2 12-2 20A 110 BATH GR 20 AS TRAP(IN THE STATE OF MASS ON HOUSE SIDE OF TRAP). 1/2'SUPPLY FROM MAIN SERVICE TO INDIVIDUAL FIXTURES. 21 REFRIGERATOR 20A 110 12-2 12-2 20A 110 T1J6 GFl"**11.ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF F ABOVE THE FLOOR LEVEL 15.FLOOR PENETRATIONS FOR SUPPLY LINES ARE TO BE FIRESTOPPED AND BLOCKED IN FIELD WITH22 OF THE HIGHEST FIXTURE IN THAT BRANCH. MATERIALS EQUIVALENT TO CONSTRUCTION MEMBERS IT PENETRATES AND BE SUITABLE TO PIPE MATERIAL. 23 BATH GFl 20A 110 12-2 1a2 25A 220 WATER►$AlB2*"* 24 12.MAXIMUM DISTANCE OF FIXTURE TRAP WEIR TO VENT SHALL BE:1.1/7 PIPE=3'-T;Y PIPE=6-0`, 16.ANTISCALD ANDlOR THERMAL SHOCK PREVENTING DEVICES SHALL REINSTALLED IN THE WATER 25 SkikLAPPLJANCE 20A fl10 12-2 Y PIPE=6'-0'. SUPPLY TO ALL SHOWER AND SHOWERBATHING FIXTURES. 26 13.PLASTIC PIPING SHALL BE PROTECTED WITH 0.062 THICK STEEL PLATE AND SHALL COVER THE PIPE AREA 17.HORIZONTAL COPPER PIPING SHALL NOT BE SOFT COPPER 27 BATH FAN 20A 12-2-2 12-2 20A 110 GARAGE 28 WHEN THE PIPE PASSES THROUGH WOOD MEMBERS LESS THAN 1-1/2'FROM EDGE OF MEMBER AND 18.SUPPLY PIPING E KEPT OUT AREAS UNHEATED AR WALLS AND CRAWL SPACES)SHALL BE INSULATED. 29 BATH FAN 20A 12 22 142 15A 110 GBVERAL Uq{RING30 SHALL EXTEND A MINIMUM OF 7 ABOVE SOLE PLATE AND BELOW TOP PLATES. PIPING SHALL D KEPT OUT OF UNHEATED AREAS WHERE POSSIBLE.PLUMBING FIXTURE ACCESS PANELS 31 GENBRAL LIG�TTING 154 14-2 SPARE(CRAWL OR BSMT.) 32 WILL BE PROVIDED PER APPLICABLE CODES. 14.DWV PIPE IS SIZED ACCORDING TO FIXTURE LOAD, 19,FLOOR JOIST NOTCHES MAY NOT EXCEED 1/6 OF JOIST NOTCH DEPTH AND MAY NOT OCCUR IN MIDDLE 33 GAS RANG/RANG HDM 20A 110 12-2 15.WHEN REQUIRED BY CODE A 3'VENT FOR A RADON REDUCTION SYSTEM SHALL BE PROVIDED AS 113 OF SPAN,HOLES MAY NOT EXCEED 1/3 DEPTH OF JOIST AND MUST OCCUR TIN FROM EITHER EDGE. 10-2 25A 24034 A SEPARATE VENT FROM THE HOUSE DWV SYSTEM. 20.SILL COCKS AND HOSE BIBS SHALL BE EQUIPPED WITH PERMANENT VACUUM BREAKERS. ) W 35 ( 36 16.WATER CLOSETS SHALL BE OF WATER CONSERVING,LOW CONSUMPTION 1.6 GALLON PER FLUSH TYPE. 21.FUTURE VENT FOR BASEMENT MODELS,WHEN INSTALLED,TO BE CAPPED AND LABELED. 37 12-2 20A 110 SMALL APPUANCE 38 ALL PLUMBING FIXTURES SHALL BE WATER CONSERVING TYPE. 22.FACTORY INSTALLED WATER HEATERS:WHEN ENCLOSED AN ACCESS PANEL IS SUPPLIED. COOKTOP#" 30A 220 10-3 17.ALL MODELS MUST HAVE CLOTHES WASHER HOOK-UP.WASHER MAY BE LOCATED IN BASEMENT OR GARAGE. 23.ALL MATERIALS AND FIXTURES ARE IN COMPLIANCE WITH ACCEPTABLE STANDARDS IN PLANT39 40 18.TWO STORY,SECOND FLOOR FIXTURES,OR FIXTURE GROUPS SHALL HAVE DRAIN STACKS SEPARATE PLUMBING TO BE PLUGGED OR CAPPED FOR PROTECTION DURING TRANSIT. FIRST FLOOR FIXTURES OR FIXTURE GROUPS,TWO STORY,FIRST FLOOR FIXTURES SHALL DRAIN 24.ENVIRONMENTAL CONSERVATION:ALL FIXTURES ARE TO BE WATER CONSERVING,MAXIMUN FLOW HORIZONTALLY INTO THE HOUSE DRAIN.TWO STORY ACCESS FOR FIELD FOR FIELD RATE FOR FAUCETS AND SHOWERS TO BE 3 GALLONS PER MINUTE,FOR TOILETS 1.6 GALLONS PER FLUSH. CONNECTION OF BOTH SUPPLY AND DWV SYSTEM WILL BE PROVIDED IN FIRST FLOOR CEILING. 25.LEAD CONTENT IN SOLDER AND FLUX FOR COPPER TUBE JOINTS SHALL BE LEAD FREE, '*`IF DEDICATED SPACE IS NOT USED IT MAY BE REASSIGNED TO AN OPTIONAL aRIXIITS 19.F PLASTIC PIPE PENETRATES FIRE RATED ASSEMBLY IT SHALL BE FIRE STOPPED BY AN 26,HOSE SUPPLED(IF SUPPLIED)FOR SHOWER OR BATH SHALL HAVE A DIVERTER THAT WHEN WATER WATER FIFATER MAY BE OMTTED VN-EIJ ALTERNATIVE SOURCE OF FEAT FCR WATER SUPPLY IS PRCkADED BY BLJILDER AN APPROVED METHOD.LE-FOR A 1 HOUR RATED ASSEMBLY UL#FC2020,OR PC 2D24 OR PC 2033 15 SHUT OFF REVERTS TO TUB POSITION AND PROVIDES A VACUUM BREAKER WHEN UNDER VACUUM NOTE ADDITIONAL-ANTS N%Y BE ADDEID OR DEL=RED AS FLOOR PLAN OR SALES CONTRUCT DICTATE 20.ISLAND FIXTURE VENTING SHALL NOT BE PERMITED FOR FIXTURES OTHER THAN SINKS AND LAVATORIES (E.G.BATH SPOUT DIVERTER)OR SHALL BE PROVIDED WITH VACUUM BREAKER. 27. BATHTUBS AND SHOWERS ARE TO BE LISTED BY AN APPROVED AGENCY. - 28.WATER HAMMER ARRESTORS ARE TO BE INSTALLED ON QUICK CLOSING VALVES SUCH AS(WASHER AND DISHWASHER) EL.CV IPJ C-V_NOTES: 11. ALL FtECrTAams TO BE ma-I DID TYPE 1. ALL ELECTRICAL WINGAND DEVICES INSTALLED BY MANAJFAf%TLPRR SHALL BE DETERMNEED 12 S'TEB-PROTECTOR2S TO BE LSED AT INTERIOR PARR TICNS,AND EXTERIOR WALLS E rCTR GAL UEGEM. NECIESSARYAND PLACED IN ACCORDANCE MATH IRE APPUCAE E VIRSICN OF THE NATIONAL.ELECTRICAL CODE AS RECLARED. ACTUAL LOCATIONS OF ELECTRICAL DEVICES IN THEE NWAES MAY VARY FROMTHOSE DEPICTED ON THESE 13. ADDITIONAL CIRCUITS FOR OPTIONAL_MODULE WL L BE ADDED PER NEC FL NlE � 0 D. RAM,BtIT IN ALL CASES SFiAII CONEOFiNA TO 7FE APPLJG4Bi E VTRSICN OF TI{E NATIONAL ELECRICAL CODE 14. AT LEAST ONE REgRTACLE SHALL BE INSTALLED IN HALLWAYS OF 10'-G' MORE � Dl-FLOC RECIEPTACLE IXTIE RICR UGHT HZO PROOF 2 V%ALL SWTGi-ES TO BE 4&',RECEPTAOLES TO BE 14",AND 0a"'E ZTCP WjCEF TAL.ES TO BE 4T(39'VANTY) IN LENGTH P. ®. fox 108E ,R 22O V RRE{ RACL E {}L CFJUNG UC+iT rOTI E BOTTLJM OF TIC Box FROM THE E FINISHED (1 E1C�fT5 ARE AFPROXIM4T�. 15. aRCUT"37'1S DEDICATED FaR CRA\AL SPACE OR BASBVENTvv1ING �5�5 S1Mra�1PTAa E 3. ANY WALL 7-0"IN LENGTH OR GREATER VMLL HAVE A RE (HABITABLE SPACE ONI..Y) OR EQUIPMENT INSTALLATICN IS INSTALLED BY BULDER ON SITE I t2 ® FLCI RESCEW UGFR' 4. IQTCrf3JO011`TMWCPRECEPTACLI=S SHALL BEINISTALIEDINSL)a1AWAYSO-TH4TNoSPACE (GFC1 PROTECTED) CiiAi38BiClflwealth of Massachusetts SI NaE POLE SW TCH � W�U� CF OOUMERTCP K ALCNG TFE WAIL WILL EXCEED 4!-U',AND NO COL WTDRTCP SPACE 16. BATH FANS ARE VE3\I TIE D TO EXTTRICR `: THREE WAY SWI CN Accredited Evaluation and ®1AALF�na.ECUIECTOR {REATE3TNAN17'UULLBEVNTIgITTAF2 TAxEALL TACLESIMLLBEC;�QPROTC�,'lT�- 17. RANGE H00D5TOBEVENTEDTIOTI-EOM cR y FOLIRWAYSA1TCH �S. TAC:ESWILLBEARRANGEDSOTL-IATNOPOINTALCNGTI-EVALL IF KITCHEN IS PRDMDEDWTH4%CF FLOORAREAWTHNARPAL Inspection Agency i OR©1VJACK SHALL BE MORE TWwS-0"FROMARECEFTACIE VSITILATION,NON VENTED RANGE HOODS NAY BEUSED. This document 1scertifiedas being inconformance ® 5CFFITUGHT VAL ► F© FAN nn► PFiONlEJACK 6.ALL SIV1r1EDETECTOIRSTOBEACIDC(I'f-IOTOEIECTRICINM4).ALL SMOI�DETECTORS(INCLLIDINGT1i06E 18. ALL f�IOLFST}f7(lK;FiPLATESINVtfAL!_MJSTBEFlRF�T�, with Massachusetts State O ��� SIJPFU®BYBUIDER)SHALL BE IM 4ING SWECHATED SM01� D CN STE ByBE DIRECTLY CVAF EIS FCR 19. ANY CIRCUTS IN MOIXLE5 NOT CONTAINING RECTRICAL PAM3- Codes and the National ® ACJDC SMOKE DETECTOR'NTER NG NECIIO BACK NtT E I SFllNG SW ER ALL SMO4S2L TEf,70 S TO RA DE32 REDVNRE IS FOR �-T L{gVE a�ITS WIRED INTO ELECTRICAL PANEL ON-SITE Electri al C e � �T�R,� IMtTION BLAa<VNRRE IS FOR PC7J1,1�2.ALL SMOKE DETECTORS TO HAVE A BATTARY EIAaCIJP. 7. ICNICRING SAA M DIE RECTORS INSTALLM IN BEDROOMS,IN THE STATES OF MASS. 20. LOCATION OF ELECTRICAL PANEL IN CRAWL SPACE MODES IS TO ' �Q ® 00 PP � 20 ANP RE=ACLE AND R.TF�RE SHALL A ONE SMCi�DETECTOR INSTALLED PB212D0 9QT IF R FLOR O CONFtYVNTi I SECTION 11016 OF TI E N4TEONLAL EFTRI OCAL CODE i Approved B .'W' /�• cat GRCLI.O FAULT PROTECTED Q� TAT @ 60"AFF 8. INTi-E STATES OF R.SMOKE DETT�TCR WING IS INSTALLED BY MAAAJFACRFER 21. CARBON MONOXIDE DEIECTCR ONE PER R -OCR IN TIE STATE OF R i AND SEP 1 9 2007 o JUNCTION Bic LM CATV JACK 9 N CNJVETAW C-S EATF�CABLE SHALL BE TYPE NIVFB SMOKE DETECTOR S E DIETE{TCR IS INSTALLED BYBULDER ATA LOCATION DETE MN113D13YT1-E nF;E N 22 ALL BEDROOM c(M EIS SFwLL BE ARC FAULT PRIMMM INCLLAING DateApproval of this document does not authorize or a rove � �a RECEPTACLEO JACK �K-TOR . 10' CANDl)GTORSADHECTFUCALECIURVIIEWSHALLBELABB-mCRUSTEDEYA 23. ALLOCTIRICRUGHTSARETOBEWATOWROOF. any omission or deviation from therequfremenRsof F® SAFETYSAITCH ®CCNWSMCWJCAfRBCN N4TICNL4IlYREO0C7lIZFDTFSTiNGIABORATORY TTEEC3lJ1PN�6�ITSEWII6E 24. N6k-E R WdCEF TABLE IS LOCATED IN THE RAM VENT BY OTHERS applicable State (DISCONNEMAT60AFF MC1O(IOEDETECTOR SUTABLE FOR LOCATION AND 11SE AND IN OOLVPI.JANCE WTH TfS LABS AND USTING� V+IEN NOT LOCATED ON FLOOR PLAN � SINGLE PORT DATA JACK saw Sawayanagi Paul Bernard COLONIAL R YPLUNBING NOS KBS BUILDING I L West Barnstable, MA Newport, RI SHEET# P8 o DING SYSTEMS, INC, SCALE: NONE co FILE NAME: Q-06-0356-JK DWN BY: SA/CEP w 300 PARK STREET, SOUTH PARIS, ME 04281 SERIAL#: KBS-0945 DATE: 9/6/07 BUIWINaSYSTEMS PHONE: 207-739-2400 FAX: 207-739-2223 SINGLE/ DOUBLE HUNG IVdAV-0 I A"LJ/AV"QJ AAA 1 I AVI L AJILA D Ot:VVF4LA.NV0 SIZE UGHT CLEAROPENNGSIZEVENT MAX RW(SF). EG- SIZE U-VALUE Uscd/4%ous T4QMWM1 23"x 2-7 7/9' 7A8 2-5 7/8'x V-414' 3.22 75 •35 # U CLEAR OPENNG S12E VENT MAX Fft EC�SS SIZE LWAL LE TVV28310 Z3"x 3'-3 7/g' 7.48 2-5 7/9'x i'�1/4" 4.22 94 .35 ( 7 TVtCi052 2-7"x 4'-7 7/8' 12CK3 Z-9 7!9'x Z-41/4" 6.67 150 YES .35 3636-2 7.4 sq.ft. 7.4 29 3/4"x 35 314" 7.4 93 .33 2832" Z-4 7/16'x 2-7 7/T 6.31 Z-611/1E'X1'-41/Z' 3.55 79 .36 3042-2 Not Provided 13.5 4'5-1/2"x6'2-1/4" 13.7 172 .33 28310. 7-4 7l16'x 3-3 70 7.89 Z511/16"x l'-8 l Z' 4.41 99 •36 RS213B Not Provided 4.6 3B-1/2"x 22" 5.6 57 .33 3CI52` Z-8 7/16"x 4W 7/9" 12-60 1 Z-1011/16'x 241/2' 6.91 158 YES 1 .36 bw�e-s Andersen Nandine V1Lndms # I GLASS SIZE UGHT CLEAR OPENING SIZE VENT MAX RM( EGRESS SIZE UVALUE 3236 Z-1"x Z-4 3/8' 4.93 2-31/8"x 1'-0 3/4" Z40 60 .35 . CCta7lteed 3244 7-1"x 3-0 3/8' 6.32 7-3 W x T3 3/4" 297 74 .35 3766 Z51WX'V-9lAr 11,55 271/4"xZ-213/16" &82 144 YES .35 # C1RSS SIZE UGHT CLEAR OPENING S12F VENT MAX RM(SF). EGA SIZE U-VALUE 28210 Not Ptta/ided 5.77 2-41/4"x T-1 12' 260 65 .33 Hwwy 2832 Not RrWded 6.53 Z-4114"x V31/2' a00 75 .33 3052 Not ProAded 1270 Z-81/4"x"10 6.16 154 YES _33 CASEAUM GLASS SIZE UG-TT CLEAR OPENNG SIZE VENT MAX FM . EGRESS SIB LWALLE C13 T-7 314'x Z-7118" 4.30 1'2 7/16"x 2-71/16' 3.9D 54 •28 Andwsen C23 3'-31/2'x 7 7 lAr &50 2-4 7/8'x 2 71116' 7.80 106 .2B GWi5 Z-0"x4-71/16 9.20 1'8 x4-T' 840 115 YES 28 �� � `` ^` O Q5 4'-0"x 4'71/16' 18.3 S 4'x 4'-T' 16.70 229 YES •28 iLiOl•. # GLASS SIZE LIGHT CLEAR OP 7VNG S12E VENT MAX RM(SF). EC E.SS SIZE U VALUE P. 0. Box 1081 i CS2436 T510xZ510 3.59 113/16"x257/8" 232 45 .34 Eflchart, IN 46515 oXurieed TCS4836 3-0112'x Z51/2' 7.48 V-113l4"x 25 7/8' 4.93 94 .34 (S3036 1'41l2x25112' 4.81 V-99/16"x257/8" 4.47 60 •34 Commonwealth of MasSdchusa is CS3060 T-11112'x451/2' 8.73 T-99/16"x457/9' 8Z7 109 YESwEacm .34 Accredited Evaluation and CS3650 Z51/2"x4'-51/T 10.96 V-113J16"x4'57/8' 8.68 137 YES .34 Inspection Agency in TCS3636 2-01YL"x2-51/2' 5.02 ii 3/4"x257/8' 244 61 •34 This document is certified as being in conformance I # I GLASS SIZE ITGFiT C7 pPETTjNG a,_ Fr�cc C17G _ i LN/At t FHxw with Massachusetts State 303-2 4.5 ft 3.59 213/4"x 29 34' 2-32 45 .34 Y Codes and the National Electrical Code 1EMORDOOM Approved 8 "11 # SEP 1 9 2001 GLASS SIZE UG HT-CifiT UNIT SI NOT RO. C-C�TiESS SIB VALUE I Dap® 2S - 33 5/8"X 82' 19.14 .16 _. Approval of this Bowment does not authorize or approve 9 any omission or deviation from the vxwiremonh of 24r 9 23 7/8 x 37 7/8' 6.28 33 5/8"x 82' 19.14 78.5 LT aril 28 i �11E}-Tlu 33 - 37�a/8'x 82' 21.43 .16 NOTES.'CC�+� applicable State Laws. 3'-0" 9 23 7/8 x 37 7/8' 6.28 37 518"x 82' 21.43 78.5 LT on .28 � O� ES 3(Y 1&L -97/8"x377!8" SLaN 260 5221/3Z'x82' 21.43 325 Ton 28 1.WINCOA6,DOCRSADSICY GHTSCFEa-ALCRI3ETTER: AND 3-0 2&L "97/8"x 37 7/8 SLart 5.20 167 21/37 x 82' 21.43 65.0 LT ort .29 "Sdeligft are calalated asy lights arty MANLFAC USED BY C I TI-ERTHAN SHCWN MAY BE SUBMTL11ID GLASS SIZE LIGHT I CL.I=ARCX'ENW-,am VENT I MAX RM(SF). U-VALUE- 2 VNNL7CWN;EACF HABITABLE SPACE(LMNCA DININCA INC LLIDING KTCtEISYDINING IF NO OTI-�DINING OR SL�'ING SPACE)SHALL BE 8/o CF FLOCRARFA FOR Arn6wnFVVCL;068 541/4"x 631/8" 23.78 5-11 1/4'.x 6-71/Z' 14.72 297.25 0 NATURAL-LIGHT,AND 4%CF FL 0 RAREA FCR NATLRAL\43,M ATlCN.IF NOT FVµfM 149314'x631/7 21.92 5-111/4"x6-710 lail 1 274.0 •2B VENTID TO BOUZICR BAJHRC1 M5 AND TOILET ROOMS SHALL HAVE A MN # CLASS SIZE LIGHT I CLEAR OPENNG SIZE VENT NIAX RIVL( . ll OPHVABLE AREA OF 1 1/2.FT.FCR3 SOFT CF AREA c&talJltew PD7MD 59"x T31/4 30.01 35 3/4"x 81 1/2' 20 23 375.13 .32 3.VNNDU SLCYUGHTS AND CLASS DOORS USED SHALL SE NFRC RATED FPD7280 5T x 73114" 30.01 35 3/4"x 81 1/7 20.23 375.13 .32 4.EACH PLAN DESIGN FROM BUILDING SYSTE S WILL OOKILYWEH ENERGY # GLASS SIZE LIGHT I CLEARCPENNGSIZE VENT NLAX RM.(SF). U VALUE REQUIF3-JVBJTS OF BUILDING HNV13_CPE OF EACH OOIIViY(F SPECIFIC STATE Hney PD7290 1251/8"x 7 26.4 291/4"x 761/6' 15.5 330.0 .34 (lv Cf EC WLLL BE DONE FOR EAC" FPD7280 1261/8"x 73" 25.4 1291/4"x 761/9' 15.5 330.0 .34 Sawayanagi Paul Bernard COLONIAL WNDOMCCRsa-EDu- SHEET# P10 o KBS BUILDING SYSTEMS, INC, West Barnstable, MA Newport, RI SCALE: NONE FILE NAME 300 PARK STREET, SOUTH PARTS, ME 04281 : Q-06-0356-JK DWN BY: SA/CEP SERIAL#: KBS-0945 DATE: 9i6/07 BUWNGSYSn . PHONE: 207-739-2400 FAX: 207-739-2223 heatloss HEAT LOSS CALCULATION WORKSHEET MIN 09/11/07 85 deg.Design Te p,Diff. SERIAL#-. I A B C D F F G P ROOM: IDIN,RM. BATH 3 FOYER ISTUDY MASTER BDRM 1BATH 2 IGREAT RM IKITCHEN UTILITX 2 �xpose�d%lls $M 14 P 'Mr., 2 2 ROME] MR, I#Exposures W H L W H L W H L W H--1 L W H L W --H--] L W H L W H L W 41 Room Dimensions 14.3 10.5 ----8-]== F---8] 11.6 12.9 8 11.9 9.5 8 IF-14-.9-11 16.9 8 9.5 9.7 ----81 21.8 16.1 F--8-]F-13--8-11 12.9 8 9 12.91 Room Special Length Z It'-340 i'RE F- 5,4401ilild V 11.9 31.8 21.8 13.8 21.9�)R i F Fi E,: Exposed Walls(If) 8 7 11.6 2% Gross Walls Z X 198 56 153.6 No,I _.,hl,[; 174.4 I . 110.4 175.2 MM 92.8 95.2 254.4 Im BTUH BTUH BTUH BTUH BTUH BTUH BTUH BTUH BTUH Req'd Req'd --- Req'd Req'd Req'd Req'd Req'd 'LcR'd Req'd .035 -5-4-.4 1023 0 0 34.4 1023 68.8 2047 8 238 34.4 1023 12 357 Window 0 Door 0.16 0 0 21-1 285.6 0 0 0 0 0 0 42 571.2 Sliding Glass Dr. 0.34 0 0 0 0 0 0 41 11,85 0 u 0 Net wall 0.058 164, 808.5 56 276.1 71.8 354 60.8 299.7 185.6 915 145.6 717.8 99 488.1 98.4 485.1 133.2 656.7 0,but if 2 story,I or 2 Ceiling 0.0423 150.21 01 21.7 0 149.6 0 113.1 0 251.8 0 4-2-1-5 0 3-51 0 178 0 116.1 0 32 Floor 0,04 150-2 551.4 21.7 79.68 149.6 549.5 113.1 415.1 251.8 924.6 1 92.15 1 338A 351 1289 1 178 653.7 1 116.1 426.3 CU.& ME ---uA 9MME -c-ft- MOM! -U-ft- MOM -Tu-.-E-FIRTE.; �.`-OR'40 Cuft CU.& CIL - mmam CU.& Infiltration 0 0.006 0 173.6 88.54 0 1 0 1 0 0 0 0 0 Infiltration 1 0.012 72-01 -1225 0 1197 1221 904.4 922.5 0 737.2 751.9 2808 2864 1424 1453 0 Infiltration 2 0.018 0 0 0 0 2014 3082 0 0 0 -92-88 1421 Infiltration 3 0.027 0 0 0 0 0 0 0 0 0 Total BTUH 3608 444.3 2410 2661 6969 2046 6849 2948 3075 0 but if bath=1(+20%) 0 3608 1 533.2 2410 -2661 0 6969 1 2455 0 6849 0 2948 ---0-j 3075 Elec.=/3.4149--watts 1057 156 !706 779 2041 719 2006 863 901 HWBB=/550=If 71 1 V4 5 13 4 12 5 6 1 1 K L M N 0 P. R ROOK IBEDRM 2 FAM.ROOM BATH I JBEDRM 3 I#Exposed Walls Ron Rim 2 3 I#Exposures TH r 0 N H L W H7 L W H W I H L W H L W H L W H L W H L W Room Dimensions 81 14.211 12.9 ---s 117-21737117-26-.5 8 8.6 9.2 8 12.6 12.9 H Room Special Length XWEP -T7T -0 -0 -0 0 47.8 8.6 'j E�g 8 ANNE..41,1��ME 65 0 0 Gross walls F216.8 • 382.4 68.8 0 0 204 11.1 $01 r 0 a 0 .. i BTUH BTUH BTUH BTUH BTUH BTUH BTUH BTUH BTUH Req'd Req'd Req'd Req'd, Req'd Req'd Req'd Req'd Req'd Window 0-35 51.6 1535 105.4 3136 9 238 44.1 1312 0 0 0 0 0 0 Door 0.16 ---- - 0 171231.2 0 17] 231.2 0 0 0 0 0 Sliding Glass Dr. 034 0 0 0 0 0 0 0 0 0 Net Wall 0.058 1=5.2 814.4 260 1282 60.8 299.7 142.9 704.5 0 0 0 0 0 0 1 F- oily 0,but if 2 story,I or 2 2 2 2- �oc L&" Ceiling 0.042 183.2 . 658.6 564.5 2029 . 79.12 284.5 162.5 584.4 0 0 0 0 0 0 0 P- VI Box 1081 0 Floor 0.04 183.2 0 564.5 0 79.12 0 162.5 0 0 0 1 0 0 0 0 0140, 4651 5-,u 0 01 f-t M9 U-ft. MME CUA HIM Cit-ft.. CUA CU ft NPROM CUJL am Infiltration 0 0.006 0 0 0 0 0 0 0 0 0 0 cc"ff Wor we A ias., Infiltration 1 0.012 0 0 633 645.6 , - , I -A - a"-- 0 0 1 0 0 0. AjZZ Infiltration 2 0.018 1465 2242 0 21 hQ-E-VAatj,0 raM 0 01 1300 1989 0 0 0 E 0 1 0 Infiltration 3 0.027 0 4516 10363 0 0 0 0 , 0 0 Total BTUH 17041 1 1144Fu-ment - 1468 4822 0 � s cerfif ed as b ?inq i 0 0 but if batb=l(+20%) 0 0 17041 4822 0 0 0 0 ev. Tm-ais 0 -=0:1 lElec.=/3.4149 2LC�S st =watts 4990 1412 0 0 c cl 0 IHWBB=/550--.. 31 9 as li'n" 0 0 0 0 Approved al of t- 'SIT 91007 h;.d.c.,.,does-�,""U' not authorize or approve any Omission or deviation from the requirements of applicable State Laws, NOTE: 1- ALL HWBB PLUMBING IS TO BE PEX TUBING UNLESS NOTED OTHERWISE. 2. HVAC EQUIPMENT TO BE INSTALLED ON SITE BY OTHERS. ONSITE 3. BOILER IN BASEMENT BY OTHERS. BULK HEAD F----I----11 II I II II I Ij 28'-31 YZ" 4V-0 3/16' _J IL----I----�1 I 8•BB I ZONE 2 i N1 I ZONE2 F�v 2ND FLR ZONE 1 I I p TK-so �" �o TOE KICK HEATER iot , 2N FLR ZONE 2 9 GDI� o� 22_91l4 J n1 BOX"A' ° UTILITY i KITCHEN _T�^``__ �I_ �0 GREAT ROOM _� r,�" W LLJ p F N co 13'-91/a^ sr-6- GARAGE w W 58'-'r To N O X-OVER CON.ON --- _-_-- SITE BY BUILDER 1--------J ro ENi---------------------------� --1 T —SEM ------ ---� BASEMENT X-OVER CON.ON ------------------------ BATH 3 ---- I ( I I I I -- ---------------------------J L—SITE BY BUILDER-- ————— 1 13515 !2"I I 652112" r- ro T BB rs To 1 I I N j BASEMENT I I 1 tl BOX"B" DINING ROOM �E `� T 32� FO`�' R STUDY MASf7RZj 1�& __ Tom, INC. a P. ®. 2.15 r; j i I ��'m 'a ------------------ ! Coranm eaith- Atssachusetts ------------------ I ited E ua` ion and 1 I 19 BB I I L s BB , `s x ocument is certified as eing in conformance with Massachusetts State 42'-2 7/8. 58 3 1/4' t Codes and the National ,. E}ectr- de f Approved f HARVEY WINDOWS Data SEP 1 9 2puz Approval of this document does not authorize or approve 8'-0" CEILINGS any omission or deviation from the requirements of ° applicable State Laws. im mum Sawayanagi Paul Bernard :COLONIAL - 1�FLooR I-EA-nNG SHEET# o KBS BUILDING SYSTEMS, INC, P12 West Barnstable, MA Newport, RI SCALE: P12 = 1'-0" 0 FILE NAME: Q-06-0356-JK DWN.BY: SA/CEP w 300 PARK STREET, SOUTH PARIS, ME 04281 SERIAL#: KBS-0945 DATE: 9/6/07 MUM,SYSTEMS PHONE: 207-739-2400 FAX: 207-739-2223 NOTE: ALL HWBB PLUMBING IS TO BE PEX TUBING UNLESS NOTED OTHERWISE. 1 19_-113/4__ 1 34'-.41/2' 42'-31J4" 1 ------------------ ---------.-..---------------� I I r; rnl ( I _ I------— BATH 133 2ND FLR ZONE T' 1 1 -( �! icl 2ND FLR ZONE 2 y �I I 2Z'-91J4" --I m 1 u'1 ql n 1 BEDROOM 3 BOX.ICo 13'-7 1/4' 54'.4 3J4 1-------------------- - " —. To T �J'�'T° -------------.--_-_-------- 1 eaSEMEw BASEMENT ATTIC IACCESSI��SITE BY BUILDER I 101.y �p I 1 2.240 I m m �0 ON SITE BY BUILDER-� !AC EISSj I (FIN.) i ----- m \I L---J x f f"--------------- t (FIN.) I NON HABITABLE SPACE NON HABITABLE SPACE Ly To ___J SASeMENT I I IE FAMILY ROOM 52'-71ia_4 ---------------------------- BOX"D" 54-4 314" BEDROOM 2 T. R, ARNOLD Ira^ 1 P. O. Bal 1081 I Ems, IN 46515 r' Commonwealth o [Massachusetts -------------------------- Accredited Ev uation and 6'BB 8'BIB r 1 I s BB s'BB Inspection Agency inconformance I 1a'a" 42'2 114"; f with Massachusetts State Codes and the National Electrical Code f Approved HARVEY WINDOWS (; Date EP 1 9 2007 f• Approval of this document does not authorize or approve 8'-0" CEILINGS @; any omission or deviation from the requirementss of co applicable State Laws. JUMA MUM NDUSE TM Sawayanagi Paul Bernard COLONIAL ��OOR��'NG SHEET# P12a o -- KBS BUILDING SYSTEMS, INC. West Barnstable, MA Newport, RI SCALE: P12a3/16"= 1�-0° 0 FILE NAME: Q-06-0356-JK DWN BY: SA/CEP w 300 PARK STREET, SOUTH PARIS, ME 04281 SERIAL#: KBS-0945 DATE: 9/6107 BUBDINGSYSMMs PHONE: 207-739-2400 FAX: 207-739-2223 P. O. Box 1081 Mkham IN 46515 Commonwealth of Massachusetts V.T.R.ON V.T.R.ON C ,accredited Evaluation and ' SITE BY BUILDER SITE BY BUILDER Inspection Agency This document is certified as being in conform conce z with Massachusetts State ROOF C598s anif the a Iona EI ctrica)Cod 3=t� /f " 1 Approved By CEILING i Date NOTE' Av roval of this document does not authorize or approve ALL LINES WILL BE any omission or deviation from the requirements of RUN IN PEX TUBING 1 1f2" applicable State taws. rumswn 2" wmrvG vuve 2 LAV LAV LAV LAV TUB 11n 1112 V.T.R.ON € i SITE BY ON SECOND FLOOR 1 n• P 1 n" 1 n" 1 rr 1 1 n" 1 1 n" 3" { 1n' ROOF 3'� �,,._"._.._., .._..�._.._".—". ... ,.. 2. 11n' 3 3 3 € !d• 3/4' 314" -314"w 314" 1 1n• 1 1/2" CEILING.. 1 1/2" 11n" ~g z rnwN-ROM Gur+tir uraFs ron a mms z "/'sr.cow noon 4 Fq� 11n' 3/4" a�raaun 2' nwo vµve 2" 1 1!2" I �=uA +.anNGvave ae+Gwuve LAV 2, LAV i WSH KSK D.W. I.AV WSH KSK LAV 1 1n" 2• TUB 1 1n" T IT 71 FIRST FLOOR 1n• tn" ( 112" 1l2" tn• 1n•Lnw. 1n' " 1n" 1n 112" 3" 2" 1 1 . 3• € 2. 3" 2• 314' 314" 3!4"- 314" 314" 3l4," 314" 314" 314" 314• 14" t PEX DROP SASEMENT TYPICAL SUPPLY. SCHEMATIC- NOT TO SCALE TYPICAL DVNV. SCHEMATIC- NOT TO SCALE NOTE:BACKFLOW PREVENTERS @ WASHER&OUTSIDE FAUCETS. Sawayanagi Paul Bernard COLONIAL PLuvBINGsa- TIc z KBS BUILDING SYSTEMS INC, West Barnstable, MA Newport, RI SHEET# P13 0 p SCALE: NONE cn FILE NAME: Q-06-0356-JK DWN BY: SA/CEP w mm 300 PARK STREET, SOUTH PARIS, ME 04281 SERIAL#: KBS-0945 DATE: 9/6/07 cr_ ULDINOSrsTetas PHONE: 207-739-2400 FAX: 207-739-2223 ATTACH TO EACH OTHER WITH 2-16d NAILS @,Sac"' 2xB SPFG142 RIDGE POLE 24 RAFTER UPPER FLIP FLOOR JOIST - -3 INSUTATI VA R BARRIER N` A O BUI 12 -L_ .` 30 YR.SELF SFAl1NG FIBERGLASS CLASSC �9 ^\S - 2X10 SPF#2 T. 7� ARNOLD p,��+r'�•r•- gq�,�+ ^ 13'-5- if 1. R. !AR V & l-)+ SOCI Y I S,- SHINGLE OVER IS7 ROOF UNDERLAYMENT AI4D 7/18'(OPTIONAL K')AGENCY RATED y' C r r' Tr, �j,� •,4�,j� ROOF SHEATHING i0 TIIE4 AT EACH � P. O. Box 1081 � R-19 INSULATION BY BUILDER RAFTER 2x6 RAFTER PER SCHEDULE @ teo.c - iO LOWER RAFTER ` Elkhart, IN 4b515 Commonwealth of Massachusetts � NOTE: ATTACHILS a N E— 13•-1 O}/j� h NON+IABITABLE ICE SHE B.D 36'WiDE (o]/6o.cw °�{ SPACE IN MA 13'-01 Accredited Evaluation and Z'AIR SPACE AT D Q •DECKING TTACHED 1 II' ���� ATTA HWITH 2.16d WIfH Bd NAI S4•o.c.• RE,ERTO W(ORDER) �OPTIONAL LATION — 2X8 SPF#2 `L tJAILS-0,So.c- Inspection Agency FASCIA• 12'-1��� This document is certified as being in conformance DCIO SPFiR @i6'QL DODSPF#2cr9Vr J.@iS*01C - T. 1r-s/ with Massachusetts State 2x8 (1)'•x 6-LAG BOLT 0 EACH 12'-9%g° 21 'SCy4 BAY ALTERNATING SIDL-S OR JS' S!9'GWSUM BON30 2 7!4'x 314' - VENTED SOFFIT NGS)!ZP A THRUSOLTWITHN--. DOUBLE TOP PLATE BEARING STRIP Codes and the National F- qS FR®fig� = RaBIN9:IATIQ4 (}�Zj-iB•IXCaSOL�TaEACH 2x4 STUD GRADE(S) DOUBLE 24TOP 13.-7%" Electrica C � W BAY ALTERNATING SIDES OR Yi' 2.4 STUD GRADE(S) PLATE SPF STUD = THRU B @6'o.c OLT WITH NUT AND STUDS®16'o.c. GRADE($) © c WASHER 4 • - O i� O 11Z'GYPSUMBOARD 2X4 COLLAR TIE UPPER RAFTER ; APProved By 7 2a0 f N ill DOUBLE 2x10 MARRIAGE - Date [�.GGENCY `,1 4'-3k6- WALL RAIL,TYP. DFLOOR6'-'~''�6' -� h�`'— 1 1—L Approval of this document dons not aufhorlse or aPDro`�R•19 INSLMTIONV1(1)X'x W LAG DOLT @ EACH (MINIMUM) 1)� ® I any omission or deviation from the requirements of BAYALTERNATING SIDES OR X' 0.9114--R 16d NAIL @J 1To.c OR ' /t8" 3'-119tb°IINLE 2x10 THRU BOLT WITH NUT AND 1So,c.OR D110 R-19PERIMfER 1b.'X 12'X 2GGa STEEL STRAPS nj'\ g-1° applicable State Laws. PERIMETER RAIL,TYP. WASHER04ro.c• SPF#797.JOIST�1Sa.c. INSULATION ATTACHED WITH 41Dd NAILS TO FLOOR PERIMETER AND TOP PLATE 46o.c.ON 90 MPH WIND ZONE AND Q 24•o.c IN 110 MPH WIND ZONE("') 3 13/16" "-DOUBLE 2x10 PERIMETER DOUBLE 2xt0 MARRIAGE 518'GYPSUM BOARD 2%4 JOISTS FJCfER10R FINISH O 9 3/16 RAIL w72x4 LEDGER TYP, WALL RAIL w/294 LEDGER 2x6 JOIST SPF M2 (SEE EXTERIOR n DOUBLE TOP PLATE L816.OL. ELEVATION I ~ AND JOIST HANGERS. Zx4 STUD GRADE(S) 2114'x 3f4' ) 2X4 SPF STUD 17. Z ��\� 3 13116- TYP' 2.4 STUD GRADE(S) BEARING STRIP AGENCY RATEO SHEATHING KNEE WALL ' J- STUDS 18'o.e DOUBLE 2Hi TOP (NOMINAL 7116'1 112-GYPSUM BOARD PLATE SPF 3'-1 iY" GRADE(S) �...�� a ix) U.1 13'8• 17'-8- ' '— 3' DOUBLE 2.D MARRIAGE WALLRAILvdJOIST THG AGENCY 10GVPSA1BOMM INFILTRATION BARRIER M 3� N < � LL RATE FLOOR (NOMI,AL 2x60160R 24•o.c. M it)X•x 6'LAG BOLT EACH ) SPF STUD GRADES) BAYALTERNATBiG SIDES OR)4• OJ2000-91f4-FLOOR t Sd NAIL@ 12'o,c OR DOUBLE2xl0 THRU BOLT WITH NUT AND JOIST @ 16•o.e.OR 2x10 R-19INSULATION 1 t.- PERIMETER RAIL TYP. WASHER 0 46--' SPF port JOIST®1S'- (MINIMUM) ATTACHED WITH•1-10d NA71lRAS TO FLOOR PERIMETER AND SILL PLATE 3�4"GUSSET 46'o.c.ON 90 MPH WIND ZONE AND APPROVED DRAFT �24'o.c.IN 110MPHWINDZONE(•••) r PLATE - FLOOR INSULATION PER , WI2. P.T.ER PLATE STOPPING MATERIAL"' RES CHECK BY BUILDER WI SEALER 3 P xVE1W'STEEL +� PLATE^' 1T2•DIA ANCHOR BOLT EMBEDDED BR10C9tJG IN CONCRETE MIN,r(1S IN MASONRY) [MECH. MIN,FOR FULL BASFA,EHT 0 S-W-.MAX 12'FROM CORNER C-) MIN.fOR CRAWL SPACES y, MIM.FOR AREAS REQUIRING b R SERVICES COVER CONCRETE WITH AN APPROVED WEATHER NOTM 3112*STEEL COLUMN SEALER BY BUILDER REFEFER TO FOUNDATION TTHIISS NOTED WITH A(I SHALL BE PRCMUD E3Y WNLFAMPER C1Tc //BE—To RAW FOR SPACING- FOUNDATION WALL BY BUILDER AhDIN5TAI.l�BYBULDERCNSETF.ITH(RSNOTIDVVHAL"SH.N1- FOUNDATION }. `i EE PROVICEDEYiULDERAND INSTALLED BBUWM, TC WM PLAN FOR 4•CONCRETE SLAB ON 1. FOOTING SIZES fi MIL VAPOR BARRIER PERFORATED DRAIN TILE S F••.*D�H`SF W.L BE M3ECT®BY LCC&BULDM CMCLAL 2 FlOOR INSUATEON IS NOT REQUIi7ID IF 60.Sf3VB1(F IS CONJITTONED FOOTINGS TO BEAR ON ...;t �;.' 30'x 3Px10'FOOTING UNDISTURBED son 1 (3a xwktr IN Mn) SPACE AM FM WA I-S AFZE INSUAT®PERAPR-ICARE ENERGY 2r� COW(F GQ9 J08NNJE 91ulOTA1 "OM TYPE 3. ALL SCFHTS ARE VHJTED LMESS NUM OTHMMSF- Sawayanagi Paul Bernard COLONIAL SEC110NMNNHOUSE KBS BUILDING SYSTEMS, INC, West Barnstable, MA Newport, RI SHEET# P16 O -0100 SCALE: 3/16"= 1'-0" U FILE NAME: Q-06-0356-JK DWN BY: SA/CEP w 300 PARK STREET, SOUTH PARIS, ME 04281 SERIAL#: KBS-0945 DATE: 9/6/07 rr BUILD11413SYS1EMs PHONE: 207-739-2400 FAX: 207-739-2223 1. ITEARS NOTED WITH A C)SHAM BE PRCMDED BY AC i1RER NID INSTALLED BY BUILDER ON SITE,ITEMS NOTED WITH A r)SI{ALL BE PROVIDED BY BUILDERAND INSTALLS BY BUILDER/SET CREW ON r gZ AgLNO'Le3 A C1 �T; ,. � SIT AND BOTH SHALL BE INSPECTED BY LOCAL BUILDING OFFICIAL P. ® 1�81 j 2 FLOOR INSULATION IS NOT REQUIRED IF BASFJUFJ�T IS CONDITIONED SPACE AND FDR WADS ARE INSULATED PERAPPI-ICABL.E ENERGY E"art, IN 4g6515 y CODE(RESCFEC� ATTACH TO EACH OTHER Commonwealth of Massachusetts 3. ALL BOLTS ARE VENTED UV.ESS NOTED IC 14nIMSE. WITH 2-16d NAILS @ 16'o.c."" 2x8 SPF#1#2 RIDGE POLE Accredited Evaluation and = i F Inspection Agency 2x6 RAFTER UPPER FLIP -36 INSULATI This document is certified as being in conformance FLOOR o JOIST VAP R BARRIER BUILDER Massachusetts with State 12 Codes and the National 2X10 SPF#2 30 YR.SELF SEALING FIBERGLASS CLASS C 9 � - Electric I Co e SHINGLE OVER i N ROOF UNEERL RATED -1 13'-5" AND 7116E(OPTIONAL ^)AGENCY RATED C Approved B r ROOF SHEATHING fD 2x4 COLLAR pA TIE AT EACH 5LP 1 9 zoul r R-19SULATION BYBUILDER 7 RAFTER Date LOWER RAFTER 2x8 RAFTER PER SCHEDULE @ 16a`o. - O io Approval of this document does not authorize or approve co � ATTACH WITH NOTE: any omission or deviation from the requirements of E 2-16d NAILS NON-HABITABLE applicable State Laws. 13'-1Uys" 13'-6%6" ICE SHEILD 36'WIDE @ 16"o.c.""' - 2"AIR SPACE AT IJ O %-DECKING kTTACHED EACH RAFTER ON ATTACH�WITH 2-16d � WITH 8d NA1 S 4"o.c. (REFER TO RK ORDER) �— 2X8 SPF#2 —�-�7-- B NAILS @ 16"o.c.'"' ( I FASCIA• 2X10SPF#2@11i Q'C 2X10SPF#2o•91/4"OJ.@16'0/C 12'-1'%e' '- 7 " 125/2x8 (1)%'x 8-LAG OL @ H 2114"104" BAY ALTERNATING SIDES OR}rz 518'GYPSUM BOARD 2 1/4"x 314" EXTERIOR FINISH VENTED SOFFIT BEAFaNGSTRIP A THRU BOLT WITH NUT AND DOUBLE TOP PLATE BEARING STRIP (SEE EXTERIOR 12'-11 N R•38INSlAATICNI WASHER @ 48'o.c. 2x4 STUD GRADE(S) DOUBLE 2x6 TOP ELEVATION) 13'-75/16" 2x4 STUD GRADE(S) PLATE SPF STUD AGENCY RATED SHEATHING O ODSTUDS @ 16"o.c GRADE(S) . (NOMINAL 7/16') C u2'GYPSUMBOARD 2X4 COLLAR TIE UPPER RAFTER BA%"x 8'LAG BOLT ID EACH V" -57�6" 1 „ BAY ALTERNATING SIDES OR INFILTRATION BARRIER o THRU BOLT WITH NUT AND � T&G AGENCY 112E GYPSiIN� � - 4'-3�B WASHER 48'o c' RATED FLOOR @ 2x6 @ 16"OR 24^o.a I (NOMINAL 518") SPF STUD GRADE(S) 13 „ J " I DOUBLE 2x10 MARRIAGE 9'-2 /5 I 3'_11�5 OJ2000-91/4^FLOOR 16d NAIL 12'o-G OR DOUBLE 2x10 WALL RAIL WITH JOIST JOIST @ 16"o.c.OR 2x10 R-1 9 INSULATION 1 @ '(° PERIMETER RAIL,TYP. HANGERS,TYP. SPF#1#2 JOIST @ 16"o.c. (MINIMUM) ATTACHED WITH 4-i NAILSSTTO 3 FLOOR PERIMETER AND SILL PLATE 2x10 SPF#2 @ 16'o.c.,TYP. 2x10 SPF#2 @ 16'o.c.,TYP. IMMEMM @ 48"o.c.ON 9D MPH WIND ZONE AND @ 24"o.a IN 110 MPH WIND ZONE 3 13116E APPROVED DRAFT FLOOR INSULATION PER W1 P.T.SILL PLATE STOPPING MATERIAL"• RES CHECK BY BUILDER ` W1 SEALER 3 12"z 7"x 1!4"STEEL ti 9 3/16" PLATE— BRIDGING 112E DIA.ANCHOR BOLT EMBEDDED I t ` z BRIDGING IN CONCRETE MIN.7"(15.1N MASONRY) I { � y 90"MIN.FOR FULL BASEMENT `• @ 6'-0"o.c.MAX.12"FROM CORNER('"') 2X4 SPF STUD 18'MIN.FOR CRAWL SPACES KNEE WALL - a <t 24"MIM.FOR AREAS REQUIRING o t? MECH.SERVICES o W CD °- C AN APPROVED WEATHER 3'-11y" --I v M co r 3 1/2"STEEL COLUMN SEALER BY BUILDER ' ' LO © -t w REFER TO FOUNDATION .• -- 3'-85�" ' �- r ' PLAN FOR SPACING" N � REFER TO '= FOUNDATION WALL BY BUILDER rLL FOUNDATION 3j° CD PLAN FOOTING co 4"CONCRETE SLAB ON .�, r- �:. 6 MIL VAPOR BARRIER PERFORATED DRAIN TILE V) OFOOTINGS TO BEAR ON '••+' 30"x 30'x1 D'FOOTING O'•, UNDISTURBED SOIL (30'x30'x12"INMA.) `' r 3 �� GUSSET 27'-5' —t 4 _ PLATE Sawayanagi Paul Bernard COLONIAL BUN401TSECT1ON SHEET# P16a o KBS BUILDING SYSTEMS, INC. West Barnstable, MA Newport, RI SCALE: 1/4"= 1'-0" co FILE NAME: Q-06-0356-JK DWN BY: SA/CEP w 300 PARK STREET, SOUTH PARIS, ME 04281 SERIAL#: KBS-0945 DATE: 9/6/07 BUILDING SYSTEMS PHONE: 207-739-2400 FAX: 207-739-2223 ATTACH TO EACH OTHER WITH 2-16d NAILS @ 16"o.a"' •-2x8 SPF#1#2 RIDGE POLE N / 2x6 RAFTER UPPER FLIP R-38 INSULATION W/ VAPOR BARRIER BY BUILDER 12 30 YR.SELF SEALING FIBERGLASS CLASS C 91 SHINGLE OVER 15#ROOF UNDERLAYMENT AND 7116"(OPTIONAL a")AGENCY RATED C ROOF SHEATHING io Z x4 COLLAR TIE AT EACH R-19INSULATION BY BUILDER ` RAFTER 2x8 RAFTER PER SCHEDULE @ 16"o.c. io E ATTACH WITH NOTE: LO 2-16d NAILS NON-HABITABLE ICE SHEILD 36"WIDE @ 16"o.c."' SPACE IN MA. 2"AIR SPACE AT D Q s'DECKING TTACHED EACH RAFTER 6'-0" ITH 8d NAI S 4"o.c." OPTIO 4 L INSULATION B ATTACH WITH 2-16d 111 (REFE1 t FO WORK ORDER) NAILS @ 16'o.c.'"•' FASCIA" 2X10SPF#2@TCYC 2X10 SPF 42or91/4 01@161CYC 2x8 8"LAG BOLT @ EACH _ VENTED SOFFIT 21/4 a4 A BAY ALTERNATING SIDES OR W—// �2)1-112"X 9-1/4"LVL�S P TYPE"X"GYP EXTERIOR FINISH(SEE EXTERIOR HEARNGSTRp THRU BOLT WITH NUT AND EA.RIM EA.SIDE ELEVATION) (SHIPLOOSE TO BE WASHER @ 48"o.c. INSTALLED BY BUILDER) ) C7D GARAGE AREA TO HAVE ti %"TYPE"X' LE 2X6 TOP AGENCY GYPSUM PLATES F STUD (NOMINAL 7 18D SHEATHING THROUGHOUT GRADE(S) co "TYPE'X"GYP INFILTRATION BARRIER _ ."...,..=-re..,. "TYPE'X"GYP T. R. AM-40 D & 11,%OaAT 1:9y^!WC. TEMPORARY 2x10 2x6 @ 16"SPF ; JOIST SPF#2 @ 32"o.c. STUD GRADE(S) 16d NAIL X 6Ga..OR P. 0. 13ox 1081 (3)2x1 I w!1" (3)2xlVs w! X 12"X 26Ga.STEEL STRAPS FILLER FILLER FLOG PERIATTACHED METER AND SILL PLATE TH 4-10d NAILS TO �' ° r 4�7S1S P Z @ 48"o.a ON 90 MPH WIND ZONE AND Commonwealth ()� $$dCI1LiSuF1S @ 24"o.a IN 110 MPH WIND ZONE('"') 9 a co C SLAB UN Accredited Evaluation and 2x8 P.T.SILL PLATE a °� 6 MIL VAPOR BARRIER COVER CONCRETE WITH ..,....:. •.. ..... ;.... ..... I Inspection Agency W/SEALER•" •• •,s AN APPROVED WEATHER SEALER BY BUILDER Thts document is certified as being in conformance 0 0 1/2"DtA.ANCHOR BOLT EMBEDDED With Massachusetts State REFER TO FOUNDATION a IN CONCRETE MIN.7"(15"IN MASONRY) PLAN FOR FOOTING SIZES @ G-0'o.c.MAX.12"FROM CORNER("') Codes and the National lectri I ' FOUNDATION WALL BY BUILDER O FOOTINGS TO BEAR ON Approved B UNDISTURBED SOIL ^�� 25-5" PERFORATED DRAIN TILE �: Date a 2001 1 Approval of this document does not authorize or approve any omission or deviation from the requirements of applicable State laws. trre Sawayanagi Paul Bernard - COLONIAL GARAGE SCl.r 1 IUD V co KBS BUILDING SYSTEMS INC. West Barnstable, MA Newport, RI SHEET# P16b p SCALE: 1/4"= 1'-0" cn FILE NAME: Q-06-0356-JK DWN BY: SA/CEP w 300 PARK STREET, SOUTH PARIS, ME 04281 SERIAL#: KBS-0945 DATE: 9/6/07 BUILDING SYSTEMS PHONE: 207-739-2400 FAX: 207-739-2223 FOUNDATION NOTES: U) u, 1LENGTNQ=HOUSE PER INDINDU4I.FLOOR PLAN y 1. ALL CONSTRUCTION AND MATERIAL BELOW THE BOTTOM OF THE FLOOR JOISTS IS THE — _ RESPONSIBILITY OF THE BUILDER/ CONTRACTOR AND IS TO BE DONE IN ACCORDANCE — — — — —' — — — — ` — '— — — — — — — WITH STATE AND LOCAL CODES. z 2. BASEMENT ENTRANCE, FOUNDATION OR CRAWL SPACE ,WALLS EXCAVATION AND _ _ _ _ _ _ W a BACKFILL PILASTER, ETC. MUST COMPLY WITH THE LATEST EDITION OF THE BUILDING I rFCRLOCATIW OF STAIRS — FLOOR PLANS AREIJESIG�EDWITHM4)QMaNV1fAU_THC]Q�SSOF1Q'. —I z o \ o CODE AND WITH THE LATEST REVISIONS TO STATE/ LOCAL CODES, LAWS, RULES AND I ( SEE APPLICABLE FLOOR PLAN BUILDER 1S RESPONSIBLE TO DETERMINE FOC3TINGMD ALL RE(1laFHVBJTS L — — v � > REGULATIONS INCLUDING FHMA 4241 EXHIBIT D THERMAL TO QUALIFY FOR FEDERAL IFYALLEXG>IDS1D',aASHv1�lTSTAIRSWYBEAFFECTH]. I a \ W FINANCING. N 3. INSULATION IN FLOORS OR ON FOUNDATION WALLS TO BE THE RESPONSIBILITY OF ' 1 g THE ON—SITE BUILDER AND TO BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES. a I I ACCESSTOCRA1M/1L�AfEB ALDER ADCl'nCNLALsyPP+�TOCLjMNs I_ Iw CL 4. WINDOWS OR VENTS (INSTALLED BY BUILDER) ARE REQUIRED TO PROVIDE Yiso OF FLOOR o ARE RE{IIJIR(�U�OE}2CLEARSPANS I I ,�;; 1ix 4o AREA AS FREE VENTILATION AND SHALL BE LOCATED AS CLOSE TO CORNERS AS IN COMPLIANCE WITH ALL STATEAND LOCAL CODES gVRp(EDET1 DETECTOR IN INCEILINGGIRDERINEXCESSCF5-0' I ' I Q - POSSIBLE. o I I BASOVENTBYBUILDER I > S�FLOCRFLAN Uj w 5. IF WINDOWS ARE INSTALLED IN LOWER LEVEL OF RAISED RANCH UNITS, VENTS MAY BE ACoc I U 6. SILLS OF co REQUIRED, ( LA CODES.DER IS RESPONSIBLE TO CHECK LOCAL ALL DOOR OPENINGS BETWEEN THE GARAGE AND THE DWELLING SHALL z 30'k3 MZ'CONICRETEFOOTI ® SEE CCLLMJSPACINGSCFEDUE W BE RAISED NOT LESS THAN 4" ABOVE THE GARAGE FLOOR. a I I INTERMEDIATESLPPCF;r .R3.p r / / ¢ 7. ALL FOUNDATIONS MUST BE DESIGNED BY A LOCAL P.E. OR R.A. FAMILIAR WITH LOCAL r > SOIL CONDITIONS. � I I VARIES 8. CRAWL SPACE FOUNDATIONS REQUIRE A MINIMUM OF AN 18"x24" ACCESS OPENING FOR 0 LL _————— — I VENTILATION Ys OF 1% OF THE FLOOR AREA PROVIDED BY CROSS VENTS THAT ARE — a — — —I--I— -------- ----------- --------- — ---— — --_ ( INSECT AND RODENT PROOF WITH SCREEN OR LOUVERS. MINIMUM CLEARANCE a —j BETWEEN WOOD MEMBERS AND INTERIOR GROUND LEVEL IS 18". zI I I I 9. FIRE SEPARATION WALLS SHALL BE CONTINOUS TO BASEMENT FLOOR (SUPPLIED ON—SITE CENTER BEAMWITNNFLOOR 312"MNDIASTAhDARDSTEEL I ( 1 BY BUILDER). a SYSIEM(SMa;k6SSEanaI PIPE CCLLMV STANDARD FOR ALL , 10. PERIMETER RAIL ATTACHED TO SILL WITH 16d NAILS ® 12"o.c. Uj M CELSIMTHFU S FULL I' I I 11. MANUFACTURER WILL NOT ASSUME ANY RESPONSIBILITY IF COLUMN SPACING BY BUILDER/ w ( I 1&YI6�'BLOCKPIER I I OWNER EXCEEDS MAXIMUM SPANS SHOWN ON FOUNDATION LAYOUT PLAN. LL M STANDARDFCRPLLMCOH.S ( I 12. LOCATION OF WASHER, DRYER, WATER HEATER AND FURNACE IN BASEMENT TO BE I WITH CRAWL SPACE(TYPE I INSTALLED PER STATE AND LOCAL CODES (BUILDER/ OWNERS RESPONSIBILITY) 'M'CR"T STAR) I 13. ANCHOR BOLTS SHALL BE PLACED AS SO NOT TO INTERFERE WITH FLOOR JOIST. o ( I ANCHORBOLTSTOSTARTI'-0'FRCMEACNENDCF ( ( I 14. SIZES REFLECT WOOD TO WOOD DIMENSIONS OF UNITS ALLOWING SHEATHING AND SIDING FOUNDATION AND CONTINUE @_61T'QCAN3S441 I � i TO OVERHANG THE FOUNDATION. IF 3/4" FOAM INSULATION IS USED, INCREASE THE U�j3 I I BEPIACI DSOASNUTTOINTI VUTHR-OCRJCII Ti I FOUNDATION IN LENGTH AND WIDTH BY 1—)r TO MAINTAIN PROPER OVERHANG. THIS '0 2x_CCNTIN000SSILL PLATE FASTENED ( , APPLIES TO ALL MODELS. I I 70FCLI�D4TICN1NA11VNTH12IATv"DEZFJ2BCLT617 dcMAX .�� 6-0 WX so� 15. FOUNDATION LAYOUT TO BE SUPPLIED NTH EACH HOUSE. 1Z'FROM CFN�2BMTSMJSTEXTETL3AMN1 1,�,�6'INfOM4SCRY, 16. FOUNDATION DRAINAGE AND DAMP PROOFING TO COMPLY WITH APPLICABLE CODES. I— — OF27°INTOOOI�fE —1 17. MANUFACTURED UNITS COVERED WITH THIS BUILDING SYSTEM ARE DESIGNED FOR 1 INSTALLATION ON SITE BUILT PERMANENT FOUNDATIONS AND ARE NOT DESIGNED TO BE MOVED OR RELOCATED ONCE INSTALLED. — — — — — = — — — — — — — — — 18. DESIGN BASED ON A MINIMUM CONCRETE COMPRESSIVE STRENGTH OF 2500psl AND A I W r J W�x/TIXIY 1-WNLX1�VI V SOIL BEARING CAPACITY OF 2500psf. BASED ON THESE ASSUMPTIONS A TYPICAL FOOTING L----------- i I I— — .—I ( CT�TICfJALC1u�l----- WOULD BE ABLE TO SUPPORT A MAXIMUM POINT LOAD OF 15,625 POUNDS. IF THE POINT OPTIONAL CAN ILEYH2 `> WY BE AT FROW, REAR OR SIDE LOAD LISTED ON THE FOUNDATION LAYOUT IS GREATER THAN THE CONCRETE CONTRACTOR SEE IPDMDUN_FLOOR PLAN FCF2ACTlIAL CIM35IDn6 '— — — — [1F ANY FlOI E SHALL DESIGN THE FOOTING TO MEET ALL APPLICABLE CODES AND ENGINEERING PRACTICE VARIES PERINDIVIDLAL LOCRPLAN Y��T®1.D,., y..... P. O. Box 1.081 FLOCRDECIGNG FLOORDECIQNG 12'aA ANCHOR BOLT 1NB®D® . B"arg, IN 40515 METAL MST HANGER METALJOISTHMKER 1NOONCf�iEMN 7 (15INAM\9CAFtY) @su oc Mwc 1rRzoMoora�(� € Commonwealth of Massachusetts C� CR2X2LEDGER "ROCRMST FLOCRJUST ( Accredited Evaluation and 31 T>_ Inspection Agency WOBL SILL RATE �TO�� COfCRETEPARGINGOOV62 t' 7hlsdlocumentiscertifiedasbein MI SILL PLATEVNiH / VNTH BITL�4NCIJS c tA"nNG g in conformartca ii' with Massachusetts State FOUNDATION STRAP .�• fi Caries and The National 11z7c1E ANgi0F2BOLTS (4)3tSk4"LONG LAG BCIT5 FOlN7ATlCIVVIfALL81 BLALOB2RAMS ' B�N�;BDFCR V-11-eCKNFss Electrical Code y ;•,..• �{ 311T IN DIA STANDARD Approved S ' I r' 4�i 16k16"BLOCICRB2 5T1�iRPEOOLLMN �..• (TYPE nrt cR^S MORTAR) PERFORATED CRAIN TILE Data SEP 1 9 2007 ^° 30'tCIUk10'CCNCRETE " 391A3"0'CONCRETE e, :s.;:n•;: FOOTING .;: a,;: s FOOTING(STANDAf�) _ R ovel of this document does not authorise or approve ( �• _ .:-, nr.; .T ssion or deviation from the requirements oD FOOTINGIN � FOCri1NGIN Mk E ;. #4 RE-BAR OCNTINIUOUS applicable State Lsw CRAWL SPACE HER DETAIL 64SEMEHF COLUMN DETAIL FOUNDATION WALL DETAIL matwx OMER Sawayanagi Paul Bernard COLONIAL RXNMflCNDETAILS KBS BUILDING SYSTEMS INC. West Barnstable, MA Newport, RI SHEET# P19 o f SCALE: NONE zo FILE NAME: Q-06-0356-JK DWN BY: SA/CEP w 300 PARK STREET, SOUTH PARIS, ME 04281 SERIAL#: KBS-0945 DATE: 9/6/07 BUILDINGSYSTEMS PHONE: 207-739-2400 FAX: 207-739-2223 r 7 , P. 0. Box 1.081 �. Plkhan, ]IN 4651.5 -of-a onWealth of Massachusetts Accredited Evaluation and Inspection Agency ,ocufnent is certified as being in conformance with Massachusetts State Codes and the National Electrical Code f 69._0" npprovad Date P 1 9 2007 ---------------- --------- ------------------------------------ ------------------— r val of this document snot authorize or approve ------------------------------ any omission or'PPevN3 w requirerrtetHs of -------------- ———————————————1IF ----- 1 1 I t,,,. I I I I I PEXDROP� 1 1 I LOCATION 1 I I 1 I I FROST I I I I i WALL I I I 1 I I I I C I I I I I I I I I I i7 I I I I I I ) I 1 I 1 I I I I I 5 5" 6-7" 4-6" 8-1' 8'-6" 8'-0' W-2" I I 1 I FLOOR FLOOR LOAD — FLOOR LOAD --- ^- FLOOR LOAD I I to I iMANDATORYi Q IMANDATORV� LOAD ;NAND 1 A70RYI ONLY IZ63'I A I ONLY ;MANOATO `MANDATORYt= ONLY I N ! w it STAIR t -!11692 LBS 10557 LBS 13175 BS AREA 17 LBS LBS 14833 LB rn 17057 LBS ( I 1 I 1 N = BW-6 3/4" 10" i MAN TORY{ - _... I I I a ti 1 I ) FROST 136'-111/2" I 1 I N O I I WALL i i Eo 41'-51/4" I I I I 1 I I I g I I I I I j c� I 1 I I 138'-1D 7le' I L I ------------ --------- L---------- _ 1 1 NI —_—_ _--- ------_—_.--------- 1 ------------ ------------------------------------------------------------------------------------------------- - 6'-6" 12'-7 1/2" 10" 55'-6112" FOUNDATION NOTES 1,)LALLYCOLUMN SPACING IS SUBJECT TO CHANGE UNTIL FINAL APPROVAL 2.)STRUCTURAL DESIGN OF THE FOUNDATION PER SITE CONDITIONS AND LOCAL AND/OR STATE CODES NOT BY KBS 3.)BULKHEAD AND SUMP SIZE AND LOCATION PER SITE CONDITIONS NOT BY KBS 4.)THE BUILDER SHALL SUPPLY&INSTALL TO THE FRAME ONENSIONS OF THE HOUSE ALL SITE SILLS E SILL SEALER SQUARE AND LEVEL BEFORE THE MODULAR AND PANELIZED PORTIONS FOR SET BY KBS. SULDER Sawayanagi Paul Bernard COLONIAL F0114DAT1ON1AYOU' Z KBS BUILD SHEET# P19a o LNG SYSTEMS, INC. West Barnstable, MA Newport, RI SCALE: 3/1611= 11-011 U) FILE NAME: Q-06-0356-JK DWN BY: SA/CEP w 300 PARK STREET, SOUTH PARIS, ME 04281 SERIAL#: KBS-0945 DATE: 9/6/07 Q' BUIL➢INGSYSTEMS PHONE: 207-739-2400 FAX: 207-739-2223 l_ - ,l• t ' �ti�� JF � 4/ sue./ .. N, ° e> - 1 1 e 13 (State Nig J i S_2g 0�.. J o U ,. Fnd (� is `V v- tiny Fnd iM sPhait Walk 8 CB/OH .._. TPA!E1=200.64 assumed) Lawn - Top of CB/DH Found Location Map Lawn ASSESSORS REF.: Map 178, Parcel 4-2 • 1 r o !1 , I d- OVERLAY DISTRICT. FF=207'2 f p 1 i }, 1-112Sty AP - Aquifer Protection District 1 , 1 - 1 W/F 1 I 1 I Dwelling 1 I #1085 II Cs 1 ! 6 O FLOOD ZONE: ZONE: 1 A�. ❑ Zone C Community Panel No. Area (min.) 43,560 SF #250001 0011D Frontage (min) 160' 09 0 gxisting ` I July 2, 1992 Setbacks: $pptic system` 1 5P 1 11 Front 40' 1 ; Side 30' Reor 30' OWNER: I Exit 5 Reolty Trust °`, it 0 1 rr I I Junichi Sawayonagi 1085 Route 6A I i r 0 rrw 1 i N West Barnstable MA 02668tn 1 Proposed SAS �Q� i o \ Cp ❑ I o < Q) Parking I E ting o �� t ) Sh Retail 1,164±SF @ 1/200SF = 6 Spaces -Storage 972±SF C@1/700SF _. 2 .Spaces ❑a I'II o i D \\ Office 390±SF @ 1/300SF = 2 Spaces IN` 4 Residen tial = 2 Spaces ❑� ' 1� i z o Total Spaces Provided = 12 o 1 _ Ta v Area Summary ° o W I 11 U) 1 Total Lot Area = 44,072±SF ❑ 1 II tI o Existing Pavement = 1,940±SF <. �o op �• Proposed Parking/Drive Area = 6,050±SF Existing Footprint = 1,190±SF � N ❑ Q I 1 150'From o I I I Existing Well co I Proposed 1 NOTE: `�- z ❑ I Sep tic I Tank o I 1.) The property line information shown was I compiled from available record information. X o3�� I `` O 208 \I 2.) The topographic information was obtained s 1 _ i- from on on the ground survey performed on I or between 14IFE8102 and 11/MAY/06. Proposed 3.) Abbutters wells shown ore from record plans Bedroom � N obtained from Town of Barnstable B. 0. H. 3 8 1. ) L)welling ce70H 4.) The datum used is assumed. Top of FND EL=209,.0' 30s Fnd 5.) See sheets 2 & 3 of 3 for proposed septic system design data. 95' 6 30.5• ' �tGON F��Sq`Y o� +:° ,"� `�, Z RICH AfiD s^ ,55" .N EI=204.15'(ossumed) I 3c r3 PC'G f z O R. y Top H Furl lMLl1REJX V' N 6''Q7 �' 1 1 rj 4' '\ �. p 11... .�i-' 12 33. 11111L �,UF_ \O Q Proposed Well F trdsl Zp4'i ondg stableg15 I darnatf 1CSIDH Find i Prepared By.: Sheet Title: Prepared For: sheet o. ROGER P. MICHNIEWICZ, P.E. Plan Showing The Design Of A Exit 5 Realty Trust P. 0. Box 207 1085 Route 6A 1 OF 3 East Sandwich MA 02537 Subsurface Sewage Disposal System West Barnstable MA 02668 (508) 362-9542 (508)362-7606 fox at 1085 Route 6A Dwg # CapeSury C537 P 7 Parker Rood In Barnstable (West Barnstable) Mass Scale Osterville MA 02655 0 15 J0 45 60 FEET 1 =30 (508)420-3994 (508)420-3995 fox — ate ccpesurv@copecod.net 10 O ` � t 1 TOP OFFOUNDATION INVERT ELEVATIONS INVERT AT BUILDING 2D G-�0 -Log, O ACCESS COVERS MUST BE WITHIN 6" OF FINISH GRADE INVERT 1N AT SEPTIC TANK 20 r,,, INSTALL GAS BAFFLE INVERT OUT AT SEPTIC TANK 206. 5 IN OUTLET TEE ?or,Xj �1 o 1 t. S5.ok. 9 � INVERT IN AT DIST. BOX � , INVERT OUT AT DIST. BOX to 6.10 INVERT IN AT S.A.S. 0 ; 2 BOTTOM OF S.A.S. t63•� 5m Sit 20� IN. 2" OF OBSERVED GROUNDWATER Zo6, - - S: a fo = T01/2"DIA. da WASHED SHED STONE ADJUSTED GROUNDWATER 1°t .0 (VERGitg) Q WA 10'MIN. o 314"TO 1-112"DIA. 13 00 GAL. - Li WASHED STONE SEPTIC TANK DIST. BOX w 203,00 DESIGN CRITERIA: (H40) DESIGN FLOW: PROP. S.A.S. BEDROOM DWELLING @ 110 GALS./DAY PER BEDROOM. H-20, N EQUALS 330 GALS. PER DAY. N o GAil.10 . GENERAL NOTES: pgl%c,wcv a t. , 1916•od SEPTIC TANK REQUIRED: 330 GPD X 200'�EQUALS 660 GALS. 1. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY ONLY. SEPTIC TANK PROVIDED: 1500 GALS. 23�2. ALL CONSTRUCTION METHODS, MATERIALS AND MAINTENANCE FOR THE SEPTIC SIZE OF LEACHING FACILITY REQUIRED: 7" SYSTEM SHALL CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL BOARD OF HEALTH t3 DESIGN PER 33® GALLONS C. PER DAY 5 MINUTES/INCH REGULATIONS. 3. ALL SEPTIC SYSTEM COMPONENTS SUBJECT TO VEHICLE LOADING(LE. UNDER 5 SIZE OF LEACHING FACILITY PROVIDED: DRIVEWAYS, ETC.) SHALL BE DESIGNED TOWITHSTAND H-20 LOADING. 'sHR - 50O GRL, GA►PAG�T`t Ga►aG4tt i2 L.E.A�CHI�.tG S�"RvCTcs�Z�3w41�T1-� 4 ' 5176tsE i 4. ALL SEWER PIPE SHALL BE 4-INCH DIAMETER SCHEDULE 40. _ SIDEWALL: I 86 S.F. X 0-194 _ 138 GPD 5. BEFORE STARTING CONSTRUCTION, CONTRACTOR SHALL CALL DIG SAFE AT 1 BOTTOM: 13V3W S.F. X 6,4 = 3ZZ. GPD (800) 322-4844 FOR LOCATION OF EXISTING UNDERGROUND UTILITIES. p-�t1X TOTALS: 622 S.F. X _ 60 GPD c+� N 6. DATUM IS ASSUMED. PLAN SHOWING THE DESIGN OF A SUBSURFACE 7. NO DETERMINATION HAS BEEN MADE AS TO ZONING COMPLIANCE WITH DEED „ SEWAGE DISPOSAL SYSTEM RESTRICTIONS OR ZONING REGULATIONS. IT SHALL REMAIN THE OWNER'S ° AK RESPONSIBILITY TO OBTAIN ALL REQUIRED PERMITS, SPECIAL PERMITS, VARIANCES, EXIT 5 REALTY TRUST ETC. FOR THIS PROJECT ROGER 1085 ROUTE 6A, WEST BARNSTABLE, MA PAUL f� f?!CHN FWIC NOTE.-REMOVE UNSUITABLE SOIL BENEATH t� n 3 "70 ROGER P. MICHNIEWICZ P.E. =' P.O. BOX 207, EAST SANDWICH MA 02537 AND WITHIN A 5 WIDE ZONE AROUND °� �c� � ��';,} r THE S.A.S. DOWN TO THE C-1 STRATA ' °?`�`, PHONE: (508) 362-9542 FAX (508) 362 -7606 AND REPLACE W/TH CLEAN SAND PER THE REQUIREMENTS OF TITLE 5. p 9-o qCo . DATE:JUI Y 24, 2006 SHEET 2 OF 3 DEEP OBSERVATION HOLE LOG Hole# Z a Depth from Soil Horizon Soil Texture Sdil Color soil Other Town of Barnstable 1'# Surfnce(in.)�,•••rC�. (USDA) (Munsell) Mottling (Structure,Stones.Boulders. �t '� Department of Regulatory Services „ pF Public Health Division Date �' IlkZ - 11O I� '— ` 1 (�� ,yjo- �r 200 Maio Sheet,Hyannis MA 02G01 I COTES. •a,µta ().g,� it., R. `�]� c P taGla�n 1. THE BARNSTABLE HEALTH DEPARTMENT HAS PREVIOUSLY � ; _ et 6 d APPROVED WATER USAGE IN THE EXISTING BUILDING AS: Date Scheduled Time Fee I'd. 2 l /. `7/Y / ( ©—�S e �>,A L.-•�� Ic a ' HOUSEHOLD WATER USAGE.........................110 gal/day SUSHI PREPARATION WATER USAGE.............20 gat/day Soil Suitability Assessment for Sw age Disp l , / c FRAMING SHOP WATER USAGE.......................5 gat/day Performed By: s L - 0A Witnessed By: ' ` DEEP OBSERVATION HOLE LOG Hole# DAILY WATER USAGE TOTAL..................: 135 gat/day LOCATION&GENERAL INTORMATION Depth from L Soil Horizon Soil Texture Soil Color Soil Other Location Address _ Owner's Name _J rrJ, N/ �`'�.'�UnY� E7� Surface(in.) Y1 rLOt,af> (USDA) (Mansell) Mottling (Stmelum Stones,Boulders. Y i= H C... 2. TO MEET NITRATE LOADING REQUIREMENTS AFTER THE ST �j Address , ,� CONSTRUCTION OF THE PROPOSED 3-BEDROOM DWELLING Assessor's MapJParctl: �/7 c / 'ex_2— L'nginecr's Name 1:;-�:,�-,-' ;',"G r r�i�'1�>«r�ez r ..s� •� ��, � :, �, �' � r eJ' ON THE LOT, THE RESIDENTIAL PORTION OF THE EXISTING NeweoNSIRUC17oN � REPAIR Telephonet7 �- �' 3�-' -�=sz- � (:_i,��; �;,�i ,L ; 6 , �,;,� �,OI�•,'�p BUILDING WILL NEED TO BE ELIMINATED,AND WILL NEED TO Land Use Pc� slopes(x) e� sarrau stones I��- �. I Z _ BE CONVERTED INTO NON-RESIDENTIAL USE SUCH AS OFFICE t2�FDA(.— / `� 4 �r^' l -i OR STORAGE SPACE SO THAT THE TOTAL WATER USAGE FOR Distances from: Open Water Body N it Possible wet/tea Nc' ft Drinking Water Well ✓•ft THE 44,072 S.F. SITE DOES NOT EXCEED 440 GAL/DAY. Drainage Wey j /t ft Roxrty L1nc ,,,JA- h ft 3. THE PROPOSED SEPTIC SYSTEM SOIL ABSORPTION SYSTEM SKETCH:(Street name,dimensions of lot,exact locations of tut holes&perc tests,locale wetlands iit proximity to holes) DEEP OBSERVATION HOLE LOG Hole# ?,A. IS SIZED TO ALLOW THE SEPTIC FLOWS FROM THE EXISTING Depth from Soil I lorizon Soil Texture Soil Color soil Other BUILDING TO BE DIRECTED INTO IT AT SOME TIME 1N THE FUTURE Surface(io.)1'•'LO 1�a J C) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. c-- FLA.J , S"' WHEN THE EXISTING LEACHING PIT PRESENTLY SERVING THAT iZ ii^� I4 BUILDING FAILS. ti r I. ILA =EL 196.0 t� u (�J O le "� Nay `ry ' rz DEEP OBSERVATION HOLE LOG Hole# PCB' - , T t✓9 Depth from ^ Soil Horizon Soil Texture Soil Color Soil Other � Surface(in.;�j_` 15 f �i V (USDA) (Mansell) Mottling (Stru lure,Stones,Boulders. /O FIOCs E3 T^ 5:v PAUL T' CA MICHNIEdifICZ ' No.3 , Cl 5o � f Depth to Bedrock j'' i1 C Parent material(geologic) —"—r— f ( •�1"`I y Depth to Groundwater. Standing Water in Hole?: Weeping.. from Pit Pace ' - Estimated Seasonal High Groundwater ! lc•• EL DETERNIINATION FOR SEASONAL HIGH WATER TABLE Flood Insurance Ratc 114na: i Method Used: io• Above 500 year flood boundary No_ Yes Depth Obse,.d standing in obs.hole: in. Depth to soil ntoules: . Depth to weeping from aide of obs.hole: �� In, Groundwater Adjustment ft. PLAN SHOVV7�G THE DESIGN OF A SUBSURFACE Index Well 0 _ Reading Date: Index well level Adl.factor.Adj.Oroundwaler Level Within 500 year boundary No ✓ Yes Within IOO year flood boundary No✓ Yes_ SEWAGE DISPOSAL SYSTEM PERCOLATION TEST Dale Z "xtme Depth or Naturally Occurring Pervious Material Observation �A nine e at 9" Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the Hoke Y EA'IT S REAL TY TRUST ., area proposed for the soil absorption system? Depth of Pere SL,� Time at 6" �� N � If not,what is the depth of naturally occurring pervious material?— / 1(185 ROUTE 6A, WES'T XARIVSTABLE, MA Time(9.,,6••) Start Re-soak Time @• ice_ �--- - Certification ! ..I ;, ROGER P. MICHNIEWIC7 P.E. End pro-mat h l I certify that on �—(dale)I have passed the soil evaluator examination approved by the ZM Department of Environmental Protection and that the above analysis was performed by me consistent with P.O. BOX 207j EAST SANDWICH, MA 02537 Rate MinAnch the required training;expertise and experience described in 310 CMR 15.017. Site Failed: Additional Testing Needed(Y/N) r ] / PHONE: (508) 362-9542 FAX. (508) 362 -7606 n Site Suitability Assessment: Site Passed.. ' l.i �C' �'•F-' ��- i Date Signature " t' "M' `3 Original: Public Health Division Observation Hole Data To Be Completed on Back---------- I `• rrrlf percolation test Is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:%SEI'f1C�PERCP0RM.D0C DATE:JULY 24, 2006 SHEET 3 OF 3 Q•'SppnC1,ERCPORM.DOC Barnable 2 r , lno ocus-' 6A ,.02 , CBH �-, _�- (State Highway r .o � 'se Q U Le Fnd V '5 1 walk 1$ cB/DH �rL ,_ 18 �1 Asphalt Fnd f ... �•� `"'•---__ r �'1 �. r� 4�`-,"� i .- .._ _ .". _ TBM EI=200.64'(ossumed) .. 1 ff 1 - �•" I �1..` 1 Lawn Top o1 CB/0H Found Location Map 3 _ / 11 > 6 l l -''•. m �I Lawn ASSESSORS R REF.: Mop 178, Parcel 4-2 I, OVERLAY DISTRICT. ; ' -110 fF=207.2 I 0 ,0 1 � 1-1/2sty I , AP — Aquifer Protection District I I ! + W/F o I S !° I I Dwelling 1085 / I �s I II I � ❑ FLOOD ZONE. ZONE. i II �'�\ j °�� ° ❑ VB—B I O I o�J ! I n Zone C I S I i ��� I -� Community Panel No. Area (min.) 43,560 SF #250001 0011D Frontage (min) 160' 1 s�. NL o Cxisting I I I July 2, 1992 Setbacks: ptic System Front 40' j t i 1 Side 30' /�' Rear 30' !{.:::.`:.'` r 1 OWNER, 7 . Exit 5 Realty Trust ° r o 1 Junichi Sowoyonagi i rr r rr li - r 1085 Route 6A I O 7 rd I r rK. West Barnstable MA 02668 ° 45' P r ' my r�' i t'� 1 V��@ 1 ❑Proposed SAS �Q. ,. o I r. t rn Parking 1�3 E ' ling � � 0Sh 1 m Retail "1,164±SF @ 1 200SF = 6 Spaces I o I a Storage 972±SF @11700SF = 2 Spaces ❑a 11 a i D 11 a Q Office 390±SF U 11300SF = 2 Spaces Residential = 2 Spaces I', / I I z C- V. ❑� 0 3 1 1 N Total Spaces Provided — 12 ....... ............... . . C-) Area Summary i W 1 I In I Total Lot Area = 44,072tSF I a Existing Pavement = 1,940±SF < j�o ° 5 Proposed Parking/Drive Area = 6,050±SF �o" ` Existing Footprint = 1,190±SF r N O I 11 I 150'F— o Ln I I i Existing well m I I Proposed NOTE. _ z ❑ SepticllTank j o I I 1.) The property line information shown nos i o�° O 10.5,9 It 1' 2p39 compiled from available record information. X �o,5 II 4`. 208 1 / C 1 2.) The topographic information was obtained �X i tt — i— --- from an on the ground survey performed on 1 or between 14IFEB102 and 11/MAY/06. I P osed 'rop i 3.) Abbutters wells shown ore from record plans 1 e. om I obtained from Town of Barnstable B. 0. H. ' 3 B ro i. D welling BAH 4.) The datum used is assumed. 20�•0 I 30.5' Fnd 5.) See sheets 2 & 3 of 3 for proposed septic rap of FND EL= / / system design data. 30. 95' � N 2001 1 _ \ 30.5' . OF 7,0 _ J �In J'1 V? , 5 Y` TBM EI=204.15'(ossumed);",'" 5 Top of CB/OH Found v4 4 lFic�ielc:�X c, ` .i. i:34it2 1 33•1 I S } i \3�,; `O`_'�✓ Proposed Well Trust b1e/Lon59 i3ornsto rtf CBIDH Fnd Prepared By.: Sheet Title: Prepared For: Sheet No. ROGER P. MICHNIEWICZ, P.E. Plan Showing The Design Of A Exit 5 Realty Trust -1 P. 0. Box 207 1085 Route 6A 1 OF 3 East Sandwich MA 02537 Subsurface Sewage Disposal System (508) 362-9542 (508)362-7606 lax West Barnstable MA 02668 at 1085 Route 6.4 DWg # Ca eSury C5371 p 7 Porker Rood In Barnstable (west Barnstable) MASS Sale Os tervilie MA 02655 0 15 30 45 60 FEET 1 r=30' (508)420-3994 (508)420-3995 fox Date cooesuroCkopecod.nei 10/AUG106 TOP OF FOUNDATON INVERT ELEVATIONS EL.. 7.0 I -o0 INVERT AT BUILDING ?.a ro.0 ZOS. O Q ACCESS COVERS MUST BE WITHIN 6"OF FINISH GRADE INVERT IN AT SEPTIC TANK 20 rp.-90 INSTALL GAS BAFFLE INVERT OUT AT SEPTIC TANK %06•�5 IN OUTLET TEE �p�•2'� INVERT IN AT DIST.BOX 20 rl OV �' � �' INVERT OUT AT DIST. BOX t0 S.10 206.6 '�. L. L O 6 .5 INVERT INAT S.A.S. ?..195.0K-M0 205•do BOTTOM OF S.A.S. tor, Z03.0 IN. 2" OF OBSERVED GROUNDWATER - ,5o �l 'Los. 1/8"T01/2"DIA. FOUNDATION a WASHED STONE ADJUSTED GROUNDWATER 1% .O (WV Cfty) ds 2o6-t5 ` u' —314" TO 1.112"DIA. 10 MIN. TS 00 GPcL • WASHED STONE DESIGN CRITERIA: SEPTIC TANK DIST. BOX 2 03.00 CH-10 DESIGN FLOW. PROP. S.A.S. 3 BEDROOM DWELLING @ 110 GALS./DAY PER BEDROOM H-20 in EQUALS 330 GALS. PER DAY. iJ o GAvJ3",*s Gaa�v�q GENERAL NOTES: pgac,ptcv • 1916.00 SEPTIC TANK REQUIRED: 330 GPD X 2WIo EQUALS 660 GALS. 1. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY ONLY. SEPTIC TANK PROVIDED: 1540 GALS. 23' SIZE OF LEACHING FACILITY REQUIRED: 2. ALL CONSTRUCTION METHODS, MATERIALS AND MAINTENANCE FOR THE SEPTIC T SYSTEM SHALL CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL BOARD OF HEALTH 13 33 O . RATE. 45 MINUTES/INCH REGULATIONS. GALLONS PER DAY 3. ALL SEPTIC SYSTEM COMPONENTS SUBJECT TO VEHICLE LOADING(I.E. UNDER 5' SIZE OF LEACHING FACILITY PROVIDED: DRIVEWAYS, ETC.) SHALL BE DESIGNED TO WITHSTAND H-20 LOADING. 500 GRL. GAoPAG,,T`V CaNICR&i t. 1_*.ArC81tsG S'tRuGTu�t�3 fv�l t 517Nst 4. ALL SEWER PIPE SHALL BE 4-INCH DIAMETER SCHEDULE 40. SIDEWALL: I SG S.F. X 0.114 = 13$_ GPD BOTTOM. S.F. X 0:iN = 3t2. GPD to �► 3� 5. BEFORE STARTING CONSTRUCTION, CONTRACTOR SHALL CALL DIG SAFE AT to �. TOTALS: S.F. X 0-1- -= 6 0 GPD (800) 322-4844 FOR LOCATION OF EXISTING UNDERGROUND UTILITIES. 71------- 6. DATUM►S ASSUMED. PLAN SHOWING THE DESIGN OF A SUBSURFACE 7. NO DETERMINATION HAS BEEN MADE AS TO ZONING COMPLIANCE WITH DEED SEWAGE DISPOSAL SYSTEM RESTRICTIONS OR ZONING REGULATIONS. IT SHALL REMAIN THE OWNER'S ". RESPONSIBILITY TO OBTAIN ALL REQUIRED PERMITS, SPECIAL PERMITS, VARIANCES, 5' t�' ' EXIT 5 REALTY TRUST" 1085 ROUTE 6A, WEST BARNSTABLE, MA ETC. FOR THIS PROJECT. ROGER P. MICHNIEWICZ P.E. NOTE-REMOVE UNSUITABLE SOIL BENEATH P.O. BOX 207, EAST SANDWICH, MA 02537 AND WITHIN A 5' WIDE ZONE AROUND ' ^+\`'� - .r,'s HE "l r ��:~ PHONE: (508) 362-9542 FAX (508) 362 -7606 T S.A.S. DOWN TO THE C-1 STRATA x '"= ' :t' AND REPLACE WITH CLEAN SAND PER THE / �? , REQUIREMENTS OF TITLE S. ' DA TE-JUL Y 2,4 2006 SHEET 2 OF 3 DEEP OBSERVATION HOLE LOG Hole# Z.A- Town of Barnstable p# J 7 Depth from Soil Horizon Soil Texture Soil Color soil Other Surface(ian Z O 1 1 '� (USDA) (Mansell) Mottling (Structure,Stones;BewWem Q Department of Regulatory Services f 1 Public Health Division Date ( ',t� `a'a�a a�� 200 Maio Street,Hyannis MA 02601 O, • iC '7�h C l7 N6� NOTES. raa � ._ \ 1. THE BARNSTABLE HEALTH DEPARTMENT HAS PREVIOUSLY 1- GI -11"Ji Jtvtd 40 $L b APPROVED WATER USAGE IN THE EXISTING BUILDING AS: x-�1 Y Time �. Fee 1'd. >• Date Scheduled ®—�t e'L >,k 1..�•t, i f. a HOUSEHOLD WATER USAGE.........................990 gal/day SUSHI PREPARATION WATER USAGE............20 gat/day Soil Suitability Assessment for wage Disp I FRAMING SHOP WATER USAGE.......................5 gal/day —1�3 \ Perfanned By .L witnessed By-" '-` ' e.Y� DAILY WATER USAGE TOTAL........................135 al/da DEEP OBSERVATION HOLE LOG Hole# 9 Y LOCATION&GENERAL INFORMATION Depth from Suit Horizon Soil Texture Soil Color soil Other Location Address Owner's Name - surface(in.) (i L.? 0 1�r (USDA) (Mansell) Mottling (Structure,Stones,Boulders. -J w.9 y-� G// YY '1 C.- 2 TO MEET NITRATE LOADING REQUIREMENTS AFTER THE ST Andres:/ct�'_>" -i.'n' is a'.d� )5/�)8ec D i` `�• (�'• » l ' '� CONSTRUCTION OF THE PROPOSED 3-BEDROOM DWELLING Assessor's Map/Parcel: �7c / /?(_Z Engineer's Name �c,fr.' %'.,"(��f���'Ic w)ez .}- •• w �. �; �, V p� ON THE LOT, THE RESIDENTIAL PORTION OF THE EXISTING NEED TO New CONMUCnON -V REPAIR Telephone a s"t - 3�= -I sr z >r, f--i+1�t �,.rl,l 6- ,, -� �..L �,q G a20 BUILDING WILL NEED TO BE ELIMINATED,AND WILL Land use PY>rnv.nrH� Slopes(%) e� � surface stones tl,-,=, C I— BE CONVERTED INTO NON-RESIDENTIAL USE SUCH AS OFFICE ./ `� E r-"' 41 Z OR STORAGE SPACE SO THAT THE TOTAL WATER USAGE FOR Distances from: Open Water Body—Ep It 'sensible Wet Area 1./c' it Drinking Water Well f—ft THE 44,072 S.F. SITE DOES NOT EXCEED 440 GAL/DAY. Drainage Way D(_¢ ft Property Line it, ft Other ft 3. THE PROPOSED SEPTIC SYSTEM SOIL ABSORPTION SYSTEM SKETCH:(Street name,dimensions of lot.exact IocatiOns of test holes&pare tests.locate wetlands in proxinuly to holes) DEEP OBSERVATION HOLE LOG Hole# ?,A, IS SIZED TO ALLOW THE SEPTIC FLOWS FROM THE EXISTING Depth from soil Horizon soil Texture soil Color sail Other BUILDING TO BE DIRECTED INTO/T AT SOME TIME IN THE FUTURE Surface(in.)eLq-O 5 s (USDA) (Muosell) Mottling (Structure,Stones,Boulders. P<<4 � Ty L P�,,� , WHEN THE EXISTING LEACHING PIT PRESENTLY SERVING THAT BUILDING FAILS. z zh l-�. xat to .e-S l' I - iv l-M G. c tf,r c • 4L n� 'EL 196.0 c, DEEP OBSERVATION HOLE LOG Hole# P .4��c,;'�' Depth from Soil Horizon Soil Texture Sal Color Soil OtherJr`a 'e: Surface(in.;oj��` f ftia (USDA) (Mansell) Mottling (Structure.Stones.Boulders. =arm ROGER � nr ; PAUL Aul kriiCl'• ic C� L12- No. � n Parent �- rent material to Bedrock iel(geologic) —"`-1'— f Weeping from Pit Face Depth ro Groundwater: Standing Water in Hole: P 6 Estimated Seasonal High Groundwater C u�79 DETERMINATION FOR SEASONAL HIGH VS ATER TABLE Flood Insurance Rate Map: I Method Used: Above 5oo year noon boundary No_ Yes •/ Depth Observed standing in obs.hole: in. Depth to soil mdtllts: —_:- in. ® �t Depth to weeping from side of obs.hot-: ,� in. Groundwater AdJushnent ft. Within 500 year boundary No ✓ Yes_� �I•'IO��tfl tit �H� �I'E.�IG11� �+� .S USSURPACC Index Well a Reading Date: Index well level Adl.factor.Adj.Groundwater revel @� �p DISPOSAL gg �/ Within 100 year flood boundary No '/ Yu— PLAN SEWAGE 6JISP05/�1L SYSTEM STE� t PERCOLATION TEST Dale:`% r `*Tiuu t Observation Z�' A" Time at 9" i _ Depth of Naturally tfourfeet Occurring FerYinus Material Hok a --- Does at least four feet of naturally recurring pervious material exist in all areas observed throughout the p�� area proposed for the soil absorption system? �s%� f EXIT 5 RE,4L TY TRUST Depth of Pac •�'•'�- --- Time at 6" _� --L--- If not,what is the depth of natural) occurring pervious material? Time(9"•G") p y / 1085 ROUTE 6A, WEST I3AR1�IS'T.413LE, MA Start Pre-soak Time C � �—. � ., ,y I certify that 1 ROGER P. �dIICHNIEWICZ P.E. erta ftc-soak I certify that on f —(date)I have passed the soil evaluator examination approve')by the /t -7 Z"'+'� i Department of Environmental Protection and that the above analysis was performed by me consistent with Rate Min✓lach P.O. BOX'1 iJ lr EAST SANDWICH, MA 02537 t the required training;expertise altd experience described in 310 CMR 15.017. �/ C ys (��/ ) FAX. ty c Site Suitability Assessmtnt:.Site Passed Site Failed: Additional Testing Nccdcd 07N)�— J \' PHONE. (508) 362-9542 FAX. (508) 362 a 7606 J. .�, 1.• �(.'.��,J Y( Date i 1(_ JC+ (.''�..; Signature Original: public Health Division Observation Hole Data To Be Completed on Back----------- JI f ***If percolation test is to be conducted within 100'of wetland,you must first notify the i Barnstable Conservation Division at least one(1)week prior to beginning. Q:\sP-r I(\PERCPORM-DOC I)A l E:JUL Y 24, 2006 SHEET J OF J Q:%SEFnCtPERCFORM.DOC `