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HomeMy WebLinkAbout0134 WIANNO AVENUE - Health 134 f WWIANNO A VENUE, OSTERVILLE A `141 007 1 i o a n TOWN OF BARNSTABLE LOCATION SEWAGE# `47 VJLLAGE ASSESSOR'S MAP.&PARCEL / - 7 INSTALLER'S NAME&PHONE NO. Q C-FVX- SEPTIC TANK CAPACITY 87'oo 1?CYO G LEACHING FACILITY:(type) - 5 Dad ,�g�Lw (size) NO.OF BEDROOMS OWNER 9t qt' nVLOR G PERMIT DATE: COMPLIANCE DATE: a 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 ori` 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 Ilk , l j r OQ o rAv.G o > � (h cso %Ilk �• - e _ i TOWN OF BARNSTABLE LOCATION / 3 y(,ym,ywo aa yiF SEWAGE#�,b/a - Q VILLAGE Sy-��Ut� ASSESSOR'S MAP&PARCEL/h �n 7 ,INSTALLER'S NAME&PHONE NO. V�URk S VeO )r �i -a2�G� f SEPTIC TANK CAPACITY �s LEACHING FACILITY:(type) -5c5&aL"ju ptvy a9 tlg(size) NO.OF BEDROOMS OWNER kAIZIZY R `1 LOX PERMIT DATE: c 2 / Z COMPLIANCE DATE: p 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 Vi v 4' � "e e � w Dd . n � c z TOWN OF BARNSTABLE LOCATION`_ p, �U e SEWAGE # 0 0 VILLAGE - _ ASSESSOR'S MAP & LOT _ INSTALLER'S NAME S: PHONE NO.---,.ai`J4iS� SEPTIC TANK CAPACITY lejZ LEACHING FAC'ILITY:(tppe) r�'f (sire) NO. OF BEDROOMS _PRIVATE WELL OR_ �ILIC�WATE _�� BUILDER OR OWNER r iPGr � I'C/e' " j &6 DATE PERMIT ISSUED.:_ DATE COMPLIANCE ISSUED_ VARIANCE GRANTED: Yes i TOWN OF FALMOUTH No. Board of Health _ Dept. of Public Works SEPTAGE PUMPING TICKET Street Address (number) (street) (village) Owner's Name (first) (last) Gallons Pumped Date Pumped Source: ❑ Cesspool ❑ Septic Tank ❑ Grease Trap Reason: ❑ Scheduled Maint. ❑ Unscheduled Maint. ❑ Overflowing ❑ Backing Up into Building I hereby certify that the information contained on this ticket is true and correct to the best of my knowledge and belief,and is made under the penalties of perjury. Signature of Pumper Pumper Company i r; Form 33 �,er.. '��, „� y _ 29 �� � ' i ri � ��.. 4 wJ„ /' /s ',,�+ ` a --- � _ r �: , — � t� � : _ �� � . -� �, f Town of Barnstable T Regulatory Services' Thomas F. Geiler,Director y BAMsT"M o Public Health Division ` Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: L '(Z 13 Sewage Permit# 7'L Z" `7'7Assessor's Map/Parcel Installer& Designer Certification Form Designer: Ge 'c c� ,.}�-'ci, J S Installer: Address: l,� ,�� �/� Address: 3 On was issued a permit to install a (date) (installer) Aso« septic system at/�,�GcJ���y��� - based on a design drawn by (address) /✓�/ �i'�l�' , , dated /Z-- (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. 214�-4- v I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Stripout (if requir ected and the soils )were found satisfac ry. ���zN OF kgs 9 s � o o D R (Installer's Signature) o. 1140 T E��O (Designer's Signature l(Affix Des ig tamp Here) PLEASE RETURN TO ARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BYTHE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. gAoffice formsWesignercertification form.doc r Town of Barnstable Regulatory Services Thomas F. Geiler,Director .ARNgrABMMAS& Public Health Division 639 A`� � Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: Sewage Permit# 6 Assessor's Map/Parcel Installer& Designer Certification Form Designer: lfk QZ Installer: SuxE Address: -�y �a `'`�2 Address- On Z z Z �y�1« 42��d�i_3vas issued a permit to install a (da ) (installer) septic system at /.3 clz)l i;WAA D based on a design drawn by (address) cc zap � zx-a�f dated (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Re Plan revision or certified as-built by designer to follow. Stripout (if requir S Map t d and the soils were found satisfactory. R sy� G 0. »40 nstaIle,sSignature) f G/STE?L 1 S�Nf ARIPN (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO B ISTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. gAoffice fonnsWesignercertification forrriAoc NoalQ I9 s C� r+ r Fee / THE COMMONWEALTH OF MASSACHUSETTS Entered in cr_mputer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppfication for Bisposal *pstem Construction Vermit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No./ 6J/A1Q1J0AvF Owner's Name,Address,and Tel.No. Assessor's Map/Parcel l— 7 6 Ti;y . 1.0 liZ. Installer's Name,Address,and Tel.No../ Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder-t-1 Other Type of Building D�ES�p�yC E No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided $ gpd Plan Date ZL Number of sheets Revision Date Title Size of Septic Tank_J SQL Type of S.A.S. 4/'57vo 691La) pGt Description of Soil �TEE A MAL#Fb ,,1�1AAK 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 and o place the system in operation until a Certificate of Compliance has been issued by this Bo f He Signed DateO/a-7 42,n 0 Application Approved by ` l Date A— ;L- Application Disapproved by Date for the following reasons Permit No. 0) — Date Issued — Z Cf 1r/ i Noln/P- 6 .. �'' _ ' Fee THE COMMONWEALT OF MASSACHUSETTS Entered in computer: : PUBLIC HEALTH DIVISION -TOWN OF Re- NSTABLE, MASSACHUSETTS application for Disposil4pstrm Construction Vertu Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No./3 (,JIQ y/)OA UE Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 7 0 FZ Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. �lr U.ft�!/v� Gv 4713�'U�� W FL L V✓T t /j 55 06- . CFC(lF� 1/& Type of Building: Dwelling No.of Bedrooms S Lot Size sq.ft. Garbage Grinder-(--T Other Type of Building �FS/© �C No.of Persons Showers( ) Cafeteria( ) "Other Fixtures„ Design Flow(min.required) �d gpd Design flow provided �Fi�. gpd Plan Date Number of sheets • Revision Date Title 10, ` y Size of Septic Tank �s`Qr� Type of S.A.S. j "s� �jo� 7-)M y Description of Soil Sri /d mAL/i✓,FD +, Nature of Repairs or Alterations(Answer when applicable) .5- Rol^ 6= 'D - 3o - - S o6 6,q 44-oa) zor y w �c�s c12 �/� 04 k L L ft TC O O N Q— 056 F 7-E 5C/.S�/l(�rr S `Y CA4 P� /TG E Date last inspected: . ''„" �✓ f' 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 and rii to place the system in operation until a Certificate of Compliance has been,issued by this Boa He Vt Signe ' - Date 0 a7 Application Approved by ` Date a�— ��— Application Disapproved by Date for the following reasons Permit No. a 0) 0 Date Issued _ Z THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS ISTO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ' Abandoned( )by. at r3 60/4 VA L3 41/lC p r2- v C t F has been constructed in accordance with the provisi ns tle 5 and for Disposal System Construction Permit No. -oq dated ? 7 ) Installer/ DesignerOG- #bedrooms — Approved design flow o gpd l The issuance of this pe7it shaI mot be construed as a guarantee that the system will fun on s esigned. Date tJ/ fUr/l o— Inspector ---- No. ---�b-U - -�1-'-�:---------'----------------------------------------=---------------------------=-Fee ----/_-5=0=---=---. ... THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE, MASSACHUSETTS Disposal 6pstem Construction permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at �� C J1,61 V0 1/0 G 57 FEZ(//GZ� and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. 4 f Provided:Construction must be completed within three years of the date of this permit-/ Date 7, — �- Approved by ! 4 'Town of Barnstable Barnstable Regulatory Services DepaptmeA ° �"a�1 i BARNS`rABLE, • - _ . MASS. ��s PublicRealth Division X,. YYY x, AjED MPt s, 200 Main Street,Hyannis MA 02601 007 Office: 508-862-4644 { ..Thomas'F' filer,F.Ge Director FAX: 508-790-6304 ','' Thomas A.McKean;CH0 CERTIFIED MAIL #7011-0470'0001 4525 555E January 17,'2012 Judson Breslin 13.4 Wiarino Ave Osterville, MA' 02655 ORDEXTO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE-5 F. The septic system located at 134 Wianno.Ave, Osterville,MA; was last inspected.-on 12/15/2011, by Sean M.Jones,,a certified septic inspector,for the State of Massachusetts. The inspection of the septic system-showed-that the system" Fails"under the guidelines a' # of the 1995 TITLE 5 (310 CMR 15.00) due to the Tollowing: :'rt w o Hydraulic Overload. It is recommended that the tank-'be replaced'with an 1-120 oad bearing tank. You are ordered to repair or replace the septic system within sixty.(60).days from the date you receive this notification. . Failure to repair/replace the-septic systern with the deadline period will result in future'., enforcement action. PER ORDER OF THE BOARD OF HEALTH as McKean, R.S. CHO w. a Agent of the Board of Health , Q:\SEPTIC\Letters Septic Inspection Failures\Town of BamstaEle.doc... 5 USPS.com®-Track&Confirm https://tools.usps.com/go/T.rackConfinnAction.action English Customer Service USPS Mobile Register/Sign In • Ardlillij VsI s. o Search USPS.com or Track Packages Quick Tools yShip a Package Send Mail Mafiage Your Mail Shop Business.Solutiohg Track & Confirm You entered:70110470000145255556 Status:Delivered Your item was delivered at 10:58 am on January 06,2012 in MARSTONS MILLS,'MA - 02648.Additional information for this item is stored in files offline. 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Print a Label y:,Ilh Postage s ALail Service Updates, Inspector GeneralI No FEAR Act EEO Data r Customer Service) Forms 8 Publirations r : Postal Exliiorer i - Site Index; Careers Copyright52012 USPS.All Rights Reserved. ,. s. iG https:Htools.usps.com/go/TrackConfirmAction.actiori .3/13/2012 i Barnstable Town of Barnstable pp SNE Regulatory Services Department M"aC j i I BARMWABLE� - ... m. . eau. m 1639• Public Health Division �� ,. .200 Main St=eet; Hyannis MIA 02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL # 7011 0470 0001 4525;.5556, January 17, 2012 Judson Breslin es n 134 i W anno Ave r Osterville, MA 02655 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at 134 Wianno Ave, Osterville, MA, was last inspected on 12/15/2011, by Sean M. Jones, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system" Fails" under the guidelines of the 1995 TITLE 5 (31O'CMR 15.00) due to the following: o Hydraulic Overload. It is recommended that the tank be replaced with an H2O load bearing tank. . You are ordered to repair.or replace the septic system within sixty (6-0) days from the . date you receive this notification. Failure to repair/replace the septic system with the deadlineperiod will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH eZas McKean, R.S. CHO Agent of the Board of Health , - i :\SEPTIC\Letter e Q s Septic Inspection Failures\Town of Barnstable:doc , Health Master Detail http://issg12/intranet/healthMaster/HealthMasterDetail.aspx?ID=141007 iHea_Ith Master Logged In As: TOwN\flynnj Health Master- `Detail - Monday,march 5 2012 • Application Center Paicel Lookup Selection;ltems Reports z, Parcel Septic Perc Well Fuel Tanks - - - Parcel: 141-007 Location: 134 WIANNO AVENUE,OSTERVILLE Owner: BRESLIN,JUDSO N - - - Septic 1 sNew l Permit number: _ Permit-type: Select type : complete system: r fi Issue date :F— Complete date Septic tank size: F— Type/Size of SAS: a - . tIII Installer: I Select Installer �- Card on file. F- > 1 I/A service type: Select service - Innovative/Alternative Technology type: SelectJA type {� Variance date :� !Abandon complete date : Abandon permit number: F r + Repair notification date 412/15/2Q Ke word:Repair deadline date : 2/15/2012 1 „ I P � P ,� :1 Y ,.+ . lComments: t:r' Delete Septic _Created for.septic inspection - 5 i Inspection 12/15/2011 Inspection 3/20/1998+ New Inspection Number Inspection Date Inspector Result 6991 12/15/2011}i1 Jones,Sean F(Fail) ' - iThe following condition(s)are occurring: ` F discharge or ponding of effluent to the surface of the ground a it I— pumping more than 4 times during the last year NOT due to clogged or obstructed pipe II f backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool ljt I— static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool' l. r any portion of the SAS,cesspool,or privy below high groundwater elevation t I any portion of the cesspool within a Zone 1 to a public well E f an portion of a cesspool within 50 feet of a private water supply well with no acce table water quality analysis Y P P P PP Y � P q Y Y Yt' Received iv DateComments • 1 1/11/2012 Liquid Depth in cesspool is less the 6'below invert or available volume Is let Delete Inspection Ina Save Septic Changes I Return to Lookup _ — n http://issgl2/intranet/healthMaster/HealthMasterDetail.aspx?ID=141007 , . 3/5/2012.. Town of Barnstable P# Department of Health,Safety,and Environmental Services 'N"b''�. Public H4 e*1d'DiviShDn Date 367 Main Street,Hyannis MA 02601 •x ZBAPJAWAiiiiaKAM Mtct'' Date Scheduled_ Z �1 z ` Time /.1 C>`a7� `Fee'Pd. b> Soil Suitability Assessment for Sewage Ds oral r Perforrnea By ,. -Gr' :C Cv i - `+• " s �' Witnessed By. ''"�, f19.:�. # ' > ,,. LOCATIt)le1& GENMA.L INT'ORMA TION Location Addressra.,Owners Na�me/_�� X • , �3T1�>�`�(J nJ o Burs - � Address Assessor's Map/Parcel:%y�� i Engineer's Name aa; NEW CONSTRUCTION REPAIR t Telephone# 7 O' Land Use .¢e_ Slopes Surface Stones., , Distances from: Open Water Body 1> ZOu R Possible Wet Area ft *Drinking Water Well� a^ g," t Drainage Way ' _. g y�� R �.PropertyLine �.� �ft Other - R: SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands•n proximity to holes) * r . . , . Al tea` 14 ' ` ` `j:A.fay ~l -_`. .. f - .ram,v , {j�, �,. + -. •�f Parent material(geologic)7�C4A Depth to Bedrock �Jy� s Depth to Groundwater: Standing Water in Hole: d� 'F Weeping from Pit Face ��/� J a Estimated Seasonal High Groundwater i - JUT El NAMN-A SEA`SWI ALIOGW'�A�f Method Used: } Depth Observed standing in obs.hole: in. Depth to soil mottles :C � in. Depth to weeping from side of obs.hole: in. . Groundwater Adjustment R• Index Well# Reading Date:_ Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST uti r • '' .T►tne'. _ r Observation Hole# ,_. . .:.. t.,. .` . x--... •.r � i+4 } a t ...,' -�.. Time 8t S1 t . . Depth of PercTime at 6„ + L, ^; w; •, a = a �. Start Pre-soak Time Q Time(9"6") r* r •a'.' - .i End Pre-soak Rate Min./inch Site Suitability Assessment: Site Passed Site,Failed Additional.Testing Needed(Y!N) Original: Public Health Division Observation Hole Data To Be Completed on Back' Copy: Applicant DEEP OBSERVATION HALE LOG Dole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes, % I.orp Z DEEP OBSERVATION HOLE L:OG >Hole�#_ , I?epth'from I Soil-Horizon Soil Texture Soil Color Soil Other r _,. _ "Munsell, Mculing - (Struct-re,Stones,Boulderes. Surface(in j (USDA), ) Consistcnc 2-� � DEEP OBSERVATION HOLE LOG Hole# A7 Depth from Soil Horizon Soil Texture Soil Color Soil Other P e Boulderes. Mo ttlin (Structure,Stones,unsell g Surface(in.) (USDA) (M ) % DEEP OBSERVATIONHOLE.LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency-% 49 L, 4. Flood Insurance Rate MI-32: Above 500 year flood boundary No- Yes Within Sid year boundary No Yes Within 100 year flood boundary No. . Yes " o Depth of Naturakly 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? Y-1-57�e - If not,what is the depth of naturally occurring pervious material? �rtilication I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmenta section and that the above analysis was performed by me consistent with the required training,ex�. e�and ex rience described in 3101CMR 15.017. , Signature Date/,;�-'-5 I�L Town of Barnstable I'# J s� Department of Health,Safety,and Environmental Services Public Health Division Date Via ' 1 .367 Main Street,I lyannis MA 02601 = BARMAe!$ % L,/(/ MAB& I f610 P Time Date Scheduled C 4FeePd. �"" - -: Soil Suitability Assessment for Sewage Disposal tk Performed By: Witnessed B- y � - ,; LOCATION &,GENERAL'INPOR1VtA`1'tON Location Address Owner's Na e.' f1l9JZTZ G r / %ff/V i1JZ5 Address /?1f1N 59 Assessor's Map/Parcel: Engineer's Name �:tJ eG oe NEW CONSTRUCTION [/ REPAIR . Telephone# Land Use ��S�DG- 17%/.� L Slopes(%) ^" Surface St r e_s Distances from: Open Water Body 7 Zoe ' ft Possible.Wet Area.,-, ft . Drinking Water Well"»,_ Drainage Way ' ft Property Line 7/O ft'` Other ft , SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests.,locate wetlands in proximity to holes) ' t Parent material(geologic)� ����!' ' Depth to Bedrock Depth to Groundwater: Standing Water in Hole: A Weeping from Pit Face 'y Estimated Seasonal High Groundwater -F.DETEyYi1 NA ION�'( kSEASONAL•i�IM WAT'E 'I Ot Method Used: 7 Depth Observed standing in obs.hole: in. Depth to soil mottles: . in. in. Gr oundwater Adjustment w R. De pth th to weeping from side of obs.hole:, J p p g IJ Index Well#_ Reading Date:t" Index Well level Adj.factor Adj,Groundwater Level PERCOLATION TEST _DAte Observation Hole# / t '2'. Time at V IW- 4 s4. Depth of Perc ^�Z i Time'at 6" Start Pre-soak Time @ ,Time(9"-6') End Pre-soak �a Y Rate Min./inch Site Suitability Assessment: Site Passed- Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division , Observation Hole Data To Be Completed on tack' Copy: Applicant t f DEEP OBSERVATION HOLE LOG Hole.# / ,F Depth from Soil Horizon Soil Texture Soil Color Soil Other 's Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones Boulderes. c ot YA + ..; r i t w •b �i -, Depth from I Soil Horizon Soil Texture ( Soil Color i Soil Other Surface(in.) (USDA) I Nunsell) 'Mcttling (Structure,Ston Boulderes. N. Ao y/z L p. 6 z ,l 1 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color •soil ' Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones Boulderes. Gravel). -i'.• , :. . x!Y le# DEEP, OBSERVATION HOLE LOG Depth from Soil Horizon , Soil Texture Soil Color Soil;'fir Othc� Surface(in.) Y. 4 i (USDA) (Munsell) ;Mottling (Structure,Stoo es;i�o�ilderes. Consi ��� f-s �i �d�f1 J Z s+ R Flood Insurance Rate Mau = x" F *; E fi,,i s . > nil,, �'.� '• s t. t` Above 500 year flood boundary! No Yes l „ rife Within 500 year boundary %';, No-, Yes Within 100 year flood boundary, No,. Yes ?`MIA '•,-Mr a tsf�r Depth of Naturally Occurring.Pervious Material hl� �. i Does at least four feet of naturally occurring pervious material exiit in all areas observed throughout the area proposed for the soil absorption system? T. If not,what is the depth of naturally occurring pervious material? f rt t nCv Certification I certify that on ;,(date);I have passed the soil evaluator ezam,ination approved by`tl%e Department of Environmental Protection,and that the above analysis was performed by in consistent with the required training,expertise and experience described in 310 CMR:I S 0 7 Signature Date .Y. : - — — Town of Barnstable Barnstable °F trt�toyti Regulatory Services Department �"a�P BARN' BLEB ' .. . m .. i. 9� s Public Health Division a F- 039. 200 Main Street, Hyannis;MA 02601 ?oo� Office: 508-862-4644 Thomas F.Geiler,:Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL # 7011 0470 0001 4525 5556 January 17, 2012 Judson Breslin 134 Wianno Ave Osterville, MA'02655 ORDER TO COMPLY WITH STATE ENVIRONMENTAL;CODE, TITLE 5 The septic system located at 134 Wianno Ave, Osterville, MA, was last inspected on 12/15/2011, by Sean M. Jones, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system" Fails"under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due to the following: • Hydraulic Overload: X It is recommended that the tank be replaced with an H2O.16ad bearing tank. • •n ix ` days from the You are ordered to repair or re lace'the septic stem within s 60 p p p Y sixty.O Y date you receive this notification: Failure to repair/replace the septic system with the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH as McKean, R.S. CHO Agent of the Board of Health Q:\SEPTIC\Letters Septic Inspection Failures\Town of Bamstable.doc i _ � � ��5 � - 42erzam CavX �-a� k �pl� � w i �� I�2C� _ Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 134 Wianno Ave Property Address Breslin Owner Owner's Name information is required for every Osteryille Ma 02655 12/15/2011 page. Cityrrown State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When A. General Information filling out forms on the computer, use only the tab 1. Inspector: (/I key to move your cursor-do not Sean M. Jones use the return Name of Inspector key. . C y e Enterprises � Company Name 153 Commercial St. Company Address Mashpee Ma. 02649 Cityrrown State Zip Code 508-477-8877 SI 4522 Telephone Number License Number I B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and'experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 16.340 of Title 5(310 CMR 15.000).The system: ❑ Passes ❑ Conditionally Passes ® Fails ❑ Needs Further Evaluation by the Local Approving Authority 12/15/2011 8 Inspector's Signature Date , f� The system inspector shall submit a copy of this inspection report to the Appror�� Authoritrr(Boq of Health or DEP)within 30 days of completing'this inspection. If toe system is ared sysgem orn has a design flow of 10,000 gpd or greater, the inspector and the system owners all submit the report to the appropriate regional office of the DEP. The original should be sent tc the systa owl, and copies sent to the buyer, if applicable, and the approving authority. o a ., ***"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. t5ins•11/10 Title 5 Official Inspection Form:Subsurface Disposal System•P ge 1 of 17 �I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 134 Wianno Ave Property Address Breslin Owner Owner's Name information is required for Osterville Ma 02655 12/15/2011 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) i Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ❑ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B) System 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 Health, will pass. Check the box for"yes", "no" or"not determined" (Y, N, ND) for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old* or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts r Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 134 Wianno Ave Property Address Breslin Owner Owner's Name information is required for Osterville Ma 02655 12/15/2011 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ 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 ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which 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 t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 . Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 134 Wianno Ave Property Address Breslin Owner Owner's Name information is required for Osterville Ma 02655 12/15/2011 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 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. I ❑ The 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. ❑ The 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 fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ® ❑ Liquid depth in cesspool is less than 6" below invert or available volume is less than 1h day flow t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 I Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 134 Wianno Ave Property Address Breslin Owner Owner's Name information is required for Osterville Ma 02655 12/15/2011 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ® ❑ The system fails. I have determined that one or more of the above failure criteria 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. For large systems, you must indicate either"yes" or"no" to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area— IWPA)or a mapped Zone II 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 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ;M 134 Wianno Ave Property Address Breslin Owner Owner's Name information is required for Osterville Ma 02655 12/15/2011 every page. Cityrrown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): Number of bedrooms (actual): DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 Commonwealth of Massachusetts F Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 134 Wianno Ave Property Address Breslin Owner Owner's Name information is required for Osterville Ma 02655 12/15/2011 every page. Cityrrown State Zip Code Date of Inspection D. System Information Description: Number of current residents: Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available (last 2 years usage(gpd)): Detail: Sump pump? ❑ Yes ® No Last date of occupancy: current Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �M 134 Wianno Ave Property Address Breslin Owner Owner's Name information is required for Osterville Ma 02655 12/15/2011 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic 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) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 17 Commonwealth of Massachusetts u W Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 134 Wianno Ave Property Address Breslin Owner Owner's Name information is required for Osterville Ma 02655 12/15/2011 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 1988 per town records Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 6 feet Material of construction: ❑ cast iron ® 40 PVC ❑ other(explain): Distance from private water supply well or suction line: 10+ feet Comments (on condition of joints, venting, evidence of leakage, etc.): Joints ok, no leakage, vented through roof Septic Tank (locate on site plan): Depth below grade: 5 feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1000 gallons Sludge depth: t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form } Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 134 Wianno Ave Property Address Breslin Owner Owner's Name information is required for Osterville Ma 02655 12/15/2011 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank (cont.) Distance from top of sludge to bottom of outlet tee or baffle 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 How were dimensions determined? measurements not taken Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tank is located under brick patio, inlet cover is on a riser. Tank is 5' below grade. Grease Trap (locate on site plan): Depth below grade: feet 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: Date t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Fora Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 134 Wianno Ave Property Address Breslin Owner Owner's Name information is required for Osteryille Ma 02655 12/15/2011 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): I i 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 per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): "Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 134 Wianno Ave Property Address Breslin Owner Owner's Name information is required for Osterville Ma 02655 12/15/2011 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box (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.): D-box was not located. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 134 Wianno Ave Property Address Breslin Owner Owner's Name information is required for Osterville Ma 02655 12/15/2011 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ® leaching pits number: 1 ❑ 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 condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): The water level in the leach pit was at the bottom of the inlet invert at the time of inspection resulting in a failing Title V septic inspection Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 I , Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 134 Wianno Ave Property Address Breslin Owner Owner's Name information is required for Osterville Ma 02655 12/15/2011 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cunt.) 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.): t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form _ a SlUbsurface Sewage Disposal System Form -Not for Voluntary Assessments ,M 134 Wianno Ave Property Address Breslin Owner Owners Name information is required for every Osterville Ma 02655 12/15/2011 page. City(rown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view 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. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately - I t ;�-z o _ O L0 6 t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments wM 134 Wianno Ave Property Address Breslin Owner Owner's Name information is required for Osterville Ma 02655 12/15/2011 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers- (attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: Groundwater elevation was not established Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �M 134 Wianno Ave Property Address Breslin Owner Owner's Name information is required for Osterville Ma 02655 12/15/2011 every page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ® System Information— Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 ,. rr DATE:-3/20198--_- 6 6 ') PROPERTY ADDRESS:--134 Wianno Ave --------------------- Osterville,Mass . ------------------------ 02655 ------------------------ On the above date, I inspected the septic system at the above ad resd s'�-, This system consists of the following: 1 . 1 -1000 gallon septic tank. 2 . 1 -Distribution box. 3 . 1 -1000 gallon precast leaching pit. APR 9 1998 . Based on my inspection, I certify the following condition's: 4 . This is a title five septic system. ( 78 Code 5 . The septic system is in proper working B -�j ,- order at the present time. 6 . The Leaching pit is 4 ' below grade. The cover should be raised for service access . SIGNATUR Name: J. P. Macomber Jr. ---------------------- Company:�oseeh Pam_ Mgcomber _.� Son, Inc. Address:—_BQx Ek_____—______ --ant-erY-U-1-e, aa -n632-0066 Phone: 508-775-3338 --------------------- THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTY OR WARRANTY JOSEPH P. MACOMBER & SON, INC. Tan ks-Cesspools-LeachfIelds Pumped & Installed Town Sewer Connections P.O. Box 66 Centerville, MA 02632-0066 775-3338 775-6412 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617.292.5500 WILLIANI F WELD TRUD) C Govcmor Sc; ARGEO PAUL CELLUCCI DAVID S STF Lt.Govcmor SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM Commis PART A CERTIFICATION Property Address: 134 Wianno Ave Osterville,MA Address of Owner: Date of Inspection: 3/2 0/9 8 (If different) Name of Inspector: ber Jr. I am a DEP a proved syst m inspector ursuant to Section 15.340 of Title 5 (310 CMR 15.000) Company Name: J.P P.Macomber & St3n Inc. Mailing Address: BOX bb Centerv!lie,Mass. 32 Telephone Number: 508-775-3338 CERTIFICATION STATEMENT I cenify that I have personally inspected the sewage disposal system at this address and that the information reported below is vue, accur� and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper iunction an. maintenance of on-site sewage disposal systems. The system: asses _ Conditionally Passes Needs Further Evaluation By the Local Approving Authority _ Fails z, Inspector's SignatuZ2,,IWlsubmit ' Date: The System Inspect a copy of this inspection report to the Approving Authority within thirty (30) days of completing tn�s inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system shall subrr the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the sNsiem ow and copies sent to the buyer, if applicable, and the approving authority. INSPECTION SUMMARY: Check A, 8, C, or D: A) SYSTEM PASSES: I have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CmR 1 5.3C Any failure criteria not evaluated are indicated below. COMMENTS: B) SYSTEM CONDITIONALLY PASSES: One or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system, ut: completion of the replacement or repair, as approved by the Board of Health, will pass. Indicate yes no or not determined (Y, N, or ND). Describe basis of determination in all instances. If "not determined', exala�n. ..hy not The septic tank is metal, unless the owner or operator has provided the system inspector with a copy of a Certificate of Compliance (attached) indicating that the tank was installed within twenty (20) years prior to the date of the inspect,on. the septic tank, whether or not metal, is cracked, structurally unsound, shows substantial infiltration or exfiltration. or tj. failure is imminent. The system will pass inspection if the existing septic tank is replaced with a conforming septic tank as approved by the Board of Health. (nevi&*d 04/25/97) P&go 1 of 10 DEP on the World Wtde Web: http:uwww.mapnet.state.ma.u sloe p Printed on Recycied Paper I � SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property address: 134 Wianno Ave Osterville,Mass. Owner: Harold Flemming Date of Inspection: 3/20/98 BJ SYSTEM CONDITIONALLY PASSES (continued) Alb Sewage backup or breakout w high static water level observed in the distribution box is due to broken or oos'_c-.ec pipets) or due to a broken, settled or uneven distribution box. The system will pass inspection if (wi(h approval c! !ne Board of Health). Describe observations: broken pipe(s) are replaced obstruction is removed distribution box is levelled or replaced The system required pumping more than four times a year due to broken or obstructed pipe(s)_ The system —,It ;,a;s inspection if(with approval of the Board of Health): broken pipets) are replaced obstruction is removed C) FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: V10 Conditions exist which require funher evaluation by the Board of Health in order to determine if the system is faring ;o pru(ec' the public health, safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING IN A n ANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: 3 d2j') Cesspool or p�y is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. y Z) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER, IF APPROPRIATE) DETERWNES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: The"system has a septic lank and soil absorption system (SAS) and the SAS is within 100 feet to a surface »ate, s:;.oi, or tributary to a surface water supply. The system has a septic tank and soil absorption system and the SAS is within a Zone I of a publ c water vuppl. rl The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private waters The system has a septic tank and soil absorption system and the SAS is less than 100 feet but SO feet or more irom a private water supply well, unless a well water analysis for coliform bacteria and volatile organic compounds incica.es that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen s to o, less than 5 ppm. Method used to determine distance ;tlV� (approximation not valid). 3) OTHER (revised 04/15/17) F&g* 2 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 134 Wianno Ave Osterville,Mass . Owner: Harold Flemming Date of Inspection: 3/20/98 D) SYSTEM FAILS: You must indicate et;•.er "Yes" or "No" as to each of the following: V I have determined that the system violates one or more of the following failure criteria as defined to 310 CMR 15.303 Tne bans for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. Yes No _ -l_t// Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. Y Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged S.-\S or cesspool. / Static liquid level d;�tri uti6n box above outlet invert due to an overloaded�or clogged SAS or cesspool Liquid depth in eesspeeI is less than 6" below inven or available volume is less than 1/2 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(o. Number of times pumped D I r privy is below the high groundwater elevation. Any portion of the Soil Absorption System, cesspool o p vY g Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supo � Any portion of a cesspool or privy is within a Zone I of a public well. Any portion of a cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no ..acceptable water quality analysis. If the well has been analyzed to be acceptable, attach copy of well water anaiysls for coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. El LARGE SYSTEM FAILS: You must indicate either "Yes" or "No" as to each of the following: The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10,000 gpd or greater (large System) and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: Yes No water_ � the system is within 400 feet of a surface drinking ate supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area • IWPA) or a mapped Zone i, of a public water supply well) The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment prcgram requirements of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for further information (revised 04/]5/97) Page 3 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 134 Wianno Ave Osterville,Mass. Owner: Harold Flemming Date of Inspection: 3/2 0/9 8 Check if the following have been done: You must indicate either "Yes" or "No" as to each of the following: Yes No Pumping information was provided by the owner, occupant, or Board of Health. None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. As built plans have been obtained and examined. Note if they are not available with N/A. _ The facility or dwelling was inspected for signs of sewage back-up. The system does not receive non-sanitary or industrial waste flow. Z _ The site was inspected for signs of breakout. _ All system components,-Wr Iuding the Soil Absorption System, have been located on the site. _ The septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge, depth of scum. The size and location of the Soil Absorption System on the site has been determined based on: The facility owner (and occupants, if djfferent from owner) were provided with information on the proper maintenance of / Sub-Surface Disposal System. Y Existing information. Ex. Plan at 3.0.H. _ Determined in the field (if any of the failure criteria related to Part C is at issue, approximation of distance is unacceptable) (15.302(3)(b)) (evicted 04/25/97) Pap. 4 of 10 I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 134 Wianno Ave Osterville,Mass. Owner: Harold Flemming Date of Inspection 3/2 0/9 8 FLOW CONDITIONS RESIDENTIAL: Design flow:.,.. lo­z.P.d./bedroom for S.A.S. Number of bedrooms:4 Number of current residents: Garbage grinder (yes or no):,&ff Laundry connected to syst m (yes or no):ye' Seasonal use (yes or no): ,l Q Water meter readings, if available (last two (2) year usage (gpd): /9�� ���iL�'��) o. �� ����✓, fe�+ Sump Pump (yes or no):40 194j L �Q� /¢ dU"r ;(j/ 5 I-W, tg�0lY.rll�ifh �jrdTP_..�, t S ��d c�.vir Last date of occupancy:P n': COMMERCIAUINDUSTRIAL: Type of establishment: A/A Design flow: 41,4.gallons/day Grease trap present: (yes or no),dLQ Industrial Waste Holding Tank present: (yes or no) Non-sanitary waste discharged to the Title S system: (yes or no)A�f Water meter readings, if available: 41,4 Last date of occupancy: OTHER: (Describe) Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and sourcSe of information: T.s3v�li.�r3I,12. System pumped as part of inspection: (yes or no),,(jj, If yes, volume pumped: &[ # gallons Reason for pumping: TYPE OF YSTEM Septic tank/distribution box/soil absorption system ,te Single cesspool —V Overflow cesspool A,)jL Privy ,i),!P Shared system (yes or no) (if yes, attach previous inspection records, if any) ,6�4 VA Technology etc. Copy of up to date contract? Other ." APPROXIMATE AGE of all components, date installed {if known) and source of information: Sewage odors detected when arriving at the site: (yes or no)XId (revised 04/25/97) Page 5 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 134 Wianno Ave Osterville,Mass . Owner: Harold Flemming Date of Inspection: 3/2 0/9 8 BUILDING SEWER: (Locate on site plan) Depth below grade:L Material of construction: 0Zcast iron �0 PVC _other (explain) Distance from private water supply well or suction line Diameter �_ Comr�r nts: (condition of joints, vend , evidence of le aka e, etc.) — SEPTIC TANK:ZZWVj4'�/ Vl; (locate on site plan) Depth below grade:-` 'concrete — — — Material of construction: metal Fiberglass Polyethylene —other(explain) If tank is metal, list age,lL Is age confirmed by Cenificate of Compliance.[/_(Yes/No) Dimensions: Sludge depth: Distance from ,o ffslluddge to bonom of outlet tee or baffle: �j _ Scum thickness:�' �— Distance from top of scum to top of outlet tee or baffle: m Distance from bono of scum to bottom of outlet tee r baffle: /�Ce How dimensions were determined: Comments: (recommendation for pumping, cond'tipp of inlet and outlet tees or baffles, depth of liquid Leve in relation to outlet nven, structural integtiry, evidence of leakage, etc.) GREASE TRAP:t:f—�e— (locate on site plan) Depth below grade: Material of construction: concrete44metal44iberglass4._) PolyethyleneV•other(explain) A14 Dimensions: I&A Scum thickness:_&,,.4 Distance from top of scum to top of outlet tee or baffle:,dH Distance from bonom of scum to bottom of outlet tee or baffle:�tJ� Date of last pumping: I&N Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet inven, structural integrity, evidence of leakage, etc.( I (revised 04/25/97) ➢ay• 6 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFOR&IATION (continued) Properly Address: 134 Wianno Ave Osterville,Mass. O"ner: Harold Flemming Date of inspection:3/20/98 TIGHT OR HOLDING TANK:�J_e4Tank must be pumped prior to, or at time, of inspection) (locate on site plan) Depth below grade: ,old Material of construct ion;.e concreteA/A meta LVAFiberglass4.44 Polyethylene,fdother(explain) V,4 Dimensions: AM Capacity gallons Design f1c) gallons/day Alarm level Alarm in working orde�, /A Yes;ItA Nu Date of previous pumping: W A Comments (condition of inlet tee, condition of alarm and float switches, etc I zole DISTRIBUTION BOX: Oocate on s-,e plan) Depth c 1•ci,d level above outlet invert Commer:s to to Ai e%el anX distribution is equal, evidence of solids carryover, evidence of leakage into or out of box, etc.) PUMP CHAMBER✓2%� (locate on site plan) Pumps r -orkrng order: (Yes or No) y� Alarms n sorking order (Yes or No):i Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.) (r.V�I.G ��/2S/971 P.g• 7 of 10 I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 134 Wianno Ave Osterville,mass . Owner: Harold Flemming Date of Inspection: 3/2 0/9 8 nn SOIL ABSORPTION SYSTEM (SAS):Zda&,�.a �J'8C�'�tJ� lit: clttiv� j: (locate on site plan, if possible; excavation not required, but may be approximated by non-intrusive methods) If not determined to be present, explain: Type. � leaching pits, number:_ leaching chambers, number: d leaching galleries, number:, leaching trenches, number,length:_ leaching fields, number, dime ions: overflow cesspool, number: Alternative system: Name of Technology: i B Comments: (note condition of soil, signs of hydraulic failure, level of on ding, condition of ve et Lion, etc.) CESSPOOLS: (locate on site plan) Number and configuration: 4W r Depth-top of liquid to,inlet invert:_4L4 Depth of solids layer: A14 Depth of scum layer: ,4J/4 Dimensions of cesspool: Materials of construction: Indication of groundwater: inflow (cess of must be umped part of ins ection) � �d�jr./ 6e 7- -Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) P RI VY:,6,(�t1 (locate on site plan) Materials of construction: ,C/'i� Dimensions: ib1A Depth of solids: WiI Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) (zevlaed 04/25/97) Page U of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Properly Address: 1 34 Wianno Ave Ostervi11e,Mass . Owner: Harold Flemming Date of InspectionS/20/98 SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locate all wells within 100' (Locate where public water supply comes into house) In��15p "ate/)OUtt�r:� 4 o � 1 1 � 4 � I Q (z.v1..0 04/25/97) P.y• 9 of 10 SUBSURFACE SEWAGE DISP:. t SYSTEM INSPECTION FORM I C SYSTEM INFOI;•.. ;ION (continued) Property Address: 1 34 Wianno Ave Osterville,Mass. Owner; Harold Flemming Date of In 3/20/98 Depth to Groundwater ,&Feet Please indicate all the methods used to determine High Groundwater EIL a:ion: Obtained from Design Plans on record Observation of Site (Abutting prope bservation hole, basenxnt simp etc.) Determine it from local conditions Check with local Board of health Check FEMA Maps Check pumping records heck local excavators, installers Use USGS Data Describe in your own words how you established the High Grouncf-/,rer E levation. Must be completed) Used water contours Map. Gahrety & Miller Model 12/16/94 (zwl..d 04/25/J17) P&S• loot 10 `+•.mar+.-nrs---�- 'n.-rtn•n.s•rrs�rn rerrrrr��.'T:�vn:mr*Rm*+mni+nv�rrs.ms � .. TOWN OF Barnstable BOARD OF HEALTH SUIISURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM - PART D .- CERTIFICATION `— �.•.T.•t�r••••.:.—T.tIT.�.�T1.4'IT:e.1'R.TSiT1Tl6T1f TT�R'rt7T"tVTT.'t!'R111r 1�RR�RR R."!9R•'niTTTI4rf T1tnTSTT'Tr.tv�TTrnr,:�.rrr r � +..� -TYPE OR PRINT CLEARLY- PROPERTY INSPECTED STREET ADDRESS 134 Wianno Ave Osterville,Mass. ASSESSORS MAP , BLOCK AND PARCEL # OWNER' s NAME Harold Flemming PART D - CERTIFICATION 1 NAME OF INSPECTOR Joseph P.Macomber Jr. COMPANY NAME J.P.Macomber & Smrl 'Inc. COMPANY ADDRESS Box 66 Centerville,Mass. 02632 Strvvt Town or City State IIP COMPANY TELEPHONE ( 508 ) 775 - 3338 FAX ( 508 1 790 -1578 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage dispos�7 system at this address and that the information reported is true , accurate , and complete as of the time of .inspection . The inspection was performed and any recommendations regarding upgrade„ maintenance , and repair are consistent with my training and experience in the proper function and maintenance of on- site sewage disposal systems . Check one : stea�yi PASSED The inspection which I have conducted has not found any information which indicates that the system fails to adequately protect public health or the environment as defined in 310 CMR 15 - 303 . Any failur-e criteria not evaluated are as stated in the FAILURE CRITERIA section of this form. System FAILED* The inspection which I have con tIcted has found that the system fails to Protect the j-)ublic health and the environment in accordance with Title 5 , 310 CMR 15 , 303 , and as specifically noted on PART C - FAILURE CRITERIA of this inspection f rm . Inspector Signature Date ti One copy of this certification must be provided to the OWNER, the BUYER ( where applicable ) and the BOARD OF 11RAL1'11. * If the inspection FAILED, the owner or"" parator shall upgrade he ayEte within one year of the date of the inspection , unless allowwedortrequiredm otherwise as provided in 3.10 CMR 16 . 305 . partd . doc ti P7 S bkv THE COMMONWEALTH OF MA.SSA.CfrUSETTS DEP OF ENVIR0NMMNTAJL PROTE CTXON BE IT KNOWN THAT Joseph P. Macomber, Jr. Has satisfied the Department's qualifications as required and is hereby authorized to use the title CERT { � D TITLES SYSTEM INSPECTOR as provided in 310 CMR 1 4 p S.3 0 and Section 13 of Chapter 21A of the General Laws . Issued by Tlie Department of Environmental Protection. 7 _._-_7_r7�rl_-I. / J nc }{ I) rCl lUl u( Ilrc OS un u( \VlIcr i'olkition Control � t Ilk ii- �S- No. .........�---- Fs$.............................. r, THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH o....1 i ............ ...OF... ./ �2,� `v.1 .' .,t..----------•----------......_..._ Applira#ion for Uh4paii al Works Toup a rtion Pumit P�,2Fa� Application is hereby made for a Permit to Construct ( ) or Repai (�) an Individual Sewage Disposal System at: 4cation-Address r I of Nay /�'f_'v!l�>.._._l. l._ % !.�i� ...-...............................................� �" .. ✓7Ctry1� _� ............ ........•-----.....--------- Owner w •---• eze;?, ?r��J�bS.l......................:. 3/i�?k Address A ............................... Installer Address Type of Building Size Lot-_- : ��___! -_ U Dwelling—No. of Bedro .................................................•__.._.._Expansion Attic ( � Garbage Grinder Uj Other—T e of Building No. of persons............................ Showers a YP g --•------------------------- P ( ) — Cafeteria ( ) QOther fixtures -------------------------------------------------•----•------------••------•-•-••----------••----••••-•••---•---•---•--••••••---...-•-------------••• W Design Flow...........Jr�......................gallons per person per day. Total dail flow......3&_0......................gallons. 04 Septic Tank—Liquid capacityl=gallons Length&-(p... Width.4.- _.. Diameter---------------- Dept115-�=_&.... W Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area..------------------sq. ft. Seepage Pit NO.....I------------- Diameter....15.......... Depth below inlet............... Total leaching area.�Q....sq. fc. z Other Distribution box (Y, 5 Dosing tank �i q> Percolation Test Results Performed by.......................................................................... Date........................................ . W a Test Pit No. 1..._------------minutes per inch Depth of Test Pit.................... Depth to ground water-.--_.----_-___----_--.. Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-.---__---_____--_--_--- 0 Description of Soil......v WA.L—LaLC-Ra- 4----. i?._IT S v z`� Q __ .�,L ..__6 T..T7t�A1 �' iy!?S' c, ' `�c Jlu------•---- W UNature of Repairs or Alterations—Answer when applicable.---------------------------------------------------------------------------------------••_•-__. -----------------------------------------------------------------------•-----------------...-•-•-•------------------------------------------------------------------------------------.........--••-•-• Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of 1 i 1`. , p 5 of the State Sanitary Code—The unders' ned ' rther agrees not to place the system in operation until a Certificate of Compliance has b n is y the b d iealth. lh.Qt,S .-- - -- ---•--------------------- -------••-•-------•--- t�APPlication Approved By.. igne - ' ........................... eDat Application Disapproved for the followiasons-......................................•--------•-----------•---------------•--------------.................... -------•-•..............•--...-•--•-----••------............-•------ •--•••---•••-••--•------- ---------- -- --------------------•------- �j� ��p� Date Permit No.....Q..Q_..:�......h ---------•--•-----------• Issued.------!1 l d•-- ------------ Dst 7 No...............�-... F�$.............�........... THE COMMONWEALTH OF MASSACHUSETTS _ BOAR® OF HEALTH O\r... ...Sl....................OF.... -1J 21�. _1 .1 .......... Apptiration for Bispuiital Works Toustrurtion jJrrmit Application is hereby made for a Permit to Construct (- ) or Repai (:K) an Individual Sewage Disposal System at: ...�3. �ti� lei.i�i 1 .4�...A:�----- 5 niZ 1 (_L CJ _. ---- Location-Address or Lot No. .....................•................................----•----•--.............................. ---...-----••----•--...-•--...........-----....-•---------...-----...---.....-----------------•-•- Owner Address W Installer Address dType of Building Size Lot..-.... j Dwelling—No. of Bedro ...........................................................Expansion Attic (��j Garbage Grinder `4 Other—Type e of Building No. of persons............................ Showers — ., YP g ---•--•-------------•------- P ( ) Cafeteria ( ) Otherfixtures --------•----------------------------------•-•--•-----.--------•---------------------.....--------------•--•---•--•---------------••-•---•........•••. Design Flow............ ............................ allons er erson er da Total dail flow.._.__. 4 gg P P P Y Y . ......-•---------------dons. x Septic Tank—Liquid capacity_). gallons Length.e>-.(a_.. Width.. --E?.. Diameter________________ Depth:) Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No....... Diameter.... ----------- Depth below inlet....!!-............ Total leaching area.Z. C-)...sq. ft. Z Other Distribution box (Y4:�> Dosing tank (Q P Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water_._.--_-__-__-_________- G14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-_______-_-•--__-____. a D Description of Soil----- � � Or�A N.�c,u�T1 tc?T ...�`t .2` 5 �: � �. ._'._F!�lC !_±.-�. !1. _ _. V ��l 1•L_i,.�l_ (Z1...�I Sl�_I T'71 i cam(-` Q j._..5�l.l.� •I1 ��d1 .C)----1.L1? `�kS� t_l_l.S.?.3�2 W UNature of Repairs or Alterations—Answer when applicable______________________________________________•--_______________-___---__••-----_•_•_.----•-_-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIT`.;a. p of the State Sanitary Code—The undersi tied rtl er agrees not to place the system in operation until a Certificate of Compliance has b en is 4y the b d ealth. Signe ........ - -• ..f--- -�_ _, �-�- --•---•---•------------ --------- - -- ----•-••-----�•�-:. --�- to Application Approved By._wi', �_ :.l '„•, �- :' ......_..__ �� rti Application Disapproved for the f ollowilcg reasons:----•---•-----•------------••--------------------------------•-----------------•-----------------------•-_------ ---••-••••••-••-•--••--••............•••--•-••••---•••----•••--•--•••-•••--•---••-•--.........•----•-•----•••-•-•--•----••-•-••••••-•••-•••-••-••------•-•-••••-•••-•.-•-•--••••---••-•-••••--••-•----- r� Date Permit No. 1�'`f Issued ,1 / Dst THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .......1..1.r..z,!r i.................OF.............:.... ..,..k:...� ... .fj:: ........................... CIrdifiratr of Tontlifiatta THIS IS TO�CIERTIFY,tJTI�at tV Individual Sewage Disposal System constructed ( ) or Repaired by--------------- ----` ---....... l/ 61 I'% � nstalier at....... !._.-?! r_f!._ .:fr..r: �! !�={ C�T f ---------------------------------------------------------- has been installed in accordance with the p visions of TITIE 5.of The State Sanitary Code As des ribed in the application for Disposal Works Construction Permit No........ pfE ...................... dated------ /. . -�j..___.._......... LL THE ISSUANCE OF THIS CERTIFICATE SHA NOT CONSTRUED AS A GU RA EE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE...................�L.:.. :_ .................................... Inspector.................. .................................................. THE COMMONWEALTH OF MASSACHUSETTS BOAR F HEALTH �!� ./ ....................OF........... .,�, . �!.:?.(.�! �.np NO.�S�.:.._7 O/ • FEt...7-. ............. Disposal 10orkii � ty irttr�tialtt rrmii Permission is hereby granted �.:.._..:� E�-------------------------------------------------------------------------- to Construct ( ) or Repair ( ) an IAiviiia al Sewage Disposal System atNo..---- l ------•• O_ /�.-- •=----• �- '� -- -----------•------••---•------------•------------------------------••------ f � fj�!("r`. r,,�'�._�...,__p >}_� /_____._.__ �.. -._..•- _..Street as shown on the application for Disposal Works Construction ,Permit No......_v_. ...... Dated........ ..:_... ���( Board of Health DATE ...............................................................` FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS 1-"516 KI ATA, E Pis-7o5pL-P r--r u t,F- i WrTH i' czws44c-E7 5,rz?z WA,1- - AZEk C=?'D �RGA. SbbF OVA,.e-rlr<- 60 t p e t 0 KTER SULLIVAN 330 6r?-D No. 29733 '?ION It- T6 7q F QP ST, o o )ODD ox g6.o EF"LL- 9G.2 INS/ NY INV H IT M\4 WITH IOF a, 1/1 C. F—L 69,A LOCATIDN: 8 AS`Ao-�F-V T2A-1 E. -PLAu 7:LlkK-1 IS NOT li3lkt"Ep ONAM INSTRUMENT :SUP\\/EY /\HD 1 HE: OFFSETS 5HOWN 5Hl)aLD lqe:>T ­3 F r - USED 77D E-STN13LISH Lri-r LINES. JAGeT 2�z 7 a �5 0 p! 1 FIU.t� V.,t(T}� CLEAhJ � b ,Ov; 'F:'- '•�- _ � +"« 70PyH a 1 a to i co t U tJt�!VAN r v Irl i! No. J v, 1 Q� L° ., `� 9 ,8$ i — � sc.�LEe i =qp � .1 `� 5/2/2,2 943 AM OAY ,p�tn �� a_O fVN�r ouNp pU�� O � op'6 pad 5 D g s rho xm Io Us rn Tu �g � m D rn C Z D �•€ RIB 7x6 RED GEDAR •�' pN m0 YJISi5B16'Oc, NIIJsz rn 3 N I (3)2xlo oR u. LVL M „ to "0 _ I - 1 I �r gOmS Z�� D rn - ,( _ �YB CLG..G15i5 FA RAF R5 10 Z �gO,R ❑(11? �� T I I I O I W u =a - z t 131 7xB HEADER R zx u 5t9 €? g _ 4 €Ia $e oo€ Io ,pelp € 716RED GEDAR o blsisR l6•oc. a YiN Vio DN 5z rn Ko>np turn az o o' b Iti D D 0 \ ' 0 2AIORAFMR5 Ib'o.o. i Q 4 1/2' 13/e' A oN Y 11/ I - 2xQ IWIER5 -- — 3 � m v N t\ Z To•%.w: + w 7xlo RAFLERS RIb'Oo I Z A„ ua Wio ng� o �' Nay -ap O mK� �e v O A N RR IVY 61/4' • U O � �iD � N.0.� � AS "N�`Fn b > O'..D I' 3 V4 rn rn. 0 A ------- ----- - - --- hi, -do -I q:12OL , CYm O<P �' m- ry m `p' Cabana at the Aichi-tech Assuciales.Inc.hereby m o Plevlyv lose es the cing t t £ to = these Era as.s accord:, to the ti Taylor/Sakurai Residence Alehileelera�°Work,�oPYliohl ■� V A R C H I —T E C H Prclaclicn Acl cl 1990.Any p,_ Vera lion,repioduclion or 2hu- 134 Wianno Avenue onoltheseplansvnlhoullhe 6 school street t 508.420.5335 f 508.420.5304 IZ Y sy rpwss wocl,In consent cl Archl ASSOCIATES. o Osterville, Massachusetts TechAuociates.lnc.,isanlninge- cotult, ma o2635 a info@architechassociates.com N V O munls oo that acl.Any enure omu- r tliscrepannes on lhese u elawings shall he blow ht to the Framing Section Details Mention of Archl-Tec Assoc.,hegi°°in9 d.do Dim- architectural design ' architechassociates.com to in used,do nor scale eowings. E o cg O a-a y U FIRST FLOOR FRAMING NOTES GARAGE SHEATHING ROOF FRAMING N07E5 N R - L PANEL AND FASTENER REOUIREMENT5 H .g FIRST FLOOR JOISTS TO BE SHORT WALL SEGMENTS AT GARAGE ALL DOOR OR WINDOW HEADERS 'S RAFTERS TO BE 2XIO @ 16" OC. o II 1/8" AJ5-20'5 @ 16" O<.. DOOR OPENINGS TO INCLUDE ADDITIONAL IN EXTERIOR NALL5 OR 2X6 BEARING UNLE55 NOTED. SEE SCHEDULE IN '~ U) PROVIDE 1 1/4" OR 3/4 COX PLYWOOD(VERT.) INSIDE NALL5 TO BE (5) 2X6`5 N/ 1/2" PLYWOOD GENERAL NOTES FOR ACCEPTABLE - UNLE55 NOTED BELON, ALL FASTENERS SHALL CONFORM TO TABLE t s 1 08" LSL,LVL,OR-055 RIM THE OVERHEAD DOOR WALL. PLYWOOD SPACERS UNLE55 NOTED. ALL HEADERS TIMBER SPECIES AND GRADES. 120.01 ON PAGES 1030 AND 1031 OF THE MA55ACHUSETT5 STATE o JOIST BY SAME MANUFACTURER TO BE FASTENED TO 30TH SILLS AND IN INTERIOR 2X4 BEARING NALL5 TO BE BUILDING CODE. AS JOISTS. NALL STUDS N/80 RING 5HAN< NAILS (2) 2X65 N/ 1/2" PLYWOOD SPACERS PROVIDE 2XIO MINIMUM LEDGER ON g SPACED AT NO MORE THAN 6" APART UNLESS NOTED. HEADERS 5HONN ON TOP OF SHEATHING FOR SUPPORT PLYWOOD ROOF PANELS - 5/8" COX PLYWOOD,UNBLOCKED EDGES, •' m cm PLAN ARE IN THE NALL5 BELOW THE FOLLOW ALL MANUFACTURER'S FRAMING IN QUESTION. AND CONNECTION OF RAFTERS AT 8D NAILE5 @ 6" AROUND PERIMETER, 8D @ 10" PANEL INTERIOR FIELD RECOMMENDED DETAILS FOR ATTACHED PORCHES OVERLAY FRAMING. o INSTALLATION OF JOISTS. - PROVIDE POSTING AT EACH END OF ALL PLYWOOD FLOOR PANELS - 3/4" TXG G PLUGGED G PANELS, E F05T CONNECTIONS 70 FOUNDATION NALL5/ BEAMS AND AT OTHER LOCATIONS AS RAFTERS SHALL BE TOENAILED TO NALL UNBLOCKED EDGES, ION NAILS g PROVIDE BLOCKING USING SAME CONCRETE TUBES 5HONN ON PLANS. ALL POSTS TO BE PLATES AND FACE NAILED TO CEILING - MATERIAL AS JOISTS OVER ALL (3) 2X4 OR(5) 2X6 STUDS UNLE55 NOTED JOISTS AT SUPPORTS AND SHALL AL50 BE 8 BEAMS EXCEPT FLUSH BEAMS WHERE - P544 OR PP64 (12 GAUGE) STEEL F05T 3ASE ANCHORED FOR UPLIFT N/SIMPSON PLYWOOD NALL PANELS - 1/2" COX PLYWOOD,BLOCKED EDGES, THERE 15 A NALL ABOVE,AND UNDER ANCHORS CAST INTO SURFACE OF NALL H2.5 RAFTER TIE EACH RAFTER. SD NAILS @ 4" AROUND PERIMETER,8D @ 12" PANEL INTERIOR FIELD ALL BRACED NALL PANELS A5 NOTED - ALL ?05T5 SHALL BE CONT. DONN FROM ON DRAWINGS THEIR TOP POINT TO FOUND. OR -Julc CARRYING(TRANSFER) BEAM. POSTS - FASTEN RAFTERS TO NON-STRUCTURAL RIDGE - GYPSUM SHEAR WALL PANELS - I/2" GYPSUM PANELS,EDGES cm ARE TYPICALLY GALLED OUT AT THEIR N/(4) 160 TOE NAILS OR (5) 16D FACE NAILS BLOCKED(PANELS VERTICAL),@ 6" AROUND PERIMETER, TOPMOST POINT. PROVIDE SAME EACH RAFTER. FASTEN RAFTERS TO STRUCTURAL ION @ 10" PANEL INTERIOR FIELD V W UNLE55 OTHERN15E NOTED,FLOOR EXTERIOR NALL ASSEMBLY POST SIZE BELON ULE55 NOTED. PROVIDE RIDGE WITH SLOPED-SEAT RAFTER HANGER SHEATHING SHALL BE APA RATED SOLID BLOC<ING THROUGH FLOORS OR 51MP50N A35 FRAMING ANCHOR EACH SIDE. o pq F-4 "5TURD-I-FLOOR",EXP. 1,COMBINATION (SECOND FLOOR PLATFORM BENEATH ALL POSTS. GYPSUM CEILING PANELS - 1/2" GYPSUM PANELS, EDGES UNBLOCKED, SHEATHING AND UNDERLAYMENT UP TO DOUBLE PLATE) 5D NAILS @ 6" PERIMETER,50 @ 10" PANEL INTERIOR FIELD Qt TONGUE-a-GROOVED, 3/4" THIGK, NOTE: USE 3" MIN. END POST AT EACH HOLD- 5D @ 4" PERIMETER,5D @ 10" INTERIOR FIELD 1..4 MINIMUM 24" O.C. SPAN RATING. GLUE AND NAIL FLOOR SHEATHING - HORIZONTAL BLOGKINv FOR NAILING DOWN(2 STUDS). ALL CONNECTORS AT HOLD- - FASTEN RAFTERS AT RIDGE FOR UPLIFT TO BE PROVIDED WITHIN 48" OF DONN5 TO BE PER MANUFACTURER'S SPECS. USING EITHER OPTION A OR OPTION B, ** NOTE - SEE ARCHITECTURAL SPECS FOR FIRE SEPARATION W 0 TO JOISTS. OUTSIDE CORNERS OF MAIN HOUSE AS FOLLONS: NALL5 AND CEILING AND GARAGE. V V) ._ SEE DRAWING A-2 FOR DOOR AND OPTION A: APPLY 5IMP50N L5TA STRAP WINDOW HEADERS ABOVE THIS - PLYWOOD SHEETS SHALL BE NAILED ACROSS THE TOP OF THE RIDGE � TO SILLS,PLATES,STUDS AND RIM JOISTS THIS DESIGN ASSUMES THAT THE STRUCTURE IS "ENCLOSED" WHICH �1 FRAMING LEVEL. FE CEILING FRAMING NOTESIMPACT W/8D COMMON NAILS;6" AT _RI- MEANS THAT HIGH WINDOW GLASS WILL BE INSTALLED OR METERS AND 8" IN THE FIELD. P OPTION B: INSTALL 2X6 RIDGE LOCK BLOCK HURRICANE SHUTTERS HILL BE INSTALLED. DOORS AND WINDOWS LYNOOD ACROSS THE RAFTERS IMMEDIATELY SILLS TO BE (2) 2X6 PRESSURE SHALL SPAN ACROSS THE BOTTOM AND BELOW THE RIDGE AND FASTEN ARE NOT INCLUDED IN THIS DESIGN AND SHALL BE ATTACHED r 0*011E] TREATED N/5/8" X 12" LONG TOP PLATES TO EFFECTIVELY TIE THE CEILING JOISTS OR ATTIC FLOOR JOISTS THEM TO THE RAFTERS N/ A MINIMUM ACCORDING TO THE MANUFACTURES INSTRUCTIONS. GALVANIZED STEEL HOOKED ANCHOR PLATES TO THE STUD 'NALL ASSEMBLY. TO BE 2XIO'S @ 16" O.G.UNLE55 OF SIX (6) IOD NAILS ALL SIMPSON STRONG TIE FASTENERS SHALL BE INSTALL PER 110 BOL75 @ 2'-0" MAX. O.G. AND 12" OTHERWISE NOTED. MANUFACTURERS SPECIFICATIONS. FROM GORNER5 OR SPLIGE5. BOLTS EXT. SHEATHING TO CONSIST TO ENGAGE BOTH PLATES AND BE OF MIN. 1/2" COX PLYWOOD N/ UNLE55 OTHERWISE NOTED ROOF SHEATHING FASTENDED N/3"X3" PLATE WASHERS A MINIMUM 24/0 SPAN RATING, PROVIDE BLOGQNG U51N6 SAME SHALL BE APA RATED SHEATHING, EXP. 1,5/5" NAILED NITH SD COMMON NAILS MATERIAL AS JOISTS OVER ALL THICK,52/16 OR BETTER SPAN RATING. AT 6" SPACING ON THE EDGE5 BEARING 'NALL5 INHERE THERE 15 A NALL o AND 12" SPACING ON THE FIELD ABOVE,AND OVER AND UNDER ALL `- R EXTERIOR NALL ASSEMBLY - ALL DOOR OR NINDON HEADERS Z5 c BRACED NALL PANELS AS NOTED ON FRAMING SYMBOLS - PLYWOOD SHEETS TO BE APPLIED IN EXTERIOR WALLS OR 2X6 BEARING (SECOND FLOOR PLATFORM. HORIZONTALLY WITH VERTICAL JOINTS THE DRAWINGS. NALL5 70 BE (3) 2X6'5 N/ 1/2" PLYWOOD �N DOWN TO DOUBLE SILL) JOINTS TO BE STAGGERED A MIN. OF SPACERS UNLESS NOTED. ALL HEADERS wo � 4 32" BETWEEN LIFTS(TWO STUD BAYS). - UNLESS OTHERWISE NOTED,FLOOR IN INTERIOR 2X4 NALLS TO BE (2) 2X6'S » - WOOD POST DOWNyt EXT. SHEATHING TO CONSIST PLYWOOD SHALL SPAN ACROSS SHEATHING SHALL BE APA RATED N/ 1/2" PLYWOOD SPACERS UNLESS NOTED a 3 OF MIN. 1/2" COX PLYWOOD N/ THE BOTTOM AND TOP PLATES "5TURD-I-FLOOR",EXP. I,COMBINATION HEADERS SHOWN ON PLAN ARE IN THE I WOOD F05T UP AND DOWN sx A MINIMUM 24/0 SPAN RATING. TO EFFECTIVELY TIE THE PLATES SHEATHING AND UNDFRLAYMENT, NALL5 BELOW THE FRAMING IN QUESTION. Q ig ze NAILED NITH 80l COMMON NAILS TO THE STUD 'NALL A55EM3LY. TONGUE-a-GROOVED,3/4" THICK, x WOOD F05T UP AT 4" SPACING ON THE EDGES MINIMUM 24" O.G. SPAN RATING. - PROVIDE POSTING AT EACH END OF ALL AND 12" SPACING ON THE FIELD GLUE AND NAIL FLOOR SHEATHING' BEAMS AND AT OTHER LOCATIONS .AS BEARING WALL BELOW TO J015T5. SHONN ON PLANS. ALL POSTS TO BE , 3) 2X4 OR(3) 2X6 STUDS UNLE55 NOTED PLYWOOD SHEETS TO CC APPLICD'. SECOND FLOOR.FRAMING NOTES - ALL DOOR OR WINDOW HEADERS - BRACED SHEAR WALLS(BEARING a HORIZONTALLY NITH VERTICAL JOINTS - ALL POSTS.SHALL BE CONT. DONN FROM JOINTS TO BE STAGGERED- MIN..OF IN EXTERIOR WALLS,OR 2X6 BEARING THEIR TOP POINT TO FOUND. OR NON=BEARING) U w O T, SECOND FLOOR JOISTS TO BE NALL5 TO.BE(5) 2X(6'S.A/1/2" PLYWOOD N O 32 BE NEEN LIFTS(TWO STUD BAYS) SPACERS UNLESS NOTED.. ALL'HEADERS CARRYING(TRANSFER) BEAM. POSTS t` r. — PLYWOOD SHALL SPAN ACROSS 11 7/8" A 75-20'S a AJ5-25'S @ 16"O.G.. ARE TYPICALLY GALLED OUT AT THEIR ,' N cn O IN INTERIOR 2X4 BEARIN WALLS.TO.BE(2) o - BRACED SHEAR`WALLS: PROVIDE [ N PROVIDE 1174" OR I I/8" LSL, TOPMOST POINT BOVINE TAME SHEATHING ON BOTH SIDES -- Z THE BOTTOM AND TOP PLATES 2X6'S W/ I/2"_�.LYNOOD SPACERS UNLESS -POST SIZE BELOW.ULt55 NOTED. PROVIDE �'� O A-- TO EFFECTIVELY TIE THE PLATES LVL,OR OSB-RIM JOIST NOTED HEADERS SHOWN ON PLAN ARE.IN .SOLID BLOCKING THROUGH FLOORS N 0 (a TO THE STUD WALL ASSEMBLY. BY SAME'MANUFACTURER' THE NALLS BELON THE FRAMING IPA- BENEATH ALL POSTS. � Q m AS JOISTS. OUESTION. _ O co m cu C cc r HORIZONTAL BLO KING FOR NAILING - PROVIDE POSTING AT.EAGH END OF ALL TO BE PROVIDED WITHIN 45" OF FOLLOW ALL MANUFACTU 3_A� 5RER'S E M AND AT OTHER LOCATIONS AS MAXIMUM RAFTER SPAN STRUCTURAL DESIGN CRITERIA OUTSIDE CORNERS OF MAIN HOUSE RECOMMENDED DETAILS FOR 5HONN ON FLANS. ALL POSTS TO BE m (a LUMBER GRADE AND U i �.AND GARAGE. INSTALLATION OF JOISTS. (3) 2X4 OR(3) 2X6 STUDS UNLESS NOTED C ) � Z RAFTER SPECIES FIRST FLOOR 40 PSF LL O d' W P Y' PROVIDE SLOG<ING USING SAME - ALL POSTS SHALL BE CONT. DONN FROM Q SIZE E = 15 P5F DL j,('7 n N L NOON 5HFE75 SHALL BE NAILED TO SILLS,PLATES, STUDS AND RIM JOISTS MATERIAL AS JOISTS OVER ALL THEIR TOP POINT TO FOUND, OR In NO2 NO,2F (7) - SEC NO FLOOR 30 P5F cal�� N/8D COMMON NAILS;4" AT PERT- BEAMS EXCEPT FLUSH BEAM5'NHERE CARRYING(TRANSFER) BEAM. P0575 Oi 15 PSF METERS AND 12" IN THE FIELD. PLYWOOD THERE 15 A NALL ABOVE,AND UNDER ARo �YPIG^LLY CALLED OUT AT THEIR A ALL BRACED NALL F AN_L5 AS NOTED TO. MQS ,TINT. PROVIDE SAME 6 SHALL SPAN ACROSS THE BO T TOM AND - P Z_ 5FL, N L L - NOTED. a 771C/STO. 20 PSF job no.: n25 ON DRANIM�5 F05T 51_- �- ON J t5S BOVINE 2X8 W-11" 0 P5F s . TOP PLATES TO EF=EGTh/ELY TIE THE SOLID BLOC<ING THROUGH FLOORS ` PLATES TO THE STUD NALL ASSEMBLY. BENEATH ALL P05T5. i - ROOF 35 PSF ° ate _. .Paz V 15 PSF., R'j M! UNLESS OTHERWISE NOTED.FLOOR 2XIO I 15'-2" awn: SHEATHING SHALL BE .APA RATED EXT P . NALL5 15 5F, "5TURD-I-FLOOR", EXP. 1,COMBINATION I 70 [pv. SHEATHING AND UNDERLAYMENT, _ - INT. NALL5 50 P F. L TONGUE-a-GROOVED, 3/4 THIC<, 2X12 1?'-6" 6' �" UCrupka, ay. MINIMUM 24 OG SPAN RATING. - DECKS/PORCHES 60 SF,, a GLUE AND NAIL FLOOR 5HEAT=IN5 v IO 5F � z TO JOISTS. O SUED FOR PERMIT -Z sbt 5 of s T111TmT% nR A '4 w�MMa- Y $a �N°wd m o o - X r� / N / * _ _ 0 o D rn� A 0 rn X MAx MAn L z� / / r r w 1.MIN PLYWOOD LAP LENGTH-TYP.ALL W L5 (SEE FASTENER 5O EPA /////5MEET NU L P z lit 11 Fy m D ow ➢Z�(�"x-'i u0 "ra pr iPj mu n o IndYDz�g� � � � rn rnP _ �=aao , -o �Z $ D -n rrn -- — — — / m 20> - - _ N I n o A D 0 Z z /\ / A rn - A lA 4 4 r IV r yr 46"MIN,PLfW P LAP LENGTH-TYP.ALL WALL5 V (SEE PMEL AN9 FASTENER REQUIREMENTS SHEET A13/ z 0 nz t1 rn D r O I. �I m $ P _. - fin` a D � €mm N m m�=m n ma=m Y can m ; •r O m a MAx N u N rn z A 0 D Z r '>b rn A° r.w 0 U). A oR� z to z D r D ----ti-- -- - —� - 0 _q— z uro l D b r mN c u Ap ow Fpo� Z 2 Z � �ir N8�9 - z � K Y > D n�p�oF m� �Aw1. ° z — 20 ° r O °oo� u )a U) N� D �D z „s o r D DCAP C� O amn a c r L N 3A o :� z w -FAA �~Lit z k B a Q Cabana at the - Taylor/Sakurai Residence ASAP U A R C H I -T E C H - Engineering& u ti 134 Wianno Avenue Design co.,Inc. r� 6 school street t508.420.5335 f508.420.5304 o 6 Y Osterville, Massachusetts SuiteIDee.f55EasGmveStree-Rowa1B A S S 0 C IATE SA cotuit, me D2635 0info@architechassociates.com N 13 Mitldl9*JMh,- 0130E u iNephone 50&906356f-Far 50&946-f653 `" u Structural Details arch i t e c t u r a l d e s i g n arch itechassociates.com E S $ U NOTE:THIS DETAIL IS AN w m d ALTERNATE TO THE o .N „p5pn Hwd -.-SON Hwd FLOOR SPAN C..� 'SOLO 5 5OL TED TO HOL—S,BOLTED TO ~ y 515-ANC0. BOLTS ,', 5/5'ANa•M SOUS CONNECTOR'DETAIL N <a SIMPSON RR RAFTER HANGER c +a)� SHED ROOF ao RAFTERS LEDGER U �L OONNS BOLTED TO TIMBERLOK SCREWS TOP B BOT. 5/5'ANCHOR EOLiS y ,a (4)COILED STRAPS SECURE INTO SOLID FRAMINGza PER CORNER SPACED 8 STAGGERED @ 16'WC s TRIPLE CORNER STUDS o 5/8"ANCHOR BOLTS 5/8"ANCHOR EOLTS O Y TO BE SET A n1n. OBE SET A nln, 5/d'4NCHpR EOI OF 12-- 1N TANS OF 12-WITH IN FOpiINS w TO EE SEi 4 MIN, <O V OF.2-1TH 1N FOpTINS NOTE:DETAIL APPLES TO ALL GRADE LEVEL EM.SIEAR YW.LS y u NOTE.DETALL A 11!5 TO ALL GRADE LEVEL EAT SHEAR W1L9 r A V O NOT oRAAGE HOLDOWN DETAIL @ EXT. WALL O HHOLDOWN DETAIL @ TYPICAL EXT. WALL CORNER/WALL 10 C-OILED STRAP DETAIL D LEDGER DETAIL w ) NOT NOT TO 5CAI.E H EIWALL OPENING FRAMING SCHEDULE WINDOW SIZE WINDOW LOCATION NO.OF KING NO.OF JACKSTUDS STUDS 25'-0- S 3'-0'FROM OUTSIDE CORNER 3 2 O d a S-w ST-0-FROM OUTSIDE CORNER 2 2 <S-0• >T-W FROM OUTSIDE CORNER 2 / Vr^/ '2 V J 2 ' TH.• 0*0RAFTERS (2)H2.SA RAFTER ', i MTS12 (LTS,HTS SIMPSON H3 CLIP \1 F AM-0 R LEDGER t SIMILAR) H10 \ I II it ATTACHED TO SOLID F MI G B LOW HORIZONTAL 2z BLOCKING FOR LEDGER - II IIII II I III III I I cNAILING THE PLYWOOD EDGES TINSHOULD BE PROVIDED WITHIN I II i I I m 48"OF OUTSIDE CORNERS ? tl iI II II 4 U c W O 'e 8— N /� �g C /w. E 12 PLYWOOD BLOCKING DETAIL " 13_ RAFTER CONNECTION DETAILS 14 FRAME-OVFR LEDGER DETAIL Q NOT TO!SALE NOT TO SCALENOT TO SCALE W DECK JOISTS //�\\ •:- - SIMPSON H1 CLIP P.T.BEAM ... - >Lca OPTION 1:NRPP N?4FSON L5TA24 - - - - rlEDala+STRAP EVENLr ovER (1 PER JOIST) .. -SIMPSON BCS POST CAP ..- - ♦--• Q -RlD AND NAILER TO ALL O � Q RAFTERS N(9)IOD NAILS EA. _ _ NOE(18 NAILS TOTAL I - - - P.T.POST FLOOR JOISTS - •cc C WRAP L Yc: SIMPSON ABU POST BASE m OER _ - --- -0-- --0 ANCHORBOLT ANv NAILER io ALL (4 o o 0 0 0 0 e ?srETTa loom NAILS / 1 O o o O o o O •y1 ° TN ; O 11 cl) V) -- FRAMED OPENING ,_ ('Q N . 10"OR 12'DIA.SONOTUBE ON FOR STAIR (u r O 24"DIA.BIGFOOT FOOTING F Q wFr_R5 AT=R`-Af BEAM COILED STRAPS 1� job no Nza v (1)EACH STUD @ STAIR OPENING a A�2012 R(�O/�B�E�ry 1l,, � e 5 NOTE OPTON 2.IN8 RIDGE TIES A.! I(r aapp PL Vt R) IMMEDIATELY BELON THE RIPSEFTER Y ! �� o - FBWn �LN AND FASTENEp TO LV!E RAFTcR5 ['3' AA.+tiwR N OF(d11Op OONrpN � � O IL5 PER SIDE V. !. JT TU .Al v. IS T PIGAL RIDGE STRAP DETAIL OPTIONS r(2T PORGHNOT SCALEDECK DETAIL I� TYPICAL GREASE BEAM STRAP DETAIL IS FLOOREOPENING AT EXT. 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QF. rn 8ka 7C D C Q ,v.• ,ve• �. . r � Mt I Z — o X 1 a > I N ;1 � O1 D e n.,.ro ee noon i 2 e'.a e•.r.,one nOM 4 y f @} S a all rn �AiA 54 ios D I SN ar rn r 0 n' D 2. of O Y� �X, IIIYYYYYY �P• �� Age 6 O e a/.• I Q O N 1 + + n a+ , w O :irr I� ro aakaan•rwr noon i ' Additions&Alterations to the 'r�'''�;'� AreN-°d Ame61•s k,e k•r,E Taylor/Sakurai Residence ,M.�Z D AreNl•< Wakr C 1 P �kla �� ARCHI -TECH i U 134 Wianno Avenue !"•,e'ki.��.n..ub•IP. 6 school street t508.420.5335 }508.420.5304 Osterville, Massachusetts AS S 0 C I A T E S. M cotui t, ma ozeas a info@archile6associates.com W d•..,y1,aPP��K,.�n.(.D 1h.w �, `¢' �I•nl�bn°I NbyvpMAle U. U Details Dim- arch i t e c t u r a I d e s i g n arch i tech associates,com i. , E E FIRST FLOOR FRAMING N07E5 GARAGE SHEATHING ROOF FRAMING NOTES aD PANEL AND FASTENER REQUIREMENTS N u FIRST FLOOR JOISTS TO BE - SHORT WALL SEGMENTS AT GARAGE - ALL DOOR OR WINDOW HEADERS - RAFTERS TO BE 2XI0'S® 16'O.G. F r h II 1/8" AJ5-205 ® 16"O.G.. DOOR OPENINGS TO INCLUDE ADDITIONAL IN EXTERIOR WALLS OR 2X6 BEARING UNLESS NOTED. SEE SCHEDULE IN PROVIDE 1 I/4" OR 3/4"COX PLYWOOD(VERT.) INSIDE WALL5 TO BE (3) 2Xb'S W/ 1/2" PLYWOOD GENERAL NOTES FOR ACCEPTABLE - UNLE55 NOTED BELOW,ALL FASTENERS SHALL CONFORM TO TABLE t 1 1/5" L5L, LVL, OR 056 RIM THE OVERHEAD DOOR WALL. PLYWOOD 5PAGER5 UNLE55 NOTED. ALL HEADERS TIMBER SPECIES AND GRADES. 120.0E ON PAGES 1030 AND 1031 OF THE MA55AGHU5ETT5 STATE o JOIST BY SAME MANUFACTURER TO BE FASTENED TO BOTH SILLS AND IN INTERIOR 2X4 BEARING WALL5 TO BE BUILDING CODE. AS JOISTS. WALL STUDS W/80 RING SHANK NAILS (2) 2X65 W/1/2"PLYWOOD SPACERS - PROVIDE 2X10 MINIMUM LEDGER ON UNLESS NOTED. HEADERS SHOWN ON T SPACED AT NO MORE THAN 6" APART OP OF SHEATHING FOR SUPPORT - PLYWOOD ROOF PANELS - 5/8" COX PLYWOOD,UNBLOCKED E06E5, - FOLLOW ALL MANUFACTURERS PLAN ARE IN THE WALL5 BELOW THE AND CONNECTION OF RAFTERS AT RECOMMENDED NUFCT FOR FRAMING IN QUESTION. 80 NAILES O 6" AROUND PERIMETER,80 9 10" PANEL INTERIOR FIELD DETAILSOVERLAY FRAMING. ` s ATTACHED PORCHES INSTALLATION OF JOISTS. - PLYWOOD FLOOR PANELS - 3/4' TXG G PLUGGED C PANELS, E - PROVIDE POSTING AT EACH END OF ALL _ RAFTERS SHALL BE TOENAILED TO WALL o P05T CONNECTIONS TO FOUNDATION WALL5/ BEAMS AND AT OTHER LOCATIONS AS UNBLOCKED.EDGES, IOD NAILS - PROVIDE BLOCKING USING SAME CONCRETE TUBES 5HOWN ON PLANS. ALL P05T5 TO BE PLATES AND PACE NAILED TO CEILING y MATERIAL AS JOISTS OVER ALL (3) 2X4 OR(5) 2X6 STUDS UNLESS NOTED JOISTS AT SUPPORTS AND SHALL ALSO BE BEAMS EXCEPT FLUSH BEAMS WHERE - PB44 OR PP64 (12 GAUGE) STEEL POST BASE ANCHORED FOR UPLIFT W/51MP50N - PLYWOOD WALL PANELS 1/2" COX PLYWOOD, BLOCKED E06E5, THERE 15 A WALL ABOVE AND UNDER ANCHORS CAST INTO SURFACE OF WALL H2.5 RAFTER TIE EACH RAFTER. SD NAILS® 6" AROUND PERIMETER, 81? ® 10"PANEL INTERIOR FIELD ALL BRACED WALL PANELS AS NOTED - ALL POSTS SHALL BE CONT. DOWN FROM ON DRAWINGS(SEE DRAWING A-II FOR THEIR TOP POINT TO FOUND. OR °W c WALLS ABOVE) TARRYING (TRANPOINT O FOUND. P05T5 -FASTEN RAFTERS TO NON-STRUCTURAL RIDGE - GYPSUM SHEAR WALL PANELS - 1/2" GYPSUM PANELS, EDGE5 W/ ARE TYPICALLY CALLED OUT AT THEIR (4) 160 TOE NAILS OR(3) I&P FACE NAILS BLOCKED(PANELS VERTICAL),® 6' AROUND PERIMETER, V) - -UNLE55 OTHER 15E NOTED,FLOOR TOPMOST POINT. PROVIDE SAME EACH RAFTER. FASTEN RAFTERS TO STRUCTURAL IOD ® 10" PANEL INTERIOR FIELD V w (D . SHEATHING SHALL BE APA RATED EXTERIOR WALL ASSEMBLY P05T 51ZE BELOW ULE55 NOTED, PROVIDE RIDGE WITH SLOPED-SEAT RAFTER HANGER '5TURD-I-FLOOR",EXP. I,COMBINATION (SECOND FLOOR PLATFORM BONED BLOCKING THROUGH FLOORS OR SIMPSON A35 FRAMING ANCHOR EACH SIDE.BENEATH ALL POSTS., -,GYPSUM CEILING PANELS.- 1/2" GYPSUM PANELS; EDGES UNBLOCKED,SHEATHING AND UNDERLAYMENT, UP TO DOUBLE PLATE) 5D NAILS® 6" PERIMETER, 5D ® 10" PANEL INTERIOR FIELD F css - � TONGUE-4-GROOVED,3/4" THICK, NOTE: USE 3" MIN. END POST AT EACH HOLD- 50® 4" PERIMETER,50® 10" INTERIOR FIELD MINIMUM 24"O.G. SPAN RATING. - HORIZONTAL BLOGKING FOR NAILING DOWN(2 STUDS). ALL CONNECTORS AT HOLD- - FASTEN RAFTERS AT RIDGE FOR UPLIFT 11-4 L) GLUE AND NAIL FLOOR SHEATHING TO BE PROVIDED WITHIN 45"OF OOWN5 TO BE PER MANUFACTURER'S SPECS. USING EITHER OPTION A OR OPTION B, " NOTE - SEE ARCHITECTURAL SPECS FOR FIRE SEPARATION 6 TO JOIT5. OUTSIDE CORNERS OF MAIN HOUSE AS FOLLOW5. WALL5 AND CEILING AND GARAGE. V Cn - - SEE DRAWING A-4 FOR DOOR AND . PLYWOOD SHEETS SHALL BE NAILED OPTION A: APPLY SIMPSON L5TA STRAP a WINDOW HEADERS ABOVE THIS ACROSS THE TOP OF THE RIDGE FRAMING LEVEL. TO SILLS,PLATES,STUDS AND RIM JOISTS TH15 DESIGN ASSUMES THAT THE STRUCTURE 15 "ENCLOSED"WHICH W/80 COMMON NAILS;6"AT PERT- CEILING FRAMING NOTES MEANS THAT HIGH IMPACT WINDOW GLASS WILL BE INSTALLED OR METERS AND 8" IN THE FIELD.- PLYWOOD OPTION B: INSTALL 2X6 RIDGE LOCK BLOCK HURRICANE SHUTTERS WILL BE INSTALLED.,DOORS AND WINDOWS - SILLS TO BE(2)2X6 PRESSURE SHALL SPAN ACROSS THE BOTTOM AND _ ACROSS THE RAFTERS IMMEDIATELY BELOW THE RIDGE AND FASTEN ARE NOT INCLUDED IN THIS DESIGN AND SHALL BE ATTACHED i TREATED W/5/8'X 12"LONG TOP PLATES.TO EFFECTIVELY TIE THE - CEILING JOISTS OR ATTIC FLOOR JOISTS THEM TO THE RAFTERS W/ A MINIMUM ACCORDING TO THE MANUFACTURES INSTRUCTIONS. o ' MANUFACTURERS SPECIFICATIONS. GALVANIZED STEEL HOOKED ANCHOR PLATES TO THE STUD WALL ASSEMBLY. TO BE 2XIO'5® 16"O.C. UNLESS OF 51X(b) 100 NAILS ALL 51MP50N 5TRON6 TIE FASTENERS SHALL BE INSTALL PER BOLTS® 4'-O" MAX. O.G. AND 12' OTHERWISE NOTED. ' . FROM CORNERS OR SPLICES. BOLTS - EXT.5HEATHING TO CONSIST 110 - TO ENGAGE BOTH PLATES AND BE OF MIN, 1/2" COX PLYWOOD W/ -UNLESS OTHERWISE NOTED ROOF SHEATHING FA5TENDEO W/3'X3"PLATE WASHERS A MINIMUM 24/0 SPAN RATING: - PROVIDE BLOCKING U51N6 SAME SHALL BE APA RATED SHEATHING,EXP. I;5/5 NAILED WITH 8D COMMON NAILS MATERIAL AS JOISTS OVER ALL THICK,32/16 OR BETTER SPAN RATING. AT b"SPACING ON THE EDGES BEARING WALLS WHERE THERE 15 A WALL .5 AND 12" SPACING ON THE FIELD 0 3 ABOVE,AND OVER AND UNDER ALL ALL. DOOR OR WINDOW HEADERS d' EXTERIOR WALL ASSEMBLY BRACED WALL PANELS AS NOTED ON FRAMING SYMBOLS - PLYWOOD SHEETS TO BE APPLIED IN EXTERIOR WALLS OR 3X6 BEARING (SECOND FLOOR PLATFORM HORIZONTALLY WITH VERTICAL.JOINTS THE DRAWINGS. WALL5 TO BE(5) 2X65 W/1/2" PLYWOOD w �g DOWN TO DOUBLE SILL) JOINTS TO BE STAGGERED A MIN.OF SPACERS UNLE55 NOTED. ALL HEADERS o ; 32" BETWEEN LIFTS(TWO STUD BAYS). - UNLESS OTHERWISE NOTED,FLOOR IN INTERIOR 2X4 WALL5 TO BE(2) 2X6'S a - WOOD P05T DOWN _ - EXT.SHEATHING 70 CONSIST PLYWOOD SHALL SPAN ACROSS SHEATHING SHALL BE APA RATED HEADERS SHOWN ON PLAN ARE IN THE I/2" PLYWOOD SPACERS UNLE55 NOTED OF MIN. I/2"COX PLYWOOD W/ THE BOTTOM AND TOP PLATES "STURD-I-FLOOR",EXP. I,COMBINATION 8[ - WOOD POST UP AND DOWN A MINIMUM 24/0 SPAN RATING. TO EFFECTIVELY TIE THE PLATES 5HEATHIN6 AND UNDERLAYMENT, WALLS BELOW THE FRAMING IN QUESTION. Q NAILED WITH 80 COMMON NAILS TO THE STUD WALL ASSEMBLY. TONGUE-$-GROOVED,3/4"THICK, x - WOOD P05T UP v� AT b"SPACING ON THE E126E5 MINIMUM 24"O.G. SPAN RATING. - PROVIDE POSTING AT EACH END OF ALL Q _ AND 10 SPACING ON THE.FIELD. GLUE AND NAIL FLOOR SHEATHING BEAMS AND AT OTHER LOCATIONS AS _ BEARING WALL BELOW TO J015T5. ggHOWN ON PLANS. ALL POSTS TO BE (5) 2X4 OR(5) 2X6 STUDS UNLESS NOTED - PLYWOOD SHEETS TO BE APPLIED SECOND FLOOR FRAMING NOTES - ALL DOOR OR WINDOW HEADERS - BRACED SHEAR WALL5(BEARING 3 HORIZONTALLY WITH VERTICAL JOINTS ALL POSTS SHALL BE CONT, DOWN FROM IN EXTERIOR WALL5 OR 2X6 BEARING NON-BEARING) O JOINTS TO BE STAGGERED A MIN.OF THEIR TOP POINT TO FOUND. OR N U cn - SECOND FLOOR JOISTS TO BE WALL5 TO BE(3) 2X6'5 W/1/2" PLYWOOD CARRYING TRANSFER) BEAM. POSTS � � = O 32" BETWEEN LIFTS(TWO STUD BAYS). SPACERS UNLE55 NOTED. ALL HEADERS c O II 1/8" AJS-20'S d AJS-25'S®.1,6"O.G.. ARE TYPICALLY GALLED OUT AT THEIR BRACED SHEAR WALL5. PROVIDE o O O PLYWOOD SHALL SPAN ACROSS IN INTERIOR 2X4 BEARIN WALLS TO BE.(2) - C N PROVIDE I I/4° OR I I/8" LSL, TOPMOST POINT. PROVIDE SAME SHEATHING ON 80TH SIDES ._. "O z THE BOTTOM AND TOP PLATES 2X6'S W/ i/2" PLYWOOD 5PAGER5 UNLESS POST SIZE BELOW ULE55 NOTED. PROVIDE `�'N >L TO EFFECTIVELY TIE THE PLATES LVL,OR OSB RIM JOIST NOTED HEADERS SHOWN ON PLAN ARE IN SOLID BLOCKING THROUGH FLOORS o N U TO THE STUD WALL ASSEMBLY. BY SAME MANUFACTURER THE WALLS BELOW THE FRAMING.IN BENEATH ALL POSTS. Q H AS JOISTS. QUESTION HORIZONTAL BLOCKING FOR NAILING - PROVIDE POSTING AT EACH END OF ALL Q C� Z TO BE PROVIDED WITHIN 48" OF FOLLOW ALL MANUFACTURERS MAXIMUM RAFTER SPAN STRUCTURAL DESIGN CRITERIA Y BEAMS AND AT OTHER LOCATIONS AS o� � (0 � (n WN I OUTSIDE CORNERS OF MAIN HOUSE RECOMMENDED DETAILS FOR 5gHO G ON P AN5. ALL POSTS TO BE cu LUMBER GRADE AND ( <0 AND GARAGE INSTALLATION OF JOISTS. (5) 2X4 OR(3) 2Xb STUDS UNLE55 NOTED c 'v SPECIES o z RAFTER - FIRST FLOOR 40 P5F ILL O Cr r - PROVIDE BLOCKING USING SAME - ALL POSTS SHALL BE GONT. DOWN FROM Q SIZE 15 P5F D1 �- C7 tq O - PLYWOOD SHE-TS SHALL BE NAILED o_ I 5-P-F 5-P-F(5) TO SILLS, PLATES,STUDS AND RIM JOISTS MATERIAL AS JOISTS OVER ALL THEIR TOP POINT TO FOUND. OR s NO.2 NO.2 - SEGOND FLOOR 30 PSF Q F— W/8D COMMON NAILS;6- AT PERT- BEAMS EXCEPT FLU5H BEAMS WHERE CARRYING (.TRANSFER) BEAM. POSTS 15 PSF METERS AND 8" IN THE FIELD. PLYWOOD THERE 15 A WALL ABOVE AND UNDER ARE TYPICALLY GALLED OUT AT THEIR iH, + q *deb SHALL SPAN ACROSS THE BOTTOM AND ALL BRACED WALL PANELS AS NOTED TOPMOST POINT. PROVIDE SAME ATTIC/STO. 20 PSF 4Q '''a• job no. ..:a TOP PLATES TO EF=EGTIVELY TIE THE ON DRAWIN65(SEE DWG. A-12 FOR POST SIZE BELOW ULE55 NOTED. PROVIDE 2X8 ( n'-n n'-4" 10 PSF -f WALLS ABOVE) SOLID BLOCKING THROUGH FLOORS ! r. : n�.R+ ELATES TO THE STUD WALL ASSEMBLY. BENEATH ALL POSTS. I 1 I - ROOF SF s �. _ _ 4; t: - UNLESS OTnERSIISE NOTED.FLOOR O 2X10 { o'-�" . . 14'-5 I IS 5= —.corn SHEATHING S ALL BE APA RATED II I - EXT. WA!L5 i =5r L ry "5TURD-I-FLOOR",EXP. 1,COMBINATION i r 5HEATHING AN D UNOERLAYMENT j - INT. WALLS 2X12 i1'-b" I I6'-9" ���vrart' � •rev. TONGUE-4-GROOVED,./4" THICK, j i I - OEC<5/POIR 5 60 MINIMUM 24' OC. 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DOOR OPENINGS TO INCLUDE ADDITIONAL IN EXTERIOR WALL5'OR 2X6 BEARING UNLESS NOTED. SEE 56HEOULE IN �- N 3/4"COX PLYWOOD(VERT.) INSIDE WALLS TO BE (3) 2X8'S W/ 1/2" PLYWOOD GENERAL NOTES FOR ACCEPTABLE - UNLESS NOTED BELOW,ALL FASTENERS SHALL CONFORM TO TABLE '� c THE OVERHEAD DOOR WALL. PLYWOOD SPACERS UNLESS NOTED. ALL HEADERS TIMBER SPECIES AND GRADE5. c) - FOLLOW ALL MANUFACTURER'S IN INTERIOR 2X4 BEARING WALL5 TO BE 120.01 ON PAGES 1030 AND 1031 OF THE MA55AGHUSETTS STATE a RECOMMENDED DETAILS FOR TO BE FASTENED TO BOTH SILLS AND BUILDING CODE. aU 43 INSTALLATION OF JOISTS. WALL STUDS W/8D RING SHANK NAILS (2) 2X6'5 Wl 1/2" PLYWOOD SPACERS - PROVIDE 2XIO MINIMUM LEDGER ON SPACED UNLE55 NOTED. HEADERS 5HOWN ON AT NO MORE THAN 6"APART PLAN ARE IN THE WALL5 BELOW THE TOP OF SHEATHING FOR SUPPORT - PLYWOOD ROOF PANELS - 5/8" COX PLYWOOD,UNBLOCKED EDGES, - PROVIDE BLOCKING USING SAME AND CONNECTION OF RAFTERS AT FRAMING IN QUE5710N. 8D NAILES @ 6"AROUND PERIMETER,80 @ 10" PANEL INTERIOR FIELD .- MATERIAL AS JOISTS OVER ALL ATTACHED PORCHES OVERLAY FRAMING. BEAMS EXCEPT FLUSH BEAMS WHERE - PROVIDE POSTING AT EACH END OF ALL - PLYWOOD FLOOR PANELS - 3/4" TXG G PLUGGED G PANELS, E THERE 15 A WALL ABOVE,AND UNDER P05T CONNECTIONS TO FOUNDATION WALLS/ BEAMS AND AT OTHER LOCATIONS A5 - RAFTERS SHALL BE TOENAILED TO WALL UNBLOCKED EDGES, IOP NAILS ALL BRACED WALL PANELS AS NOTED CONCRETE TUBES SHOWN ON PLANS. ALL POSTS TO BE PLATES AND FACE NAILED TO CEILING r ON DRAWINGS(SEE DRAWING A-II FOR (3) 2X4 OR(�3) 2X6 STUDS UNLE55 NOTED JOISTS AT 9UPPORT5 AND SHALL AL50 BE w WALL5 ABOVE) - P544 OR PP64(12 GAUGE) STEEL P05T BASE ANCHORED FOR UPLIFT W/51MP50N - PLYWOOD WALL PANELS - 1/2"COX PLYWOOD,BLOCKED EDGES, ANGHOR5 CAST INTO SURFACE OF WALL H2.5 RAFTER TIE EACH RAFTER. 80 NAILS @ 6" AROUND PERIMETER,80 @ 10" PANEL INTERIOR FIELD -UNLE55 OTHERWISE NOTED, FLOOR - ALL POSTS SHALL BE CONT. DOWN FROM THEIR TOP POINT TO FOUND. OR - FASTEN RAFTERS TO NON-5TRUCTURAL RIDGE - GYPSUM SHEAR WALL PANELS - 1/2"GYPSUM PANELS, EDGE5 SHEATHING SHALL BE APA RATED . 'Jul c CARRYING(TRANSFER)BEAM. POSTS rn"STURD-I-FLOOR",EXP. I,COMBINATION ARE TYPICALLY GALLED OUT AT THEIR W/(4) IbD TOE NAILS OR(3) I6D FACE NAILS BLOCKED(PANELS VERTICAL),@ 6" AROUND PERIMETER, SHEATHING AND UNDERLAYMENT, TOPMOST POINT. PROVIDE SAME EACH RAFTER. FASTEN RAFTERS TO STRUCTURAL IOD @ 10" PANEL INTERIOR FIELD V TONGUE-8-GROOVED,3/4" THICK, EXTERIOR WALL A55EMBLY P05T 51ZE BELOW ULE55 NOTED. PROVIDE RIDGE WITH SLOPED-SEAT RAFTER HANGER w v MINIMUM 24"O.G. SPAN RATING. SOLID BLOCKING THROUGH FLOORS OR 51MP50N A35 FRAMING.ANGHOR EACH SIDE. - GYPSUM CEILING PANELS - I/2" GYPSUM PANELS, EDGES UNBLOCKED, H GLUE AND NAIL FLOOR SHEATHING (SECOND FLOOR PLATFORM BENEATH ALL POSTS. F TO JOISTS. UP TO DOUBLE PLATE) 50 NAILS @ 6" PERIMETER,5D @ 10" PANEL INTERIOR FIELD .411 NOTE: USE 3" MIN. END POST AT EACH HOLD- 5D @ 4" PERIMETER,5D @ 10" INTERIOR FIELD 0 - SEE DRAWING A-9 FOR DOOR AND - HORIZONTAL BLOCKING FOR NAILING DOWN (2 STUDS). ALL CONNECTORS AT HOLD- - FASTEN RAFTERS AT RIDGE FOR UPLIFT V WINDOW HEADERS ABOVE THIS TO BE PROVIDED WITHIN 48" OF OOWN5 TO BE PER MANUFACTURER'S SPECS. USING EITHER OPTION A OR OPTION B, "' NOTE - SEE ARCHITECTURAL SPECS FOR FIRE SEPARATION FRAMING LEVEL. OUTSIDE CORNERS OF MAIN HOUSE AS FOLLOWS. WALL5 AND CEILING V AND GARAGE. - 51LL5 TO BE(3) 2X6 SILLS - PLYWOOD SHEETS SHALL BE NAILED OPTION A: APPLY SIMPSON LSTA STRAP U BOTTOM SILL TO BE PRE55URE TO SILLS,PLATES,STUDS AND RIM JOISTS ACROSS THE TOP OF THE RIDGE TH15 DESIGN ASSUMES THAT THE STRUCTURE 15 "ENCLOSED" WHIGH CEILING FRAMING NOTES MEANS THAT HIGH IMPACT WINDOW GLASS WILL BE INSTALLED OR TREATED W/5/8" X 12" LONG W/8D COMMON NAILS;6"AT PERT- OPTION B: INSTALL 2X6 RIDGE LOCK BLOCK. � � cc GALVANIZED STEEL HOOKED ANCHOR METERS AND 8" IN THE FIELD. PLYWOOD ACROSS THE RAFTERS IMMEDIATELY HURRICANE SHUTTERS WILL BE INSTALLED. DOORS AND WINDOWS BOLTS @ 2'-0" MAX.O.G. AND 12" SHALL SPAN ACROSS THE BOTTOM AND BELOW THE RIDGE AND FASTEN ARE NOT INCLUDED IN THIS DE516N AND SHALL BE ATTACHED FROM CORNERS OR SPLICES. BOLTS TOP PLATES TO EFFECTIVELY TIE THE -CEILING JOISTS OR ATTIC FLOOR JOISTS THEM TO THE RAFTERS W/A MINIMUM ACCORDING TO THE MANUFACTURES INSTRUCTIONS. TO ENGAGE BOTH PLATES AND BE PLATES TO THE STUD WALL ASSEMBLY. TO BE 2XIO'S @ 16"O.G.UNLE55 OF 51X(6) IOD NAILS ALL 51MP50N STRONG TIE FASTENERS SHALL BE INSTALL PER FA5TENDED IN/3"X3"PLATE WASHERS EXT.SHEATHING TO CONSIST OTHERWISE NOTED. MANUFACTURERS SPECIFICATIONS. - OF MIN. 1/2"COX PLYWOOD W/ - UNLESS OTHERWISE NOTED ROOF SHEATHING A MINIMUM 24/0 SPAN RATING. - PROVIDE BLOCKING USING SAME SHALL BE APA RATED SHEATHING,EXP. I,5/8"' EXTERIOR WALL ASSEMBLY NAILED WITH SD COMMON NAILS MATERIAL AS JOISTS OVER ALL THICK,32/I6`OR BETTER SPAN RATING. AT 6" SPACING ON THE EDGES(SECOND FLOOR PLATFORM BEARING WALLS WHERE THERE IS A WALL ^a li DOWN TO DOUBLE SILL) AND 12" SPACING ON THE FIELD ABOVE,AND OVER AND UNDER ALL BRAVED WALL PANELS AS NOTED ON - ALL DOOR OF WINDOW HEADERS �d - PLYWOOD SHEETS TO BE APPLIED THE DRAWINGS. IN EXTERIORWALL5 OR 2X6 BEARING FRAMING SYMBOLS - EXT. SHEATHING TO CONSIST HORIZONTALLY WITH VERTICAL JOINTS WALL5 TO BE (5) 2X65 W/ 1/2" PLYWOOD ! OF MIN. 1/2"COX PLYWOOD W/ JOINTS TO BE 5TAG6ERED A MIN. OF SPACERS UNLE55 NOTED. ALL HEADERS w wg 0 4 � A MINIMUM 24/0 SPAN RATING. 32" BETWEEN LIFTS(TWO STUD BAYS). -UNLE55 OTHERWISE NOTED, FLOOR IN INTERIOR 2X4 WALLS TO BE (2) 2X6'5 ❑ - WOOD POST DOWN - NAILED WITH 80 COMMON NAILS PLYWOOD SHALL SPAN ACRO55 SHEATHING SHALL BE APA RATED W/ 1/2" PLYWOOD SPACERS UNLESS NOTED AT b"5PAGIN6 ON THE EDGES THE BOTTOM AND TOP PLATES "5TURD-I-FLOOR",EXP. I,COMBINATION HEADERS SHOWN ON PLAN ARE IN THE ® - WOOD P05T UP AND DOWN a AND 10" 5PAGIN6 ON THE FIELD TO EFFECTIVELY TIE THE PLATES SHEATHING AND UNDERLAYMENT, WALLS BELOW THE FRAMING IN OUE5TION. Q TO THE STUD WALL ASSEMBLY., TONGUE-$-GROOVED,3/4" THICK, x - WOOD POST UP - MINIMUM 24"O.G.SPAN RATING. - PROVIDE 1`03TING AT EACH END OF ALL - PLYWOOD SHEETS TO BE APPLIED GLUE AND NAIL FLOOR SHEATHING BEAMS AND AT OTHER LOCATIONS AS HORIZONTALLY WITH VERTICAL JOINTS TO JOISTS. gHOWN ON PLANS. ALL PO5T5 TO BE - BEARING WALL BELOW JOINTS TO,BE STAGGERED A MIN.OF (3) 2X4 OR(�3) 2X6 STUDS UNLE55 NOTED 32" BETWEEN LIFTS(TWO STUD BAYS). SECOND FLOOR FRAMING NOTES - ALL DOOR OR WINDOW HEADERS - BRACED SHEAR WALLS(BEARING 8. PLYWOOD SHALL SPAN ACROSS - ALL POSTS SHALL BE CONT. DOWN FROM L IN EXTERIOR WALL5 OR 2X6 BEARING NON-BEARING) (D THE BOTTOM AND TOP PLATES WALL5 TO BE (5) 2X8'5 W/1/2" PLYWOOD THEIR TOP POINT F FOUND. , U to N TO EFFECTIVELY TIE THE PLATES - SECOND FLOOR JOISTS TO BE CARRYING "TRANSFER) BEAM. POSTS N TO THE STUD WALL ASSEMBLY. SPACERS UNLE55 NOTED. ALL HEADERS 9 I/2"AJS 20'S @ I6" O.G.. ARE 7YPIG LLY GALLED OUT AT THEIR BRACED SHEAR WALLS. PROVIDE (D y O IN INTERIOR 2X4 BEARIN WALL5 TO BE (2) SHEATHING ON BOTH SIDES. )-a � Z PROVIDE I I/4"OR I I/8" LSL, TOPMOST POINT. PROVIDE SAME LVL,OR 056 RIM JOIST 2X6'5 W/ 1/2" PLYWOOD SPACERS UNLE55 P05T SIZE BELOW ULE55 NOTED. PROVIDE O BY SAME MANUFACTURER NOTED HEADERS SHOWN ON PLAN ARE IN SOLID BLOCKING THROUGH FLOORS o )U- HORIZONTAL BLOCKING FOR NAILING THE WALLS BELOW THE FRAMING IN BENEATH ALL POSTS. TO BE PROVIDED WITHIN 48"OF AS JOISTS. QUESTION. w i Q cQ M OUTSIDE CORNERS OF MAIN HOUSE AND GARAGE. M - PROVIDE POSTING AT EACH END OF ALL t✓ - FOLLOW ALL MANUFACTURER'S BEAMS AND AT OTHER LOCATIONS AS MAXIMUM PAFTER SPAN STRUCTURAL DESIGN CRITERIA 2 +- RECOMMENDED DETAILS FOR S5HOWN ON PLANS. ALL P05T5 TO BE 5 N dj - PLYWOOD SHEETS SHALL BE NAILED INSTALLATION OF JOISTS. (3) 2X4 OR(3) 2X6 STUDS UNLE55 NOTED LUMBER GRADE AND > -TO SILLS, PLATES,STUDS AND RIM JOISTS z RAFTER SPECIES >'Z (cO W/8D COMMON NAIL5;6" AT PERI- Q SIZE - FIRST FLOOR 40 PSF LL C7 �p C METERS AND 8" IN THE FIELD. PLYWOOD - PROVIDE BLOCKING USING SAME ALL POSTS SHALL BE GONT. DOWN FROM a- 5-P-F S-P-F (5)` 15 PSF D� �O MATERIAL AS J015T5 OVER ALL THEIR TOP POINT TO FOUND.OR n SHALL SPAN TO EFFE THE BOTTOM AND BEAMS EXCEPT FLUSH BEAMS WHERE CARRYING (TRANSFER) BEAM. POSTS NO.2 NO.2 - SECOND FLOOR 30 P5F TOP PLATES TO EFFECTIVELY TIE THE THERE 15 A WALL ABOVE,AND UNDER ARE TYPICALLY GALLED OUT AT-THEIR 15 P5F PLATES TO THE STUD WALL ASSEMBLY. ALL BRACED WALL PANELS AS NOTED TOPM05T POINT. PROVIDE SAME P05T SIZE BELOW ULE55 NOTED. PROVIDE 2X8 II'-4" - ATTIC/5T0. 20 PSF use ON DRAWINGS(SEE DWG. A-12 FOR II'-II" 10 PSF job no.: WALLS ABOVE) 50LID BLOCKING THROUGH FLOORS BENEATH ALL POSTS. -- - ROOF 35 PSF date R io FED ARY eon v 15 P5F Scale As orev - UNLE55 OTHERWISE NOTED,FLOOR p 2XIO 15-2" 14'-5" SHEATHING SHALL BE APA RATED - EXT. WALL5 15 P5F OL drawn: �w "5TURD-I-FLOOR",EXP. 1,COMBINATION rev. SHEATHING AND UNDERLAYMENT, - INT. WALL5 50 PSF OILI�'-6" I6'-q" TONGU GR 2XI_OOVED, 3/4" THICK, - DEGK5/PORCHES 60 P5F rev. � MINIMUMM _2 4"O.G. 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ASSOCIATE S A( 6 school street a s08.42 rchite a scdate.5304 com a € Ostervllle, Massachusetts semmee=lu .srl�U4aW s5 cotuit, ma otr�s info@architechassoaates.com rellm—&V-9/6Ml-F.506,W100 A Structural Details architectural design architechassociates.com u N IN`- FALL RISERS COVERS TO PIPES TO BE LAID LEVEL FOR ° w VVI'. 1-11N G" OF FINISH GRADE 2' OUT OF DISTRIBUTION BOX 2" LAYER' OF DOUBLE WASHED PEASTONE w Q (515 E PLAN VIEW FOR LOCATIONS) OVER 3/ " - I I/2" DOUBLE WASHED STONE WATER TEST D-BOX FOR LOCUS LEVELNESS * FLOW INSPECTION PORT Q EQUALIZATION (SEE PLAN FOR LOCATIONS) 0 cn o EL. 3: .0_ - - - - _ EL. 38.0 EL. 32.8 EL. 31 .O ' 28 g (n T.O.F. @ 4" SCH TOP EL. 29.7 / n EL. 40.0 �' �r.11 4o PVC 40 PVC @ cn 4" SCH 40 PVC 30 / � 11 14° .........� (G) 5C)O GAL. PRECAST DRYWELLS F 00 35.00 29.83 BOTTOM @ EL. 27.00 INSTALL GAS BAFFLE 3 0.00 IN OUTLET TEE 34.75 29.00 REMOVE ANY IMPERVIOUS MATERIAL ENCOUNTERED FOR A RADIUS AROUND THE SAS REPLACE WITH � INSTALL TANK D-BOX CLEAN MEDIUM SAND. _DEEP OE35ERVATION HOLE LOGS ON G" LAYER OF CRUSHED 5 - 1500 GALLON PRECAST STONE DD-9 32 DATE: 02-24-201 2 P- 1 3553 5 � TEST BY: D. MEYER,R5 * C5E 5EPTIC TANK (2) INLETS ® Y ♦ WITNESS: D. DE5MARA15, HEALTH AGENT BOTTOM TH @ EL. 22.0 PERC RATE: < 2 MIN. / INCH / s�♦ / DEEP OBSERVATION HOLE #I EL. 39.7 34 / �/ /> DEPTH SOIL SOIL SOIL COLOR 501L i DESIGN DATA o� FROM OTHER SURFACE HORIZON TEXTURE (MUNSELL) MOTTLING 0" - 10" ^ LOAMY SAND I OYR3/2 PERC (56" - 72 ) DAILY FLOW: (5) BEDROOMS x I 10 GPD = 550 GPD ;/ �♦ • ' �oPc,�� 10" - 38" B LOAMY SAND I OYRG/8 24 GAL. IN 5 N 'N. SEPTIC TANK: 550 GPD x 200% = I 100 GPD "c. �IQ v i ` TH # -- - - 38" - 132" C MEDIUM SAND 2.5YG/4 USE: 1 500 GAL. PRECAST SEPTIC TANK j �� ` ♦ //' ` 28 DISTRIBUTION BOX: DB-9 (w/2 iINLETS) 1 )� r FEP OBSERVATION HOLE #2 EL. 39.7 SOIL ABSORPTION SYSTEM: ` - ' I ` \i.,<#6 DEPTH USE: (G) 500 GALLON PRECAST DRYWELLS SOIL SOIL SOIL COLOR SOIL FROM OTHER LINED w/4 OF DOUBLE WASHED STONE �'`` ,� T` ✓ 1 1 SURFACE HORIZON TEXTURE (MUNSELL) MOTTLING � CAPACITY: - 0 i -A LOAMY SAND I OYR3/2 _ e-� � O - I O 51DEWALL AREA: 1 44 x 2 x 0.74 = 2 1 3. 1 GPD / c r#� L� t, 1 0" - 38" B LOAMY SAND I OYRG/8 r v 38" - 1 32" C MEDIUM SAND 2.5YG/4 BOTTOM AREA: 59' x 13' x 0.74 = 5G7.G GPD ,: /1 �� 1 I ao - TOTAL: 780.7 GPD ' ��� �" (A fJ" 6T 1� ) y y' 3G / ♦ D DEEP OBSERVATION HOLE #3 EL. 39.7 o / PROFOc'D 1500 GAL. PRECAS SEPTIC TANK DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER ` /' / INVEP,T IN @ EL. 34.00 // ��O // � I SURFACE HORIZON TEXTURE (MUNSELL) MOTTLING INVEP,T OUT @ EL. 33.75 , 0 , oil - 1011 A LOAMY SAND 10YR3/2 - ..� Q 1 0" - 39" [3 LOAMY (55" 69'i LOAMY SAND I OYRG/8 ' - Q�-°Qo • 38" - 1 45" C MEDIUM SAND 2.5YG/4 24 GAL. IN 6 N! N. ' • I EXISTING DWELLING, / �O • ` ` 1 TO REMAIN �� /' ` �j`�� 32 T.O.F. @ EL. 40.0 ,� �" ,C- �/_ ` �OQpO�.� L LIMP 0F35ERVA'_ICjU Hnl F_ #4 F! 39.7 _ i Z ri_ _._�501 L 501 L SOIL COLOR SOIL U_ _- i 38 � \O IrJs . �L ci_ 51: UT :r � L roU:�r s1�,B-- F RO fv/I HORIZON TEXTURE OTHER SURFACE (MUNSELL) MOTTLING ` � �g:r " 3b.o INVERI @ EL. 34.50 oil - 1011 A LOAMY SAND I OYR3/2 ` • • •/ / Al \ 10" 39" B LOAMY SAND I OYRG/.5 - 145 s 610 38" " C MEDIUM SAND 2.5YG/4 4� '�� EXIST. 5EPTICF�r� �}� PPIOP05ED _ �Z. ^� TANK -�- TO BE ADDITION--� / REMOVED INSTALL CLEANOUT - 0 ' r' �/ ^ z,S � IG��j G 1 IN GARAGE SLAB--- 00 ' ♦ U"I INVERT @ EL. 39.00 11 1) /' ♦♦ / IDEEF' 0155ERVATION HOLE LOGS •' h� / DATE: 05-24-201 2 P- 13G5G 38.8 4 /39.2 TEST BY: 5. RUMBA,RL5 * C5E �O ♦ // +39.2 / WITNESS: D. DE5MARA15, HEALTH AGENT / GENERAL NOTES PERC RATE: < 2 MIN. / INCH ,lgp-� ♦ ' 0� QUO Q'Q� �h � ♦♦ / 39. I+ / ,��• ♦♦ ♦ / 1 . SEPTIC SYSTEM 15 TO BE INSTALLED IN ACCORDANCE WITH 1ELf OBSERVATION HOLE #5 EL. 33.0 , ♦ >' .� 3 10 CMR 15.00: TITLE V ♦ 2. TH15 SEPTIC SYSTEM 15 NOT DESIGNED FOR THE. USE OF A DEPTH SOIL SOIL SOIL COLOR SOIL �• 39.4 OTHER _ � ` ♦ / PROPOSED � GARBAGE DISPOSAL. FROM HORIZON TEXTURE (MUNSELL) MOTTLING TBM = EL. 40.4 - "- _„-;_! 39.5 `�.` SURFACE ♦ / ADDITION 3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LANE DETERMINATION. TOP OF CONCRETE + /�( 4. CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE TO DESIGN Oil - g� A SANDY LOAM PERC (36" - 54"; ,�' 39.4/` i B LOAMY SAND I OYRG/8 BOUND 39. I+ •' +3-D !; �` / + `sue PROPOSED 38 ENGINEER FOR ANY REQUIRED INSPECTIONS. 8" - 30" 24 GAL. IN 5 M! J. PORCH 5. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF AN 30" - 132" C MEDIUM SAND 2.5YG/4 --- - * ,-- " •� 'y'" UTILITY, ABOVE OR UNDERGROUND, PRIOR TO AHY EXCAVATION 39 5 39.7 +39.7 /`` OR CONSTRUCTION. DEff OBSERVATION HCL E #G EL. 34.0 ,. OTH #1 •, DE"'TH SOIL SOIL SOIL COLOR SOIL 40.4 �,�' 4, �%% �/ '�39.I 1 OTHER i' ,' 39.6 6MTH #3 SURFACE HORIZON TEXTURE (MUNSELL) MOTTLING ' 011 - 811 A SANDY LOAM 8" - 30" B LOAMY SAND I OYRG/8 , TH#z 30" .. 1 32" C MEDIIJM SAND 2.5YG/4 i +39.5 ` .7 . - +39.7 ,%;� - S i T E 5EW&' E PLAN TH #4 DEEP OBSERVATION HOLI_ #7 EL. 34.0 / e ; DEPTH SOIL SOIL COLOR 501E � 39'9 ' /-' ' '� FOR FROM SOIL EX OTHER + , :" 134 WIANNO AVE. , 05TERVILLE, MA HORIZON TEXTURE (MUNSELL) MOTTLING 39.4 / ,o SURFACE 1/ /•' ' PREPARED FOR 011 _ 811 A SANDY LOAM PERC (36" - 54"; /`,>'� 8" - 30" B LOAMY SAND I OYRG/8 24 GAL. IN 6 M N. O / �,� ,• R HARRY TAYI.. R 30" - 1 32" C MEDIUM SAND 2.5YG/4 "' ,� , t"1H aF SCALE: DATE: DRAWN BY: 1 - 20 02-24-201 2 TMW 3 i ss - s ...iv , i, ��� DA 'N G v JOB NUMBER: REV1510N: SHEET NUMBER: Ersw. SP-3 39.7 ; l o UMBA �. � ,p. 6�A I 1 -044 OG-01 -20 !DEEP OBSERVATION HOLE #8 EL. 34.0 . �" .3579111 t�'a. 91,� DFRO�1 SOIL SOIL SOIL COLOR 501L OTHER �/ FA E HORIZON TEXTLJRE (MUNSELL) MOTTLING WE LLE R * ASSOCIATES ,c'p0 ,p 5UR C �� IgND R � qN TARtt� I G45 FALMOUTH RD., SUITE 4C -�- P.O. BOX 4 17 CENTERVILLE, MA 02G32 011 - 811 A SANDY LOAM .- - �. 2 WINDY WAY, #232 NANTUCKET, Iv1A 02554 811 - 30" B LOAMY SAND I OYRG/8 39.8 .- -� �Z. �� C MEDIUM SAND 2.5YG/4 �� i `( TELEPHONE * FAX: (508) 775-�.:)735 30" - 132" EMAIL: trt5weiler@comca5t. iet NOTE: NO GROUNDWATER ENCOUNTERED IN ANY OBSERVATION HOLE REGISTERED LAND SURVEYORS * ENVIROP�/IENTAL CONSULTANTS Traverse PC