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HomeMy WebLinkAbout0143 INWOOD LANE - Health 143 Inwood Lane Centerville A= 225-027-001 No. !Y .�. Fee-1 THE COMMONWEALTH OF MASSACHUSETTS Entered in co ter: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Misposal'6pstem Construction Permit Application for a Permit to Construct()( Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. w�-s; Hy.�.�.�.,r roer- a�.v,�n�u•a�-r-.ccsc�r� i.ciK� Assessor's Map/Parcel 3 ✓•� ao 1o;'V, AtA .?-/ Installer's Name,Address,and nTel.No. �^ ` Designer's Name,Address,and Tel.No. CpJ�� � 576 ✓JG - C��7S✓ .L/.t<�sl o��LYO PE' -SO - 2 i�•2ST7 Type of Building: DwellingNo.of Bedrooms �' I of Lot S ze '� `>3 6 aC Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 8 80 gpd Design flow provided 3'd 8 gpd Plan Date -,/L l3 Number of sheets / Revision Date Title �RpPOSc-�} 79/tG ,aC6s�G aS'y�7'c�l Size of Septic Tank bwoo /ek/' Type of S.A.S. espfi`ssr y-7�� 5 Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code a of to place the system in operation until a Certificate of Compliance has been issued by this B f th. Signed Date d/ o Application Approved by Date ,22 Application Disapproved by Date for the following reasons Permit No. 2.U 1 7 —G (A Date Issued �- � 1 E �No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:_( PUBLIC HEALTH DIVISION - TOWN-OF BARNSTABLE, MASSACHUSETTS Yes Rj> S } p 4plicati= for �Bisposaf pstem Construction Permit \; Application for a Permit to Construct()6 Repair( ) Upgrade( ) 'Abandon( ) Complete System ❑Individual Components Location Address or Lot No. /4/9 /N'Voa G,,9./E' Owner's Name,Address,and Tel.No. ldE.fi N�i9 v�/i�T i°a�°T C1e'A 7?Z✓kaN F Aew-;s 1AIAZ � Assessor's Map/Parcel 2,5"' pL�- / .? 3 j v; STD v i'U�viT IC � C . l� �^. ,�asro� mQ oa.l9 41/3 S'f/GS Installer's Name,Address,and Tel.No. Designne 's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms 8 Lot.Size aC sq--& Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flo w`(min.required) 880 gpd Design flow provided b"dS gpd Plan Date 3//- "7 Number of sheets / Revision Date Title �ROPos SE49/PG �l6G2�<AG +sy,sTo�r Size of Septic'pank Type of S.A.S. Description of Soilr—, iwz .... Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: - The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in —accordance with the provisions of Title 5 of the Environmental Code a -not to place the system in operation until a Certificate of Compliance has been issued by this B ard-of 'nth. Signed Vl. Date Application Approved by q Date j* Application Disapproved by d Date for the following reasons Permit No. ` G ( Q Date Issued d i THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTI Y,that the On-site Sewage Disposal system Constructed(�O Repaired( ) Upgraded( ) ee Abandoned( )by at has been constructed in accordance / with the provision Title 5 and the for Disposal System Construction Permit No. tl 3" � dated 3��a/ Installer "=� Designer ,(IAJt f/ !'ml% CJ Pam` #bedrooms Approved design flow ,F 8 R. 7 V gpd The issuance of this 1pe it sh ll not tIbe.construed as d guarantee that the syst will func n d 'e g ed. _ Date (!�//' ��/ Inspecto No. Q 13— U Fee � ) THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Bisposal 6pstem Construction Permit Permission is hereby granted to Construct(x) Repair( ) Upgrade( ) Abandon( ) System located at /V,j 1 dd,4 C q/lam 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. Provided:Constructi n must a completed within three years of the date of this pe�T; Date 3! Z i Approved by �V^-` 08/01/2014 13:02 5084579717 FRANCISCO_TAVARES PAGE 01/01 Town of-Barnstable i Regulatory Services r Richard V.Scam,i[taterima D rector MAK 16�q. ' Public Health Dmsilov. Thomas lh[cKeate,DirectDr 2'00 Main Street,B'y'=Ki MA O2601 Ofrc' 508-862-4644 Fax: 508-790-6304 lfitsta�a4z gDe� er Certiiscatiiom ox�mt ? al 1,F1 Sewstge pannlc# Desrignem t.p $installer: A.t$dlress: �� a 20� Address: I- e 5b V J }. on 1..2h} c'�� was (d a ...` issued a permit to in l i a ) (installer) septic system at N3 y�7wa based on.a design drawn by (address) L,A_ dated r (designer) \Z._ T certify that the Septic system ref ereticed above was installed substutially according to the design, �rhich may include minor approved char).ges such as lateral relocation of titc distribution box and/or septic tame StriP out (if required) was irimpectcd and the soils were found satisfactory. „ .T. certify that the septic systctu refvreaced above was installed with major changes (i.e. greater than 10'lateral,relocation of the SAS or any vrtieal relocation of any component of the septic system) but in accordance with State �_, Focal Regulations, flan revls�on or certified id wrist ac designer to follow. Snip out(if retluuitcd)was in.5pected and the soils were founcl satisfactory_ T ocrffy that the system.referenced above was constricted in co a with the terns of the DA approval letters(if applicable) i!, ,1t �w (.[n, s Signature) T.Designer's Signature) (l�tfix De5.1 ere) i E RETURN TO BARN—STABIX, RUDLI1C HEALTH IllWISION. Cl�'1G'�>�CATE FC'UmPLji TCLi WELL. N¢D$ 7gE ]IS�STJIC+IID 1[IN'1"EL BOTH TiUS y±9RM OM �4- a�Fi-11' CARD ARE REC TD T8y T>lif�I��tN LE FURL G RK41T H LD S Alr>K �U. E '� � m Q:�Ccpticlt�signcr Ccrtificati�n Fnrret ttnv 8-14-i;i.dna 1 - - Town of Barnstable Regulatory Services Richard V. Scali,Interim Director Public Health Division '0'Fc►aa+1' Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: zi i Sewage Permit# Assessor's Map\Parcel Designer: 1tj:c -T. Installer: �i�✓�► S Ci4�� ���c�� �°'��5�� Address: 201 Address: f a 00k �� d 6reusA-rr -i%,A oL(-31 On 3 >3 Glwc=e),'POGy/12:�PCINrS Comas issued a permit to install a (date) (installer) septic system at 1�"13 InV300 i Ln , based on a design drawn by (address) dated 13110/13 (designer) y 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. Strip out (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 Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in co a with the terms of the IAA approval letters(if applicable) VF UNDA J. (INTO (Installer's Signature) t esigner's Signature) (Affix Designer ere) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION: CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND A BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISIO - THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doe � r I I j V I 1 I I I I ' ® 1 ��� �' I nil I e L Ux � I _-__---....___._ —.—._.--- ................ —...... —. ----------- _._._- _ g.—__._ ' _.-...__ A � - - 0- O O ooa � , L 6 L. ---------------------- W DSECOND FLOOR PLAN oe viers reeeu co roe: INKERRE5IDENCE BREESE dRCHITECTS OaI C:03.ia.13 143 INWOOD LANE, I Beach$t. Vineyard M""MA 02566 �• p HYANNI5POP.T.MA 02672 "M.693.e272 P 9M.6%.9996 ��wl�®a«w.•n,en.. ............ ................... ........................ ............ --------...................... .................... ..................... --------------- ............... ........ ................... .............. .................................... ......... 0 ................................. D'.--1 IAPtD fOF.: BASEMENT FLOOR PLAN I NKEK RESIDENCE B R E E S E aRCHITECTS j-FAII-.-1 13 1 143 fNWO00 LANE, I I 5—h 5, V—ya,d haven,MA 025C5 HYANN15PORT,MA 02672 5h 5H SITTING ROOM b � � iV MECH. 0 BATH CABINET d 51TTING ROOM FIRST FLOOR PLAN 1 soli:un^=r-a• I I p I POOL HOUSE -; INKER RESIDENCE ® 03.18.13 FIRST FLOOR PLAN ' xvnnu�s roar.M.+ 5c,u.li:;"=r.a^ TOWN OF/ BARNSTABLE LOCATION �y� _ZAVCL�1 Palle- SEWAGE# c;?q p)7J VILLAGCg "'j�ASSESSOR'S MAP.&PARCEL 7 INSTALLER'S NAME&PHONE NO. N� cep T itlC SEPTIC TANK CAPACITY q� ® •� �����'y�'"O // LEACHING FACILITY:(type) p �,� jO 'f (size) NO.OF BEDROOMS OWNER le I PERMIT DATE: �� ��� COMPLIANCE DATE: Separation Distance Between the: ! Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on` site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY " r JA �fottse 6 O ly Y L o. Moro Town of Barnstable P# F9_3 Department of Regulatory Services uaT,►.r� : Public Health Division Date ^ lnel, � h1� 200 Main Street,Hyannis MA 02601 r , Date Scheduled / Time Fee Pd. ` C Soil Suitability Assessment for S a e Disposal Performed By:_ Witnessed By: LOCATION& GENERAL INFORMATION Location Address Owner's Name InL', lt}3 �nwood lx,. Address 41 VJ e S+ RJ Dnr11 g tl�r{- Assessor's Map/Parcel: Pt,P ag5- Engineer's Name acels a1-I, 21 2, 1-1-3 NEW CONSTRU ON ✓ REPAIR Telephone# So`s- )-"1 Lt—,"13 4—J Land Use ec�1 ��1 Gi Slopes(9b) n , � Surface Stones t�1 C Distances from: Open Water Body >'`�QC.1 ft Possible Wet Area N)A ft Drinking Water Well N j ft Drainage Way 1 ft Property Lineft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands In proximity to holes) TP- i Parent material(geologic) GLU �}, �uS n Depth to Bedrock >_ 100' Depth to Groundwater. Standing Water in Hole: NIA Weeping from Pit Face I Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in, Groundwater Adjustment ti. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level-.,.,a, PERCOLATION TEST Date, Tlme.� Observation _' Hole# Time at 9" Depth of Pere Time at 6" Start Pre-soak Time @ (),010 — lime(9"-611) End Pre-soak ti Rate MinJinch L'/'�•� 1 tnGr\ Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- J" ***If percolation test is to be conducted within 100' of wetland,you must first notify the 5 (� Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEP-OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stricture,Stones,Boulders. rConsistency,%Gravel) 130 "I3_ C DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsi ten % rave r� ESL 2.311 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. i toGravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. r , Flood Insurance Rate Map: / Above 500 year flood boundary No Yes .✓______ Within 500 year boundary No 7'/ Yes ' Within 100 year flood boundary No, Yes Depth of Naturally occurring Pervious Material Does at least four feet of naturally occurring per ou&material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? _. Certification I certify that on ZAo (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required trai ng,expertise and experience described in 310 CMR 15.017. Signature w Date 3 SI I Q:\SEPTl0PERCFORM.DOC MAY/28/2013/TUE ' 0: 13 AM C.0.M.M. Fire Dept FAX 11o. 508-i 60-2385 P. 001 10 `\ GENT ERVILLE-OSTERVILLE-MARSTONS MILLS FIRE DISTRICT DEPARTMENT OF FIRE-RESCUE &EMERGENCY SERVICES 1875 Falmouth Road, Rte.28 Emergency Number: Centerville, MA 02632-3117 9-1-1 Business: (508) 790-2375 John M. Farrington Facsimile: (608)790-2385 Fire Prevention/Administration Chief of Department Facsimile: (508)957-8239 Dispatch Center FAX COMMUNICATION MESSAGE DATE: 411y.hL 1. *t- in -�t- TO: IkAJAtQ� ATTN: FROM: L Pb 41uj( Aj W-0�ij WE ARE SENDING �tt}D---- )PAGES: INCLUDING THIS GOV1=R SHEET. PLEASE CALL(508)790-2375 IF YOU DO NOT RECEIVE THE TOTAL NUMBER OF PAGES. CONFIDENTIALITY NOTICE; Thls fax transmission may contain confidential information belonging to the sender and such en named above. Andisclosure, i �on is I It a and is intended onl tar fhs use of the individual or tf co 'n , nform2h age y priwteg d y n Y PN 9 distribution or d°sseminatlon of this information or the taking of any aetion based on the contents of fhis communication is strictly prohibited. If you have received this transmission in error, please notify us immediately by telephone and return the or:gir it transmIsslon to us by mall or de;lvery at our address above. We shall oover the cost of return mail. Thank you! MAY/28/2013/TUE :0; 13 Ali U.M.M. Fire Dept FAX Ilo. 508-"60-2381- P. 002 ^� The ComnwmveaUh of Kassachusetts Department of Public Safety 1 l 58(0 527 CMR 4.00 Form I Application for Permit, Permit., and Certificate of Completion for the Installation or Alteration of Fuel Oil Sm-niing Equipment and the Storage of ltel Oil Centerville, Osterville, Marstons Mills (City or Town) Oate) Permit #'a: FD 5 1 Elec. FDID #: 01920 . Fee Raid: $_�;apx, Owner/Occupant Name: V� ,i -T~�/�� Tel.#: Installation Address: � �,, i&nd Serviced Floor or Unit #: CI Heating Unit .❑Domestic Water Heater a Power Vent �9 Other " !! h?INd�f j�e Leh Burner: U New ❑E fisting Q Location: -- _-- Trade Dame: Mfg: pe: _ _ _ Model# or Size: Nozzle Size: Fuel Oil Q Kerosene ©waste Oil Storage Tank: a New 12 Existing. Location: :Z, 49 Ch - Type.: Capacity: 1000 -gallons No. of Tangs: OA7 V. Special requirements (or additional safety devices) Q OSV Valve ❑Oil Line Protected n Sheet bock Ll Sprinkler AFUE: Ip yes n no EF:LI yes❑no (Furnace and Boiled Water heaterl Co. Name: _rQ h L� A "t..o4- Tel.# 6/ )-4,6� -a Address: 1! o sc-�, z� - -/ City: L/S Zip: Combustion Test: Gross Stack Temp.: Net Stack.Temp. W,'61-)3gq'-)�13 _.C.02'Pest -Breech.Draft: . ���_ .�.C3a�0o$0 S` Smoke: Overflre Draft:_.._. _ _ Efclency Rating %: - I, the undersigned certify that the 3tistall6tion of fuel burning equipment has been made:in accordance with M.G.L. c. 148 and 62T CMR 4:00 currently in ciTect. )i urtliermiore.this installation has b=-tested in accordance with such requirements, is now in proper operating condition and complete Instructions as.to its use and maintenance have been furnished to the-person.for whom t$e installation.(or alteration)was made. Installer: h 1'e �y 116 PrUd Name Cert of Comp.# Stnature(no sta . ) Address: • A Once sign a Bre de rite is a P storage and use•of oil u ig eq /pm nt. Approved by: FV Date: REFER To C t;KLiST ON REVERSE SIDE Form Dlstrlbutkm:White:Fire Dept.(Application) Yellow:Installation(Permit To Store) Pink:Instalor(Permit To Install) . TWO form approved by the SWe Fire Marshal myd provided murtasy oT the Mass.co Heat couna Fenn deson in NCR by Cotuik and COMM Fire Depi9, Jttty 1,1996 PERMIT EXPIRES 60 DAYS AFTER ISSUE DATE. ) ^ D No. vlb ., , -- Fee � — 0 Z/"- THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplication for aigool *pgtem COngtrUction permit Application for a Permit to Construct( ) Repair XV Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 143 _Tf 1 W p0A L-A ne Owner's Name,Address,and Tel.No.R-wr+ te,r w fl,ST 41 0,vta) f o&,( 2 3 Assessor's Map/Parcel Z-Z cS A-7� 0 2`� _p 001 CC,-Z- -3 p Installer's Name,Address,and Tel.No. C / Qtrl� Designer's Name,Address and Tel.No. �L (�I` � 1�� �cfl3U44 , Type of Building: Dwelling No. of Bedrooms Lot Size (00,5 pp± sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures 1\Design Flow(min.required) 1 r-� 1 O gpd Design flow provided 991. Z gpd Plan Date 1 O^- — 2 0 to Number of sheets I Revision Date Title ,y &,, Size of Septic Tank 2!�Qpp Type of S.A.S. Description of Soil Nature of AlterationsReepair � ((Apswer when applicable) Getz ,00 !)Ayl z4--i o yz- 17 '\'J cw Date last inspected: '2.0 t.0 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 not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed V Date [ Q , �7— 2ACt--, Application Approved by Date &— 7^ ;2c)10 Application Disapproved by: Date for the following reasons Permit No. 02 0 j 0 s 0j Date Issued W-7 s _ Q No. -9c)16 —_..� B Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE; MASSACHUSETTS Yes I- Application. for Digo.5al *p,5tem Congtruction 'Permit Application for a Permit to Construct( ) Repair 1* Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No t(} 2) 1 n WOt� (�q n� Owner's Name,Address,and Tel.No. l7 Assessor's Map/Parcel Z,J a ^l30 Gp">r.. p 03 l �J• i a t T Installer's Name,Address,and Tel.No. 6Ve0 10* ��. ��SF Designer's Name,Address and Tel.No. tfu'-s,9"-c�'�.�1�`� YVIA ta..�tfLcC.�r.�i+ ✓j/#� Type of Building: r /",� Dwelling No. of Bedrooms Lot Size tpA�, 00t sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures r p Design Flow(min.required) 1_1 Q gpd Design flow provided rJO(J, 2. gpd Plan Date t Q— 1- -14 O t o Number of sheets t Revision Date Title Lk- j &wa)o€�xll Size of Septic Tank A.ppp Type of S.A.S. Description of Soil Nature of Repairs or Alterations(A swer when applicable) N 7-QOQ 'j -1 U (r;117 4,- t a 17 1�01 �v IS'C uuQ, c C I Date last inspected: ?-0 to Agreement; f 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 not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date 1 a - -7 io{� Application Approved by C Date ��" 7 — .2,ci td Application Disapproved by: Date a. for the following reasons Permit No. '9 d j 0 -' Date Issued ( -7 r THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO CERT FY,that the On-site Sewage Disposal System Constructed ( ) Repaired (A Upgraded ( ) Abandoned( )by l k l p r.,c S uc_L at L/ „jj2Q („sgh,P {��� ( has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. pFt olo q 0 1 dated 10 -7'►V Installer C1l C IA1411� C "� �•� Designer GX&y^,,;- pP g _ gpd #bedrooms � Approved design flow The issuance of this permir shall not eJconstrued as a guarantee that the syste- will fund' de g' nett. Date / Inspector No. C/01 Fee _ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS Mwigpogal *pgtem Construction Vermit Permission is hereby granted to Construct ( ) Repair ( �-) Upgrade ( ) Abandon ( ) System located at k L, 3 _/t w o o A (.�/�.-t, Lele��A r,,.'5 R and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date 'p ` t Approved by Town of Barnstable P#_ l 3 6 Department of Regulatory Services RARNSUBM : Public Health Division � � Date d 'i1rfnraea►`6� 200 Main Street,Hyannis MA 02601 Date Scheduled -1 Time-lik- N Fee Pd. ldv Soil Suitability Assessment for Sewagepisposal Performed By: �. 0J ,- 1r leBP 4-Jo ITCs Witnessed By; � LOCATION& GENERAL INFORMATION FLocationAddresslJ'"13 j70woo Owner's NameCeKkr111/eAddress ssessors Map/Parcel: a�S— W 7-001 Engineer's Name C w,de f-5C Bnbta4, n' NEW CONSTRUC/TION REPAIR Telephone# ,SO 8- Z7 3 —0 3 7 7 Land Use {'���Xt__ -4 I�(U\Ajyl Slopes A� ,J Surface Stones /�{ ;A-t. Distances from: Open Water Body ;>1(16 ft Possible Wet Area (1t, � ) ft Drinking Water Well ft Drainage Way ft Property Line ? �Q — Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands 1'n proximity to holes Parent material(geologic) ' .- C Depth to Bedrock Depth to Groundwater. Standing Water in Hole:_ U41 Weeping from pit Face , Ai c✓1 t Estimated Seasonal High Groundwater > 13 2 DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: 'DVCCIF-6�� Depth Observed standing in obs.hole: (3 2 Depth to weeping from side of obs.hole: in. Depth to soil mottles: in Index Well# In, Groundwater Adjustment Reading Date: Index Well level Adl,factor fr. - Adj,droundwater level PERCOLATION TEST bate 0 'I'tlne L(i N1 FPre-soak Time at 9" 6 4 ' Time at 6" Zd'y e @ �d a.q Time(9"-6") 7 �Q_ 39 — Rate Min./Ittch Site Suitability Assessment: Site Passed A Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one (1) week prior to beginning. Q:\SEPT0PERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# I Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,,Boulders. Consistencv.%Gravel) fin•—b4 �IN-5 G/q C,7, ES trK 6N he-131- G3 DEEP OBSERVATION HOLE LOG Hole# 2- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,% rave - � � L: 2 l2- o LIS i of G . 6Y-12v 6Z FS 9TV6 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Con i to c %Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones:Boulders. Consistencv.%Orayell F .ud Insurance Rate Map: Above 500 year flood boundary No— Yes ____ Within 500 year boundary No Yes - ' - - -- Witl;in 100 year flood boundary No.x Yes , Depth of Nahtraly Occurring Pervious Material Does at least four feet of naturally occurring pery ous material exist in all areas observed throughout the area proposed.for 1ne soil absorption system? If not,what is the depth of naturally occurring pervious material? Certificatio,i I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,a pertise and experience described in 310 CMR 15.017. Signature_ �� Date? ld fit) Q:\.SEPTICIP ERCFORM.DOC 10/05/2011 22:38 5082730367 470555 P. 001/001 Town of Barnstable Regulatory Services g, Thomas F. Geiler, Director MASS. Public Health Division i65 Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax. 508-790-6304 Date: 10'3^1 , Sewage Permit# Z°w - Assessor's Map/Parcel 22 5 -Fl^ra 1.7-0 Installer &Designer Certification Form 3 Designer: SG E��geneecil��, TinG Installer: Ca�Zwide- E�nf -(ectse—S EGG Address: 2 "Sy Ccon -c i hw Address: 1 EasA wc+re. ann M cz536 1�i� DZti�Gj Un f d'?� ?pl9 S��Ti�a En h (u was issued a permit to install a (date) (install r) eptic system at 1`I 3 -Xnwoock based on a design drawn by (address) �G tc dated. Deko�e c l , 2a 10 (designer) V/11I 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, than l 0' lateral relocation of the SAS AS 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 req i' nspected and the soils were found satisfactory. J�FIM1 L. � CMUi4 NIL a u � VI 1 CIVIL J (In Iler's Sign re) No :nbo7 esigner's Signatur (Affix esib�cr's mp Here) PLEASE RETURN O BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AS- BU11;T CARD ARE RECEIVED BY TIDE$ARNSTABI.E PUBLIC HEALTH DIVISION. THANK YOU. y�ul'lir�fnmcs\Qac�il�tCcnifi��liun 1'onll,doe Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 143 Inwood Lane Property Address Estate of Robert Walker Owner Owner's Name information is required for Centerville MA 02632 June 29, 2010 every page. City/Town 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: A. General Information When filling out forms on the computer,use 1. Inspector: W V only the tab key p to move your Patrick M. O'Connell cursor-do not Name of Inspector use the return key. Septic Inspection Services Co. Company Name r� 189 Cammett Road Company Address Marstons Mllls MA 02648 �nm Cityrrown State Zip Code 508.428.1779 S1 12855 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the : =' information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on siteD sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of 'a Title 5(310 CMR 15.000). The system: - ❑ Passes ❑ Conditionally Passes •® Fails,; [. ❑ Needs Further Evaluation_by the Local Approving Authority ;. A/ no June 29, 2010 Job# 10-163 I ector's Signatu Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****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-09108 Title 5 Official Inspection Form:Subsurface Sewage Dispos System•Page ,of 17 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments "t 143 Inwood Lane Property Address Estate of Robert Walker Owner Owner's Name information is required for Centerville MA 02632 June 29, 2010 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) 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 31u CivR 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•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 143 Inwood Lane Property Address Estate of Robert Walker Owner Owner's Name information is Centerville MA 02632 June 29, 2010 required for every page. City/Town 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 belowj: ❑ 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-09/08 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 143 Inwood Lane Property Address Estate of Robert Walker Owner Owner's Name information is required for Centerville MA 02632 June 29, 2010 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. ❑ 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 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_day flow t5ins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 '• \ Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 143 Inwood Lane Property Address Estate of Robert Walker Owner Owner's Name information is required for Centerville MA 02632 June 29, 2010 every page. Citylrown 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•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 5 of 17 Commonwealth of Massachusetts o Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 143 Inwood Lane Property Address Estate of Robert Walker Owner Owner's Name information is required for Centerville MA 02632 June 29, 2010 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): Unknown Number of bedrooms (actual): 7 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): N/A l5ins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 I Commonwealth of Massachusetts QR Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 143 Inwood Lane Property Address Estate of Robert Walker Owner Owner's Name information is required for Centerville MA 02632 June 29, 2010 every page. Cityrrown State Zip Code Date of Inspection D. System Information Description: Number of current residents: 2 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: Currently Occupied. 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•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 143 Inwood Lane Property Address Estate of Robert Walker Owner Owner's Name information is required for Centerville MA 02632 June 29 2010 every page. Cityrrown 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: Cesspool pumped 2 years ago. 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-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 143 Inwood Lane Property Address Estate of Robert Walker Owner Owner's Name information is required for Centerville MA 02632 June 29, 2010 every page. CityFrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 1930's Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): 1' Depth below grade: feet Material of construction: ® cast iron ❑ 40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): Depth below grade: 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: Sludge depth: t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts r Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 143 Inwood Lane Property Address Estate of Robert Walker Owner Owner's Name information is Centerville MA 02632 June 29, 2010 required for 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? Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 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 !Sins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 143 Inwood Lane Property Address Estate of Robert Walker Owner Owner's Name information is Centerville MA 02632 June 29, 2010 required for 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.): 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•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form - Not for Voluntary Assessments P Y 143 Inwood Lane Property Address Estate of Robert Walker Owner Owner's Name information is required for Centerville MA 02632 June 29, 2010 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.): 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: l5ins•09/08 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 143 Inwood Lane Property Address Estate of Robert Walker Owner Owner's Name information is required for Centerville MA 02632 June 29, 2010 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ❑ 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.): Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration One Over Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Brick Materials of construction Indication of groundwater inflow ❑ Yes ® No t5ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 143 Inwood Lane Property Address Estate of Robert Walker Owner Owner's Name information is required for Centerville MA 02632 June 29 2010 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Liquid level was found over inlet pipe, cesspool is in hydraulic failure. 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•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 14 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 143 Inwood Lane Property Address Estate of Robert Walker Owner Owner's Name _ information is Centerville MA 02632 June 29, 2010 required for --- -- —----- State Zip Code Date of Inspection every page. City/Town 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 • J `, J J J J J r Fence 46 83 „ � Commonwealth of Massachusetts D. a Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 143 Inwood Lane Property Address Estate of Robert Walker Owner Owner's Name information is Centerville MA 02632 June 29, 2010 required for every page. City/Town 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: N/A 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: Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 17 Commonwealth of Massachusetts - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments , 143 Inwood Lane Property Address Estate of Robert Walker Owner Owner's Name information is Centerville MA 02632 June 29, 2010 required for every page. Citylrown 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-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 J ©13�O I ,...-- .. E N { V 0 w IDENCE w INK ER t 143 I N WO O D LANE — i �_ a V - � t WEST HYAN N IS PORT, M — n: NEW CONSTRUCTION i S: PERMIT SET �; � o w = " N S ^y' -z 93 w 9{ 4 P ABBREVIATION LIST: DRAWING INDEX: ADJ. ADJUSTABLE - AO.O COVER PAGE A.F.F ABOVE FINISH FLOOR IN5UL. INSULATION ALT. ALTERNATIVE INT. .INTERIOR AO. I PROPOSED SITE PLAN ARCHITECT: ARCH. ARCHITECTURAL IT JLAM. LAMINATE JOINT B.P. BUILDING PAPER MAX. MAXIMUM MAIN HOUSE PETER BREESE BOT. BOTTOM MECH. MECHANICAL MFR. � MANUFACTURER BREESE ARCHITECTS, INC. CAB. CABINET MIN. MINIMUM A1 .0 FIRST FLOOR PLAN L. CLOSET M.O. MA50NPY OPENING PO.BOX 1 1 10 CENTERLINE - A I . I SECOND FLOOR PLAN I I BEACH STREET CLG. CEILING WA NOT APPLICABLE TISBURY,MA 02568 CLR. CLEAR N.L. NOT IN CONTRACT A1 .2 BASEMENT PLAN BER LLJ C.M.U. CONCRETE MASONRY UNIT NOT.5. NOTITTO SCALE A 1 .3 ROOF PLAN U o~C PH:508.693.8272 C.J. CONTROL JOINT O.C. ON CENTER n[ z O FAX:508.696.9956 COL. COLUMN O.F.I.C. OWNER FURNISHED, O W CONC. CONCRETE INSTALLED BY CONTRACTOR A2.0 ELEVATIONS 1 0 0 0 CONN. CONNECTION OPP. OPPOSITE E-MAIL: peter@breesearchitects.com CONT. CONTINUOUS A2..1 ELEVATIONS 2- < N Z office@breesearchitects.com COOP. COORINATE 0(DIAJ DIAMETER PL PLATE A2.2 ELEVATIONS 2 } 6�T 6 T PLYWD. PLYWOOD Ln _ DIM. DIMENSION P.T. PRE55URE TREATED DWG. DRAWING PTD. PAINTED A3.0 BUILDING SECTIONS I � w LANDSCAPE ARCHITECT: DN. DOWN RAID. RADIUS A3. I BUILDING SECTIONS 2 o z HoriP.O.B 914 i Inc. DR. DOOR REIN. REINFORCED P.O.Box D.W. DISHWASHER REQ. REQUIRED A3.2 BUILDING SECTIONS 3 EA. EACH R.O. - ROUGH OPENING A3.3 BUILDING WALL SECTION Falmouth,MA-02541 ELEV. ELEVATION R.M. ROOM EL. ELECTRICAL SIM. SIMILAR EQ. EQUAL SPEC. SPECIFICATIONS - CONTRACTOR: EQPT. EQUIPMENT 5TD. STANDARD A4.O BUILDING DETAILS EXIST. EXISTING STL. STEEL Sea-Dar and Associates EXT. EXTERIOR STRUCT. STRUCTURAL ,• FIN. FINISH STOP. STORAGE 2957 Falmouth Road 51 .0 FOUNDATION PLAN 2957 Falmouth MA 02655 FL. FLOOR T.B.D. TO BE DECIDED FL5H. FLASHING T#G. TONGUE€GROOVE FIND. FOUNDATION GUEST HOUSE - }- FRIG. REFRIGERATOR T.O.W. TOP OF WALL LLJ LLj SITE INFO: GA. GAUGE V.I. TYPICAL GALV. GALVANIZED V.I.F. VERIFY L_FIELD Gh 1 .0 PLANS = �_ ill VERT. VERTICAL A55E550R PARCEL: MAP:225 LOT: 1 8 2 GL. GLASS W. WASHER GH2 O GWB. GYPSUM WALLBOARD .0 ELEVATIONS N ZONE: H.B. HOSE BIB WD. WITH GH3.0 SECTIONS W — N a HORZ. HORIZONTAL - ¢ ni HR. HOUR W.H. WINDOW -1 - GH.S. I STRUCTURAL PLANS Z> LOT AREA: I.366+/-ACRES W.H. WATER HEATER - Ow U=1 U o N GARAGE G 1 .0 PLANS SHEET NUMBER: G2.0 ELEVATIONS AO . O G3.0 SECTIONS G.S. 1 STRUCTURAL PLANS , \ lil j r'I(pUNF Ir Lam\ 10\� E-4 to -1 it Iz IR Wit! it — o O ;.--'I.`�!,/ "I. w ryN't•G .! 1 , ROWAN ro / ,/,�- �R�epUk'1V �,; I/ fx.,•WORK UM/T zo \\ , %�f/ �;.fit`..: LLJ 11 1 - I I 1 A\VA LLJ A/NINGW41t v I `s�BACK UNE s O LL.1 t _ -�s/ LY_(�� i : I Lu "Co QP co LLJ L.I 1 1 PROPOSED SITE PLAN 1 PROPOSED SITE PLAN ale.I=zo-0 scale:1r=3a-o• AO . U , 5k Q� ........... . ................ rn 03 F­4 cLo\j 15,* ------------_----------- ........... ----------- ............................. i7 1 -11 E-4 Rcm Ira 2F-- -------- 4 a Aa.Q IL 7�5 I.._.. I I--- -- Aw 4, q m-I . ........... ---------------- co----------- ----------- ----------------------------------- m. L------------- ---------------------- L --------------------------------------------------------------4- ------------------- 6k----------------------------_ NI A3.2 DEN --,I CF=---L- NE - - ---- . 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I ��SECOND FLOOR PLAN i D ~ ^> 2 TYPICAL NNI5HED 5AMMEW WALL 2.1 A3.0 -11 CONCRETE FOUNDATION WALL A G 29'O -R-2 W WALL - -21 SPRAY FOAM INSUWiON -}•GYPSUM WALL BOARD (.D O H � u � u , 2oa• �'�' 4'-3' w3.B W s c u _______________________ UP ------------------------ ------------------------------------ a py O , I , , x � a ---'' N E r -v - > ----------------- __________ co r _ ________-__ ,' \ _ �'z � �- - - - '_--�---- 'I MULTI PURPOSE ROOM __ II it ; ai fil --___--, UNFINISHED BASEMENT f ice% u m W4 i UP r r \ ,T II it ti , i v , ; , 2.2 m A3.3 , UP -j'--"-------- ; _ i ---- mpg' - i B• - UTILITY ROOMW mN i i LL1 I'-2g 8 1'-14 N A3.0 A3.o o4 O � Z C 2.1 � � L DZ STORAGE In .,/ O O W 'r z � m Q A3.0 A3.o , r ; _______ _______________________________________________________-_ ____________ I 2.0 __________ _____ ________________________-______-____________________________________ _ g 3 2 D/ A3.3 Il rl A3.3 2B'-0• LL_. b O ` -- u— _ r ; i A3.3 - Z cY1 1 W - C LD 3 Q H Q U wMeoo \ A1 . 2 �j \BASEMENT FLOOR PLAN - _ 11 INTEGRAL GUTTER 5LOPV 12 DO - - - j o I ---------II---'----_Q - 3 II W n H _ ! �oLProsa I'I o 2y?v 111 rycCP I'I O", 1 Q � 7 I I I I I L 10:12 I � �I °, CPt i - cd m c_ I I q I I INTEGRAL GUTTER ¢p - � SIAPE 12 W 1p II 1 y o II I I LL I s I I i I W n l ROiENOSHIGGLEE WOVENSM E G Arc I I W U I I R I D E I m I 10:12 10:12 - I� CRICKET �3 1 I F- li I I ^ L j CHIMNEY '^ jp.12 5;1j�- 11 II a J C I I II o 1 hro I I I tip I . �I .¢y t� II .�• it L to:12 - 1 L---_- q!!PF N N 1 w 1 _ I 1 I I I ¢ I "o I t 1 1 — 2 I 1 I '1 G�m � yt roCProp lLl� l0 1 I INTEGRAL GUTTER sLOPe}:12 I I � 1 I W 1 � � f=----' !cC 1 INTEGRAL GUTTER Q C .......... .........._... _..-- 1 y 9C! I SLOPE}:12 L .! I n m ll_I H ui Lu------ g o I INTEGRAL CURER ............................ � -. o z 51OPE{1:12 5A 12 m 1� ^/ O z ___-- :12 rL 11 I �j = RUBBER MEMBRANE ROOFING Z Z Z k O1.B 3 m w INTEGRAL GUTTER 2` +` SLOPE�:12 V �c L 1/4:2 1012 10-12 1/4:12 1 ---------- I - i; I ii 1. m II d �- . II o ►L o II I. r y ` _ Ird l I F" 1/4:12 10 I 4 ~ U SnC[I xUMa[' P 7 ROOF PIAN _ A I . 3 ' w+e,a+•-ro D a � D Q I - --------------------------------------- RIDGE I-IT ... i _ _-- EL 31'-I0' _—_—_—_—_—_—_—_—_—_— __ —_— EL 281P .._ - — -- -- .— .._ .... ..... wocenT� _ I � -_. ............ ...__.. _ .. _ _—_—_ a I 0 � I � O V > I I a rm , - -_ _ —_ —_—_--_ _—_—___—EL 5ECAND FIR W ..-_ .. p_p• O _—_„ SECOND PLR LWR _—_—_—_—_ : __—_---_—_—_—_— —_— ___ _— EL 12-2 !�7 - I aL u m m Qj • I'f` WEST WING LIVING ROOM WING ftR _ _ _—_—_—_—_—_—_—_ [AST WING PLR _—_ 3 _—___—_—_—_—_—_—_— _—___—___—_—_—_—_—_—_—_—__ Lf UDATUMIEVEL-C---' I r 3 N�ORHIi ELEVATION-LIVING ROOM WING a3.D RIDGE Hi _—_—_—_—_—_—_—___— —_—_—_—_—_—_—_—_—_—_— —_RIDGE —__ _—__ _—_ —_—_—_—_—_—__ ___ —EL.31'-IP —_—_—_— — EL 31'•IP LU _ ..._ RIDGE HT - _ RIDG[NT 1 _—_—_—_—_—_l —_— —___ __—_—_—_—EL 28'-14—__ v . _—_—_—_— —___—_—_—_—___--- —_—_—_—_—EL 28'-IP ...._ I LU N N - — o INNER - I,... i. ....J.... .. ..i..... .... 1 111 I_ -- zZ uz) _ _ i- Rile _ }a �ouL uLl ........... - -_ — — - _—_—_—_—_—_—_—_—_— —_—_— - _ _ _—_ SEOON gFLR —_—___—____ ___—_— EEON DFlR _ S FLR LWR _—_— _ SECANDRRLWR __—_—_— —_—_—_—___—_—_—_— —_—_— _— ECOND —_—_—_—_— _—_—_—_—_ —_—_— —_— _EL —EL.12 .12'-22 —_ d i�-ILI ROD I F//1 U D] T L [1 u r; L I ,'kt I..._- �. IP.t SIr-- I� I O WEST KING FLR ____—_— Q _—_—_—_—_ _—_—_—_—_—_—_—_—___—_ —_—_ �IQ------------ IL •. WEST ELL � .4 P'r J —_—_ _—_—_—_—_—_—_— —__ - —_— �_—_—___—____ r--� LIVING ROOM WING FLR� • _i _�.�'= i LIVING ROOM WING RR YY __—_ —_—_—_—_—_—_—_—_—_—_— —_—_—_—_—_—___—_ I Eh PR EL Lu _—_—_—_—___—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—___—_—_—_—_—_—_—_—_ —_—_—_—___—_—_ LEVEI/�ATUM LEVEL IL-ELI—R! N _J O A3.0 A3.0 . � sn¢r xwsew 2 E T ELEVATION-WEST WI NG I NORTH ELEVATION-WE5T WING - O �. 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W/CLEAN GRAVEL A FILTER FABRIC IF REQUIRED BY 501L CONDITIONS R/L� es ALTERS @ HOOKS. A3 3 DG I fLL COMPACTED (ALTERNATE HOOKS) L 5U5GRADE (3)f4 CONT. }'PLYWOOD SHEATHING 2x 12 RAFTERS®I G'O.G. R-35 OPEN CELL FOAM IN5U - EAVE ASSEMBLY D INTEwOR BOARD ALASKAN YELLOW LEOAR SH 301 BUILDING PP1RR D Q �'PIYViDO0 5MCAm"G gg 1 EAK FRAMING <-A ROOF A550MBLY YEl10N LEAR SHINGLES 300 12 ILDING P�PEK A55EM%Y r ZNTEGRAL GURER AFTER OIG-O.C.ALA5RANYELLOW CEDAR 51 -' -'- -:� EN CELL FOAM INSUTAMON YJ30I BUILDING PAPER R BOARD PLYWooD snEAm1NG Imr EDGE FL-MING - j � L.L.C.INTEGRAL GURER T.O SUB.FIR PLATE+13'-Ij' rI -.-.-., TWIGN.SAVE TWM .� �' M,♦. DRIP EDGE F MING ... .. ^ - IV FASOA fRAMING C RATE 12'-1• ---------- 1 -r I'� - Ir-- i --- ' T G 50FPIT BM. .� -_.. 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FLAT ROOF AS` U -- --_- �'PLYWOOD 5F R-38 OPEN CEL / 12 1 K IITe"MICROL-LVL BEAM •WOOD LEIU W cc FLASHING _^ RUBBER MEMB ----- - - GALVANIZED J015T HANGER FAK A -1312 L J1 1 F T.O.PLATE®BEDROOM 2-22'-I• .. -------------- - --_ ---- ----------- ----------- -- --- --�Yu90D3H IL ,�^ ---_--- ------------- -- RAFTERS( O V 1 Ic SOFFR BOARD DRIP EDGE PIA. Q O lL z � cz O I , n LLJ _ F— ! o l r. —. > FASCIA I I -1 -_ ----- - - o Z T.O.PLATE®BEDROOM 2-22'-I'— — / — — �T ------------------ ---- --------------- ' ` � ;LI BLOCKING I Ix6 VGROOK TG SOFFIT BD5. ` I I Iy'\ TPILAL FREEZE TRIM. I �1 T.O PWTE®BEDROOM 2-22'-I' -�----- ---------------------------------- --------- BLOCKING — -- —� -- — JJ•• IT Ix HEAD CA51NG l°J — / WOOD neAD TwM i �tl � C 0 LID � -� �- A4 O 4, DETAIL B 4„ DETAIL C 1010 BIG FOOT W 2X I'FOOTING®4'-P BELOW FINISH GRADE 3„I. 251q' 3-Ok 13'S' 3'O�' 9'.P TOF OF 5ONO TUBE FLUSHED "'22 _ WITH TOP OF SLAB _ _ T•• 4 { - --------- --'-'-- -' -- ----- ---------- -- 1 - 100 BIG FOOT W - /- 2XI'FOOTING'9 4'-Cr - - 1 ______________________.(__ - \ BELOW FIN15H GRADE TOP OF 5ON0 TUBE TO BE '� E -- ADJUSTED TO ALLOW FLUSHED CD O 42'-11• • oN� : r _ ---------- --- -- J2q3 ff fij!l!`i ff ffJ/P1fI f,jji Ii`� BEM]-0f/1 i f ff fj f_ SUB-FLOOR W. N6 FINISH DECK Wm IST FLOOR 2.3. ___----- 4----------------_--- f -r-------- ----------------;i - ;--------;- ---- ------- ipV -------------------- iI!!; -A - IIl lIiIl j I 1.1 POCKET _,___--____-_-_____ • r , - t,_____________-______________-__ . pa r' ;I;-- - Ii•.i If w _ i I , I l _ I , I I uw�w ..ww - - ..tee I _ - I TG• ! ii II; ;11 I11 W I ]' III i r I , - _---__- , iiiIi!I!iIiI I Ij!'lI _T - s___ J' . ------------- I =- ------- - _-_ = -_ f __ _ i I II• I 4 ri iii �� jl I, j = I � I In FIREPLACE 'j ;lj i T.C.5Wi-7'-2- I i % % FOOTING ! a 34.0 LA1LY COLUMN IWfTH - i I i 2X2XI•FOOTING. j 1 TOP OF FOOTING ftI HEDW I i TOP OF SLAB i I�'� - .T.0.5LAB T--2 4�fi' I 'I r I' II � Ili 'I ' I lil I i , I III III y -_ ' 1 it r - _ __ --- -______ ___ up: 11 iii v l r - f i r i vnm f'-------------- - _ ill 34'0 IALI.Y COLUMN I!I' 2X2X('FOOTING. ' l _ I' TOP OF FOOTING FLUSHED W l ' I 11 1 0I FO COLUMN WIm r �r�; ----------- TOP OF SLIB �y�J TOP OF FOOTING. 9'-1 Ig iii J TOP OF FOOTING FLUSHED TOP OF SLAB - 1 LEGEND: Q ALL ELEVATIONS CALCULATED FROM I5T FLOOR SUB FLOOR LEVEL AT WEST WING DATUM LEVEL O a' O _, _._._----.--_------ __-_ _-_-_-_._._ T.O.FOUNDATION WALL LEV- 24° U ) Z r 4.6 _ -- - d� .!.__� .IME E .=- pLLJ T.O.FOOTING=-T-G' g Iz I IT2• l� i _ I - ��� T.O.FOUNDATION WALL ELEV.=- I'-24" 0 0 i*i5 ii! III T.O.FOOTING=-7'-G' 0 T.O.SIAB--T-2• ! StB• y5�i' li! li N W > '•'-c�• \5,5 jI; ;II � �� i Ln T.O.FOUNDATION WALL ELEV.=-3'-O° � , Z Z T.O.FOOTING=-7'-G' �L — Z T.O.SLAB�_T-2' ' 4P =i T.O.FOUNDATION WALL ELEV.= +1'-94Vff " _ \�'i% Ili IIl T.O.FOOTING ELEV,=-7'-G" '1T a�5lp _ i '. r I 11}\` ! iii iii T.O.FOUNDATION WA BEAM +0'-94° BEAM POCKET T.O.FOOTING ELEV.=-7'-G' f - „ 'jI III 5 L__-______________________________ _____ ___________________ , I T.O.FOUNDATION WALL ELEV.=-2'-0° _'------------------------------------------------------------------------------------------ _ i `7- Z a- T.O.FOUNDATION WALL ELEV.= +3'-94° (L Raw T.O.FOOTING ELEV.=-7'-G' i 1 ... .=+2 4 ------- ----- --- ------ - T.O.FOOTING ELEV=-7-G — i 1 ` T.O.FOUNDATION WALL ELEV 94° Q I I o - ! ! IPOa1GFooTw T.O.FOUNDATION WALL ELEV.=-5'-G" Q O n r tf�' 2X 1'FOOTING®4'-P N .-- BEL.ow soN TUBE T.O.FOOTING ELEV.=-10'-O° Z � _ �r°�, TOP OF SONO TUBE TO BE la __ ".!',�.;✓,: 1 I ADJUSTED TO ALLOW 4p STEP J -__ r-IP e•-Ion• s'-s' e'-Tot' BETWEEN F.F.FLOOR AND T.O.FOUNDATION WALL ELEV.=-Z-0" Q Q T.O.FINISH DECKING Q U a T.O.FOOTING ELEV.=-101-0' LL o N T.O.FOUNDATION WALL ELEV.= +3'-0" zB•o T.O.FOOTING ELEV.=-10'-0° 5 I • O I I i FOUNDATION PLAN � _ - _ NMC,iH'-I'd D D Q E+ N i W V_> E n In O ID W O y W n W � N ID FQ ' e o�ea e e'o• � e'er• e• m o EDGE Of O POOL DECK � -- - _ - - - - -- � sn II I sn � II II II II II Z. � � II II II II II 1 STORAGE LOFT / 4XaBEAMABOVE II IISIITIN GI II I II I I I I I Q � J II II II II II �-- RDGE y I § Cw`J I 2 1p2' 2-I la'I'I`3-�2 'II 4 I I II II I II z N +I II II II W I § ¢ o OM Cw.. \ L� Zg o OPEN VLL W/ 11 V COPPER FLASH.OVER �MEMB:FIl5H. Y 36'H.RAL STONE WLL CA BELOW ° a O 4A QI uNEOFWLL — O O BELOW N —— CABINET POOL DECK � O �� TYP.WOOD 5HINGL W E — —® D- 1 n 1 y E ROOF ASSEMBLY I \ O SHIPS LADDE § SHIPS LADDER ¢ 3 I - - // \\ 51TTING BELOW C. L_ J4 4z RETAINING WALL-SEE UP _ IAND5CAPE DWGS, w c \E TERRACE- SEE LAN dNGS.\ V O a N cn _ O oo 3O/� 1 26' S6 56 26 2 G' S 6' S 0 26 5LL N snm wurneot: 16'd a• _ 16'-0' b' ROOF PLAN LOFT PLAN FIRST FLOOR PLAN 1 .0 3 9cak:1/4'm I'-tl 2 Sr�lc:I/c' I'd I Snk:IH' I'd cN rci —ni M d. 4,1 ® VR 12 12 12 12 12 E 10� 10 10 10 10 OPEN VALEY W/ COPPER OVER MEMB.FLASH.lASM.frYPJ - i PANEL 4 BATTEN N A55EMBLY ` 0. A PLA .N YELLOW CEDAR r o PLYWD.W/BATTENS 111'�tl�tl�tl' Fib STORAGE LOPi % � E, Moe MOO PANEL W WOOD N 0 WEAVE 5NINGLfS® b % TRIM(PAWN CORNERS If1��1 u. 1 36'M.RNDNG ry N ❑❑❑ IL �. IE w POOL 61 DECK EL 29. FIARE 5MINGLE5 @ V J N T.O.STONE VENEER\ to � I ST PLOOR EL 2] _ N N Im '�=YYI ..................11 5TONE RETAINING WALL V M 5EE V 05CAFE OWGS. -- _ q N N U15T. - IXIST.GRADE L NORTHEAST ELEVATION NORTHWEST ELEVATION LU U z Lu C) Qo N 12 12 12 12 - 12 O ui to� to F7 to O W obz I � 82 LU Ln % �' Z Z z Ilttamm � z H-T] . ( �36'H.RAlI1NG IE i� ❑ ❑ till z Q COPPER FLA5M. EDGE OF POOL DECK LU J LU LU — O �0 w - PH2.0 SOUTHWEST ELEVATION SOUTHEAST ELEVATION 4 9�k:yr-I.O 3 Srak:I/,•-1'{Y ` D G 12 1O - TT.ROOF A55CMBLY �y V 2 2 E ('2 U OPEN FLASH. +' CAPPER R FLASH.H.OVER I O I O MEMB.FLASH.(M.) 2 36' RAIL 1/2'GYP.BD.ON I X 4 T.O.PLATE H. 5TRAEPING®16'0.C. 0 ON B.O.RAFTERS -U xa � o FIN.FLOOR ON I/2'410MOSOfE'ON - _� STORAGE LOFT STORAGE LOPT N E T1G 2 X 6 V GROOVE EL.40� EL.40.0• > 'y DECK ON 4 X 8 BEAMS T.O.2.6 5UBFIA J OPEN TO •fRY Q) B.O.BFAMR.O. 1' BEYOND POOL DECK-SEE > to /POOL DWG5. VD � / O h POOL DECK POOL OECK I EL 29' EL 2LI 6' IST FLU OOR IS FIDOR EL 2T6 Y EL 27'-6' N COPPER WALL RASH. ' @ EDGE Of POOL DECK t � U � W — In F b O ry a2 u - 5/4 X 4 APRON W/ RABBET FOR SHINGLES 1/2-GYP.BD.ON 2 X 6 STUDS®1 G'O.G. Tyr. BL SHINGLEA55 BUILDING SECTION @SITTING BUILDING SECTION @SITTING Z - ter:I/a•�Po I ter:a+•-ro• FIN.FLOOR ON 3/4•PLYWD.5UBLFLR.ON JOISTS(SEE STRUCT. DWG5.) TYP.I X 8 DA5EBD. - W 1 1 15T.FLR.SUBFLR. EL 27-6• _ U R-38 BATT INSUL FLARE SHINGLES®STONE z CAP Lu N Qo is DRESSED STONE CAP N (2)LAYERS TPE X•GPI. W Q BD.ON B.O.J015T9 _ O W d 6'STONE VENEER W/ QLJ j%j L TIES5TAI @ 32 STL.STIRRUP C]TIES .O.C.EACH W 32 Q WAY /COPPER FABRIC IY. / FLASHING BEHIND VENEER T.O.PLATE O O j EL.39'-3' SHIPS(ADDER ', 1 +sTORrwELOFr - EL.a PROVIDE WEEPS®BASE Z OF VENEER 4'CANC.SLAB MORTAR NET SHELF ❑ o POOL D—ELK -- Lul ---- d EL 29•' 6' i(1 _ ,�_15T FIDOR� ll�J 6 eL.z7Y c• 11v, (2)LAYERS'IYPE X'GYP. W BD.ON B.O.JOISTS 8 LLJ co eX15T GRADE O V J O T t� L a v _I N j O � Q M 13.0 TYPICAL WALL SECTION 3 BUILDING SECTION @SITTING ROOM �k 4-� 4 s�m:J4•-i'a ' P.T.2%6 SILL PLATE 48'O.C.t®CORNER5 ON 51LL 5EALER - _ T.O.WALL EL 26'-3 7/e' CONT.Y4 BAR y � u o � N � ' T.O.BRICK SnEIF ' u CONC.FOUNDATION WAL � a � � E - I/2'FILLER STRIP /4%24'DOWEL®24'O.C. ca N J. m N, 0 4'CONL.SLAB � a C d 01 T.O.5I W O O - - EL 2a-2' PCRP.4'DIA,PVC FTG. a d DRAIN IN 12•CKUSnED 5TONE SCRAPPED IN FILTER FABRIC - N /��I� M C' P4 �' m O m T4• Pd' N MJ V 5'-IP 6d BaDORRRGR-R 6-2- 9• —I Cl. B•CO NC.PTG.W/ y F (31 I4 BARS EOEl LOFT FRAMING PLAN �� - O 6� O ro.sn. 2aa � A nEAOER O O 20 1 - 2%2 - ® 1 T.O.W. 26'-3 7/8' I L LL A rg g ZwDGE ° 4 4%B DEAMS EO. ®FIA DRAIN _ 1 11 N 3 7 SPACED®+/-23' 21 LU O ra A " Q � d N bRJC 5 nEIF-VAPJC EL _ Q o LL_I Z BRG.WALL BRG.WALL FLU5n BEAM m 0 RG.WALL BRG.WP11 0 Q T.0511. 21'-0' FW511 BEAM R/ O .O OC O 0 0_ L 1 Ln ' § 22 FWSn BEAM Z l..l Z Z aBEARING WALL a z FLUSn BEAM Z 'IT \ BEARING WALL 4%8 BEAM IP — /_- V B o a 4'CONC.SLAB W/FI O INFORCI RIGID N5UL.ON MIL MIL V.B T.05t1. 22'�' �k p FL DRAIN U 23 F u Zz W --j HEADER r 11 T.OStI. 23'-0' �m w RETAINING WALL-SEE N Q IANDSCAPC DWG5. - O 0 > �o F -51 ROOF FRAMING PLAN LOFT FRAMING PLAN I FOUNDATION PLAN I I I D r- Em cV V E u W � v C-1 9 > E t O 4- 7- TURF BLOCK APRON - � I ° I I o 3' Lu ryr2 UPPER GARAGE z q U o i.0 C\j ACCESS PANEL O ABOVE q — Z Ji g I I � o — o e ----- ° o 7111 5TONE --- Z z z 3 .m+ q WALL CAP q q Z F BELOW LOWER GARAGE F F — _ s:12 8:12 8:12 s:121 q rR re A A Ow OAT DOWER ABOVE In n— N W _ a O Q N rr^^ W J v � N 2 ROOF PIAN I FIRST FLOOR PLAN GI .0 9cak:IN'-I.O Sr�k:IH'�I.O ram- i D N N r-vO.n. .3 12 12 .12 op Qe ap �e H 9 12 12 12 Fri op Qa ae x o 12 x 12 12 5� a � ❑ o WEAVE SnINGlE9 CORNERS O O OFL 0 y N � NORTHEAST ELEVATION NORTHWEST ELEVATION z - - smk vr.ra I sme:vr•ra W ° z W N C!1 N d W Q 12 12 12 C) W Z n/ o 0 12 12 12 - L.L. O 5 4 5 5 5 4 5 W x h ,x ii _ O _.. = w m J o W N = O W � _ N �Q 1 rr^^ F Q V 0 N sr�r ww.ew I SOUTHWEST ELEVATION SOUTHEAST ELEVATION G2•O 4 sm1e:yr-ra 3 sme:vr.ra• 2X IOOVERFRAMING ROOF TRU55 TYPE'M {w�c . I'-T O.H. y E Iz Iz o B B 1 .. E-4 N ui i2 12 T.O.PLATE LIGHT WeLL H �; T.O.PLATE mm.m I I v Q V N E T.O.WALL a u YY E�g.5� T ]][Ill _ T. W 1 �_ -�/t� UPPER SLAB _ •. 1 '(,; ^"- l" EL 29'-I' I1D GYP.BD.EACH WN✓OOD2CAE OF P SNDS p ,L LOWER SLAB .. .. t ]. •._ �r LOWER 5lAB .-•`oil .. EL 27-I' � O 3 12 T 5ReAD B YJ h � m m � - o pq E BUILDING SECTION @ UPPER GARAGE LONGITUDANAL BUILDING SECTION F `�J �k:1/a•-ro srk:v4•-1'0 aa� P-2.O.H. t H \ 12 \ 8 TYP.ROOF 511INGUE ASSEMBLY 12 _ T.O.PLATE TYP EAVE TRIM ON I%B FASCIA BD. LLJ v, T.O.PLATE \ m. U I` I/2'GYP.W.ON I X4� ` I 5TRAPFING®16'O.G. N T/G I X 6 V GROOVE - ` ON B.O.TRUSSES 5011IT z R.O. G� TYP.FRIEZE TRIM ON N I%5 PRUE BD.ON Lu b I/2'SPACERACER FOR SHINGLES T"1%6 V GROOVE 5OF N TW.FRIEZE TRIM ON ® - O Q4%5 HEAD CA51NG Z A (W/2 1/2'REVEAU <- c Lu 1/2'GYP.BD.ON I 3 Q L 2 X45TUD5®10 O.C. U�1 - 00 O I XCAP PLATE BULLW/1%4NOSe I�ann ON SILL PLATE W V I APRON / DET.@ WINDOW HEAD ¢z ]7L z Z �J suk:ua•-I•a ` - K Z k T.O.WALL T.O.WALL A C) — i EL 29'-9- EL.29'-g r - _ T.O.SLAB 4-CONC.SN9 /i%� G'5TONE VENEER W/ 5TAINUE 57U.STIRRUP TIES®32.O.C.EACH WAY W/COPPER FABRIC FLASHING BEHIND VENEER T.O.51AB -d. / T.O.BRICK SHeIP O ` PROVIDE WEEP5®BA5E � m OF VENEER V W Q w MORTAR NET®SHELF : a Q Ln �/ N WW E--tt o N NNNB R WALL SECTION 3 WALL SECTION G3,O 9ri1c:914'-I'-0' Sr+k:9I4'-I'V i ¢¢¢q¢t p N P.T.2 X G SILL PLATE D Q o[ /ON 12'511 DIE.X&A.B. 4B'O.C.<@ CORNERS ON SILL SEALER PJ T.O.WALL r ro\m T.O.WAU. \ \ T.O.WALL h I'CHAMPER EL.29'-9• `r T.O.SLAB T.O. -R a CONT.i4 BAR _ y DID 4• .a I i 1�a m l 1/2'FlUER STRIP b'd B Q D N z z - —/- � V Q .q•. 'g.. 4'CONC.SLAB E 1 ` T.O.BRICKSHEW d d o d a E - 4 LONG.FOUNDATION WALL M :5 i4 X 24'DOWEL 0 24.O.G. N a = S FERF.4•DIA.PVC FTG, 4 DRAIN IN 12'CRUSHED T d a d .d /FABRIC WRAPPED IN FILTER C > N IOn CIO 0',2B•CONC.FTG.W/ (3)P4 BAPS /-2--G• 1 D4'BONDDUT t � U � aGo o �1 DET.@ FOUNDATION WALL DET. @ GARAGE DOOR BONDOUT IDET. @ TYPICAL FOUNDATION WALL '/ Sub:Ya'-I'Q Solt:3l4'-I'O �/ Swle:3/4•-I'O - �0&{ G.51 a H ER i 29 9 , T.O.W. 29-9' LU u 28 - z 0 ® a Q CEO _ N lu- 1 W z G.SI T.O.W. 27-I p (17 g �2 0 C W ry O O W Z- z z 27 1 Z z oz � = o4 T.O.W. 29'-9' G.91 tR \ D•B 21 4 g.B.IIIIp D � - H ER HEADS HE IDER m m O N L 2 T.O.W. 2T-I' VU/ U1 G.51 W N 1 N IIJ Q 0 u-,STEP-DOV.M - N1^"�R' -/-- /—TRus9 TWeB®za• STEP-DOWN o.c. - TRU55 TYPE B _/TRU5 TWE B fi ®24'O.C. ®24.O.G. - 24'-0' 5 \� ROOF FRAMING PLAN - I FOUNDATION PLAN G.S I ± ° TOP OF FOUNDATION = 38.2 FINISH GRADE OVER D-BOX= 25.5' ± 4 SCHEDULE 40 PVC MIN. SLOPE 1 /o FINISHED GRADE OVER BIODIFFUSERS= 25.5' - 26.5' GENERAL NOTES �- PROVIDE EXTENSION RISER SLOPE @ 2% MIN. WITH COVER OVER INLET& INSPECTION PORT WITH 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISHED GRADE OUTLET TO WITHIN 6" OF F.G. ACCESS BOX TO WITHIN METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL F.G. OVER TANK EL, 26.2'± REMOVABLE WATER-TIGHT COVER OVER 3"OF F.G. (ONE PER ROW) @ FOUNDATION = 32.0 '�' _ RISER TO WITHIN 6"OF FINISHED GRADE CODE AND ANY APPLICABLE LOCAL RULES. _ 20"MIN.ACCESS 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE COVER(3 TYP.) 36" MAX.9" MIN. DESIGN ENGINEER. ii EXIST. SEWER PIPE PROP. PVC 36"MAX. 36" MIAX. TOP OF SAS/B.O. = 23,50'N. 3, 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SEWER PIPE 5" DIA. OUTLET(S) SYSTEM UNLESS OTHERWISE NOTED. MIN.SLOPE(a31% 6" 3" 2" DROP MIN. 3„ 9" PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 3" DROP MAX. MIN.sLOPE(a�,% L= 38'± JOINTS (TYP.) ELEVATION =23.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A PROP. PVC 10" 4" PVC IN FROM 1.33' q " 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF SEWER PIPE 14" 24.00' SEPTIC TANK 4" PVC OUT TO (TYP.) T 16 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. • LEACHING FACILITY 0.90' 10.75+(TVP) I o 1 5. SLOPE ALL SOLID PIPE AT 1.0 /o MINIMUM. /*24.5'-,- 12" 6" 23.07' � 22.17' laid flat 2.875'(34.5")--I 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 24.25, 48" OUTLET TEE 23.47' MIN. 23.30' (laid ) (TYP.) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AS BAFFLE 6" CRUSHED STONE (TYP.) 5' MIN. FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS OVER MECHANICALLY 14.375' NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 37.2'TO FOUNDATION COMPACTED BASE REQ'D 45.0' AND DESIGN ENGINEER. 6" CRUSHED STONE 5 OUTLET DISTRIBUTION BOX (TYP.) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 30.00' ESTABLISHED OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV= < 17.00' BIODIFFUSERS (END VIEW) ON A NAIL SET IN A UTILITY POLE AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET COMPACTED BASE C PIPES TO BE LAID LEVEL. 45 - BIODIFFUSERS PROFILE � 9• CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PROPOSED 2000�GALLON CONCRETE SEPTIC TANK (PROFILE) THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT LENGTH 12 9 WIDTH 6l DEPTH 51 11 (Dimensions per Wiggin CROSS SECTION VIEW (BY ADVANCED DRAINAGE SYSTEMS, INC.) 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES `CONTRACTOR TO VERIFY EXISTING Precast Corp., Pocasset MA) 45 - ARC 36HC (#3616 B D l BIODIFFUSERS r H-20 TO THE DESIGN ENGINEER. ELEVATION PRIOR TO ANY WORK & SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL, \ / \ / 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE - - - 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING i' - • - - TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM 1 �► _ rr • I PERC NO. 13076 APPROPRIATE AUTHORITY. 0 . . '� • ; INSPECTOR: David W. Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS ` LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE � ,• r i EVALUATOR: Bradley M. Bertolo, E.I.T. THEY SHALL WITHSTAND H-20 LOADING. fie j *� w,� ••, '� r ! C.S.E. APPROVAL DATE: July 2003 j 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. 1 DATE: September 16, 2010 �llL ``• r ' TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE '-*• •�� ='� ' • • �i � ( MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. I ELEV TOP= 28.00' + i1 . •� REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, MAP 225 MAP 225 VA • �'� • i•H ELEV WATER= < 17.00' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). o PARCEL 28 • 11rr w 11 1 PERC RATE _ <2 min./inch 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN PARCEL 33 '`""" i II__ SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. � Z • r DEPTH OF PERC= 64"-82" 16. PROPOSED PROJECT IS LOCATED WITHIN: Y 1gpE/ o 0 8 r 1 • TEXTURAL CLASS: 1 ASSESSORS MAP 225 PARCELS 27-001, 27-002&27-003 °m [(/ /� _ / �. r r - OWNER OF RECORD: R. WALKER&T. WALKER& BLUE HERON TRUST Q LOCUS " ADDRESS: PO BOX 253 `. '�; w 0 28.00 WEST HYANNISPORT, MA 02672 o j -- �_ ; � V \ Loamy Sand O \ � � ! -'` ~�..�M � 1 A 2" 10Yr 3/2 27.00, tt Loamy Sand FEMA FLOOD ZONE C \ o l RE ( ' 1 $ � s ,; ;,;� 10Yr 5/6 COMMUNITY PANEL# 250001 0008 D co FCINF �` l 1 � I Z ...,_.� ��.� `�' a' �OC 40" 24.20'� �'�� V o S �I �I 17. DEED REFERENCE: DEED BOOK 3843, PAGE 342 • � � Medium Sand 18. PLAN REFERENCE: PLAN BOOK 69, PAGE 101 7 ` `\` r ' TREE (TYP.) 1 C-1 2.5Y 6/4 PLAN BOOK 64, PAGE 23 S� ° \i r o / / ' l PLAN BOOK 383, PAGE 19 18��45"� I n , ? ` �- / `,F � { w i 64" 22.67 Z - � TP 1 ow I / *x-'� I Perc _ { 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. 28x0 P° J I I H I 82 21.17 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY DRIVEQ- w r {, Benchmark chi+ \ EASEMENT �� \ o ( LSA `� BARN Ar.. r" FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY Nail in Utility Pole - 1. \ y TP 2 t ,c� C_2 Fine Sand FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. Elev. = 30.00' \ ' 28x0 i ( = 2.5Y 6/4 Approx. M.S.L. \ o BC-1 �, LOCUS PLAN 120" 18.00' ICT C-3 Medium Sand 4 0 0 <c SCALE: 1"= 1000' 2.5Y 7/2 ^� j 132" 17.00' 441 WATER �'� 0 �O No Mottling, Standing or Weeping Observed METER �O 2 / 46 Q J (4> TEST PIT DATA / LSAT �,� � o° � DESIGN DATA WATER TREE (TYP )_" r 14.4� (5 PERC/ PERC NO. 13076 LEGEND y la � � INSPECTOR: David W.Stanton, R.S. v 1 �- 50xO EXISTING SPOT GRADE EVALUATOR: Bradley M. Bertolo, E.I.T. p, I �. ( NUMBER OF BEDROOMS (DESIGN) 7 - - 50 - - EXISTING CONTOUR 0 oo I \ cCO•, / DESIGN FLOW 110 GAUDAY/BEDROOM C.S.E. APPROVAL DATE: July 2003 �`� oo• GARAGE I o \ o DATE: September 16, 2010 ---� PROPOSED CONTOUR MAP 225 � / -` I z �v � h' �/ PROPOSED INSPECTION PORT WITH TOTAL DESIGN FLOW 770 GAUDAY ACCESS BOX TO GRADE (TYP OF 5) TEST PIT#: 2 0/1 --- EXISTING OVER-HEAD UTILITIES PARCEL 21 / / HC-1 \4" DESIGN FLOW X 200 % = 1,540 GAUDAY ELEV TOP= 28.00' E/T/C - EXISTING UNDERGROUND UTILITIES AS / � PROPOSED TOTAL 45 ARC 36HC #36'I6Bp USE PROPOSED 2,000 GALLON SEPTIC TANK ELEV WATER- < 17.00' ( ) - W W-- EXISTING WATER LINE AS GA yqS 5r, BIODIFFUSERS (H-20) IN A FIELD CONFIGURATION cow / MAP 225 3 PERC RATE = GAS EXISTING GAS LINE PARCELS 27-001, #143 (2) 1� ��� - s, � TEST PIT LOCATION 27-002&27-003 EXISTING INSTALL 45 - ARC 36HC (#3616BD) BIODIFFUSERS (H-20) / TEXTURAL CLASS: 1 1.36±ACRES 7-BEDROOM I (ASSESSOR) DWELLING DECK HYD Cy d PROPOSED 2,000 GALLON SEPTIC TANK / (1) N ,PGV / PROPOSED DISTRIBUTION BOX SYSTEM CAPACITY 4� TOF = 38.2'± \ TREE N rn (TYP.) o, \ I �� / S (TOTAL L.F. OF BIOS)(4.8 SF/LF)(0.74 GPD/SQ.FT.)=GPD 0" 28 00' PROPOSED 4 SOLID SCHEDULE 40 PVC PIPE ^ ti S7 ° , (225.0')(4.8 SF/LF)(0.74 GAUSQ.FT.)= 799.2 GAL. LEACHING/DAY Loamy Sand / HC-2 �30_ ' s 2 S2�15"� PROPOSED SEWER LINE TO BE SLEEVED 10' '4 10Yr 3/2 p PROPOSED DISTRIBUTION BOX / ON EITHER SIDE OF CROSSING 12" 27.00' �2 N 00 TOTALS: Loamy Sand MAP 225 - - --�34 �- ` \ �EXISTING CESS POOL TO Bf= B PROPOSED ARC 36HC(#3616BD) BIODIFFUSER(H-20) PARCEL 20 / PUMPED, FILLED WITH CLEAN TOTAL NUMBER OF BIODIFFUSERS: 45 1115M --36 ' 1 COARSE SAND &ABANDONED TOTAL NUMBER OF COUPLINGS: 0 40" 24.20' / PROPOSED 2,000 GALLON SEPTIC TANK TOTAL LEACHING AREA: 1080.0 ° ��O°� TOTAL LEACHING CAPACITY: 799.2 C-1 Medium Sand REV. DATE BY APP'D. DESCRIPTION 5 �,� 4 gbkl, 64" 2267' PROPOSED SEPTIC SYSTEM UPGRADE NOTE: PREPARED FOR: MAP 225 EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE CAPEWIDE ENTERPRISES NOTES: DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER PARCEL 28 "MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO ADVANCED Fine Sand 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003 (LAST MODIFIED JUNE C-2 2.5Y 6/4 LOCATED AT EDGE OF EACH SEPTIC SYSTEM COMPONENT. 3,2010). TRANSMITTAL NUMBER=W000052.. SWING-TIES 143 INWOOD LANE 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION 120" 18.00, WEST HYANNISPORT, MA OF THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY DESCRIPTION HCA HC-2 HYD BC-1 C-3 Medium Sand _ - WITH TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER _ _ 2.5Y 7/2 SCALE: 1 INCH = 20 FT. DATE: OCTOBER 1, 2010 SEPTIC COVER IN (1) 37.8' 45.4' 132" 17.00' AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH o 10 Zo ao so FEET TEST PIT DATA. SEPTIC COVER OUT(2) 48.9' 53.8' - - No Mottling, Standing or Weeping Observed ►W PREPARED BY: BIODIFFUSER CORNER(3) 72.2' - 22.5' 62.6' RESERVED FOR BOARD OF HEALTH USE I JOHN L. 1 JC ENGINEERING, INC. 3.) PROPERTY IS LOCATED WITHIN THE ESTUARINE WATER SHED. BIODIFFUSER CORNER(4) - - 67.4' 25.4' � CHu C 2854 CRANBERRY HIGHWAY 4.) EXISTING WATER MAIN & SERVICE TO BE VERIFIED PRIOR TO BIODIFFUSER CORNER(5) - - 68.3' 38.2' r�F N . rs s F EAST WAREHAM, MA 02538 CONSTRUCTION AND REPORTED TO ENGINEER IF DIFFERENT THAN 508.273.0377 SITE PLAN -_ _--_ -- --__ --_-___- _ BIODIFFUSER CORNER(6) - - 25.1' 68.8' `� SHOWN ON PLAN. 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P£ 13 2 30 i ,2}C GJ�E ,� ,, 29 f i XISTI}�I 13A f ` 29.4 r ARCHITECT / y 29.Q „ / BREESE ARCHITECTS 7 TW 26.0 + 2 i"/ ' _. 28 ; 23 / I I BEACH STREET, PO BOX 1110 .. 29 + J •` 30 BW 26'5 F. l .; 25 ° 25 24 / /' ,, VINEYARD HAVEN, MA 02568 TW 3 OPOSE�• `.:_ AUTO 2, 508.693.8272 . 2 LEACHIN B'W..."_26.5 _. « « \ � COURT .. , / .., ." , -'' '4, ��,, 8 ....FIELD ` GA'T,,E . w -' t 29 / I. .. ,: ' ... / r ;` .31 / / .. r,,.:' STEPHEN DOYLE AND ASSOC AOR /' « . .:: � -�+. � :P.ROPOSED PROPOSED OUTDOOR 36 0;; /i « • '. �- EAST FA MOUTH MA 0 536 BOARDWALK SHOWER(6 DIA. /':,: REPAIR ... / '" ) T WIDE EASEMENT ,>: ' p60 } 4°°" 1 t:.: 508 540 2534 P EXISTING � l__ 100 BUFFER , BOARDWALK � /N G �' w + R P00 GENERAL CONTRACTOR HAYBAI~E 31..., ` FENC 2 SEA-DAR CONSTRUCTION / (3)PROPOSED +335 T WIDE EASEMENT . LIMIT WORK TW 30 0. Nf MITIGATION TREES 28�1; / /r OSTERVf U/ 2957 FALMO TH ROAD +3r.L� > L ROPOSED LE, MA 02655 +295 1 GCJS : 508.419.7372 ` H E l 0 r E J ': <31F 0 ifxOPOS)=0 / ,.: c \� °/ 6-IEIR00M / + 8.0 l S0'BUFFER 0 + 3 5 MAIN P© f HtUSE � '` , �, . _ _ • 1= 33 5 TW 29,,+ . . ,t fi +3 w +31 5 i� •,,.. TOP'OF COASTAL BANK f' _ -� ' + ~� BW 26.5 �� r , A �:: /f ,..; ` �*.. ;LAWN... c a M h .1 _f 1. / PROPOSED aQ :-€ f `°�.., MITIGATION N , . r: �+ (3)TREES"TO'dBE � SHRUB 30 REMOVED 31 � ; . ... ✓" 12'CONTOURI100 YEAR FLOOD ELEVATION PLANTING - :-- _. .".; TW 26.) TW 2�.I ,� f i ' 4. ..I BW+26.5•. ' . ."..- REPAIR BW+26 �c EXISTING ;, AT. ^ � 1 . �•�� �� ` • , BOARDWALKI/ �\ \ , I REPAIR p� PROPOSED OUTDOOR EXISTIN \F�� SHOWER(6'DIA.) . . —BOARDWALK., �iVf. OT WIDE EASEMENT \ ..-.\..1_..�....1."1.....,_"......-,....—.... 1 f BALE, : 100'BUFFER .I'..."...1/-....,— LIMIT'OF WOR ,... 1 ENLARGED PLAN m. ..)... I. :�l.I-­�4.:N-I LINE PROPOSED P ` BOARDWALK i 1"-20' /` (3)PROPOSED 50'BUFFER MITIGATION TREES 2' PROVIDE LEVEL TOP;2/3 OF ALL t •.''' CAPSTONES TO SPAN TOP OF WALL -,t.::1-5-,f-"-,r�,,L-7�,I,�)�I,,'l­.,, , I . I r�I __")I :1/,..:�..II II/. 1. I. PLANT BED,18"DEPTH PLANTING SOIL,FINISH GRADE - VARIES,SEE GRADING PLAN TOP OF COASTAL BANK EIS R SIDENCE .(.........I..I................I1.........-.D...........�...............�,...­.....-....".........,. NI ' _1 MORTARED SPLIT-FACED NATIVE FIELDSTONE VENEER; PROVIDEVERTICAL FACES;DEEPLY RAKED JOINTS;IN ACCORDANCE WITH f 12'CONTOUR/100 YEAR FLOOD ELEVATION -' , APPROVED SAMPLE;USE S.S.MASONRY TIES WHERE NECESSARY 143 INWOOD LANE 1 ' 't l` #4 @12"HORIZONTAL INSIDE FACE MA -r— #5 @ 18"VERTICAL INSIDE FACE REPAIR 1/a --- _- 1 i PLANT BED,18 DEPTH ; ' , �,: - P.LP.CONCRETE WALL;3000 PSI @ 28 DAYS EXISTING BOARDWALKS PLANTING SOIL,FINISH HEAVY-DUTY GEOTEXTILE FILTER FABRIC GRADE VARIES,SEE °` WITH AGGREGATE BACKFILL �—LIMIT OF COASTAL DUNE GRADING PLAN .# / PROJECT NUMBER: 1225 CMU VENEER SHELF TO 6"BELOW GRADE;GROUT SOLID;MORTARED TO CONCRETE WALL WITH S.S.MASONRY WALL TIES;16"O.C. / CHEC ED BY: KMH `o VERTICALLY AND 24"O.C.HORIZONTALLY T WIDE EASEMENT SCALE: AS NOTED ` i a DATE. 03.06.13 p r #5 @ 18 VERTICAL DOWELS INSIDE FACE,1 0 HORIZONTAL,3 6 VERTICAL '. a d " /:p �,. w 6"DIA.PERFORATED UNDERDRAIN,DRAINLINE CONNECTS TO DRYWELL CONSERVATION COMMISSION o .'. . ' oa.o•.. , ...4.d•-�. (PRELIMINARY): 01.29.13 REVISED: 03.06.13 Q 7q of c9 1 : 43 A :,: I a dd`j c=n d� : C.LP.CONCRETE FOOTING,3000 PSI @ 28 DAYS ; z .. a , d 6. :::��i II I I I I I .I 1 (�(�(1I.1\1�1 1!'.�''I_.._..�—:;;.�t�.I..---1—*I�.-./,E?0�9. A t°�` COMPACTED OR UNDISTURBED SUBGRADE; j °'`�A s. 6"COMPACTED DENSE GRADE OR AGGREGATE BASE m ° r/' ;, , . 8 J ', A � r . " 1 s. ' . V_5" 1' V-55" : . 2 WALL DETAIL MITIGATION PLANT PALLETTE . BOTANICAL NAME COMMON NAME SIZE SPACING 8' ........... .....: ...... ........ ...... TYPICAL SECTION ._ ...TREES : JUNIPERUSVIRGINIANA EASTERNREDCEDAR 5-6' B&B + __ _ -' -- �- - i BENCH RELOCATED .C:. _ _____ - . : -- I ......... .... .... .. -_.-.... ...... .. ......I.. ...... ......... . - .._.... ..... . .. - - ..I .. 1 - - :_- t 1=_ ' _, ,_ FROM THE'BEACH`TO SHRUBS t"I . - - t _--: . i _ ,. . .., ',. - THE BOARDWALK _!_ - 4"SQ.SMOOTH CEDAR FENCE POST ;% CLETHRAALNIFOLIA _ SWEET PEPPERBUSH 1 GAL. 4'O.C. .. .... ........ -. -- - - E I :-- - - -- _ WI BEVELED EDGE MYRICAPENSYLVANICA NORTHERN BAYBERRY 3GAL. 4 O.C. - .___ _ _ ---+ -I - J� _ cp - _ } - - - -_ __ PRUNUS MARITIMA...... BEACH PLUM 5 GAL. . ... 5'O.C. ._- / :. : -L-.._ ...... .... ...... - - - - - ---- ......... _ i :_ ___ _�- ;; 3; WELDED WIRE FABRIC; VACCINIUM CORYMBOSUM HIGHBUSH BLUEBERRY 2 GAL. 6-8 O.C. E- - r, M w _ _._. -__ .. ...... _ uh !' ' �, -!-- - - - -- -- - r,_. .__ - __ _,t_ _- _ _ , _ :-_I BLACK POLYOLEFIN VIBURNUM DENTATUM ARROWWOOD VIBURNUM 2 GAL. 6'O.C. - -_.. . _ L.,.._ .... . .... . ... - _r_ - - ELASTOMER COATED FINISH- -Q�- _ f_. . _- - !_= 1 1/2"MESH,12GAUGE - - __, t - t y J -; 1_ - r - t i - - - -- a. - l I ,:N _ -. _:� - _- _ __ _- .. _ !;;;_- -_ WIRE FABRIC TACKED DIRECTLY TO POST NOTE: A FINAL MITIGATION PLANTING PLAN SHALL BE PREPARED IN CONSULTATION WITH THE CONSERVATION 1 r,E:<. .......... - .-...... ......... ......."... - ........... ....... ... ......... .-.._..... .....1......"..._. . ....... ...-.......- ........... ...._.._.......... ... ....... t , ---} - W/STAINLESS STEEL NAILS - - -- COMMISSION STAFF THE PLANTING SHALL INCLUDE A MIX OF SOME OR ALL OF THE ABOVE PLANTS TAKEN ._-.... ......... ....... FROM THE LIST OF SHRUBS FOR COASTAL ENVIRONMENTS"ADOPTED BY THE . ... / TOWN OF BARNSTABLE CONSERVATION COMMSSION LANDSCAPE PLAN .... GRAVELFOOTING: 4 1 .. } j "." . . ". ........ .......-. ....... I........ " .."... .. ............... ......... .............. ......._. .... ......... .. .......... ............ .. ....... ". M y i i ,, d - y 1 < �, , 4 SITE PLAN N l p1F } _ 1„=30' 3 POOL FENCE DETAIL 0 30 60 90 120 150 , - - _- - _ _ _ Irl -- - - � 3 [­iYANNI FORT, 11 TOP OF FOUNDATION 24"dameter concrete covers A EL=29.5± raised to within 6"of harsh grade (or as noted) Inspection Port and cap with magnetic marking tape to within 3"of grade LAKE ELIZABE T H A EL=2a.o+ B EL=27.5 EL=2715:t EL=25.51 EC=23.B(mm)-26.0(maxJ SYSTEM DESIGN CALCULATIONS ° . GN RO G \6�\L1 ,. I. 6E 3 SEWAGE DESIGN FLOW REQUIRED: 7 BEDROOM DWELLING @ //O GPD,/BfOROOM+ n //O GPD(POOL 1H0JSE) =8B0 GPD REQUIRED i, I w w Q 25.5+ m SEWAGE DESIGN FLOW P9OV1DE0: FIFTY(5O)ADS UNITS JN 6fO CONfGURATION. . CS; C 70 24.5 t 3 "00 X rn �t =((880/0.74)/(4.8 FT2/FT)/S.0LFJ = 49.5AO5 UNITS � rn 7 REQUIRED(50 PROIIDED) C7 C A:26.00 24.35 24.l 0 23.l 7w ' BB8 GPD PROVIDED> 880 GPD REQUIRED �" "' Z O r'' rTlB:26.00 - Gas Baffle SEPTIC TANK CAPAC/TYRf0U1RED: 3000 GALLON SEPTIC TANK REQU/RED 1 NSTALLER TO VERIFY THE LOCATION OF ALL 0 15TC0MPARTMEA17% 88OGPDX200% _ /76OGALL0N,5(2000GALL0N5) ` '' UNDERGROUND AND OVERHEAD UTILITIES N LOCUS io 2000Ga1Ions /OOOGaIlons ' 2nd COMPARTMENT.• BB0 GPDX /00% =88OGALL0N5(/OOO GALLONS) PRIOR TO THE START OF ANY EXCAVATION . :: Longest Run A, /9' ACTIVITIES AND RELOCATE A5 NECESSARY ,q- I/1% -{ '�-� 26' l l' FIFTY(50)AD5 ARC36I�C;(36/63D2) A GARBAGE DISPOSAL 15 NOT PERM/TIED WITH Ttl(S DESIGN FLOW U b B:24' 3000 GALLON la2'f TWO-COMPARTMf,'VT DB-6 LEAGI-1 CNAMB�R�Iry BED (SEE NOTE #15) � m CN�r SO/ (H-20 Rated) CON,FIGURATiO,V ;• `/ND SEPTIC TANK D-BOX 11 LEACH Gf-1AA BERS z BM: TOP GB ND. � EL=//.5+Bottom of Test hole ELEV. 2C".85 a_ FLOW P ISO F i LE MgR qP 22S PgRc MqP�25 SITE LOCUS NOT TO SCALE RI SK C�MPgE�33 MICh��L l(,�lChRcE! t8 NOT TO SCALE1. r>� �[E 4GC/No -.. w '(� I W `iFTY(50) ADS?aRC36HC (3G 1 GBD2) LEACH `/ \ w/ CHAMBERS;iN BED'CONFIGURATION \� / � w / L .. lzzz' w 45' \ 1. .w . V ;. Q V ;::, z . / 5.0' 5.0 5.0 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' \ `�w / ' Ir . O % y P�OFOStDI. / Prop. Q < y:. - �`�`\_.---� ; Gar 9 Existln. . ,,, , AS \ try DRIP11 5 Barn -, l , I / a e Prop. . A24 .. 5 SorP Rernoi of($ee..Note )... Q . 11 / ` Reno O . w ate J Prohr over SAS :;w'' d W}''• /l _. 1. 0� Fs'3Vrobr�0 u�g r t O 11 / n; . 2 r .. _�, {� � �w o0 0.- � - .. _ 30 ` % �.....- __.._1 . - ..' O ? , 4• Q . (�;, '' } ... ...._ �y, F . % r: .... S'A r. ;.: Pro osed .. ..... _... 7 WIDE ,: / Pro p ;Q I p• .: ,.: __.... _ ,. , _ _ Dwell n 1. % - ;. N m t D Box ;.. W. . _. . :, , ,; ;' / A EMENT . IE S , , x �. 3 ..:::. - .. Q u. ._ ,,;- , .... .:.. ai: / My :_:.: .>. .. �_ .. „> ::: .is -.. ... _. _ .:y .. _.......a. _ .... ._..... .._:....... : .... ... .. : r O 1. / j/ ... ..... -. 3 I—q ._....... ,.,..: �, �„ , % „: +, ems= 3.,•,.... � / J' ; 1... ......_,., / 1. 6� 2 :.: �r t. ...., N �� '­­ './ I/ .. / tip' �� - Iv Z / ^ n Ins c coon Ports See.Note# r ' q !� (. ) / ` O �� �� �� . LANDSCAPE TIMBER STEPS 1. F \�� / O',.. . � ., � / f 40 mil. lIDPE Liner �1 3 ?'�` / / PLAN VIEW (TYP.) (5ee Note A23) J� �,. . \ /` - _ \ . "I / \/ r I ` l 7 / ? CONSTf�UCTION NOTES Q10 / ,.,. 3 ,. t ,. l i o, / < I. . /; A ODE TITLE 5 31 O CMR I5.000): o / �Q1 / 1.) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL C EXISTING TIMBER : AN !ON �...:::...:.. o THE BITING, CONSTRUCTION INSPECTION, UPGRADE, AND EXP S >13�. . , STANDARD REQUIREMENTS FOR 5 /� ' r ! b / OF ON-51TE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE T RAN5FORT AND DISPOSAL I. RETAINING WALL x Y \ 1 3// OF SEPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS. J:. 3. / . • �� 0 / / 2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE 15 POTENTIAL FOR /( \ / , . o° VEHICLES OR HEAVY EQUIPMENT TO PA55 OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 /.' 3 l LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. , KEY MAP -L.:, / ' I ri, Z. /'. �ti., S . , \ °.rl �' T •/ U - M A. l , , �.- I F. I ,U; �"�: / J J A: -. 1 �.�s 6 fi.. '.. �? A HALL BE INSTALLED ON A STABLE c PROPOSED a ; 3.)TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS S vlAr 2c' PARCEL 2'I .} y u r - P BASE ON SIX INCHES OF CRUSHED STONE. \ v MECHANICALLY COM ACTED RETAINING WALL Nr ... ,. ` e/ i CERTIFY THAT i AP 7 CURRENTLY APPROVED ,3Y THE R>' \ `�. WOO, LILLIAN C. TR PROTECTION PURSUANT TO �� g PROS I. !p /2 i - DEPARTMENT OF ENVIRONMENTAL H AN THE DISTRIBUTION BOX AND THE COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK,4 T AND THAT �...F � 2 r ' /0' 7 /l I IN "'OF FINAL C--BADE. LEACHING FIELDS, 3 I 0 GMR 15.0I 7 :O CONDUCT SOIL EVALUATIONS B . , fire SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN G THE SOIL ANALYSIS HAS BEEN PERFORMED BY ME CONSISTENT • A HAVE AT H H E WITHOUT ACCESS MANH0LE5 S Lu R 501E ABSORPTION SYSTEM T `.., C? / Ewsrrn Se tic Com onents to TRENCHES, AND OTHER 3/ WITH THE REQUIRED T RA,INING, EXPERTISE, AND EXPERIENCE r..;...:... F r.......:. A F'LAf\$ LEG�N C) PIPS PLACED VERTICALLY TO T 0N515TING OF PERFORATED 4 VC ando ( ee Note ) LEAST ONE I INSPECTION POR C ( ) TIE"THAT THE GRASS y.:.......,. C3 9 p p DESCRIBED IN 3 10 CMR 5.017. 1 FURTHER CERTIFY �"g f beFb ned 5 2/ SYSTEM WITH A CAP TIED WITH MAGNETIC MARKING TAPE, rr.THE BOTTOM OF THE SOIL ABSORPTION , T F Ti AS INDICATED ON THE RESULTS O. MY �QIL EVALUATION �' (} c I TO WITHIN 3 OF FINAL GRADE. . r e' / AS ACCESS BLE n AN IN I' ......... ? ;•' 1 C5 ' ,,'\ ESSORS MAP 225 ATTACHED SOIL EVALUA ,ON FORM, ARE ACCURATE D x° // EXISTING UTILITY POLE a V' H ! CMR 1 5.1 00 THROUGH 1 5.107 i /� O / " RCELS 7-I 27-2 27-3 5J PIPING SHALL CONSIST OF 4 SCHEDULE 40 PVCLL"OR EQUIVALENT. PIPE SHALL BE LAID ON A Z DA.NCE 4 T 3 0 T 5 THAN 2% FROM THE BUILDING TO THE SEPTIC TANK, AND n.,_(L REFERENCE DEED. 3843-342 MINIMUM CONTINUOUS GRADE OF NO LES / - `_-1. - - EXISTING HYDRANT PA 2 .......... NOT LESS THAN I%OTHERWISE. REFERENCE PLANS -G4 23 l : . �:::�,"��:: .,:��!i-�,�:j,�::r,�... ..- .L. I.. : : :L:::i ..:,;", 1,,I I I I.,''L' L ro r - ` \ / G9- O I rtlfied Soil Evaluator �,U5L / r G.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4 DIAMETER SCHEDULE 40 Linda J. Pin o, Ge / 1 . d OHV� EXISTIN.� OVERHEAD WIRES 159-123 P OR EQUIVALENT LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL BE CAPPED AT EXIS� I NG CLEARING - Otq,i � r 00;` : / / - VC ( ) IL END OR As NOTED. LIMITS OF FOOT PATh :: / '' ap° f�l`' e o / 383-19 rRV7 / Po`�# r�." O l I r F 2 far' L%c�' >j� J / / EXISTING PVC GLEANOUT THE PROPERTY LINE INFORMATION SHOWN 7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRS TWO (2) FEET BEFORE PITCHING / (tr Zr. lesr. e r - IS BASED ON AVAILABLE RECORD PLANS TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO ASSURE EVEN / :4� -- ,Z / / GAPPED TO GRADC BA P O O ; `� / AND DEEDS. DISTRIBUTION. '\O / TEST DOLE LOGS Sr Pos 8.) GROUT TO BE USED AT ALL POINTS WHERE PIPES EN TER OR LEAVE ALL CONCRETE STRUCTURES IN ON FO ��. ; / LSA EXISTING LANDSCAPED AREA A TITLE SEARCH I HAS NOT BEEN ORDER TO PROVIDE A WATERTIGHT SEAL PERFORMED FOR THIS SITE. /00%� *�144 ��'FJq/N/ l PE N T .. 9J HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE Test Hole:#i (EL=20.0±) FT G P Fasting Septic components to D DENOTES CB FOUND �/�/'D ORC DETAIL SHOWN 15 BASED DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. lb" h be Removed(See Note#22) N AN ON-THE-GROUND INSTRUMENT Depth Layer So l Class Soil Color Comments �OR eUFFF P . `Z `/1. LIGHT P ST E(5T NG SITE 4'1 I OJ IN ACCORDANCE WITH 3 I 0 CMR 15.22{, ALL SYSTEM COMPONENTS SHALL BE MARKED WITH /tij/� R ORC/y EXISTING L G O Q 0"-12" A Loamy Sand I OYR 3/2 //7 SURVEY PERFORMED IN EMBER 201 2. SEPT MAGNETIC MARKING TAPE. q / oRrf 12' 40' B Loamy Sand I OYR 5/G EXISTING PRIVET FLOOD ZONE: V I G (ELT 5), 40"-G4" C I Medium San c 2.5Y G/4 q��C/ I .�::*­:�,_ ., . , r -'­ I . 0 �\ `.v i 1.)THERE ARE NO KNOWN WELLS WITHIN 100 OF THE PROPOSED SOIL ABSORPTION SYSTEM. G4"-1 20" C2 F,ne Sand 2.5Y G14 Perc @ 82 �� 120'-132' C3 Medium Sand 2.5Y 7/2 1 ' 12.) FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF THE ;` I ; / A 13 (EL 2 B C CERTIFICATE OF COMPLIANCE, THE PER SHALL BE STAKED AND FLAGGED TO PREVENT USE OF � 6� _ Oty_`W-� PROPOSED WATER SERVICE FIRM PANEL z5oo01 000� D THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. Test Hole#2 (EL=20.0±) / / _ v n /ST/ EXISTING CONTOUR PANEL REVISED: DULY 2,+992 1 3.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS --A - Depth Layer Soil Class Sod Color Comments /PEP G e VERTICAL DA UM. CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE e0 q/R� �'Q / \ LANDSCAPE TIMBER STEPS N VD DESIGNER. 0'-i 2" A Loamy Sand I OYR 3/2 -1,(� �/S qz "' ' PROPOSED CONTOUR ZONING DISTRICT: RD-I 1 2'-40" B Loamy Sand I OYR 5/G y/q T// G ,:. 14.)THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE �� \ OVERLAY DISTRICT. AP 40"-64" C I Medium Sand 2.5Y G14 BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE SEWAGE C2 fine- Sand 2.5Y G/4 Perc @ 82" I. Un, DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT AND THE 1 2 -!20 / ��M APPROVED PLANS. 48 HOURS ADVANCE NOTICE 15 REQUESTED. 20-132' C3 Medium Sand 2.5Y 7/2 / „••a.•.., \ - - _ EX15T. 8" WATER MAIN SEPTIC LOCATION SHOWN _ ,,.•...-.,^-•..-...•--. '., _.....,=...a.A,..r:.,;,••'."..E� PER TOWN A5-5UILT DATA 1 5.) LOCATION OF UTILITIES I5 APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR DATE OF TESTING: 09/I G/I 0 P#1307G SITE PLAN DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO SOIL EVALUATOR: BF ADLEY BERTOLO, FIT, CSE MAP 225 PARCEL 2O \ WP WATER PIT COMMENCEMENT OF ANY WORK. THIS INCLUDES, BUT IS NOT LIMITED TO, REQUESTS TO DIGSAFE, BOARD OF HEALTH AGENT: DAVID STANTON, BARNSTA13LE HEALTH DEPARTMENT :"' / ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. PERCOLATION RATE: LE55 THAN 2 MIN/INCH IN "C" LAYERS DEBRA J. PANE : / PROPOSED SCALE: I " = 20' I G.) CONTRACTOR SHALL VERIFY THAT ALL WASTELINES ARE CONNECTED BY WATER TESTING WITHIN NO GROUNDWATER ENCOUNTERED /� / BOARDWALK I OO' WETLAND BUFFER SURVEY WORK BY: THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. (V / PROPosED STEPi�1EN DOYLE AND ASSOCIATES f STONE RETAINING 17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY tLJ r. SEPTIC SYSTEM COMPONENTS. Test Hole#3 (EL=22.5±) WALL 42 CA,NTERBURY LANE :: EAST FALMOUTH, MA55ACHUSETT5 0253G 18.) INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. SITE PLAN SHALL NOT BE USED Depth Layer Boil Class Soil Color Comments �/ i ,,., \ WORK LI M ITMAYBALE LINE FOR STAKING, OR ANY OTHER PURPOSES. (� SOT 2 \ TELEPHONE: 5v8 540-2534 O"-10" Ap Medium Sandy Loam I OYR 3J 1 Q PARCE �`� - SJdsurvey@aol.COm \ '` , iF 19.)THIS PLAN DOES NOT CERTIFY, GUARANTEE OR WARRANTY COMPLIANCE WITH DEEDED OR ZONING 1 0"-30" B Medium Sand I OYR SIG l ' 3 ""� % BYLAWS, SPECIFICALLY, BUT NOT LIMITED TO, SIDELINE SETBACKS AND BUILDING HEIGHT 30'-1 32" C I Fine Sand I OYR GIG Perc @ G7" .:. / (BEti �� RESTRICTIONS. OWNER IS RESPONSIBLE FOR OBTAINING SUCH A DETERMINATION FROM THE y;� 57 (5) k a� Prepared for: APPROPRIATE AUTHORITY. ; g r,Iu T, •'���" �,/ • I n ker % 50' WETLAND BUFFER a6a �. 20.) IF SOILS DIFFER FROM THOSE SHOWN IN THE SOILS L0G5, DE51GN ENGINEER IS TO INSPECT THE T Test Hole#4 (EL=2?_.5±) L___-_ I2 �`5°` 143 Inwood Ln., West Hyannis Port, MA SOILS PRIOR TO PROCEEDING WITH INS ALLATION. Proposed Sewage DlSpoSal System 2 1.) EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND AND Depth Layer Soil Class Soil Color Comments 143 I nwccd. Ln., !,vest 1lyanrns Port, MA ABANDONED IN PLACE. AREA TO BE COMPACTED TO MINIMIZE SETTLING. 0'-7" Ap Medium, 5anoy Loam I OYR 3/I i 22.) EXISTING SEPTIC COMPONENTS TO BE REMOVED. ANY CONTAMINATED SOIL SHALL BE REMOVED 7 24" B Medium Sancl I OYR 5/G FOR A DISTANCE OF FIVE (5) FEET LATERALLY FROM THE SOIL ABSORPTION SYSTEM AND REPLACED 24"-13?_" C I fine Sand I OYR GIG Prepared by: WITH CLEAN SAND. AREA TO BE COMPACTED TO MINIMIZE SETTLING. 20 Rascally Rabbit Road sir..; o Marstons Mills,MA + ± AS SHOWN ON PLAN 02648 `. ��� 23.) INSTALL A 40 and HDPE LINER FOR BREAKOUT FROM EL 23.0_ TO EL 1 9.0 S _ (SEE PLAN VIEW). DATE OF TESTING: 03JG7/13 P#13883 SOIL EVALUATOR: LINDA J. PINTO, P.E., C5N ENGINEERING 11,__1._ ®�` �bi� -`\ ' 24.)5O1L REMOVAL: ALL TOPSOIL("A" LAYER) AND SUBSOIL("B" LAYER) SHALL BE REMOVED FOR A BOARD OF HEALTH AGENT: DON DESMARAIS, HEALTH DEPARTMENT INSPECTION NOTE: w DISTANCE OF FIVE(5) FEET LATERALLY FROM THE SOIL ABSORPTION SYSTEM DOWN TO THE CLEAN PERCOLATION RATE: LE55 THAN 2 MIN/INCH IN "C" LAYER I III, SAND LAYER(EL=20.0±). AREA TO BE BACKFILLED WITH CLEAN SAND AND COMPACTED TO MINIMIZE 20 40 GO PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM F.O.Box2030 Fhane:(508)299-3250 SETTLING. NO GROUNDWATER ENCOUNTERED NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. A. M. V1/iIS011 ASS®CIBt�S A11C. TeaEicket,M13 02536 .. Fax:(508)548-5478 SCALE I "=20' ,_ I I � I ,1� 1i CACSNWW-Inwood\AW-Inwood-SD5 Plan.dwg 508 420 9792�FAX 420 9795 Date:03/1 2113 Scale: As Shown By: LJP Check: MTA Project No. C5N031 5 s