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HomeMy WebLinkAbout0181 SCUDDER'S LANE - Health 181 Scudder Lane Barnstable A = 259 006 a = v i 0 II i 7- Z ' Zoo \ aV^ 5 10 I.A/,0J p,� -t o (20 o M C o u N'( J;lf0 2u0h-k ►7� 5�4Av nr ,tw S.S D.S D�-�►�45 sy,S1Lt� � a Co �.+ �ort.M�'ty N G� �i O 0 S�. a 7- Z - Zooq ��►J�S �y,�1LM � a Cati �v�1�►'( l SIT i n3 4% "O u s q �t_oo lL e�� �� II - f T; r y _gyp i fn i ^v�. �� • d'#:{7..6'*I.' �• mod` �' >iar . ':..r iv TOWN OF BARNSTABLE LOCNTION SEWAGE#. p VILLAGE S/lESSOR'S M &nPA/RCEL INSTA'LLER'S NAME&PHONE NO. (, _ /�/ Q3�� SEPTIC TANK CAPACITY s ZO// LEACHING FACILITY:(type) Gf��i�1 / (size) s7- NO.OF BEDROO S OWNER � 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 oalei facility). feet FURNISHED BY AVS( Zito Iq 'I -F 1 - - 3 /3?' " �= �s' . a -. ems. _.. } ., _r. _. -.. •�: � - -. �Y w �No. t.�_.. r q t► Fee lw THE COMMONWEALTH OF MASSACHUSETTS µ Entered in computer:_Z Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZIppitratton for Oiootaf braem CouttrUrtton Vermit Application for a Permit to Construct( ) Repair(V/Upgrade( ) Abandon( ) ❑Complete System t�'J individual Components Location Address or L t No. /O/ 5e e�' (?'wd Owner's Name,Address,and Tel.No. 2 sq DD0 G �� 1 Assessor's Map/Parcel A71_15 e i Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms !7 Lot Size �� Garbage Grinder ( D Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min..required) gpd Design flow provided ✓SZ gpd Plan Date `r Z `D Number of sheets Revision Date Title )ye P Size of Septic Tank Type of S.A.S. 5 411-20 l Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: r 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 Date Application Approved by Date 7 2— ®!j Application Disapproved by: Date for the following reasons Permit No. 2 o oq - I 8 Date Issued -7 Z— Z0011 •°` \ t "' Fee � " 1 Entered in coo Yi ipluter: T1'1HE COMMONWEALTH OFIMASSA&USETTS � 1 ;Yes - ' I' PUBLIC HEALTH DIVISION -.TOWN OF BARNSTABLE, M A�SSACHUSETTS ZIpprtcation for �i. 'Agar 6p�Mem Cow6truction Permit Application for'a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑ Complet System L�J Individual Components t Location Address or Lot No. /�� ' ��( �°�+� Owner's Name,Address,and Tel.No, 2 V OD6 1ti;��,dd Assessor's Map/Parcel Installer's Name,Address,and Tel.No. �-1 Designer's Name,Address and Tel.No. f nl,, Y Type of Building: Dwelling No.of Bedrooms Lot Size !i �Cs q-fY.' Garbage Grinder (/64D Other Type of Building 1�e,5, f.ire No.of Persons Showers( ) Cafeteria( ) Other Fixtures C- Design Flow(min.required) gpd Design flow provided ✓ gpd Plan Date 6 ` Z `e9 Number of sheets ,4 Revision Date Title yr .5 I yZ" ��d/ X?'; Size of Septic Tank Type of S.A.S. '--5 Description of Soil Nature of Repairs or Alterations(Answer when applicable) L r �. Date last inspected: , Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. / y Signed I Date 7' Application Approved by Date 7- 2- Application Disapproved by: Date for the following reasons Permit No OOq Date Issued -7- Z e Zoo THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIF ,that the On-site Sewage^Disposal System Constructed ( ) Repaired Upgraded ( ) Abandoned( )by e of at l6/ 5C (��/ /' -5 1e5 f�i 1%as been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ZOO q 1 el- � dated � - Z' Oft. . Installer 60o_,l b L.v i 7 i Designer #bedrooms -Sr Approved de`sDfun ` w S Sd gpd The issuance of this permit shall not be construed as a guarantee that the system wiltion as designed. Date Inspector _--------Z--..,----------=----------------- ----.----'---------------------------" Fee_-------J�------- 7I THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS �tgpool *p5tem Con, ''truction 30ermit Permission is hereby granted to Construct Repair ✓ U rade Abandon �F ) p � ) Pg � ) � ) System located at g/ ✓GG�� t"1S lh*�oi `� S,/`'` '�j(�' 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. /q) Provided: Construction must be completed within three years of the date of this pe ` •!4. Date 7 - Z C?D q Approved by � y FROM :down cape engineering irc V FAX N0: ,:15083629880 Jul. 27 2009 -09:28AM P1. Regulkory Services • Tho111d1s F. t"a ler, Di -ea.tOr ' nrn Public. health 'Division - 'Tho=s I�cIC.enI1,Y9iu eater 200,N4uin Sfrcet,11ponods,MA 0266 ' Office: 508-8 2-4644 rflx: 508-790-63(1 i To��;talle>r ll�esu Tne a Ta a�tnticateana 1FcerBBu ; Date: aSelvage Pcramilt# Mo lQ� e Assessor's A�alilll➢axse'l .� 'Desig e ' r Installer: IMOI VIOA Address: 1 , Address: . -- '9Oil . was tssuecl fi permit to Install a (date) (itlsfaher) septic system at..../P/ �C1.4 k4� rased on a design drawn by - (address n,w d R l dated. °� U signer) T certify that the septic system refers-wed above was installed A hslanfiall.y according to the design, which may include. minor. approved Changes such as lateral relocition of,the diStliliittio)i box wid/or, septic tank. ' T certify that the septic system reiorenced a.ove was installed with,eT s>jor ch hgcs (i.e. greateT than;1.0' lateral relocation ol'ifhe SAS of any vertical relocation of a.ny'component of the septic.systcln) but in aecoidtiiice with State& i:,oDl.Regulations.'_Plan Tevision. or Certified as-built by designer to follow. a -H OFIFILA MqS (i 18 al,ler' +`Agil<9ture) uUNAIA sy C.7 QWIL y No.46502 r.� s Signature)' (Affix De. t;iAAiplIere) PL1EAS➢i, iCtETUi N TO IBARNSTATBT.F. 1PUBLIC. HEALTTT, DMST0N. C:EKf11;.ICATE OF COWL1A+iC.E WILL,..NOT BE lf"S TRY) T.1N1'I� 1L3iD �$ TTi!(S, FORM 401) AS-lIlJtI,T L'AlFtI9 ARE RECM):(B`S('A'J<ll+e FT dBAR.NSTABLE PUBLIC W L'1'11 DIVFSiON. TH.A..M.C.YOT-1, Q:Unal.th/Sutic/Designer Certification Dorm 3-26-04A u: i Town of Barnstable P# qh De artanent of r P Regulatory Services / o Public Health Division Date > (2l v 039- Main Street,Hyannis MA 02601 Date Scheduled [,l /3 Time 1 Fee Pill ge' Sol Suitability . ty A ssessrnent,f®r Sewage ,Deep®sal Performed By Witnessed By: LOCATION&,GENERAL INFORMATION Location Address S[••iJ0t (Gv�P-,, Owner's Name Address l ((( Assessor's Map/Parcel: 2 0 0 W Engineer's Name NEW CONSTRUCTION REPAIR Telephone# Land Use Slopes(%) Surface Stones Distances from: Open Water Body ft, Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line ft Other g SKETCH:(street name,dimensions of tot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) Parent material(geologic) y Depth to Bedrock, Depth to Groundwater: Standing Water in Hole: Weeping from Pit Nc:e `Estimated Seasonal High Groundwater DETEY2IbIINATION 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 ft. Index Well# ' Reading Date: index Well level Adl,factor— Adj,Groundwater Level PERCOLATION TEST Date- 'Ihne� , --"- `� FORM 11 - SOIL EVALUATOR FORM 'f Page 2 of 3 Li � Fu Location Address or Lot No. —r ! �,` ` 1 On-site .Review Date Time,1� .r f:'` ' i Weather Deep Hole Number ........_...:.:.... ;I ; % Location (identify on site plan) ......::.:....::::..:_'.�..., ,.:..::::::.::._:...:::.:.::-...;,::. ....,.:...::..._.,....,.:.,..:...: : _:M,,.::.:. ....,:..:...::..:.....: Land Use ...,....::::_.. v:.....::......: ... Slope (%} Surface Stones ;:...:,.:.:.:... .:.:,:.::.::...:- Vegetation ::.::. ;....... _.. .. Landform� _. . Position on landscape (sketch on the back) - -- Distances from: Open Water-Body feet Drainage way.... feet - Possible Wet Area feet Property Line feet Drinking Water Well feet Other DEEP OBSERVATION HOLE-.LOG* V t� Other Soil Depth from Soil Horizon .Soil Texture So Color Soil Surface(Inches) (USDA.) (Munsell) Mottling (Structure, Stones, Boulders, Consistency. % Gravel) j cep XX 5 r L c , Parent Material (geologic) DepthtoSedrock: D®Ath to Groundwater. Standing Water in the Hole: Weeping from Pit Face: Estimated Seasonal High Ground Water. DE APPROVED FORM-12/07195 f May. 26. 2009 9: 18AM CAPE COD ORTHOPEDICS 508, 7711496 No. 5473 P. 2 down cape engineering, Inc. SIEVE SOILS ANALYSIS S Hall 181 Seudder.xlsx DATE OF REPORT: 5/14/09 (TH 4-28-09) JOB : GRAIN SIZE ANALYSIS-SIEVE TEST SITE: #181 SCUDDER LANE, BARNSTABLE, MA LOCATION: Stetson Hall TH1- C3 HORIZON SIEVE ANALYSIS Weight Somple(Grams): 422.2 SIZE :WEIGHT RETAINED ; %RETAINED ; %PASSED . ..tsum.?. . [3-/-1 .... ....----6-p;----------- --------- ...:100.0%----------------•---.. - --- - =-- o" 0.0� 0.0/o; 100.0% " ---.117: 2.8°/6� 97.2% __................... -� �" 4 23.11 5.5%; 94.5.. .. ... ---- ----- — 91.5% �_—_--- ----• - ---------5--- ---------� :70�-;..-----•---88.3% ------ ..............................------ --�- ------ 0 . 114.5: 27.1%� 72.9% IPY .............•-•- ...........---- o zo1.7� a7.a%� 5z zoo0 --4.......... .....2'S54.0*---- 80.2% .. ---- '39._13% •...........................---------_--_---.-----....... ...0 327.5; _ _77.8_%: 22.4%00 00 N ..................422.2 ------- -100.0% 0.0% - YMPLE: NOTE:TEST ON PASSING 94 ONLY,8.5%RETAINED ON 94<45%O.K.' RESULTS: SOIL CLASSIFIED AS AASHTO A-3(GRANULAR,FINE SAND)(UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING 04 SIEVE 94 900% (TEST ONLY MATERIAL PASSING#4) OK S� o ° 96010/0•100 k OK 0100 00/o-2075 OK DANIriLA. 0200 0%-5% NG OJAIA CIVIL TOO FINE FOR"FILL"IN TITLE 5,BUT CLOSE.` No. 502 7.5%PASSING#200 SIEVE DNA RESULTS: Et RESULTS;PERMEABLE MATERIAL-CLASS I a5 MINAN.MATERIAL NONCOMPACTEQ SOIL DESCRIPTION: FINE SAND, SOME SILT 0.74 GPD/SF MATERIAL i - r TOWN OF BARNSTABLE 1 L&CATION SEWAGE # I VILL-AG ASSESSOR'S MAP & LOTX,�f_f- OaX'� INSTALLER'S NAME & PHONE NO. "17 5�6 0 SEPTIC TANK CAPACITY LEACHING FACILITY:(type) ;6 pz-, (size) L/ 9 X2� NO. OF BEDROOMS �r PRIVATE WELL OR PUBLIC WATER 1 BUILDER OR OWNER fy\, DATE PERMIT ISSUED: i a l3 I �► DATE COMPLIANCE ISSUED: 41-- C 2 VARIANCE GRANTED: Yes —No . `,F,; ._�.---•:.�_— •�.. f'ry>> a'rC� i I S i ... � Ob THE COMMONWEALTH OF MASSACHUSETTS BOAR®. OF HEALTH TOWN OF BARNSTABLE , ppliration for Dispasa1 Works Tonstrnrtion ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ..-- �___.s �9 �,�.�-►�r_ ► , � b - - ........................... on-Address or Lot No. Owner dts .......- _ ._ 40�!.4.1r6.�.GaY ..1.1taF_..�2 aller Address d feet Type of Building Size Lot___________________________S q. V Dwelling No. of Bedrooms._.._.......y------•-._.-___ _____Ex Expansion Attic►-� g— --------- p ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................. Showers ( ) — Cafeteria ( ) Otherfixtures -----------•---------------------------------------------•---••-•--•-•----•-•-•••--------------...•-•--•-••----•---........----............-•-•------ W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity f Vv gallonst'�L ength................ Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below 'nlet.._......_...._..... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) 4/H'X 41" �j G`(I-e yS Percolation Test Results Performed by.......................................................................... Date........................................ W Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ' f� Test Pit No. 2................minutes per inch Depth of.Test Pit................... Depth to ground water........................ ...................................- - ODescription of Soil C Sz.:..S .%n. ...........................=........................................................................................ x W V Nature of Repairs or Alterations—Answer when applicable................................................................................................ -••--------------------------•------•----------------------•-------------------------------.....----------------------'---.....------------------------------................-....................... .. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code.—The undersigned further agrees not to place the system in operation until a Certificate of Compliant has een issued by the board of health. Signed ............. - --- -------------- -- -- --- --yam-- . . ........� ........... ----14e&ZF................. Application Approved BY -- --. 0...�.. �J-------------------------------------------------------------------_---------- -------/°�,�-�-e-- Application � .. � Disapprovedfor the following reasons- ------------- -------------------------------- -- ------------------------- ------------------ -------- - -------------- - - --------------------------- - -- ---------- ------------- - --- Dace PermitNo. ........... -� Jr ------------------------ Issued ............................... ----- . ----- ........... Dace �i_ ,Sv �} THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE' 'L Appitrtttt4n for UMVviial Workri Tomitrurtion ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: �� t .... ......... ..•..... ---......_..................... ,.Location-Address - or Lot No. ."F.......= :��.. _ A.Z r____ _____________�r f�_�r� r:�.:r....E �: Owner M1 (Address ((� __._!_!_... _tA•-t <tv�:\.�._l_ Al. Installer Address y Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms.__._____.__41____________________________Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ____________________________ No: of persons_.......`................. Showers ( ) — Cafeteria ( ) p' Other fixtures . / > r ..........................- ____________________________________}.___. ..___:____._...__..__.__________________._......_.___.____....._...._____. W Design Flow.............f._ gallons per person per day. Total daily flow____________________________________________gallons. WSeptic Tank—Liquid capacity.t_�L?0.gallo 1& 'Length___ Width---------------- Diameter__-_____________ Depth................ x Disposal Trench—No_ ____________________ Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No.................. Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( )• �, e-Dosing tank ( ) t(/y,X y G`I W Percolation Test Results ( Performed.by-----------'............................................................. Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water--------............... . fs, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Ix ---•----•---•---••----------•-----•---••-•-•-----------•--••--•-•-•----••--•................................................................................ ODescription of Soil......... ----••=--- F = < ----------------------------------------------•--•------•--..---_.____--- U ••----••-•-••--•-•--•----•--•--•--•-----••••-•----------------------------•-••--•••-.._.......-----•-•--••---•-•------•-•-••---•---- W UNature of Repairs or Alterations—Answer when applicable............................................................................................... ....................................................--•---•---•-•-----•-----------••-••--•-•--._...--•--•-•------•--------------------•--•----------•-•-••--------•-•-•---------•---........-••--•-•--- Agreement: The.undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed ---..--.....7�_ ve, c;�`= ---- _ ....- to Application Approved BY !k. L -------- Application Disapproved for the following reasons- ....................................................--------------------------------................................................ ----------------- --- - - --- --------- - ------------------------------------------ -------------------------------- ---- --- ------...---------------------.-...... ... ......---- ---------------------------- Date _Permit No. ............ 1` .............. .... Issued ------------------ ...........................----------------- Date THE COMMONWEALTH,OF MASSACHUSETTS r { BOARD OF HEALTH ! TOWN OF BARNSTABLE (11elttfteate of Tomplianre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed (' ) or Repaired ( }�) by- - i�r � �v� - V Installer at ----------- b'1------..S. .. ....---..J1—_­.�.............. ........ . ---------------------.------------------------------------------------------.----'._-------- has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ----- ' --....j.` .-- dated ................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.. C, .. Inspector -- �- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH No.... TOWN OF BARNSTABLE FEE...... �"�.... Disposal Workii Timnitrttrtilnxt- lermit Permission is hereby granted..........1=- /r,,y� s.... M-____�((_°!!_:�------------------------•-----4----.....------.....---..................... to Construct ( ) or Repair ( k} an Individual Sewage Dispslal System Street Jras shown on the application for Disposal Works Construction Permit No._//:: J __ Dated.......................................... ................................... t .................................................- DATE_ Board of Health ---••--� - •....................••-•-•••-•-•--•-- FORM 36508 HOBBS♦!t WARREN.INC..PUBLISHERS r r STANP: BARNS'TABLE HARBOR L' N80175p•'T� �Y �� PLUG IN - � 1,9 y 57, a RocxB r ekJ �M... RA/LkDABA RN. D €�f J%WOL LOCUS MAP Ce LOT 33 �' WA LOT 34 es `_ aLL �. ~ e --- w PLO T PLAN w � 88 e e OF LAND LOCATED IN 90 B�1RN5'TABLE; , MA. w W EXTEND STONE OLMAY ,, g w PREPARED -FOR EX . u co�n7 � & PATRICIA H MURPHY' RE V9� - _ e ?ICHAELJ_ WPoN UR 11/3/94T 9E cn T 44 _EXISTING SLAE PATIOTO BE..................... .. REEWILT w t -_,gyp r— _ ' GRAPHIC SCALE. co CID 98 w - - b e TiYIN L ►\`lr 40 0 20 1ON SIR 11111,111,111101ry Jim ATE CARAOE 9 S D t h FEET i ) w 1 n 40 M Via, o' °' ae oar 69 _„V SETBACKS'.', 30'(ROAD), 15'(OIDEO) TITLE: e �^ F NAIL , PLAN.REF L C.20950K MED RES. 'ZONE. "'RF'I" PROPOSED. N80° •' V=100.0' SITE PLAN 3110"yy ° DENOTE5y OEDAR TREE NEISTING OPENINGQ IN BE i,[1JL DATE D: INFILLED AFTER �T• . CONSTRUCTION uN NEW L� r LARGE RNODEDENDROI'1 � //ll�....JJJ ' 03/09/0 p`4STO -c B. YANKEE. SURVEY CONSULTANTS REASONS: UNIT INDUSTRY ROAD 1, 40B �s'TONE 44NL� P. 0. BOX 265 .. MARSTONS MILLS, MASS. 02648 E,B. TEL., 428—0055, FAX 420—5553 DRAWN PROJECT A: PROJECT NO: J-f50594D GG(M DRAWMGNO.: �t L I e r STAIVP: i EXISTI NALL STEP BO O' AS iEg O J SPA t l 18' p' EX I ST I J ,0 15'0 PATIO40EESUoe ;� Rg .� J REBU1 a M � O J w w �'�, p C NC . Q t.{ J P O,L �. J wLU q 1 JL1/ 0 � ,ti � ca p 0 � m SHED M 4 075. TITLE: STEPS - 19 POOL PLAN DATE BMED: ATE — — — REVBIONS: DRAWN BY: BD I 1� PROJECT A: PROJECT NO. DRAWING NO.: �# POOL TERRACE PLAN Y4" = 1 '-0" a� L I l L r r { r- 4 ��.. -- STANP: - I EXTEND STONE EXISTING STONE RETAINING WALL AS WALLS n NEEDED 1C• r<'t.5 1 �' O/ l� �. "i-'•_I COORDINATE APINGw/POOLp1(p .r` �.7j i �,I> \ / ,� y.,���'.� /'7 I I U �`Z G�!' G� I LyY✓1 k c AREA LANDSCAPING i � J . EXTEND STONE PATIO SURFACE'AROUND `RE-BUILD EXISTING - 1 SIDE TO POOL AREA BLUESTONE PATIO " - LINE OF NEW - - E . ' - ROOF ABOVE LINE OF EXISTING DECK TO BE REMOVED LINE OF NEW FIXED SCREEN - .. ROOF ABOVE PORCH PANELS - t s S 6 NEW SLAG ON GRADE WITH STONE FLOOR <IppE - - GRANITE STEP TO.GRADE r ----------,.Exls ------------- ---- -� ------� 3 LIVING ROOT I, �1— WIDONS To 1 REMAIN J f - EXIST. BAY NEW SLIDING .WINDOW.TO PATIO REMAIN EXIST' PA DOOR FAMILY R OO 1BREAKFAST SLIDING . . F I ' ( DOOR TO REMAIN • z i r. .. SOLID P05T5 IN WALL - W W'f --- ---- -- _= I > I LINE OF NEW - RECESSED BM. ABOVE + --- is -- ------------------- --- a ♦� mlr' --- POW DER > M LI EX15TING DROPPED) - '1 - GARAGE Q � NN ' NEW FRENCH DOORS TO ' � I 1 _ BEAM � � •..- - - L� �'N - POOL TERRACE UP I I - O Z S 1L ------ ------ ------- OD m 1.4 MAHOGANY - Ii EDGE OF BALCONYr- ¢ DECKING P.NG ON DINING ROOf1 KITCHEN WALKWAY ABOVE L.L� FRAME CEDAR PERGOLA LAUNDRY FRAME ABOVE O .., $L, NEW DECK I II FOYER HALL - , 1 I i up TITLE: PORTION OF NEW DECK TO, FOLD-UP TO ALLOW ACCESS 1 TO BASEMENT VIA EXISTING '�. . - I PROPOSED CONCRETE STAIRS FIRST FLOOR 1 PLAN i + FQ FIC€ BEDROOI`l - _ t5-8 fauNoerlaN . FOLDING HATCH •• IT'-9' Y-9' ON b CON DAnMle00!'ING ON ' c. TO BULKHEAD - FOUNDATION KALL uW 1 + J L---------------- KEYED FOOTING " ESUED. ON if*XIO'DEEF ' CONC. B� DATE FU ------------------------- -- REVISIONS: 03/09/OS O ;`I------------ -�`. � 4' 4•coNc:swe 1 . .. - i I oN✓COnFACTED Glove I I .. LI I I it ii I it li I i I I I / .DRAWN BY: li PROPOSED FIRST FLOOR PLAN �L __--___-___- -- - -- --J 1 / PROJECT#: � ---J � PROJECT NO. SIGLE:I/4'�I'd DRAWING NO.: FOUNDATION PLAN AT SCREEN-PORCH Al 11 L _ _ a r STAIVP: 21.-0. n , 12. i E A B NEW VI L CLAD NEW VINTL CL D pg I CASEMI?J S ON OD ABOVE CASEMENT .RUBBER EA. SIDE OF WINDOWS . AHED PI TURE, © © © ©DOW - MEMBRANE SYSTE BELOW . IX4 MAHOGANY - - OPE O LOW AO B AQ � 3" b' DECK F S N 30 W.,WOOD RAILING . N OFFICE -4 1 NEW SLIDING DOORS TO ROOF . aQ DECK BALCONY - — -- -- -- +- -- ®gg 4 M. SUITE LL S AREA. I. BALCONY L u II HALL ex. bier DN. BALCONY U ' r , CL. W W h 11 OPEN T MILY RM. BEL �J r W uj Lu 0 BEDROOPi N 2 ---------i I N Z k �a BEDROOf1 I ---- -_- ------ �� ,,, co co r R _ _ co AIL. L 1---------------.------------'— I . .. NEW ACCESS.DOOR t 1 1 TIRE: ..NEW 5HED DORMER 1NINDOW - SCHEDULE - �--- ------------- --------------' ----- -------- .-----` --------' - -----_ P (2) D.N. WINDOWS Bib SYM, MANUFACTURER% UNIT ROUGH OI�LNING REMARKS PROPOSED GRILLES SECOND FLOOR A ANDERSEN pe 4'-0 ero•xe'-o IS/e• p� S ANDERSEN'P5W 3'-8 eie•xe'-O . PROPOSED SECOND FLOOR PLAN C ANDERSEN.02e 4'-o Irr.e'-O ero" SCAIEn/a'-ra. D AN0MI!N CTC?.. 4'-0 f/2's2'-2 7ro', - DATE 651ED: 03W/05 E ANDERSON TW2442 T-i 1ro'xW-4 7ro' REVISIONS: F ANDERSEN FW.00" e'-0•x6'-8' UNIT SIZE G ANDERSEN FWW"G W-ONW-S' UNIT SIZE i NOTttsk 1. PROVIDE INSECT SCREENS DRAWN BY: BpI�R 2. HARDWARE TO BE SELECTED BY OWNER PROJECT B: PROJECT NO. DRAWING NO.: Al 2 t L LEGEND SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL . NOTES MARKED WITH MAGNETIC TAPE OR SYSTEM DESIGN. (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. PROVIDE AS NEC. 20' MIN DIAM. WATERTIGHT 1. DATUM IS ASSUMED Barnstabk Harbor 99 -- EXISTING CONTOUR ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE 2. MUNICIPAL WATER IS EXISTING X 99•1 EXIST. SPOT ELEV. GARBAGE DISPOSER IS NOT ALLOWED \ P FOUND, EL 97.,V FILTER FABRIC OVER STONE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. Locus 99 PROPOSED CONTOUR DESIGN FLOW: 5 BEDROOMS ® 110r GPD = 550 GP_ D MINIMUM .75 OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 81 ° 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS ADD TEE BLOCKS OR ° 198.4] PROPOSED SPOT EL. USE A 550 GPD DESIGN FLOW TO BE AASHO H-M 4"SCH40 4"osSCH40 PVC PRECAST RISERS TH 1 PVC MORTAR ALL H-10 a .� ,.: PIPES LEVEL 1ST 2' COMPONENTS 5: PIPE JOINTS TO-BE MADE WATERTIGHT. o� ° aeti TEST HOLE SEPTIC TANK: 550 GPD (2) = 1100M INV'S EL. 78.0' 3' ENDS (�') RE-USE EXISTING SEPTIC TANK** �D• EXISi1NG 14• y SIDES ec p,o�,o�ve�ee�o 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 2� SLOPE OF GROUND E 1500 GAL H-10 , • �0000g000 310 CMR 15.000 (TITLE V.) 86.82 TEE �E 86.57 ®®®® 0®®� ®®®® ®®P1 )°°°°°° 0 SEFnC TANK** u u o 0 0 0 0 0 0 o 0 0 0 0 00000000o 0 0 0 0 0 0 8' MIN.. SUMP o °o 0 o a�oao®®®a®® ®a®oo®tea®®® > 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO O 0 0 0 0 0 a . O > 0 0 0 0 >°o°o°o°o 0 000000000000 0o t2 MIN. INT. DIAM. 00000000 ®®®®®�®®®®� 0®®®�®®0®®® ° ° ° ° UTILITY POLE LEACHING: GAS BAFFLE :: 0 0 0 0 o o ° ° ° ° : ° ° ° ° 111111111 SIDES: 2 (47.5 + 10.83) 2 (.74) = 172 GPD o �00000 �0�000000�0 N 00000000 o 0 0 0 0 FIRE HYDRANT 78.35' 78.18' �o�o�o.o ®®®®®0®®®® ®®®®®®��®�� 'o°000020° ° ° BE USED FOR LOT LINE STAKING OR ANY OTHER 'Qoi7r000 PURPOSE. NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING BOTTOM 47.5 x 10.83 (.74) = 380 GPD ° __[ 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 3/4"-1-1/2" DOUBLE WASHED STONE H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. > TOTAL: 747 S.F. 552 GPD (5) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 47.5, X 10.83, WITHOUT INSPECTION BY BOARD OF HEALTH AND a O *THE INSTALLER SHALL VERIFY THE USE (5) H-10 500 GAL. CHAMBERS (ACME OR EQ.) COMPACTION. (15.221 [21) PERMISSION OBTAINED FROM BOARD OF HEALTH. WITH 3 STONE AT SIDES AND 2.5 AT ENDS 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCATIONS OF ALL UTILITIES AND ALL DIGSAFE (1-888-344-7233) AND VERIFYING THE BUILDING SEWER OUTLETS AND LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCUS MAP ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM o- 10 ) ) 68.2' BOTTOM TH-1 & 2 PRIOR TO COMMENCEMENT OF WORK. NOT TO SCALE MA ( SLOPE ( 1 76 SLOPE NO GROUNDWATER FOUND REMOVED 5' BENEATH AND AROUND THE PROPOSED 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE APPROVED DATE BOARD OF HEALTH FOUNDATION EXIST. SEPTIC TANK 82 D' BOX 20' LEACHING LEACHING FACILITY. W ASSESSORS MAP 259 PARCEL 6 • FACILITY 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. I **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT TEST HOLE LOGS y GALLONS AND ITS SUITABILITY FOR RE-USE. REPLACE „ 15�) WITH 1500 GALLON H-10 SEPTIC TANK IF NOT SUITABLE. o� WAY" ENGINEER: STETSON HALL, RS 197.54 WITNESS: DAVID STANTON, RS DATE: APRIL 28, 2009 PERC. RATE _ _ < 2 MIN/INCH 5' REMOVAL OF UNSUITABLE SOIL REQUIRED - 33 CLASS I SOILS P# 12546 AROUND PERIMETER OF LEACHING FACILITY, C DOWN TO SUITABLE SOIL LAYER. REPLACE WITH CLEAN MED. SAND, TO MEET 00 ELEV. ELEV. SPECIFICATIONS OF 310 CMR 15.255(3) WILLOW / ED OF 0" 4 81.2' 0" 4 81.2' +81.23 LA A A1.17 AT BAA4- 77.95 0.2 CEDARS \ - / +79.6 -a "�-78.38 SL SL 10YR 3/1 10YR 3/1 LOT 34 / 36" 36" 1.7t AC / B B LS LS 52" 10YR 5/8 52„ 10YR 5/8 P _ C1 C1 7 `AYGYM +80.55/ 8LL3�-- FS FS / I \ +80.31 08 102" 102" 10YR 7/6 � 80.83 -- 10YR 7 6 j TH 1 is TH 2 LS LS 82.05 -I-82.39 108" 10YR 5/6 72.2' 108" 10YR 5/6 72.2' 2 covERs 16 C3 C3 �a � S� MS BENCHMARK: USE TOP 483.18 �l r NOTE: ASBUILT CARD INDICATES 4 FLOW DIFFUSORS THIS AREA rEsr MS OF SEPTIC TANK AT ELEVATION 87.7' 84.08 +84.55 0 sa � 10YR 7/6 10YR 7/6 , 92- ,i-- 156 68.2 156 68.2 +87.36 [a- NO GROUNDWATER ENCOUNTERED +87.56 1 87. O EXIST. ST** 8 \ pj 89.20 +89.6 \ 0) \ +91.53 90 N \ 4 \ � +92.71 N 4-91.51 PATIO 03 / TITLESMSPK-S 92 w 5 SITE PLAN 7 86 93 / 493.80 � O F 94.56 J g4� _95 c� 181 SCUDDER'S LANE 'E5--I-96.86 95.14 POOL" AREA +\ 6.92 N +95.66 B A R N S T A B L E DECK EXIST. DWELLINGf-95.95 81 ' ' TOP FNDN. = 97.4' 96:80 0 PREPARED FOR +95.86 103.85 Q DOG " I PEN/HSE. 83 C� MICHAEL MURPHY & qpQ2 , PATRICIA HAMMEL MURPHY -_ w SIT---97.17 83•24' w---w � JUNE 2, 2009 OFA4W �� ASSq r RCN OF AIA PAVED DRIVE. ,q p� � DANIEL cyG ? SUq�Fr�� " ' Rok DANIELA. Scale: 1 = 20 4-s7..20_ W, 'y � A. � Q� ®JALA �, NoC�09�0 No ,�'," CIVIL " ' 0 10 20 30 40 50 FEET 1g8.92' _ CALVES OF MA 5 1 A ST� 1 off 508-362-4541 1 if RE ��FqG ssgcy `Iygss9c fax 508-362-9880 LANE �o DF:'JIEL �, �' yG downcape.com A. �, � dANIELA. N No.0 80 N CIVIL co down cope eft keeriag, inc. No.46502 °FF 5 GI E��° civil engineers `p�2f� 9No S R\NJ s�O S land surveyors l 939 Main Street ( Rte 6A) 09- 125 DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 09-125.DWG(SBO)