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0036 HIDDEN LANE - Health
36 Hidden Lane e -091 Osterville 139 n w a } e I ASSESSORS MAP NO: PARCEL NO: (3 g p° No.--•-•---•-_--------» -- ............�...._ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OFBARNSTABLE Appliratiou for Ropuoul Vorkg Tunotrur#inn rrrmit Application is hereby made for a Permit to Construct ( ) or Repair (k'J""'an Individual Sewage Disposal System at: J _ // 36 � i2� l-l��.'... X..................................'('/!�/0A QS/�rv!. �............ ..............».».....---............»..».......... .. LL� ocation-Address or Lot No.fT�_ Owner ......Address............................................ W!2 pb �irnus .................... ..............................................................:................................... InstaL', Address Type of Buildings Size Lot..........:.................Sq. feet Dwelling /—�No. of Bedrooms......3......................................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ............................ No. of persons.....................:...... Showers ( ) — Cafeteria ( . ) Otherfixtures ...................................................................................................................................................... Design Flow............................................gallons per person per day. Total daily flow--------------------------------------------gallons. Septic Tank—Liquid capacity............gallons Length................ Width.....--......... Diameter.................... Depth................ Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter..............------ Depth below inlet.................... Total leaching area..................sq. ft. Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by-------------•---•••-----••--•-•••........................................ Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit....--.........:.... Depth to ground water..--...--............... Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water....................--.. --------.•---•--•---------•--••-•-•------•-•................................................................................................................. Descriptionof Soil............................•-----=-•-------------------.._.....------........-----------------...................................-•------•------••-•----............. ........................................................................................................................•-•-----.......---........................................-----................ •----------------------------------------------------•-------....------.......----.....---•-•-•-...............•--:------------•-----••---- ._..... ..........._..__...... -_._._ .......... Nature of Repairs or ]teratio s—Answer when applicable...................... �n.S�A�� .-SAD Gam` �Ay� ..........................5/ Ld ....._.. n"�T�nT 2 S—//. S TUNF.............................................................................................. Agreement: The undersigned agrees to install the aforedescribed Tndividual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of tealtli. Signed...�ex' . � � � � ._._.. . -�Y G.1......�..................... .....:-�......_...... aa....... :� Application Approved BY..-r=_._._. ... -�1.�.................��... Date Application Disapproved for the following reasons:-----------•----.....---•-- -------------•---••---......_.__._.......--_--......._._._.....-.--.» ......................................•------............._....-••--........................--•-•............•----...................---•--.......-_ ..............--•-•---.........-----•--•-•--•--• Date .,.�'� .. Permit No.....__._7 -' - Issued........._/..........-:/G5, -...-- _---.. -... Date .. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN of BARNSTABLE Trrtif iratr of Toot phaUrr THIS IS 0 CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired by...................... ........._..............-- •----........ ......................._.............-•---..........---........................... Installer at....................... has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.. '•- g, dated.......3.13C?19. ................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. /7 DATE.....................•---....------.......--•--.. ----------------- Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN of BARNSTABLE No... FEE........................ Rio no�tl orko Tonotrnrtion f rrntit Permissionis hereby granted............................................................................................................................................... to Construct ( ) or Repair ( ) an Individual Sewage Disposal System atNo.............•---••-•.........-•-•---•-•............._........._..........---.............................---•--•--•........-•------------••-----•--.....--------....-•••-...........--........ street "' s^7 as shown on the application for Disposal Works Construction Permit,No y'-,_::. ated.......................................... .................................••-----....................:........................---................ BORM of Health DATE............................................................................... TOWN OF iBARNSTABLE OP LOCATION # 34 SEWAGE# a(9057_wl.?3 VILLAGE 105-fPv,v4'1/(' ASSESSOR'S MAP&PARCEL 13 y l Il INSTALLERS NAME&PHONE N0. SEPTIC TANK CAPACITY LEACHING FACILITY: (type7'5-0O2 eG,-4-r-f (size) 33,5�;( /a.F13X°Z NO. OF BEDROOMS y OWNER oh PERMIT DATE: /-oZ " 04 COMPLIANCE DATE: 41WA 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 f y` o , y-3v 33 � TOWN OF BARNSTABLE LOCATION /T/A7�iJrc1 G /F SEWAGE # VILLAGE ©�.Ery � �IC ASSESSOOR'S MAP & LOT �" b INSTALLER'S NAME&PHONE NO. C•9V L,-J — /o�a'5-6 q® SEPTIC TANK CAPACITY /,5-0® 6%6J- LEACHING FACII:TTY: (type) C.y/7�'C 330 (size) 7 ya 9 NO.OF BEDROOMS , BUILDER OR OWNER Q �Fiti (y PERMITDATE: ., COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 r i r LO /�1/I�i II 7 i 7s wj�e% ' fJr L / No. _ \, ( • — .• Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS ZIppYication fOr ie;pozal *pgtem Con.5truttion Permit Application for a Permit to Construct( Repair( )Upgrade( )Abandon( ) L�Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. Assessor's Map/Parcel ` Installer's Name,Address,and Tel.`No. 1 Designe9f 0i'lls THIN'D ASSOCIATES 42 CANTERBURY LANE EAST FALMOUTH,MASSACHUSETTS 026M Type of Building: wel ' No.of Bedrooms_ Lot Size !M,lAQi sq.ft. Garbage Grinder( ) ther Type of Building No. of Persons Showers( ) Cafeteria( Other Fixtures Design Flow gallons per day. Calculated daily flow 4 gallons. Plan Date 5*4-1<. -W, 06"' Number of sheets , Revision Date iD Title 9 t-r4s viL. aio -N-�.k�'4✓ Size of Septic Tank Type of S.A.S. '3 •�OZ i`L 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 ' le 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issue thi oard of iealth. Signed Date d �!o. Application Approved by Date /0-,1/V15 Application Disapproved for the following reasons Permit No. d (P '� Date Issued ` ASSESSORS MAP NO; PARCEL N0: � � F$s•.� c�?e....� THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF -BARNSTABLE ApV tratiott for 11irpostti Worko Toatotrurtion rprmit Application is hereby ma f r a Per Construct ( ) or Repair (�an Individual Sewage Disposal System at: .� .... .................3 / oration-A d ess or Lot No. ?�' �,t`•✓ -------------------------•--- ..............................................___.-............................................... ................. ..---.... Owner Address �i'DC?t1 �v/>1 ,US.................................... .....................................................................--------- ................. _. ................. -•-.......•-•- Insta er Address Type of Build%, Size Lot............................Sq. feet Dwelling if No. of Bedrooms.......................................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures ...........................•-......................................--••--......---.........................----....------.....................---_-••. Design Flow............................................gallons per person per day. Total daily flow............................................gallons. Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date....................................... Test Pit No. ]................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ....................... .........................................................I..................•••...................................................... Descriptionof Soil........................................................................................-----------•---..................---.....--------•-------•••••--..............--- .................................••--..........-•---.......•----....___-----•---........_.._..•--------........•-----•--••-•-•-------................----.........................._............-•---.... ....-•--------------- -----------------••----------......... -•-•••---••-..........--•................••----------.....--•--...................................................... N u � re of Repairs or lteratio s—Answer when applicable....................... !!.�!H.f1,,,1 00,�jfj ... ,......... t r Togs-J..6�._.................-------- ......................................................................................---•-----------------•--•---...---------•------------...---....-------------.......... Agreement: The undersigned agrees to install the aforedescribed Tndividual Sewage Disposal System in accordance with the provisions of:IT Id] 5 of the State Sanitary Code — The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued byAhe boar(Lof iealth. Signed. �.._ --....--•••--•••••......•-•--•-- .- &P)'....... Application Approved By. ........ •........ .V...... .. r Date Application Disapproved for the following reasons:......................... .----------•----......----•--•--••---•----......... - ...................••••.........-----•-------........•--••----•-•.........•------•--.............._-----•-----................----•--•----............---- -••-•-----•--•--_.....••----...•-•........ -Date Permit No........ .. ._..,�, ...�ir..�, ...... Issued....... ..... '.`. Date l ..- � ..� . . �. .,. x. -�: , =;�' -•tea� _- k,... .,: ,- �.. No. 4Z�— Fee 5© r THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION --TOWN OF BARNSTABLE., MASSACHUSETTS 2pplication for igogaf *pgtern Congtruction Permit o. Application for a Permit to Construct( Repair( )Upgrade( )Abandon( ) Ghomplete System ❑Individual Components Location Address or Lot No.-34 �r vqv%o `„AAN4 vt, Owner's Name,Address and Tel.No. oS,C' ZV lli►ie'..... Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's N� ,` ' 9RBURY LANE �'' C, [ ��, EAST FALMOUTH,MASSACHUSETTS 02536 . 508/640-2534 Type of Building: �Dwe_1rm No.of Bedrooms Lot Size 40, sq.ft. Garbage Grinder( ) _ --®Yfier Type of Building No.of Persons Showers( ) Cafeteria( ) l;"P Other Fixtures Design Flow A 1 1) gallons per day. Calculated daily flow 4 e gallons. Plan Date o.f Number of sheets t Revision Date E Title Size of Septic Tank Type of S.A.S. sg.r'X ►,c.a . E� ` Description of Soil v Sh,r t,s ► �� h. Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: k 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 Certifi- cate of,Compliance has been issuedff this oard of Health. - r`. Signed te Date /— %Ali Application'Approved by �^ , tf t. Date Application Disapproved for the following reasons e. - i Permit No. 20C) S (n'a-� Date Issued � #' —————— ————————————————————————-- — THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS L 0 Certificate Tn�l of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( .Repaired ( )Upgraded( ) Abandoned( )by A -A at3Q0_ ,(orkr L�_, 4 ��T has been constructed in acco�/dance with the provisionnk of Title and the for Disposal System Construction Permit No, .-')� dated ,/ Installer Designer The issuance of this permit hall t be construed as a guarantee that th ystem i n esigned. Date VA / Inspectot i No.� _5 lJ Fee V THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE} MASSACHUSETTS Zigpogar *pgtem Congtruction Permit Permission is hereby granted to Co str, t( ,Repair( )Upgrade( ) bandon System located at 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 co m leted within three years of the date of this p t: Date: _ - -Approved by VVV q. J _ Town of Barnstable Regulatory Services t sexivsraers, , Thomas F.Geiler,Director ' MASS. Public Health Dmi sioh Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: ��— a 1-0 C' -�r— le2'j Designer: —5T_Ep -I Dn%"T F AND ASSOCIATES Installer: 42 CANTERBURY LANE ¢- Address: EAST FALMOUTH,MASSACHUSETTS 02636 Address', 508/540-2534 On VL i A- D;r"* AAUy� tic was issued a permit to install a (date) (installer) se system `5(e P Ystem at �� �L � based on a design drawn by (address) �• �� _ sW,- dated . (d signer) ✓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. 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. Fr 'tN OF BRUCE ✓, Y - $ G. v MURPHY ern (Installer's Signature) No.749 r S �G1S1E�E�� T A��p. (Designer's S' n ure) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC_ ALTHDIVISION. .CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED <UAITIL BOTH 'ffiS::}N'ORM AND AS- BUILT CARD ARE RECEIVED BY THE BA:RRrS T AB'LE,PUBLIC HEALTH D.IVI,SION. THANK YOU. Q:Health/Septic/Designer Certification Form r _ y Town of Barnstable Department of Regulatory Services /5 • ` Public Health Division Date 200 Main Street,Hyannis MA 02601 n t ass$ ?'.. 1 � Cd _ !Time ` Fee Pd. / Date Scheduled �Q t ,Foil Suitability Assessment for Sewage Dis al Performed By L\ Witnessed By: i LOCATION& GENERAL INFORMATION Location Address'. '3(o �,,f�J Owner's Name ` Address '�11L Assessor's Map/P�tcel: l `� Ct I E 1 Engineer's Name S NEW CONSTRU(�1710N REPAIR Telephone# Land Use IC. 7 �,-rdiwiL' k- Slopes(30) Surface Stones G IIXa ft Possible Wee Area L ft Drinking Water Well G.l s ft Distances from: Open Water Body -- - / p y n ft Other ft prainage Way L S J ft Property Line �--- SKETCH:($treet name,dimensions of lot,exact locations of tot holes&pere tests,locate wetlands in proximity to holes) oil 40 i 3Ca i i �, � iw Depth to Bedrock,�,.:Ziy�•- Parent material(gcOlOgic)-- 1 --- — �1 i,L Weeping from Pit FsCe Depth to to GroandwaO Standing Water in Hole: Estimated Seasonal�Iligh Groundwater l� t+ }�a�ht u. 1�maV1. `Gi%1...�0.0> tim ll1 TERMIlv TION FOR SEASONAL HIGH WATER T"" • � Method Used: in. Depth to Sall nlatd93- in' Depth 0.4erved stant tng in obs.hole: In. ©rtrundwater Adjustment Depth toiweeping from side of obs.hole i _ A {actor, . Adj.elrpundwaterLBvt31.,,.,e Index Well# . Reading Date: index WeU level -- PERCOLATION TEST ' Observation ( Time at V --- Hole# —�---- — � ' Ail Time at 6" Depth of Pere __�_ ___ Start Pre-soak Time.@ jA21 0 ; `Za ��4+•• �i 'S End Pre-soak G' —AL 10 Rate MinJlnch ' Site Suitability Asse0sment: Site Passed — Site Failed Additional Testing Needed(YIN) OriginaL.Public H41th Division Observation Hole Data To Be Completed on Back ***If percola#on test is to be conducted within 100'of wetland,you must first notify the Barnstable c4oservation Division at least one(1)wedk prior to beginning, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel 0 All K. r��1t iy DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil they Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) rtV_ 0 8aZ-� -, V DEEP OBSERVATION HOLE LOG Hole#, Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. Oravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. ist F Flood Insurance Rate May: Above 500 year flood boundary No— Yes Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? 4•r'' % If not,what is the depth of naturally occurring pervious material? .�_�___ Certification I certify that on t°G (date)I have passed the soil evaluator examination approved by the Department of Envirol6ental Protection and that the above analysis was performed by me consistent with the required training,expertise and xperience described in 310 CUR 15.017. Signature Date G -3;0 o J--- Q:\SEF nLVERCFORM.DOC e'-.' _._———-- _.__._,_,_ _—_'°=i= --'=]- ---- •-- �-- bi.t�i ,w,• - I b R COLUMN OOr NG OR ` , -4 y� ovloe n'D An eo oruee roe oLuMN AND STEP auPro.r Paovloe ••DA+aoxoruce . 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' ---------------"---- 'coti FROUIOE qi•.f Nonz.BARa cour,IN Br.P ):_ -____.__"___________ --------------��,_o_.-.________.__.__.-_.._-_._"__ ___"..._. 1 ° 1 FOOaIeGWILL m/ eYSAY,LAe OP a rO WILLK0A11,PROmIDe •R oluz.e:xs a Ir�o td So S• '-o'O.G.n OGARACd AMtON DiTAIL 6� •% Z Poi A I A C J 0. ________________________________"__.__._.._._.._."_._ W Q e�.�R �W J l x'-O' r00'ING COv6tR N BASEMENT NOTES T,me;`' Perm Rn F3L 0 � r3tre.. l3l n TO B W C:w C. ]•.S TOP Becb a.bnac°GnQn llgoMl t 'u„t aenp.re P1pAftocM Imo_ LU m " W vOT,OnUBA�SpNe6 SC.WNONIE. D veR T, w,tn 10 0•nR• <I nc • .• o.slble. lbT OUNO•TroN ON 0' .-6TRIv F G. IOC J')'b NPnme O P.o VIDR'•ef NORi2.BARB CONrtNJOmS OO T,x4 se YWAY. .OVIOt . e.1.OOWnL6 of o.�,NORIz:IxriMOfio Fore•^, unt n•°sv°ny LSL AIM 80-0 U- -o n ASo No TOP OP OOMNG.PR.De . r CNOR SOr f onm..e im,,,Lba«- .en b.Iow�be 0 ALLN UC♦U.AL Srrn:CrtOLU-1 rO Be ' 1-6...RE.TE TUBE e* nxo :nvini. ve•PLA E I -til]'')�'IASe P r!O�'..;):P DAN.BOLTS.WILD A CONNECTIONS . el°rNlnm Donal r motion on t goo*aR1T*o a 3'Xq-xIP SOUAR.CONCRETE S•.f a•ocu mar. ooealc .e Loo enl°T a�3trond l3l e. OOUBLR FLOOR UO16T0 uNOR.ILL boe.tl T`t«ete•e ..DUST CAP TO BE x-POURRO CONC.ON COMPACTED PILL. CUT I TS ALONG WALLS 110 BRAN coLUMN LINES. R. CONTRACTOR TO 01OVIDI eAUNEWT V411MLAMO1 AS PII,. blorN N° ••nN to 00.<3`) • EOURRD BT 1 O1 1 l 10"OR RCUAMC..I bo• 'b'•' �'O t,iK.:,R 3W LL INSURR r AT ALL FOUNDATION WALLS MAINTAIN Sac Bice wi IN TJI P o 0350 Ijel.[e.m web• ena ore retl `�` 1 1 t'Coe'roT PM,rMon.N do O m e u odt t cur T.PROVIDe W!B BTIFFlxIUL FLATeb AT lNOB Or fiTBlL elAMO.TIP. Dome n°n9 en —1.1 I1,..1` Ro^C•o^ o•r re^t wab .l Ilener re° reC IJ/."MlcrollPm I , •b o<. teau 250 YoountleN rue olat MecMlllon Iltnetur. -, eecw• AICe of eB+w ui av`m Y eso a.See ATITUCFINAL DRAWINGS 101 LOCATIONS OF ALL 1I1UCTURAI COLUMNS. I000••ee,C b•Dead °• .Im b d + ..CONTRACTOR SIAL1 SCALE O.AWIMGS NOR DIMEMaIDNB. ANY MISSING. O CONTRACTOR Gwe:STIOiAe a aeex6IONs GRouy NT o e r ON TY11fx OCTAL w�pfS'.C2pN p► Tn •�K O RA19i MUWC TWW&OCTAL 0 LOAD 1191CK OCTAL EXIE1Up!gfAS;S w . ,• �IiP OeSI cone a SPONSIBIIITY OF a GIN T:acTo•. - 0017�t 11 5 AT YKAOIlAY gEAF04■A" - • Q 1 10-trl• DECK 4 aoxorueaa � W eeLow C rYuow PY4aow PYcloeo _ 5 Nn4i010 C o 4 xuT DECK v uLr o SUNROOH .PYuooeo-.R.o. r-o• Pwuooao lzi—L rncaoe •ucaoeo - i n•uLTaO couxu 0 DINING ROOH LIVING ROOM 888 X },_ KITCHEN BMASTE EDROOM i � �•_� _ _ ________ H �y_ CONTRACTOR fNALI INS IRK -O Fi' CONeTRYCTOM C Mille �e� LNOCA..NTATe. O x« E �E b eo iR ��� Ra O uPar cooi. _ ao o .121nr I °' b0$ e LEXI TR a 01 - i y _ ____ __rj_ UET aT - IOLS C.O. ine C.O. T.2141 0 Z d A O •auau Lo•O ee L NOR L AD eEARINc • V7 g� VL sR u o w cniM°O• 3 �uR uoaF. 4 •• b a V R R GE < _�_F_-__1_-______._ rlr � -laa O lr - O WC Y l.- loco 9 � j •,. - lea ae•R A:i Ro �LTeRvel0 nN.DOOR'• coo.OW. Ovwo S—C. FOYER § 2Na.to +� RASTER TendP08T O ______.__ E U. rrrPr ____________ w LAUNOPT`c OPE U B e cat oYIR ¢ g TWO CAR GARAGE d w ka§ 2 { °- i 3 b PROV Oe 6,L ar - rwlNa O TYRE•%' RECODE GYe $C�gSqap�p3Otl•"� ' < 1 O w PIT*M eLAe 1 T lR<a TY].4 1-2 T@Hl 6DL eOL R'd• _ lase CA' BSge� j ���g • < i w Al OWARDerDOOR! O Je•_O.cnP TEMR z o c PORCH .. _ wPUKO b _ - P J b - I NAWa NY OR RAniNc wr ILL ____ _ ___ Qq9 ocoxr.. xc 9 Q -------------I----_.—._.— .a:ati.... a y A ova NOR.eove DR.eove LVL NOR Aeove NOR.eove a�e9�� kPkd� O 1 YPI STEP 2n WALL TWN4 m ROUND COL.rT _b o ao 0 lots, I b i,R3 - q Z W a ! X € n ..Dow C FIRST FLOOR PLAN a O TO NT.A-- o ro nauN Rer.7 C __________JR l'•N)'PROn REBI...CEP.N. - - - (TYP.ALL c•RA4e SQUARE FEET 1974 w_ Q Q 1.141a TY]Ma IX< LL - - O W O=W . D-°- <-o. J Cl V W 34.-0. LL W Q DO W NOTES: to W Q m0 z orLiuii viu�a"O°or°N°Lieee°o ae+Iee ra*R.eN iL 0 NO'— _ I�W'LO.0 Xuxuee DAU.U SMALL bt 2Xa ` + Z'I:L`o.CC IN°ee"a°o:LNeee°uneeLNgTe.. S CONTRACTOR GN SMALL VERITT L WIN— III— o r O.—I TORDERING O Y 1. N.CONTRACTOR SMALL VON"ALL OInal—S .. PRIOR .CON.TRUCr.N. CONTRACTOR 9 • NCO.T*C�edMENlbt MOT FOR 1.OR - T <l� HM .."ON O. ME OlS14NER. ■ \ L 2C;,'Dn 2W25I°n GRLLLe GRM1L! , �rtlLTTOL. . ii" Ali=we" 15 1O214a T011a 1.1— T 141 Tw,« T.241a TO]Ha �w - VAULTED o - CEILING i _IN g S 6•1 BATH BEDROOM o 4d 55 � - eLo nR•ne ° - 884� . BEDROOM A D ve eLOLOC•noN $�FN a ky a� �'wbitl y�g{ .ALL b ]«. BTH • _ .ulNOoa. tue iu6 C 7 co �T � I]uo GRILL. C/] d A N o A o 8 e E ao1 7 e:`ve is ssaA -------------- ' - LOFY o uu ° • I LOFT OPEN - IN - yy Y[ - BATH 4' f t 4 CL N],1a 1W3,41 lr c• l n 44L rW rA r pR y u r cusn Ra]aLon c1.1....INGA.Lg ypq a /a i canr..9 ILL.GA-11 u D E < - �'-°• Reo oven 000a g 2 99 - c.N-„eN nIeLD fi iN9 s..C.R.1 !Cl A b i f OT OPlN TO 4NraR90 IN GA.La 1 r F ClNTe RED IN GApIE el LORI O Vlal/r N NIL. - VlRlnr N nILD VIRI.r INRICO VGNI.T IN nllLO La BEDROOM _ SECOND FLOOR PLAN Q Y SQUARE FEET = 1162 _j SQUARE FEET BED/BATH of ° OVER CLARAGE = 542 OO U OO a Lu z IL 0 al In Do w O- Z Z= O u u = N W N a O . OC "ALL YPNDOWe'ANORR60N•4—eIRIU T-049w IN • uOtLoL-Tl RIOR OALL6 bNA1, ee 1.1 •IL'O.C.IINLE68 DINE RIgBE NOTE°. 2'a Lo.c Tu:i.eae°oiueil"aeeLNo1eo.' + GHTOPGNING9 1..TO 0.....4 NWa9. ,.CON'""'OR ew•LL Vl 1 All OneN6N)N6 r OR TO CONSTRUCTION. CONT YACTOR • IN6eORRE e6nlN5b TOTe1l000MB6To OR *Ife r Eu QoM on eNoearcne - • CLAPBD OR wC xgsENR+UURRAS V D.cR rroAR P KAO R•41wt a s sN'sioatD apu - RUD SRC%C4MN81 C+P./SF.EISO cove q AeW3 cRow FILM. . ". _ CONTINYWB RIDG!VENT N ' . SEALANT v// NTEGN)R tA31N0 CUSTOM CUPOLA nATCY RIOG! MATCH RIOG • - BAOCCR R00 PER OWNER SKC sW DDNT x{que RWGL VlNr S Ie GSwO l I/]'ETPOSED C 10 YRAR•RCN,ASPHALT ROOF S4NGR8 WALE: i\L . ,1 O �WINDOW HEAD 'TRIM DETAIL %*b*RI^ _•• Il• I X{TRIM Y I%,r . - - u.c.swxGLee a �u � •�� � � %aNnrn1 d<� !��aq� x� L" qpp99 E • _ . _ .,` _ .. - TN],�{ 1R24K a - Tll]iq a N � •+9ZSg . ./ Pus4N4 ewwo S �% pY:GIlp --- ---------- ------------------------------ --- - 1 � CUSTOM UNpOO Nl A09 _ 1 126......T`U4?LASe - b i C "INo WASH TYP. ]u = a a ruse« rn„{ TRL„a Tul„f rul.. � - 0 0 a. o �- - 1'R.C.NLL a LJ AJ a a ° ax r nCALRAVE - -------- -------------- ---- ----- --- - ----- -------- ------- -- zoo .% o CONTRACTOR BN+LL P`R ;NT.....—M NORTH ELEVATION CONTRACTOR TO VeMPY ALL IpINppR ROU4N V N lR• - OPSRNGS PRIOER TO OeN�REI^4 RINOORS • NOTIRY OlpIGN R OP RORB OR OMBBIONp. _ • �• - RED, IC%C4nNSY - e [�a, py4`pyt yp p{y'RFClill . _ - ., L•eNNG CONT�...JYe RIOGC VENT �,yd24�yyy[,apYB"� � A -CUSTOM a RO4C VENT _ BB�E� =Fpi6gEa e� R CONTINUOUS pppp �...111C yyy lld9y 10 Yl T ARCH.ASPHALT ROOT p4NGL Z3 4g u'YB p! WWI o raAR ARri+.AePNALr Roof exwGes 4 gl��QQii 9 2�, 67e6d ��aYi IZ� I%.TRIM N ,'TRIM ',, , TNS.,{Nl„{ -Ty1,lf N1,4 TNl„{ TOl„f U M. YC e4N4Le{ NE A05 _.CUSTOM eeNppY O W 1 TR;,f Q z .. l-u,0,YlL A l � O M GUT-1, RN®F�U e C p 9 tYFl O L•p.R c e e4N4lee NO W Uj 0 Q RIpGE VENT Q Q U W ), ` CA.NG INRe Ap1 W W O_ RIDGyye��OOARD pWL W Q I+l CUIG p0", G60p COGO WGEO �ITi��' M.1 V:MUR L GILES ` Z r O iiR PELT PIPER O ANO4.OSC% V.. npN// NEy - -- - p'CON FLY- CON n RACTOR 6Nu�A L RAPIER VENT LL CSOUTH ELEVATION .00:IN" Gco' ORMWG4Ti q�TOEO%EAIMG UNDdISRWGN . Q NOTIFY OSSIG SR OC Y HRROIee OR OnIeVONS. ` .F 110 RA rrRR1 • G 2 IOGE VENT DETAIL I v NO�IMIf Oe61GNl RTO OWN 6.RPOA6 R On16810N6. _AA__MA ERICK CWMNBY ey - LUBTOM CUMOL♦ M YEAR ARCH.ABMNALT ROOM a GLEE v aua I] T+K1 xRTA< V3 . .t TRIM OtAVr•LRF�D OORMMRs++ K - 1 aNYBND RAKa eOARDa - YO MEET TR0 LAWMI.BBIRNO lUM1 WTTlRB 61RNGLa6 - E CU.—wNoao Ne.De � � Gbg W-0 BUNGIl6 a u iICY - INt WDOW,DOOR yP$,�� Ly ' A-TOG MEApI iTlM�1 T�n1<l .D} E G upo W <TRIM LUJ TR]11t TWl.1t TR311t U 2S S u ' r RC.au Muctoe i. -- — -- ---- ------ --- ----------------- ------ -- ----pk -- w vnog _ ioocoNTR�c�r+ALL EAST ELEVATION mAiG covnoa O CI V CONTRACTOR TO vaw.r ALL mNoou Role+ wo:nrGDaeswNeRT01 ITe4RoRN6°o01¢Bo 1110ea. Z O d BRICK CHIMNEY 3 ¢] YY 5 ELFIL a/p . CU6T0 CUPOL l+RAPTERB TYPICAL ROOM NTIN R NT p$p NOTE g a� ` cSS NRpp fi � .. YB '�n � �F �YAi - 10 YEAR ARCH,ASPHALT ROOM SHINGL" a Yppi ¢ a CON nNUOUB RIOGe veNi . S'CROWN MOLDING 6TRIP VBNT Z .TRIM ..^^ i YI •-TRIM - TW]..L TWl..< TR211< O O ]'R.C.SALL / O 7 ALUM.GUTTERS l I/]-CROWN > W Q MN— J W = - z [m� !— ) U W; u. IM CAP OVER C.SHINGLES - W 09 X W CROWN p d _~ 01. ANAA..OO.M. J 3 N i 0 TW3Ut Tu]Ix u/ Bove - « W Q en O z 3 1/]'CROWN MOLDING U MWGtOB WG<OBO I.TRIM i l.1 WALL K'O.C. __— _—___ _ —— —— ——————————— <MIL.MOLT VAPOR BARRIER DECK0112121flifliq BL n-1�ACTORM6NALL GAD. N 'TY,EK•NO"WRAP D MOOTNG COVp+oG6 WEST ELEVATION •cox PLmooD BIDING BEE ELEVATION CONTRACTOR TO VBRIMY ALL WINDOW ROUGH • BEYOND OINDOW 2_11 DE GGNWER 01 OANYa GI.ROR6001 a011661016. a T OCUPOLA TRIM DETAIL + SCALE 1-1/2'-T-O' M a : 14 • au>u vexr . CONTNU0118 MDcaX u lvL I I I L U�NT�Ip . 1] H IN 1AnTFR ] L•P nNi!/eA•teab I 1- I I r I I I I I I I � R-]O IY&IL rTlR VINT rreR VENT 4- V4 VlNT GArnle vexr a rrle a Rao rocla. eul PAacu R/Al—OUTI. 1]I:•', aY�l1P VlMiI _ vl v LOFT BEDROOM, PMEze �! n BEDROOM b• BATH - - /r c lruooD t P«R • • N BEYOND )/.' c PLYeowoD eue-rL ]x s•u•o.c. 2 G nook •v.Po.R• WGO AND NAIL!°• ..COND rLOOR� — clurOlD AND NA1LlO v]Omb i,UI.•4"O.G. - t 0 I]x IS$TaaL GRAM eaYONO 2 CAR GARAGE 4 ry L.A GlARNG y PRpv1De I RACER./.' - WMAL STUD WALL s o � ALL rr■'z'NRacooa c!G � O © �. • d �S�ly 0 o DooR o•exc.b eN.0 ee rouwieD PWDR HALL m DINING ROOM z �€� w ON RlMulxT NOUNTa. { ` u4 Q l§ Fah MDIND Iell aLlV$.1 ��`d•' T.CN bL$I roR PT 4 8 v.00R O.....1. a .....DOOR. 3 o De [ .E" , 3/.•T1c PLYw Ij/X Co°xo. O__rrG•%-ili[Cp4p!4yG .O nwbT rwoR �u�lEO AND NAILED ^"n rocL�:IxeUl' •CONXaCTIONb Y/UVINc bPACI --------."coxc.uAe g _IT INGUL _ Y/COMPACTED PU OR OTNlR I...CONraAC -POURID CONC.PALL R■ v- .12 gTOP,'Br i a• u/fn)TOP I eorion R. PO$NDATION NALL*ON wX—.1 A00-.. q•roulaD coxc.u•u BASEMENT - W PRovDE]•K NORIz.E•Re ca«r.N brMP coL. ^ IROVe1a 1111-4•ANCIWR GlYOND. Q E' GOLTa•.'-O'O.C.MAx. e r DAblMGNT - - - --- $LAG-0 z r4wn`� ' __ ].•-O• T:COT:4HiR1U 1 ` . 2. .P'OCONC.µ:GRAB! C COMPACTED ML w 5ECTION DINING/PWDR ^R ECTION ® GARAGE ON,Aiww BALL$TO ee*Xl p•POUR E/—1 GAR$TOP I �3Y DoTTOn by rOYNDA TION.ON)O'%10'bTMP IOOnNG it ROV m)•K NOVR.GAR$CON--.IN$,TCRP PoonNc Y/ a=" lYwAT PVOVN]e K VGA pOMG PROVIDE E%�4Y AMx.." • 2 3'-l'Mix ABOVE TOP Or;Or 3 BOLT$•.-o•0C.n.x. Gje�q t@r@�jj'�•cq�tp�:3 .. %D MDce a FiYR 4 � � • ]%..1]'D.D. �;� � �� t�G�g� ®®Fm'k _ N Z w f- LL }•w d W uO�Di U) m U z D w�1 . • RST rlOpR 9� a0 u• O Q' w QDw rc Z x, N . .. 10'POURED cONC.WALL BASEMENT - - • _ _N ' N . �G•benENY bua————— — ___——_ - R wcrw•s . 4 COIC.sLAa os e coxc .a g o conr.c*eD•nl SECTION a 5UNROOM 3 g y OOTN pUNDATION lLB r0 GG 10'%,'-N]"POUR ]••.GARS TOP I TOM. RG$T FOUNDATION.ON]O'XIO'STRIP rOOTNG OWIDa p••...1Z.GARS CONTINUOUS IN$TRIP DOTING w/ OVIDG i VlRT.Dowel$•]."O.'%NOMZ.E OCD )�a'MIN. DOVE TOP Or IOOTIND,PROVIDE b"XIY A..NOR • I--n GOlib•1'-O'O.C. mom!. NOTES: LAue ARM CONCIPTUAL. .1 IS I..........."..I 1R.—I LA-1 11 1"—__C. .0. A..11AIM T.— RM0a 13-.$olo,6a raw------------------------- Te-w—,......................town---------------------------------------------------------------- 17 -_-'I ------ ----- --- --- ------- --- --- ------ ------ ------ --- 7 -IT T I 7 --- ------------------------ ----- ------ -- -------...... ... ...... --- ------ ------ - I :1 f: Liss vitiNn O L I I 11 11 IIIH 11 11 11 oNc 8 c/) ------------ 0 -c ------------ Wig 112 - --------------- -------------------- ------------------------- IIJILU'll I. --------------------------- o. ------------------------ -4 -------- ---- ull IN I 1 11 11 11 111 11 11 11 H 11 11 1 1 11 1 TYPICAL LVL/QLULAH DOLTING/lINIALING MULTI 13/V BEAN5 IUD N. A ol 1"N T--'I I o au --------------------------------- ------------- ---------- ---------------------------------------------- --------------- z r LL aj< Of w 0 z w cl oaj U- woow z ------------------ ----------------------------------------------- MULT$31/2-8r—� NOTES: x n4 D\T\RNN\a A 1E ilOiilCilEOrlA YOJT S. T. COM.Lw MC�BItlLPT4 iu\TirwC G�Or Tub% T OFT B-DINO CODE 1 CMRVES DESIGN EN�. TYMCAL LVL/GLULAM 60LTMG/NAILING E MULTI 13/4'BEAMO i o c WPM; MULTI 3 I/]'BBAns IVAJLT\O C\ILMGI ]•I)//X 1 I/]Lv ].I a//X I/3 LVL ],1 a//X • im T I Ia .I ;' mooa cn -1 I C:lcn TO ov ooa a'. lal B\ m, _ _- �D a Nc �.waN • ]era _ .I r � i@ ttl Yk GI{ r o T., rob i ii�ii- P 2.• - - _- - L I Y �[� LBg!€7$gA 1/e 0. a Y� ].i /e k�F7�e $&dSi� & `' N u� - - 1.1.]a0 T.S. roET 1%1/]Lvl •v]LVL 1/2 LPL / •v]lYL � /1%1112 - - Z Yi Q O AI ILL u >-wd zs m 0 a C U O,ui -o� a z z� x8i O V uj o W Q 90 W IL1117 d Z S F Z W m O z U a W O cn 9 T III NOTES: nue a*.*■eulLowc coos•+c��rva]oesleu IunuT. �� —. - TYPICAL LYL/GLULAM BOLTING/WALLING / 8 T MULTI 13/4'eE4Ma / \ 1 ul 3; i .... \ o s. ------ ------------ MULTI 3'1/2'15E<na _""_'_" _"'__ 4 ---- -- - ° HUMMIP i p_ .. Y. ...... ....... • I - Pod U]'o ...-_ - ---- i Cu of I - V7 Z Q cs-� I- - -- - (/] I- Zed x I]/ w 1. `• 1.IT � ( i 6 Y 1 � 3_ aka p \ fii� � o O LL W Ewa - \ Ix W o T +aE eE < Zr z Q In A c . \I J W Q m a. IS IL -- -- o 0 r I Top Foundation Ele v. 29.5' a� - -t T- -7 1 Vi �e IV, 7'� Metal cover to Gracie PROPOSED .1500 CALLA' PRECAST SEPTIC TANK 1/8. to 1/2' mashed Stone. 3" 7hick Minimum Construction Materials Per 310CMR 15.226(2) FYnish Grade 2ef 4" PVC Vent pipe T Tees shall be constructed of Schedule 40 PVC and shall extend a 6" 6" I / l l I Il l l f / /l 36" minimum of 6" above the flow line of the septic tank and be on Foundation 6 /ll/I/ Mnisb Grade Et z8t the centerline of the septic tank located directly under the Design INV EL o Die. RSM? ODia By Others 25.60' RSER clean-out manhole." 8.5' - � El 25.0' The .inlet pipe elevation shall be no less than 2" nor more than _ o©o 000 3 above the invert elevation of the outlet pipe. p NV EL IN EL °�° o a=® El 22.17' Septic tank shall be installed level and true to grade on a level El. 22.0' 10' Mia 14' Min INV EL 24 62' -A stable base that has been mechanically compacted to ensure INV EL \ ''-- INV EL 24.82' •6"Stone, :; 24.17 s/4 - 1 1/2" Masbed stone ' Belo,r ,"oir Line Gag 4 4 sta bill t and to prevent t settling. _ 25.17 Liquid Level 48- Baffle 24 92" H-20 LOADING y P E-� 4 6 HOLE DISTRIBUTION BOX Septic tank shall have a minimum cover of 9" �j H-20 LOADING 33.5' Two manholes with readily removable impermeable covers of durable material shall be provided with access ports. PROPOSED LEACH TRENCH � The outlet tee shall be equipped with gas baffle. PROPOSED 1500 GALLON TANK 5' OVER-DIG AROUND SAS. H2O LOADING BM.• SPIKE SF,T OSTERVILLE ELEV. 32.40' Bottom of Deep Observation Hole El. 17.0 12.83 PAR 203 DATUM• NG VD.f H UTILITIES A.M 140 High Ground Water <EI.10' (Neck Pond) 34 ad ,24" © � ,S1I0WN � 4 4 ' RELOCATE KATER LONE 11 j --+►� 58" k" 129.89 Number of Trenches - I 32 _ Number of Chambers - 3 �o \ ` > PPE Dwwelling PROPOSED LEACH TRENCH - END VIEW N. T.S. A. - 139 , - - Exlstin Razed Install Three 500 Gallon Units PAR. �71 to be with Four Feet of Stone at Sides and Ends. NECK POND f . __w , _ - »- - ' Note: AREA-,29,148f - a, ARKER -- Remove all unsuitable material 5 around SAS PDT 50 Design Da ta: •,can ti S g �• ti ` down to the "C" layer and replace with clean 1 . w. .__ Four Bedroom ® 4 X 110 = 440 GPD Required Flow ° t;;.' co �? ` 3 granular sand per 310 CMR 15.255 (3), (4), (5). and (6). No Garbage Disposal 28 ,. LOCUS MAP Use. Chamber Trench 33.5'L x 12.83'W x 2' Eff De th ' -- 'f GENERAL CONSTRUCTION NOTES / P ° �" SAS q2' 1. All the workmanship and materials shall conform to D.E.P Title 5 33.5' + 33.5' + 12.83 + 12.83 x 2.0 = 185 sf ' _ U j and the Town of Barnstable rules and regulations for the subsurface 33.5' x 1283 = 429 sf \:jo ; ' 3 5� z" _ _ . , g ti 3 w :: 1 'Cl disposal of sewage., t,. t w _ -- Pr posed I 614 x 0. 74 = 454 GPD Total Design Flow ° .. .� 28, - o -Driveway j \ 2. At least one access port over tank tees shall be accessible osed ; Expansion within 6" of finish grade, with any remaining access ports brought ` to within 6" of finish grade. proprene� t N o " old r«„k apage _I o o G Slab 3. All components of the sanitary system shall be capa ble of L�m't E �` .� �j. 2� 5 withstanding H-10 loading unless they are under or within 10 ft put :;; :;; , `,o 1 rc of drives or parking. lY 20 loading shall be used under or within Soil Log �, Strip ° t :_= ;�z� °Sad o - vtiy� ling 10 ft ,of drives or parking unless, noted Plastic equals may be Performed By. S. Doyle \ P P 0 Existing sting ed'� `3� used in lieu o.f all recast units. Date: June 30, 2005 ~� to Pere Rate: <2 Min/Inch 9 4 j PIG _ - '-- ` 4. The exca vator-ontractor shall call dig safe and verify the location �� o Old t����,„rK _ - `_ _=� of all site utilities' prior to -an exca Va tion, and shall be responsible for BOK Don Desmaris OSED D - P y 1° P� I1010 �. �. pp ^______ all matters relating to electric easements. Pro osed R___ - -------___ » Dr ell ---�" - 1p0` g 5. Sewer pipes shall be 4 Schedule 40 PVC laid at a min. 0. 02 slope. ° (7 _-- - -U , ,� ENE 6. Any masonry units used to bring covers to grade shall be TPI - EL 27 0' 0„ TP2 - E1. 27. 0' 0„ -- -- ° _ `28 mortared in place. 42 7. Finish grade shall have a minimum slope of 0. 00 ft per foot. „A . SL 10yr 3/2 „A » SL IOyr 3/2 --- w ` 8" 8" -.••` osed Qz ��` 8. Pump and remove old septic system. "B" �. ` o r°P o 9. The excavator contractor shall be responsible to check all grades 10yr 5/8 IOyr 5/8 C7 P eck _ I' L.S LS D I,AwN and elevations and to contact Doyle Associates of any discepancies, (El. 24)-36" (El. 24)-36" O cn E�STING � •,, prior to construction. I C' 2 5y 6/4 11c), 2. 5J, 6/4 ork Lim t and Silt Barrier sHED 10. t Contact Doyle Associates .24 hours prior to system inspection. MED. MED. Proposed W .... ti` EXISTING LOT COVER BY STRUTURESS = 8.49' SAND - SA ND �- o PERC 54" PERC 54" - -8. PROPOSED LOT COVER BY STRUCTURES - 13 \� ,SITE AND SEWAGE PLAN OF LAND No Water Encountered No Water Encountered .- 24 - �.$`U`�� � �'' %� �!� Prepared For The Jones Residence ti _ 22 NF \ \ PRECAST REINFORCED CONCRETE DISTRIBUTION BOX / ,_ ___ ___ a 36 HID D-EIV -LA 1V.F Install on a le vel base _ �, - 2 �, ��, _ � �'`` - In Minimum wall thickness 2" - . Minimum inside dimension = 12" �6 - '; �, Os t er vzll e, Massachusetts Outlet inverts shall be equal to each other and at 2" minimum below inlet invert. 1 ,�; �� �� �*t Scale. 1" = 20' Date: September 29, 2005 The distribution lines from the distribution box shall all have - 12 � h - _ Prepared B . _._ . \ P Y equal inverts as determined by flooding the distribution box to �' F . G. �,�,' Stephen J Doyle and Associates the height of the. distribution line invert after all lines have 10 r�r � 42 Canterbury Lane, Falmouth, MA 02536 E been sealed in place. - `� '"� ' Telephone. 5081540-2534 r-., Invert adjustments shall be made by filling with durable and r�, ? , ; r B j1jy4 "„'``, VW _ ,_, � e v� O n J 31 c� C nondeforma ble material ermanen tl fastened to the line or BVWS - �hc�, i & � P y - .�- •• ► •. reconstructing the lines until all inverts are of equal elevation. - BVW6 `-6 �0 \ ` • EDGE OF GROUNDWATER PROTECTION. „�.. �, BVW2 8 CB ASSESSORS MAP 139 PARCEL 91 GRAPHIC SCALE B jY�7R-�•`; ' WETLAND FLAGS BY 'ENSR 20 0 10 20 40 80 NECK POND •,�6 , BVWI WETLAND AREA = 1,300 s f. ` 94 WATER ELEV=5.4 t NG VD •.,� ., PLAN REF 27/135 & 2 4/ _ ,,, _ �, ( DEED REF 16032/289 10-26-05 Dwelling Revision IN FEET } ZONING: "RC" 20-10-10 (R.P.O.D.) 1 inch = 20 Pt. FEMA ZONE- "B" AND "C" DATE DESCRIPTION