Loading...
HomeMy WebLinkAbout0149 PINELEIGH PATH - Health 1 149 PINELEIGH PATH OSTERVILLE A =071 -002 - 096 a /TOWN OF BARNSTABLE L{CATION f60 n a Ie�r1 /Af� SEWAGE#aoo6-y� VILLAGE OSZ"ery it 8 ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO� .� •i lQ-p( s<<<- %18-ssa? SEPTIC TANK CAPACITY oZa—/500 G,o,/. CI-1-gyp, LEACHING FACILITY:(type)3—SOOfir. (size) 33,5'rX C a-8a, NO.OF BEDROOMS �{ OWNER ��ti it tq PERMIT DATE: ,Sep/02'qw'� 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 v �a ,3® D7 - 121 A-q- !�-1 - ��_ Sale43 �3 `I9, $q_ a 7 I f 01- 60 / No. I D 1 1 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 9ppYitation for Misposal *pstem (Construction i3ermit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ndividual Components Looation A ress or Lot No. �� ��, e« p� rv4,Ah Owner's Name,Address,and Tel.No.$ Assessor's Map/Parcel 011 ' r-O 0�0 Installer's Name,Address,and Tel.No. +v au� �.1 v �'� ,� Designer's Name,Address,and Tel.No. ����� E ry G$ Ft:� 3kmc,�r •a h.)�1 7kc ft,0�� Srr�.,r O�C.`+✓.�. / T pe fB riding: �/ Dwelling No.of Bedrooms 1" A Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.`required) gpd Design flow provided gpd Plan Date r0����L91,0 Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 5WL,` V.k\1, 'y cod^ @ag` CA!04^S Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance-of-the afore described on-site sewage disposal system in gn �' g P Y accordance with the provisions of Title 5 of the E ental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Bo. h ,X Si d Date Application Approved by Date ---/A@u Application Disapproved by Date for the following reasons Permit No. 21O Z( "C M Date Issued ZAP L '�P'J•-.:.Y; kwr•,a. , � ^;;r•. o awsn.�'".'r�,^ a. + �.�'rl�'yr . y ' X 1 .-+'`„r�r�.a.�, .n�,,."•.+.+s.,,'�Jp.:,'.,a «�� `5 r n�':''- rk'r ,.•a� '.r.��C'f�.d�.�yr.a,..,^.r,-� .k.,.w. ... e; .a�r9+-'•y 00 a r 1Vo Feed THE COMMONWEALTH OF MASSACHUSETTS`. Entered in computer: j PUBLIC HEALTH DIVISION - TOWNS OFBAIZNSTABLE, MASSACHUSETTS Yes . ,4 `apphration,for Disposal 6 stfm Construction Permit Application for a Permit to Construct( ) ;Repair`( ) Upgrade( ) Abandon �) ❑Complete System Q nd'I" ividual Components , � � � Owner's Name,Address,and Tel.No.i� Location Address or Lot No. ko �G J G`�'w �J��q��; �. nc�. �=�-r�•s� fit!S 6�-ti.� Assessor'%Map/Parcel 011 r a� p 4�, TWA,• /�( "S0 h/a4.1[ f-L- 3� I.nstaller's Name,Address,and Tel No. " nly Cti\4>0`1C .0 Designer's Name,Address,and Tel.No_k.S„i\,\f4A'�'�� ��.,,�,�C4'l,_„ ��, 1,�:a.e^• �M'ra:l,t�^ `��0 �� � !r`�y+� C�.,.f'" O�fii',Cv.'���,.r Type-of Buildings , '✓ w Dwelling, No.of Bedrooms Wk Lot Size sq.ft. Garbage Grinder( Other Type of Building^_--:..,.:; No.of Persons SHowers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) (!t .,` gpd Design flow provided N/>� gpd ,r Plan Date 11�C {.�.4�.[) Number of sheets ' Revision Date, Title c Size USeptic Tank Type of S.A.S. - Description of Soil T. Nat�,],e of Repairs or Ahtjerationsj(Answer when applicable) LC . -•c\h F'p lyw Rtom` �*. p►�( 5s K r — T t� tiff A, t Date last inspected: Agreement: r +. 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 En kohmental Code and not to place the system in operation until a Certificate of �M1 Compliance has been issued by this Boardo, 1=Ie th., ) } a 1 � ,. i Date t fk Application Approved by ' Date d Application Disapproved by Date r t for the following,reasons,° Permit No. d Z ( y'O{ Date Issued --------------- THE COMMONWEALTH OF MASSACHUSETTS i,, BARNSTABLE,MASSACHUSETTS - Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Dis osal system Constructed( ) Repaired( ) Upgraded(Lo)� Abandoned( )by /�"A� G, t b 1:,_OT, f4o'lLe, 1�A VATth6 n/ '//f CA 9-IN� � �';e�P_ {?;e Z -. has been constructed in accordance with the provis ons of Title 5 and the for Disposal System Construction Permit No. �� 611 dated ( �Zb/24 Installer `I Designer 14 fhn 1~ i C t_f'S'ner #bedrooms Approved design flow i" A- gpd The issuance of this permit shall not be construed as a guarantee that the system wi funs on as_de'iig(need. Date � `� '.. Inspector No. ? TZ,j { ( Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,'MASSACHUSETTS MispoSal *pstetn Construction 3permit -Permission is hereby granted to Construct( Repair,( ) Upgrade( Abandon( ) System located at ;y 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 fonditions: Provided:Construction must be completed withi three years of the date of this permit - s, Date' f �, �i�' Approved by ";✓ v . I / 'rt i Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ? J PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIpplitation for bispoBal *pBtem Construction 3pPrmit Application for a Permit to Construct(tl Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components' Location Address or Lot No. ,Y7 P;nelesA pqk& Owner's Name,Address, d Tel.N o.S�ot{+seo,r 14 Assessor's Map/Parcel O7L @O( �' V� � N' /e1 FL J a/la � Ins ller' Name Addr Sls, d Tel.No. Designer's�t4T"�tnie,Address and Tel.No. 1 Il s'o(/i"Oh E7njzh £'er: }-(043(1/ 17g? F Typ of uildin //�� t Dwelling No.of Bedrooms y Lot Size elb/ sq.ft. Garbage Grinder( ) Other Type of Building 1?CS. C;hele FrM. No.of Persons Showers( ) Cafeteria( ) T Other Fixtures Design Flow(min.required) � gpd Design flow provided s 2. gpd Plan Date �O�/q�2o2 D Number of sheets Revision Date Title J;t-Q P�o7 fW ayat ;',V roliem eh-4r s Size of Septic Tank 15-00 GQ'&r"P- Type of S.A.S. Description of so T 14-1- 0 -(0 ei Io e /Oif C®G _Sq- to--z S �• 1'J lA 2( Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boar �Health.. Si e Date fC�- - Application Approved by Date Application Disapproved by Date for the following reasons Permit No. ��, 4® Date Issued r J„,.., •:i.J-4'; .. x•—..r* c b :!+r-n - •`;'S,i 7ti.F nt .. ! a � ;,.,,..e ,.J ;.` A:`- .a. ._� t T .. * *r Al sue- Fee !`� Entered in computer: THE COMMONWEALTH¢OF.IIJIASSACHUSETTS p PUBLIC HEALTH DIVISION TOWN,OF#BARNSTABLE, MASSACHUSETTS Yes f s ; AppUratlon for Misposal 6pstent Co.ftstructlon.permit Application for a Permit to Construct( l)�Repair( ) Upgrade( ) Abandon( ) ❑C plete System, ❑Individual Component r' Location Address or Lot No. j c� Pi*)etesA p9�zl , Owner's Name,Address,and Tel.No. r� "T �,. nr - � J t t 5 G�,17 u,r lL 1/r�, - S Assessor's Map/Parcel o7//C ° Installer's Name,Address,arid Tel.No. / Designer's Name,Address,and Tel.No. ry j .S Type of Building.' 1r� fi Dwelling No.of Bedrooms Lot Size sq.ft.' Garbage Grinder( ) Other Type of Building f? S. I,nc/e No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design F16w(min.required) Y40 gpd Design flow provided `f J gpd Plan Date C' Number of sheets { Revision Date �. Title E P4,1 Rom?(,,Sfd V/ham ram✓ nr Pis S xMx Size of Septic Tank. !S`ta>�'�� ()a/r�.. Type of�S...A.S. (,�1�,,t '�.r, Description of soil '"1'1 ! - �; =%r>i!)�.� 'fGr i f r !C� �4�G C�oG.�sr i,i �1`�/�^ (© - g (tiIVR �° r°`ti,/ S „ Z - 17 1 C trGder 2&-' ' C/6; .tir ech&/4 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: , The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boardro Health. °""-""" Si ned l g '��� ���`�C Date o Application Approved by _ Date Application Disapproved by Date for the following reasons Permit No. C .Q) -" r� !r Date Issued THE COMMONWEALTH OF MASSACHUSETTSt BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( .)by / at {�1 q 10;4 f''le has been constructed in accordance J with the provisions of Title 5 and the for Disposal System Construction Permit No (( C/} -5/dated ,I// Installer Designer J U1/ ✓G�, &h r,A r e-(,4 IK,r #bedrooms Y Approved design flow y✓ � gpd The issuance of this permit shall not be construed as a guarantee that the system wilfl�fu ction as designed. Date I e. ! Inspector s !M, /, 0 1 W v No., `� -- Fee `�` "✓ THE COMMONWEALTH OF MASSACHUSETTS ' a PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Bisposar �&pStem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at 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:Construction must b completed within three years of the date of this permit. Date /,f 7? Approved by TownBarnstable Regulatory Services x Richard VA Scala,Interim Director „ )1 , Public Health Division Thomas McKean,�Director 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax, 308-790-6304 ilhstuller& Desi ner Ced cati n I'Orin Date: 1/121262/ sesTa a Permit 2020-356 Assessor's M Paircel 0711001W006 Sullivan Enginearing 1 ponsulting,Inc. Installer: Address: 711 Main Streat!PO Box 6..59 A¢Irdr°essc r osterviily,MA 02665 y� °f M w ,f �. was issued" a permit to install a 149 Prneieigh Path(Ostervilie) based on a design ch-awn b} septic system at _ ,� .�...._ _.... r (ad �ssj" 19tallivan Engineedng&Consulting,Inc, date X I certify that the septic system reference above was installed substantially according to the design, which way include minor approved changes such as lateral relocation of the distribution boas and/ r septic tank. Strip out (if required) was inspected and the sails were.found satisfaatDry. I certify that the septic s &I-e n. referenced above was installed with major changes (ix. Sr than 10' lateral r, ocation of the SAS or any vertical:relocation of any component of the septic system)beat mi accordance with State & Local: Regulations, Flan revision or certifiedd-as-built by designer to follow, Strip out(if required)was inspected and the sails were found satisfactory. I certify that the. systems,; fcrenced above was constructed lit compliance with the torus of tla approval if oaf applcaable) i ; � $HIV ' - ; ilia? e 's Slgnat'la r3� R�K'i1il8�1 Cnig�f x Jr/d 9 ,r " ' si aer's Sig atur WE �;x Iere)� NUE ..M. � !' IIAtiL B' I3I, PIT IaI� .I EAI�T DIVISION. CERTIFICATE OF, 4` �IaIAI��� �'V'I1�. . r '1 lli� ISS�I�I� [TFd' �, I��"l'k� 'l`�]CS FORM AND AS-J girl 1 i�A A$,Ie + PUJ LJC .;`I` ICI 5IO3N, 11r Q;t&dr,\Designer Certification Form dttev 5-14-13.doc e TOWN OF BARNSTABLE 7(/ - ��`�- �n 9, LOC ZTION 140i SEWAGE # VII:jAGE � `F�c 1®'r `� ASSESSOR'S MAP & LOT t7�-�- INSTALLER'S NAME&PHONE NO. bA Ivef e C #�r_ �e -.Sj rr SEPTIC'TANK CAPACITY `` e LEACHING FACILITY: (type) Tt' c (size) f Q NO.OF BEDROOMS //�� el BUILDER OR OWNER RTe14►� Q'0cir S PERMITDATE:� -1 O -/1-2 ? COMPLIANCE DATE: .'r'7— 9'W 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 r Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet! leaching ac' 'ty) Feet Furnished by t yr � 3Y 2F 11'-1P 11'-0' { i rV 8-0' ro• 9,r 6-P z-S• s-B,rz• z-a ur inR ysN NG �D $ "po igm �m m T m D w z€ s n CONCRETE APRON O y m n 4 0o i G�o m i H ao N W.T0'O.H.DOO 80'x TO'O.H.DOOR < -m y m N N O § ❑ - 13_mp n 1211 S 02 3 c m .a m 2 r # wpSze >t k 0 I 0 1 w n v o S SSm m,mor D yft O w o z u p m D 12.4r 164r r.• y y m s z y r .b m Bgacmm aa• s m n s�G) I - 0 =mpz� eF z m � a D f m zP.ce I 4 0 D m r G T q $ Ie s-11• za• sa r ra y >A ry m ymC7 " O o�m pgA _>gy=Z m Im zP. yl N A�mA ? 0x0 n °zy m pop I °o x a N a c m 1 n mm m z z : I N $ izero If'. 0 aOA y I a a I 'y j ❑ v 4 6 n 11'-0' 1P.P y y0 Rx m 2 0 § a2• 01 D § ea m Q O r 4 \ za DN I A I I A o:� n� D 0G)CDT � ' I _-T---�y—� - f — " m' —_ my� I--- ODmm FT r ym I �n no T--- -- §Az s n sP (� m 00 gS �QZ-n D ®O a (n I nm � � T f7 O u omop m n 3 z o m m I v =m I k ro - W ° mox z o ;a 0m z no z mcm) 0zz C A o z r m A Xs> O § III)a2 N O Czr I — I I I I lA CIDv n 50 T I y a•o § I -- T Ln !n p z W v I -n in O z m r I I I a Z m D ' I Z4P TP Bd 0 I I T. m i y i �o I G I GH ��T. D m __ I mT O m�_ F5 r I o _ O'o�, —?-----J a Z i--- L— o'g& 0 my aDxrP I I I I mo I mO Gao - <' m Q - I I � ❑:10 moomD� JIL C � _� ; ❑ yT I D © m� DDD DD DDD3 C m % o� D zv000000oZ Z _ ❑m m� 8" m ON m m m m m m m m c m tpn m m N m m m y § S i s-a• a-s 1 ra a•-r 4 " m m m m m m m m 0 mmm aN z z z z z z z z om n -15 -15 -15� 5D C p =o qRm - � R3Nlr� py m m I p" I W W A A m N A '� N 3 ❑ I = s-11 O N W w N O1l W r`^ S. a z c c 0 . `a c I cN I ^ za.Bre- AI I N V () D D D m mOD '^ oN W W W W W N - i Cp 4 O O A A A m O C T.g 1'-11' 5'e' 1'-11' r-B• Op OD OD W OD OD OD 00 2 _ x X % X X )< ,x X 0 r j W A U1 U1 N 0) N N T O)O) N W 0 A OJ O,ITT m a'-0- V V V V V V g 00 . O Z m W . O. m c) A . D O cl O O O D O ITT DrD OrD arD n Z DO D - m m m m m 0 0 Fnn m z x x x x x x -4 C C C C D C (A ,r D U) if M r 1 A cy r m � R THE DESIGNER SHALL BE NOTIFIED IF ANYERRORS ■^, I I■ ■I,/`mil rC F O '^ THESEDORONLSSIONS PRIORT STARTFOUN ON NEW HOUSE ■ OR. ®Q COTUITBAYDESIGN, LLC 0 THESE DRANANGS PRIOR TO START OF Y Q � CONSTRUCTION.THE BUILDING CONTRACT OR D ` WILL BERESPONSIBLEFORTHECONTENT 43 BREWSTER ROAD W •--� - D C THESE DRAWINGS IF CONSTRUCTION K E L LY RESIDENCE \ ITl II r C THESE ESNATHOUTCONSTR GTME MASHPEE,MA. 02649 z N DESIGNER OF ANY ERRORS OR OMISSIONS. Q PI1 THESE DRAWINGS ARE SOLELY FOR THE USE PH.(508))274-1166 FAX(50$)539-9402 i N {- OFTHEOOFTHETEIGNERUNERDER THEOF 108 SEAPUIT RIVER ROAD OSTERVILLE MA z Q Q THESE DRAWINGS R EOUIRES THE WRITTEN Q - AR HITETOFTHE DESIGNERU PROTECTION ARCHITECNRAL COPYRIGHT PROTECTION 1 ACT OF 1890. � 4 36'-0• 20'$ (SHED DORMER) 3'-101/C 7$ ra 2--9' r-lour 8-e• O M x x I S �—t— d� n 76•x 69• I � �- - SLOPED b DAYBED BED S n co p a m - T I I � s z —P ,•�• O O II a$FII T II L— TJ m W GDj0 � 1 j DAYBED r �r SLOPED 0\y 4 , Ay —————— 6 0 L_—J g L O - - A N § x x x x ... •.tr a•-9• co r-T W ^ K D v a 41 r-lot 2 r$t- 7-w 7-10 11r �' O T B'-0• 16-0• 6' S-10• (i0 y (SHED DORMER) � N z$ ` 86 t---- EZ _ Im X---m I ----� n m 01 I = G---_ 0 D, i 1 \ ' I y �I O m I O m p w I I I I I 4 I I I m f I D m $ I 00 I 90 I I I I m D0 I I S- $ I I d• gym` 0m oz3 °� ~ m N T 11'P 1• � - - O)m OG'-0• THE DESIGNER SHALL BE NOTIFIED WAN �n THESEERROR$ OMISSIONS PRIG ARE FOUND ONNEW HOUSE FOR: COTUIT BAY DESIGN. LLC �_ /0/� TNESTRUCTI N-THE PRIOR DI STCONTR B� •A \J CONSTRUCTION.THE BUILDING CONTflACTOR HALL BE RESPONSIBLE FOR THE CONTENT 43 BREWSTER ROAD W —I - D C THESE DRAWINGS IF CONSTRUCTION K E L LY RESIDENCE m ,� r COMMENCES WTHOUT NOT R OF MYERRORSOVINGTHE PH.S508 2 41166649 Z DESIGN THESE RAWNGY ER ROOLLY FOR OMISSION THES. ffl THESEDRANANGSARESOLELYFORTHEUSE FAX(50d)539-9402 Illsk) N �� OF THE OWNER NOTED.ANY OTHER USE OF Q O THESE CONSENT OFnTHE DESIGNER UNDENTEEN 108 SEAPUIT RIVER ROAD OSTERVILLE MA ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. PERC TEST. 20-209 4 { PERFORMED BY:JOHN QDEA,PE• SULLIVANENGINEERIN ASSESSORS REF : &CONSULTING,INC. ' Ma 071, Parcel 00,1--006 SEPTIC NOTES p SOIL EVALUATOR N0.2911 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours WITNESSED BY DONNALD DESMARAIS,R.S.-TOWN OF BARNS LE Prior to An Excavation For This Project the Contractor Shall Make OVERLAY DISTRICT. Y 1 OCTOBER 6,2020 the Required Notification to Dig Safe(1-888-344-7233)and contact SITE PASSED Sullivan ingineering&Consulting Inc.(508-428-3344). AP - Aquifer Protection District ,2.The Contractor is Regained to secure Appropriate Permits From Town Estuarine Watershed TEST HOLE - 1 EL.22.5 TEST H LE 2 EL.22.5 Agencies For Construction Defined by This Plan. 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall AlA LAYER:IOYR.S/2. OIA LA IOYR 6/2 C H Be Constructed of Class 150 Pressure Pi Pe and Shall be Water Tested to LIGFIT BROWNISH©RAY Assure Watertightness. In General,Water Lines Shall be Constructed in 10 LOAMY SAND 21.3 10 '..............LO .SAND 21.7 w FLOOD ZONE. Coordination With COMM Water;and Shall be in Accordance B LAYER IOYR 6/8.. .. .. B LAYER iDYR.6/8 BRt.?WNiSH:YELLOW' BRQWM .YELLOW .... Zone X �Y�����,�������• r $ z�- � . � �With 248 CAR 1.00-7.00 dt 310 CAR 15.00. .... .. .. �, 25' .......... LOAMY$AM?... 20.4 26 LO SAND 20.3 ; 4.A Minimum of 9 of Cover is Required for All Components. Community Panel No. C LAYER 2.5YR 6/4 PERC TEST • F „ 5.A11"Structures Buried Thn�e Feet or More ar Subject #25001 C 0755 J to Vehicular Traffic to be H-20 Loading.It is the En ' eer's LIGHT REDDISH BROWN 25 GAZ,LONS GO IN 711TIl1t 30 SEC. Jul 16 2014 8 g� �x:. Recommendation that H-20 Alwaysbe Used. 132 MEDIUM SAND Il.s PERC RATE<2 /IN(LTAR=0.74) Y � NO GROUNDWATER ENCOUNTERED 28" C LAYER JYR 614 6.Install Watertight Risers and Covers to Within 6"ofFinished Grade LIGHT YELLOWISHBROWN 20.2 I k - Over Septic Tank Inlet and Outlet;D-Box,and One Leaching Chamber,ep $ 132 MEDIUM SAND ' f All covers are to be maximum 18"for concrete or 24"Cast Iron. NO UROUNDWA72K EqWUNTERED 11.5 ZONE: r 7.Septic system to be Installed in Accordance With 310 C R 15.00& RF-1 248 CM 1.00-7.00 hatest Revision and the Town ofBatastable Area (min.) 87,120 (RPOD) LOCATION MAP: Board ofHealth Regulations. Frontage n)to e (min) 20' 8� Scale: 1" - 2000'f 8.All Piping to be Sch.40 PVC. Width (min) 125' 9.D-Box Shall Have a Minimum Inside Dimension of 12,and a Minimum Setbacks: Sump of6". Front 30' 10. The separation Distance Between the Septic Tank Inlets and TEST HOLE 3 EL.23.5 TEST HOLE-4 EL 235 ---.�� . . Side 15 / Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend .. 0/A.LAYER 10YR b/2 .. .....0lA i,AYI?R 1D1'R bIZ ........: Rear 15 D(RECT IONS. a Minimum of l0"Below the FlowLine.Outlet Tees Shall Extend 14" . .....LIGHT BI;OWNISH GRAY ..: LIGHT.BROWNISH GRAY-. . Below the Flow Line,and Shall be Equipped With a Gas Bafi`le. 12' LOAMY:SAND. .. 22.5 8" LOA1ylI'SAND.... 22.8 From Hyannis - Take Route 28 into Ostervilie; At B LAYER.ioY1t 6/8.. B LAYER:I0YR:6/8 the lights by White Hen Pantry take a left onto BROWMSI3 YELLOi�V `... .BROWNISH YELLOW Osterville West Barnstable Road and follow to the SAND 19. LO SN ...........OM23' L. ' 20.8 end; Take a left onto Main Street; Take a right C LAYER 2.5YR 614 PERC TEST onto Parker Road, At the stop sign take a right LIGHT YELLOWISHBROWN 25 GALLONS GONEIN7MOV30SEC. onto West BoyRoad; Bear left onto Bridge Street, g - h32" 1►1�IEEDIIIMSAND PERC RATE<2MIlV/IlK(LTAR=0.74) NO GROUNDWATER ENCOUNTEREDand follow to the Gate House; Continue Straight 26" C LAYER 2.SY 614 21. and stay Left onto Oyster Way and stay right LIGlI'1' YELLOWISHBROWN Y Y Y Y 9 1321 MEDRWSANIID Its onto Grand Island Drive and turn left -onto NO GROUNDWATER ENCOUNTERED Pineleigh Path #149 Site is on the right, DESIGN DATA Single Family 4 Bedroom @ 110 GPD D-BOX No Garbage Grinder 3-500 Gallon Chambers Total Daily Flow=440 GPD Finish Grade Use a 1500 Gal Septic Tank 3' Max. f ; ..; LEACHING AREA 9" Min Compacted Fill Filter 440 GPD/0.74(LTAR)=595 SF Required 4.0' O Fabric Sidewall=2(12.83'+33.592'=185.3 SF 12.8And ' i18-- 112- Bottom Area (12.83'x 33.5')=429.8 SF Pea Stone Total Provided=615.1 SF(455.2 GPD) 3' H-20 3/4^ - l 1/2" 4' Crushed Stone LEACHING Double washed LEACHING CHAMBER DESIGN11 CHAMBER Stone All Pipes to be Schedule 40. Use - 3-500 Gal.Leaching Chambers in a 33.5' 4' - 12.83'x 33.5`Double Washed 12' t o' Stone Field as Shown. CROSS SECTION OF CHAMBER SAS Detail Plan View NOT TO SCALE SCALE 1" = 10' F.F. El. 27 5 To Be Confirmed F.G. EL 25* - *Final Foundation GradingSee Note 6 (typ.)To Be F.G. EL. 24. 00 oor ►na ed With Landscape Plan Flow Equilizers EL. 21.81 As Required Installer To Confirm Prior E 1.41 1500 Galion To An Work Septic Tank EL. 21.16 y H-20 H-20 '-- Top EL. 2 1.00 (See Note 5) D-Box EL._20.25'-'" -=-- 0.Q0 H-20 Leaching To Be installed On Chamber a e Comp acted Bose 6ot. EL. 18.00 Bedding,"T.,s, Inspection Port, :. ...�ndauri.te �: Red a e:8c:a?epltree.:: & Baffels AllCln.sulfable Sons; a?tri:fldin 5'..of as Per Title 5 the:;:Outer ,P rtrri:etei :.of::Th ;Sy f rri: co .................. ...................... ........ ......... .......... No Groundwater Per Test Hole 1 DEVELOPED PROFILE OF SYSTEM NOT TO SCALE Benchmark - Top of Conc. Bound E1.=25.34 (NAVD '88) NIF gurck William A. & Aimee W. CB ►�" . fnd Encroachments An tobetilocated Prior to Construction _ 24.5ol . 43.4, , Ng1. 520E Pro Pool Fence ® _ E 21.0 m E C8 h fnd 15 .Buidrng.Setback'- G • V I , 46.7' 51.3',r �. ,lam r _ p o_ O .,.., % Pro Pro D ,f R-Box a � : WALK Drive o m 158.0' O STEP o PROPOSED ', �� CAD PA770 a EL 26 O cn h+-3 nH-4 CY- 13 p Se d tic PROPOSED vov P 1S; Pitch Min. p DWELLING no Tank 1 F.F. EL. 275' NO / Q 10'Min. r+ y, 29 Pitch Min. CD • Vi o PROPOSED 04 o _ L O,t 199 3 POOL STEP - a o 46,660E SF w/SPA.- -- -rn /04 Water z o Z Ejector N/F d m R Oyster Harbors Pump m-1 rtl-2 Club, Inc. 'J • Pao lob !N c,+ 122.1' ,25.2, STE Pr , Zas 0� � ------ Pro - 0 I PROPOSED Septic ' Q CABANA PROPOSED DRIVEWAY 1, d 40.7' \ �7 Pole Guy Pole 123.3' Setback. -- 15 Balding...._.,,._ fnd 26. r PROPOSED POOL FENCE S86' 0�07'�N Benchmark - Top of Conc. Bound E1.=22.70 (NAVD '88) CB/dh fnd - N//F Garrett G. Gillespie Tr. 0f T. R4`lil1� ;� a T1 TLE. Site Plan PREPARED BY. PREPARED FOR: NOTES: Proposed Improvements m rO ^ ��}^ (1 e e L7 oys C•1 e L7 u ll d In g 1) The property line information shown hereon was Cn p I/,p c Enonecring & compiled CIO John Carroll p ed from available record information. _ Ae�} rl L a 2 The datum used is NAVD 1988, a fixed mean sea IvaCO]DSUIt�n�U I]gC. Robert F. Morrissey 8c Michael G. Lynch Trust ) y p level datum obtained by RTK GPS performed by 149 Pineleigh Path 3115 Gulf Shore Blvd N 507 Sullivan Engineering & Consulting inc. on Oct. 14, g (508)428-3344•P.O. Box 659.711 Main Street, Osterville,MA 02655 2020. Barnstable (Oyster Mass. seci@sullivanengin.com•www.suilivanongin.com Naples FL 34103 0 ster Harbors 3 Topographic information was collected using O Draft: CTRIASL Field: CTR WHK 20 0 10 20 40 80 conventional survey method on 101912020. ri DATE: October 19, 2020 SCALE: 1 = 20' Review: CTR/JOD Comp./Review: CTR/JOD Project: Bayside 149 Pineleigh Project#• 1998101 PERC TEST: 20-209 ASSESSORS REF: PERFORMED BY:JOHN ODEA,PE- SULLIVAN ENGINEERING � _ &CONSULTING INC. SEPTIC NOTES Map 071, Parcel 001-006 SOIL,EVALUATOR NO. 1.Location of Utilities Shown on This Plan'Are Approx.At Least 72 Hours WITNESSED BY:DONNALD DESMARAIS,R.S.-TOWN OF BARNSTABLE a, Prior to Any Excavation For Thus Project the Contractor Shall Make OCTOBER 6,2020 OVERLAY DISTRICT the Required Notification to Dig Safe(1-888-344-7233)and contact SITE PASSED "p Sullivan Engineering&Consulting Inc.(508-428-3344). AP - Aquifer Protection District y 2. The Contractor is Required to Secure Appropriate Permits From Town Estuarine Watershed Agencies For Construction Defined by This Plan. TEST HOLE- 1 EL.22.5 TEST HOLE -2 EL.22.5 3. Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall OfA'LAYER.IOYR 6/2 . -:.bi'ALAYER l0-YR.6/2 Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to :...,LIGHT BIIOWNISH GRAY ..LIGH..... ISH BR..... . LOAM•Y•SAND ... ....... , ........ .. .LOAMY SAND....... e • Assure Watertightness. In General, Water Lines Shall be Constructed in 10 21.3 10 21.7 FLOOD ZONE: g B LAYER 4OYR 6f8. B LAYER.l0YR.6/8 .. a Coordination With COMM Water,and Shall be in Accordance h T BROWI�ISITYELLOW BRQWNISFI YELLOW... Zone X With 248 CAM 1.00-7.00&310 CAR 15.00. + x r LOAMYSANA. 20.4 26 LOAMYSAND 20.3 Community Panel No. , 4.A Minimum of 9"of Cover is Required for All Components. 25 y C LAYER 23YR 6/4 PERC TEST 5.All Structures Buried T bree Feet or More or Subject =k +� LIGHT REDDISH BROWN 25 GALLONS GONE IN 7 M .30 SEC.: #25001 C 0756 J to Vehicular Traffic to beH-20 Loading.It is the Engineer's July 16, 20144 ,. 132' MEDIUM SAND 11.5 PERC RATE<2 MIN/1N(LTAR=0.74) Recommendation that H-20 Always be Used. NO GROUNDWATER ENCOUNTERED 28" C LAYER Z5YR 6/4 20.2 6.Install Watertight Risers and Covers to Within 6"of Finished Grade LIGHT YELLOWISHBROWN d7a` Over Septic Tank Net and Outlet;D-Box,and One Leaching Chamber. 132' MEDIUM SAND 11.5 ZONE. s All covers are to be maximum 18"for concrete or 24"Cast Iron. GROUNDWATER 7.Septic System to be Installed in Accordance With 310 CAR 15.00& RF-1 L OCA T'ON MAP. 248 CAR 1.00-7.00 Latest Revision and the Town ofBarnstable Area (min.) 87,120 (RPOD) Board ofHealth Regulations. Frontage (min) 20' Scale: 1" = 2000'f 8.All Piping to be Sch.40 PVC. Width (min) 125' 9.D-Box Shall Have a Minimum Inside Dimension of 12,and a Minimum Setbacks: Sump of 6". Front 30' 10. The Separation Distance Between the Septic Tank Inlets and TEST HOLE 3 EL.23.5 TEST HOLE - 4 EL.23.5 Side 15 Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall.Extend O/A.LAYER IAYR 6/2....: 0/A.LAYER IAYR.6/2. Rear 15' DIRECTIONS: f a Minimum of 10"Below the Flow Line.Outlet Toes Shall Extend 14" LIGHT BROWNISH GRAY.: LIGHT-BROWNISH GRAY. Below the Flow Line,and Shall be Equipped With a Gas Baffle. 12' LOAMISAND:: 22.5 8" LOAMYSAND 22.8 From Hyannis - Take Route 28 into Osterville; At BLAYER.i0YR.6f8.... B.LAYER'aoYR.6/8. the lights by White Hen Pantry take a left onto EROWN1s13YEiiow:: BROW 1ISITYE ioW.: :.... Osterville West Barnstable Road and follow to the .... 23' .. LOAMYSAND.. 19.7 32, ... ....... :L-0,1W.S. ..a: 0.8 end; Take a left onto Main Street; Take a right C LAYER 2.5YR6/4 PERC TEST onto Parker Road, At the stop sign take a right LIGHT YELLOWISHBROWN 25 GALLONS GONE IN7 MIN 30SEC. onto West Bay Road; Bear left onto Bridge Street, 132" MEDIUMSAND 1125PERC RATE<2MiN/EV(LTAR=0.74) and follow to the Gate House; Continue Straight NO GROUNDWATER ENCOUNTERED 26" C LAYER 2.5Y 6/4 21.3 LIGHT YELLOWISHBROWN and stay Left onto Oyster Way and stay right MEDIUMSAND onto Grand Island Drive and turn left onto 132� 12s right, th i 149 Site Path h P Pinelei ae s on e r I NO GROUNDWATER ENCOUNTERED g # g j DESIGN DATA Single Family -4 Bedroom @ 110 GPD D-BOX No Garbage Grinder Total Daily Flow=440GPD 3-500 Gallon Chambers Finish Grade Use a 1500 Gal Septic Tank 3' Max. LEACHING AREA 9" Min Compacted Fill Filter 440 GPD/0.74(LTAR)=595 SF Required 4.0' Fabric Sidewall=2(12.83'+33.592'=185.3 SF 12.8' O An d/Or Bottom Area=(12.83'x 33.5')=429.8 SF 118- 112' Pea Stone Total Provided=615.1 SF(455.2 GPD) 3' H-20 3/4" - 1 1/2" LEACHING CHAII�ER DESIGN 4' Crushed Stone LEACHING Double Washed CHAMBER Stone All Pipes to be Schedule 40. Use 3-500 Gal.Leaching Chambers m a 33.5' 4' - 10" 12.83'x 33.5'Double Washed 12' - 10" Stone Field as Shown. CROSS SECTION OF CHAMBER SAS Detail Plan View NOT TO SCALE SCALE 1 10' F.F. El. 27.5 To Be Confirmed See Note 6 (typ.) F.G. EL. 25* - *Final Foundation Grading To Be F.G. EL. 24,0 Coordinated With Landscape Plan FF 11 Flow Equilizers EL. 21.81 /' As Required Installer To Confirm Prior EL. 21. 1 1500 Gallon To An Work Septic Tank EL. 21.16 Top EL. 21.00 y H-20 .41 H-20 (See Note 5) D-Box EL. 20.25 20.00 H-20 Leaching To Be Installed On /� Chamber 0: 13rta e ompact ot. EL. 18.00 Bedding,„T„s Inspection Port, .I ...t:Ereounaerd Rerrawe::8c :.RepLace:s . ........ . ....I. .... . ........... & Baffels AdI:::Dristriacidle.::Sos; :Wialin:5': of -� .............. . ......... I... .....I.... ......... . ............. as Per Title 5 Tf?e:touter:Perirtiseter :of::i7ae:::5yst .... EL. 11.5 No Groundwater DEVELOPED PROFILE OF S YS TEM Per Test Hole 1 NOT TO SCALE Benchmark - Top of Conc. Bound E1.=25.34 (NAVD '88) NIF W. Burck CB William A. & Aimee in d Encroachments Any Existingated Prior to to be Construction G 24.5' G _ .. N81' 2T 52" pro Pool Fence ® E t 1 21.0' _ -- E E CB h ! Setba,_ck �,.., f; G in Buiding. 46.7' -51.3' Pro Pro D-Box o co f J I O WALK Drive o N �. 158.0' STEP PROPOSED rn p PATIO ° f EL 26 0 D TH-3 't TH-4 1 Pro / `r' ►� -p .D PROPOSED oo Septic 'n � Pitch Min. DWELLING lank 1 �o F.F. EL 27.5, m j ^, 10'Min. _ 2% Pitch Min. , e� PROPOSED l _ W L O t 199 POOL STEP - W/SSA co -n / Water / NIF z _ o C*) / EPumpr TH-1 TH-2 Oyster Harbors p Club, Inc. 122.1' 2' .c Pr STE I Q as Pro CID cn PROPOSED Septic I CABANA PROPOSED DRIVEWAY \ Q � Pole 40.7, � .� .. � Guy G I _n ... ._ . . Pole ._ ...._, ... 32.4';� 123.3' � ...., _._. CBldh fin d 26.1' PROPOSED POOL FENCE S86' 02' 07"W Benchmark - Top of Conc. Bound E1.=22.70 (NAVD '88) CB/dh in - NIF Garrett G. Gillespie Tr. G qSs E OW Q 171 . o CS �FOIS? - �SSlONAL TITLE. Site Plan PREPARED BY. PREPARED FOR: NOTES: Pro osed Improvements � En lneerin & Bayside Building 1) The property line information shown hereon was = C/O John Carroll compiled from available record information. m At ivan conSUlting, 111C le GPS Robert F. Morrissey & Michael G. Lynch Trust The datum used is NAVD ' fixed mean sea -mj level datum obtained by RTK GPS pea rformed by 149 Pine/eigh Path 3115 Gulf Shore Blvd N �507 Sullivan Engineering & Consulting Inc. on Oct. 14, 508 428-3344•P.O. Box 659.711 Main Street, Osterville, MA 02655 Na l es FL 34103 2020. Barnstable ( y Mass. $eci@sullivanengin.eom•,N,IV,ASUII1Vanengln.COlfl p 3) Topographic information was collected using � (Oyster Harbors Draft: Field: conventional survey method on 101912020. CTR/ASL CTR/WHK 20 0 10 20 40 80 DATE: October 19, 2020 SCALE: 1 " = 20' Review: CTR/JOD Comp./Review: CTR/JOD Project: Bayside 149 Pineleigh Project#• 1998101