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HomeMy WebLinkAbout0023 SACHEM DRIVE - Health 23 Sachem Drive Centerville A = 209 028 No.42101/3 ORA 10°l0 . TOWN OF BARNS STABLE FL LOCATION 54C-6&&4 SEWAGE # 2000 - y VILLAGE /� ASSESSOR'S MAP & LOT 207--Z� INSTALLER'S NAME&PHONE NO. (7.(R SEPTIC TANK CAPACITY LEACHING FACILITY: (type) - Sao (size) (S• X S SC 2 NO. OF BEDROOMS— BUILDER OR OWNER :J PERMTTDATE: �>`7 2-4>2C ' COMPLIANCE DATE: IY12.1ol 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 20 C r • 1 i..• / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS application for 30ftzpaal 6reu t Construction Permit Application for a Permit to Construct( - )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. It Y� !> 78e1 t Owner's Name,Address and Tel.No. Assessor's Map/Parcel -7-0 C� —-L 16 Installer's Name,Address,and Tel.No. Designer's Nam8'}1 SNd&j.MOYLE & ASSOC, 42 Canterbury Lane �® p � �� East Falmouth, MA 02536 Type of B v well No.of Bedrooms Lot Size Z Z0sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow !AA:o gallons. Plan Date vdt• '� -W1>0 Number of sheets Revision Date Title err Pi.t&v ky, '1._ VAt> l--k i-u+t_ 73s!N yX%=W C Dw Size of Septic Tank o®„ r_A� DW Type of S.A.S. I\, its L�t-'�-z�.�•�cl�i// (>)h r Description of Soil l� x 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 Certifi- cate of Compliance has been issued by t ' Bo of Health. Signpd7 4. 4 Date Application Approved by Date Application Disapproved for the following reaso Permit No Date Issued q ...... A, Nog- 40, Entered in comuter.THE COMMONWEALTH F 6 Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 2pplication for Miooe;al 60tem Construction Permit Application fora Permit to Construct Repair Upgrade Abandon El Complete System 0 Individual Components Location Address or Lot No. � -L-; Owner's Name,Address and Tel.No. Assessor's,Map/Parcel installer's Name,Address,and Tel.No. r Designer'sN an T7elYLE & ASSOC. an erb ry Lane East Falm6uth, MA 02536 U �o Telephony; 508/540-2534 Type e of Buildine: weiii No.of Bedrooms Lot Size Z-94 sq.ft. 'Garbage Grinder Otherk Type of Building No. of Persons Showers Cafeteria( Other Fixtures Design Flow 4 t.q gall s per day. Calculated daily flow !AA�0 gallons. `Plan Date v Number of sheets Revision Date Title St-r-r-: Pi g,"' byl v Size of Septic Tank k<o" -Type of S.A.S. >%b4\41ALt--t-%g,3tA Description of Soil =>=-x; G- C P, Nature of Repairs or Alterations-.(Answer when applicable) Pate 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 Certifi- cate of Compliance has been issued by this,Board.of Health. Sign?d7 IT- Date Application Apli&ied by ;-n Date Application Disapproved for the following reasoV 4 I- - - —to 1112 7 Permit Nod6r-2u Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed Repaired Upgraded Abandoned by at � `:k_Q�,_Q P-A co\"-A ,V, has constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No dated 0 C) Installer -Designer The issuance of this�ermit shall not be construed as a guarantee that the system,will function-a's designeo. Date Inspector --------------------------------------- No. 46 00QQ Fee V N THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS \ Mt2;po!6a[ *p5tem Construction Permit Permission is hereby granted to Construct Repair Upgrade Abandon System located at 1"A v( and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this pdrmit. Date: 1 I I Z c> Approved by } TOWN OF BARN�STABLE LOCATION �Z 54C' 6Pf�ft ef SEWAGE# 20oci — 46 y VILLAGE ASSESSOR'S MAP & LOT 2-02-27 INSTALLER'S NAME&PHONE NO. Cr d, SEPTIC TANK CAPACITY lJ�o LEACHING FACILITY: (type) , 5'00 (size) (�•2 xSC,2 NO.OFBEDROOMS BUILDER OR OWNER PERMITDATE: 1L']'- 2.a�y COMPLIANCE DATE:_( Z 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 s e c37- Z lirm ® ® � . ® ® il I ILLLL rFlT aScAll;ll��L1�JS DEMON� A � FRONT ELEVATION 1/4 _ DATE: PRE,. 9 t/4"=1 —0 14—JAN-97 97-747 CUSTOM STEPPED CAPE SHEET : JEFFREY A. BARNABY, CPBD BAYVEW CORP. A- CERTIFIED PROFESSIONAL BUMMG DESIGNER ' oau�n�Y O �raE - 13: OUAKER MEETINGHOUSE ROAD,EAST SANDVICH,MA. D JOSEPH IAFRATE �"' s�nrmuan.awcm a m•m. TEL. 50B-Bee-2747 CENTERVILLE, MA. 02632 °'"'"` "�"°""P6`°"�°""'�` p � viwc,wc w e[simrwr ro uronor:w OF 8 rc ocsw�s raoA ro we sr',�ir a rwc l � 12 �12 5.5 1 x39 M 410P av[Jt ASDINLT OR I.G DOCF SN[I61L4 1 t E D41t[®,111D[TW.1 5.5 D 1/2�T,V.[rn. rm ao II li jl II 11 II 11 II II I II II I [ II II I I I I I I I I I I I I I I [ o0 R I MMWOxo m coNlmA xTursTon I I I I I I I O ME Of OOKTROOTtX1 I I I I I I I I I CCOUIRAC[OR Siw1 1UDITND 1 1 I I I I t I I I I ¢ c�I > II II II II II 11 II II II II II 1��----------------------------------------�L�, rJL.I,-----�---_—_—_—_+fir---------------------- ----,-4-� LEFT ELEVATION RIGHT ELEVATION SCALE: DATE: PROJ. : WEN DD E S� N�j A SIDE E L EVATI 0 N S 1/4��1 _O 14—JAN-97 97-747 CUSTOM STEPPED CAPE sHEe p: JEFFREY A, BARNABY, CPBD I� BAYVIEW CORP. 0 5r 0.�9WI4107 :.'>�— 2 CERTIFIED PRQFESSIONAL BUILDING DES]GNER B D 1mDc otxa 1malarr DF4D[I[S IID 131 QUAKER MEETINGFEIUSE ROAD,EAST SAND4CN, M. V JOSEPH IAFRATE m 1ax�aou®,01wi®o[Dian TEL. eDe-88e-2747 CENTERVILLE, MA. 02632 r 1 FFH EFH �1n�r 1%e 2 1 x 0 CORIEH BOM65 4Pp Ti t�P�I �uJT1I�Tp p�FG11��T,I��IAj Nf I II II I I III N I hlhr m hAll"ll 1Y Ev - �IIa D I 1 I I I I I I II I I II I I 1 I l J, r t � pf` �� SCALE: OATS: PFtOJ. II �® � III'�IIAg A Q REAR E L EVAT i 0 N 1 i4"a l —O 1 4—JAN-97. 97-747 _ CUSTOM STEPPED CAPE SHEET g. JEFFPEY A. BARNABY, CPBD �'"�`°FES1161MJ CER-IFIED PROFESSIONAL BUILDING DESIGNER BAYVIEW CORP, m,�v�, A___. 131 QUAKER MEETINGHIME ROAD, EAST SANDVICH,MA. BD JOSEPH iAFRATE m.yeaa TEL.508-888-2747 CENTERVILLE, MA. D2632 run a[m x eilmn�c m nc"r®mn'a GF urc o¢oa opal m nc R�or xaR. a I e' s I iz.� n1L a P.r.s x s f •1 K BO IE p o P,r,a x at re•oa b ! 1._e. e._D. a.,--TT - - - - - -- - - - - - - r - - - - - - - -- - _ - - - - - - ------- - - a 6 e' x a nEn I/••-xa- - 1 I. I I " TF' 646iVAI yFc YASE I 1 4 I I UlL IN N R c I 1 I I I I I I I I --------------- •. Pt. 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PLAN 8c 1ST FLOOR FRAME '/4--''—o' I4-JAN-97 97-747 v CUSTOM STEPPED CAPE SHEET fl: JEFFREY A, BARNABY, CPED ylmnc OcsoX+rvFz WAL 1111ILDING DESIGNER 'BAYVIEW CORP R R �wv tDItnIG" lw[FWe ARL Nlf 1 CERTIFIED PRDFESSI -� 131 QUAKER MEETINGHOUSE ROAD. EAST SANDWICH,W. �+ V JOSEPH EAFRATE TEL. 50e-888-a747 CENTERVILLE, MA. 02632 • I DECK ,r-11,ir I 1-6, S-e' ram- Y-0' a'-n s a• .•-n J.• � a'- , k-a• t'-0' C-o• Y-Y r_.• ]'-o' a'-o' 7-n' I I I I I o I� I r-s• s•-.- { { w :T 4 KlICHEV FILAUNDRY b;� ENTRY MASTER BEDROOM 4 •••• IIaEDooll 11- „ _a R o_n• Y-o' Y-1• r"c' Tom• r-c• r-o• ___ Q G PROIAq i G-s -1-sc`any h ti II 2 CAR GARAGE DINING Q T w { ti LMKG ROOM I I I p 11 n CtN1lTv w I I I I I 1 1 GDONSNE 1 I 1 I II Y 1 i i i Y COVEREE PORCH — ENTRY I Y_p• I I 9'-°•Y 7'-0`o.M.G.IN+GE owo! I a'-0•%r-0. qO.N.VJIA:E°ooR 1 �`• f i 1._a. y-0- .•_6• •-0• 3'. t F-o• S-0. a•-a. 3._a• a'-0 _<'-o. a'-2. 1 i r•-e 1 r' .r-m 1 n• FIRST FLOOR LIVING AREr-1 1403.75 S.F. , i i J 4 5 6 7 3 -9 10 1112 IS ,. - -svww�;�.omco:m„+nowowwm n:mN l.®Ns-wofwoanm.r aanN¢':wnw'IC«r.xana000T'sw-ec.+onwwlw�c.e v o n.N.. PRO,. 1 _JAN fof:7 : -J71— aA7 S r `•' CARE 5H7E 5 � _ � � � ,n " " Iew J:FfPa A. EARNABY, LFEPBA-MEW CORP, OrLCONAL EUILDIN; DESIGNER JCSEQ- 1=�R/+C._G�?CER'Ie[ VD 131 QUAKER NcETlN5h7USE ROt , EALS GaN[+'.ICN,MA. TEL. E-BB6-2747 CFNT-RVILLE U' • t az'-Id r--------- --___ jj c c Y l II [1 If ll I -----------_--_—_-------- � --_----- FAUID.Y BOOM BELOW r I 11 II I i r_,• BEDROOM 11 II II I I n u Ir II II r-r e•r '�•• s'�' p p II t: BALCONY FtnrURE BONUS ROOM II II >wadw� I I 11 I BVCow,OR I - A KNF➢YNL �BEOROOM u --- - - ----j I I � I I II � I II r I IL----------- ----- ---- -----------'II -------------------�- ----------- SECOND FLOOR LIVING AREA = 613.9 S.F. 1 3 3 4 5 5 7 5 fl 1C 11 IZ 13 It 15 I6 �UYLNG �����„�, „,� SCAL£: GATE: PROD.u��\@��IIIII � SECOND FLOOR PLAN '�4"=''-o" 74—JAN-97 97-747 AlI CUSTOM STEPPED CAPE SHEET JEFFREY A. BARNABY, CM 1 omamnn"" CERTIFIED PROFESSIONAL BUILDING DESIGNER ■ ) BAYVI ESN CORP. '�� ^� A 6 .131 QUAKER MEETINGHOUSE ROAD, EAST SANDVICH, MA. D IV - JOSEPH IAFRATE TEL.708-888-2747 - CENTERVILLE, cur a5oles a axo•Kav loom a w®c MA. 02632n � of 8 1. SLATERS PAPER OR 'TYVECK" TO BE USED ON ROOF AND SIDEWALL WIN W K11 L F 0 0 0 R 5 C n 2. BASEMENT UTILITY WINDOWS AS PER STATE BUILDING CODE. 2% OF FLOOR SPACE M. - 3. PROVIDE GUTTERS AND DOWNSPOUTS AS REQUIRED 1 4. PROVIDE FLASHNG ABOVE ALL WINDOWS AHD DOORS 5. PROVIDE CROSSBRIDGINC 0 MIDSPANOF ALL JOISTS AS REWIRED 6. DOUBLE JOISTS UNDER ALL PARTMONSASREQUIRED7. ATTIC SPACE TO BE VENTED AS PER STATE BUILDING CODE 8. THE DESIGNER ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION.THE OWNER AND CONTRACTOR SHALL COMPLY WITH ALL RULES ANDREGULATKMIS IN THE MA. STATE BUILDING CODE AND LOCAL REGULATIONS. 1 "" coot rem vENr Dow.INDCE KM 2 X 12 RODE GONAD 2xa'soTCo.c. 12 ASPrM1T OR FISCRaLASS ROOF SHNCLLS O(B1 APPROVm SNNNCLE N NO ONER 2%10$IS is'O.C. 2 N In*Is,O.C. 4.0 1).r EXhlaw PLY1rDDD OVER RNTOtS I ASPHALT OR FIBERGLASS ROOF SHINGLES NOTC•CONTPACI2 x C4 (TTP1aL Roam,RpSN) OVER APPR0IED SHNCLE BAOIWIC OVER 1/2-D ERIOR%YYOOO OVER RAFTERS 1r P-3D F.C.IN9lL 2!>i S'6•is'O�. (IYPfAi ROOF i.," 12 — 12 12� t xJ 16'O.C. PDpFNL BUILT TRU99 SENI)19 O 1/2'GYPSUM RD C/� 11 ROOM OARAOE NOT FINSIED /, 12 AApLLi OR RRtRGLASS 1100i SHINGLES1 3 M 6 DOPE MONO acR m-l"OSD LfILYE MLpNc waI 1M k ROOF—5Y 000 OYEA RA1T0l5 ���--� (IYPC.IL ROOF FINSFQ r2%6'6 F r6'PC. HAI I BEDROO I 3/4•P..m OR BSB SLe oak / 11 ^ �(F ROOM Fe+sxED) � j' G � 2 x 6'S 0 16'aa. 3 2 x 4 KmIe,iG ALL D'P-30 F.6.N9UL ^ Go NI.ORP FOCI VENT SD f 2 x 10'S•16, r {F ABU2 FM6NED) 2%10'S 0 16'O.L. 2% W.O 16.O.C. 3 1/:•N.�9tm a�N s-1 X IBM WOOD 17 E '"'°"°^" w 3-2 x rD's w.X 4 i 16•aE. (NOTI:C N h BEW TD PROVIDE S/6'FM6'a DE rT DNSM�� 3/6'PLYNOOD SOFFIT BE U.rED IF WOM mtsmeP ABOVE) CTPSLRI OYMt T x 3 , STRAPPRMi t1 4'0& , TYPICAL*ALL CONSIRLICTSIN IF ROOM FINISHED O.Vt I WHITE CEDER;MINGLES O S i/2'I.W. aARmE r OYFR TVECK DYER 112"ExffWOR DINING KtTCH N 3 1/2'A-Tt FG.1— PLYNOOD OYM 2'X 4 X 7-L'S7UDS l O 16'O.C.AY TM 2 TOP AND 1 BOTTOM 3 I/Y R-1T F.O.NsuL. PROXIDE 5/6'ME000E CYP9u PLATE 7"-8 1/V STUD WAIL 3/C FlY1KrfW O CSB 51Ep SUBFIDON N�%K OECKINONu 6'A-ID F.C.P611L P.T.2 x b SILL Prrc"IS MW MoINIRDS ENTRY 2 X in•16'O.C. -{ 2%105 O 16'D.C. 2 X 10'S C 16,O.0 - yCYif.RaOR.GIST riOR BILGXEAST ARU 1 2 x 6 P.T.SLL 2 W!Sl SF%2 2'-� CAW,FLDOP loST'3 W/SILL SOL iT10.61LL S Ps IFND.SLL STRAPS •4'-0'IIAx.O.C. ®EIBEDO[E-0'D TWO. aC.M: NBLDDED IN COAL. . q A MH OF 12' A NYI.OF FILLED 3 1/2-F CONC.FIU. STEEL COE- 4'P.G—IN/ g 6"x 6'lie WM, 'P.0 SUB w/ OAtR 6'x 6'j10 YYPF FAR1H ITYPXAL) b DYER NOw-ORGAwC 6'x te•CCM.P.a rl'G URTN(TYPXwU - 1 X 2'-0'x TI' E'N I6"LON1.P.L r1G. SECTION A v.G.PDOTro SECTION B A ,,,V N I„I_�, D E S ENS ` p SCAMS DATE; PROD. �{: ILIL� I� I'��' H P UUILDING SEC�I�NS 1/4"=1'-0* 14-dAN-97 97-747 CUSTOM STEPPED CAPE SHEET JEFFREY A. BARNABY, CPBD 0~Dec ..7 A— / CERTIFIED PROFESSIONAL BUILDING DESIGNER BAYVIEW CORP. Ln�pDmo4+F � I'onr ��/77 131 QUAKER MEETINGNOUSE ROAD,EAST SFWDVICH,HA. B D JOSEPH [AFRATE TEL..50E-88e-2747 CENTERVILLE, MA. 02632 of $ uNNe xaolx InDa TD R�FTNrr or.oA� —_ COWT.RIDGE VENT 2 Y 12 RIDGE BOARO 2 Y 6'S•le,oc. �II�12 12 12 ASPAYLS OR ABFAGLl56 ROOF SIeACl15 2 Y 6 ROfE BOARD OMIT xPPNT�S TO)I) e1GAON0 rETI! .5—LT OR Paa1TGM55 RooF SHRRMES �35 1/2'li.R R PLYWOOD OVER RAi7ER9 OVER IPPRDVFD SINGLE BACKING OVER (TP fil ROOF RNI$11) \ V/PI Ex1E160R PNISH) OVER RA°>FFS � 9•R-JD ("'P10AL RDOP flNsp 2 Y eS o 1e'O.0 2 x 6's 16.O.C. �IGI� 6 .I II ,6•o.a �� .. I' 1 X J snuPPnc•1G at. s x,D'3 0 i/v TmP RMIA(TTP.) SMIOFOON c11KUwoRs {AIEOPOI vlsTry 12 II � EW1L-A1FL"AR AAAr WRF ,._6. BEDROOM CLOSET BAT `\ 12 OPROFYL RNEOWE OR CATHEDRAL OVER DIM p.a PLw000 OR OSB TYPICAL NALL CONSTRUCTION \� LTxx WMN FRS UNR 5 t/2" �` 10" PLYWOOD OVER 2'x 4`z 7'-l"STUDS 2 z 10'S a TVO.C. 2 Y tOS IF 16"O.C. P D.C.YTH 2 TDP AEA 1 wTTON PUTS 7'-6 1/2'STUD WALL Ar.R.R6xi a 1/s• UK f.9" j LIVING HALL S1 M. BAT NTRY FAMILY ROOM Y J/4•PLYYD00 pt OSR SDILLIOR 3/4'PLYR000 ml DSB SVBFlAOR 6"R-19 fO.IN6LL. 6'R-1F F INSUL Tx Ices 18'D.G. 2x 10's O 16'olr 12 x ITS a 16'01. 2 K 6 P.T,ELL -2 K 111 21 11 0�X71 2=VD .-2 z 1p5 2X5P.T V Su� V-6 R/SILLsFK X/2" FN0.S. xiRA^5 nA SILL SfRAP3 J 1/2"0 C .Fll1EL STEEL coWNN 2 x 6's R 16,O.C. e N IDED �` uem m M c 2%1o's a 1a'O.Q 12 BASEMEN 4 UN.OF 12' A UK a 12, BASEMENT : 12 J 1/2'0 GONG.FILLED STEEL n 1014 Asp—1 OR FlREAC;IA55 ROOF—.x5 f 4•°F.'LAB M/ 2 K e 9ND Rnll OVQt xPPRaNED AAInOIE RAL101A0 OVFR e•K e•/ID W6T /2'EXTERIOR PLYWOOD 0.2R 1 F1ER5 (T,PiVI■OOP Rn16N1 9'R-JO f.C.Iry5>A, EARii I'c',L) 1Y9'S G 12 � 9 12 TIMED EDGE SEC OTfON D 4 fffff 2 x 6 NA cYs e 16• c EDGE SECTION_ Q 2 x 101 OR 1II000MO —rAL WALL CONTRUC110N - w"n emm;Kw-ES O a 1 2'7.1l. ' c o1hR lwEcK wm 1(2'E"OR >n CL. MASTER BE R M F PLYWIr'OD OVER 2'X 4 X 7-4 STUDS O 16 O.C1 WITH 2 TDP AND 1 BOTTON PWE 7-a 1/2'STUD WALL - 3 1 •R-11 F.O.IKSk. 1, e'R-19 F.G.XNSOL 3/4• 'MOOD OR OSD-%.wLoOR 2 R TO's a Iv o.0. 2 x 6 P.T.SEL 1-6 101 x/AL SEAL FIND,SxL ST SOf}lf O 4--0'AYY.D.C. `9 M CONE. BASEMENT A wN.Of 12• P.C. G*x N?71-pRGV6t ' EAA1N CT1PK'At� . 6•x 10 CpRF.P.E.F1G. �g1I DATE1:4-JAN-97 PROD. 9g:7-747 NrI_� E� p LQIVC SECTIONS CUSTOM STEPPED CAPE SHEET M: JEFFREY A. BARNABY, CPBD ^ 1+sT •� "Q CERTIFIED PROFESSIONAL BUILDING DESIGNER K 'D BAYVIEW CORP. wAc Dl�eo A9FYY aA.1:a.IxxmWs n U .131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH,MA, V JOSEPH -1AFRATE - TEL. 508-BBB c747 - CENTERVILLE, MA. 02632 � � _ wnc DERRNi PRGA m int slwT w Na1f. OF 9 ke-1 Town of Barnstable P# Department of Health,Safety,and Environmental Services �t >q� Public Health Division Date 367 Main Street,Hyannis MA 02601 HARNSTAB/.B, r 1639. Date Scheduled O Time En rw �. � Fee Pd. Soil Sutttabzlity AssessniMt for Sewage Disposal t Performed By: Witnessed By: —1c>, to 1OOATION &'GENERAL INFORMATION Location Address JQ/� �/j/) Owner's Name Address Assessor's Map/Parcel: 0�9s�oa Engineer's Name NEW CONSTRUCTION REPAIR Telephone# Land Use �cy L�.�p� Slopes(%) < Z"` Surface Stones >�e Distances from: Open Water Body wool ft Possible WetArea too I ft Drinking Water Well '�r t6' ft l ' Drainage Way F >'too t T ft Property Line— for ft Other ft SKETCH: (Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) fw 7 Iry v 4Nj co:v DV_; Parent material(geologic) a3 !±p Depth to Bedrock Depth to Groundwater: Standing Water in Hole:_ I.-I,� Weeping from Pit Face Estimated Seasonal High Groundwater 1 S T� .. DETE I A`t'YQN FOR SEASON.AY,M**0 VVATE TABLE Method Used. �AS) � Depth Observed standing in obs.hole: �� in. Depth to soil mottles: �roun in. Depth to weeping from side ofobs.hole: in. Groundwater AdjutmentIndex Well# Reading Date:. Index Well level A<Ij.factor Adj.G PERCOLATION T +'ST Aatc�X *s ®r `;True 10 Observation Hole# �_ Time at 9" u Depth of Perc ALI Time at 6" Start Pre-soak Time @ to N� Time(9"-6") End Pre-soak it 14 ll� �� Zh Tn Sc�:�u Rai r Rate Min./Inch Z Z Z e Site Suitability Assessment: Cite Pass Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant i . DEEP OBSERVATION HOLE LOG Bole:# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. n is enc %Gravel D^ � 4�- ZQjll b`'-1Zol L Z �,�ta► z 3 I� '�.�.� �-�,aRS ......... OBSERVATION HOLE LOG Hole`#.. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consi tenc %Gravel 6[ > 1V o_�Z tom\ l� �\f� t k ZD U Z Mle ► Z,S� DEEP OBSERVATION HOVE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) 4(Munsell) Mottling (Structure,Stones,Boulderes. on i tenc %Gravel • r DEEP OBSERVATION HOLE LQ;G Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Con istenc Gravel t Flood Insurance Rate Map Above 500 year flood boundary No_ :es ' 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? �Ly If not,what is the depth of naturally occurring pervious material? Certification I certify that on 2 c{1 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise aQd experience described in 310 CMR 15.017. O O1) Signature �� Date t� c'— --- ....------ '� TYPICAL NOTES ____-.-.- �..__._............_._._....._._,.._.__.._._.__.._._...... STRUCTURAL ENGNEER/ARCHITECT TO PERFORM FRAMING INSPECTION-_ _ _ _-_-_ __ - _ __--__-__ FRAMING IS COMPPLETE ANDPRIOR TO ENCLOSURE BY INTERIMERT __ _ __ .. _ '-'-- WALL PIASTER BOARD/FlNISH. -._...___..._.._.___._-._-._.T. IjE'QF'FXJS'T#Nf�oE�rc- -_________-- CONTRACTOR SHALL SCHEWIE AND PROTECT FROM WGTNER ALL ARCEIITECTS __-_..T�___._.____.__--__-..__ _ _ ___ __ _ EXISTING HOUSE COMPONENTS AND INTEPoORS DUPING CONSTRUCT- CLOSURES f _.-______._..-_.__._.-.___-_._ ._-- 1 AND CONSTRUCT TEMPORARY SiFtUCNRES/ENRING AS MAY BE ARCHITECTURE_- T_.-_- -.-__-___.__--__...____._______.._._-_..___. -_ NECESSARY TO INSURE SUCH PROTECTION. LOWVTRUI.TIUN -_.-__.._._.:.._...._._...._......._...............-.._._-__._____.._._-___- --._ CONTRACTOR SHALL SITE WSPECT ALL EXISTING V5.PROPOSED IMILRTOR6 P1.INNRIC CONDITIONS PRIOR TO AND DURING CONSTRU"GV ANO NOPFY ARCHITECT OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED. 939 MAIN STREET, D1 EXISTING -..--___.- __:_- -__-_ \\ CONTRACTOR SHALL CONS7RUCT AND MAINTAIN TEMPORARY WAL'S/ BULKHEAD I '---------'----"----- '- -"-- -------""-----------'- ��• SHORING ETG TO YAINTA UPROCTTECT EXISTING HOUSE AND S1RUL7URAL PO BOX 343 ..-_s-_..______.-__.____-.._--_._.-_____.___...._._..-_.._.._._._..._._......___.. U BOX4=0-OG+}-.--.-;.-.--- EIdU.1 60DR-PL=--- __-`_____-___-__.____..-__ ._..._ WTEGRITY OF EXISTING HO SE. CONTRACTOR SHALL SITE INSPECT Y ALL IXISRNL VS PROPOSED RMO THP RT, MA 02675 /yam YA U 0 -------- - A$-'$HOWN: - ___-_ -_-_ -----------_---- CONDITIONS PRIOR TO•AND DURING CONSTRUCTION AND HAKE AOOSTMENTS j AS NECESSARY TO ENSURE COMPLIANCE WITH DESIGI PARAMETERS AS tel (508) 362-8883 IH x DASHED LINES INDICATED EXISTING CONDITIONS TO BE REMOVED/ALTERED. WWI.LRTNIC61EC79.O M a FWG80608 SLIDER O O� L-_ i FWG80608 SLIDER � USED IN THESE DOCUMENTS,'vROMOE°MEANS"FURNISH AND INSTALL" WERE AN ITEM IS Lr f D �• -( I ;{-� • I \ y I DTgEWMMEERNK PROVIIDE AS MANY SULII9I ITEMS RA A IN THE TO CONTRACT 3088- I �LJNUMBER EXTEND COUNTER & ' 't �` ADDITIONS&RENOVATIONS CABINETS ..�-`__, EXIST• ORAWWGS AND SPECDTCATIONS SHALL BE TAKEN TOGETHER;PROVIDE W H SPECIFIED ANB NOT SHOWN AND WORK SHOWN ANO NOT SPECIFIED AS THOUGH I REMOVE 4ATVROOM WALLS _ N E�/ W�� I REOUIRED EXR:TESSLY BY BOTH.ALTHOUGH SUCI WORK IS NOT SPECIFlCALLY FOR: DOOR$ &'R OCATE f BATH 'y SHOym OR SPEpFIED,PRO`Vi SUPR{MEH.Y OR NISCELLANEWS ITMMS LAUNDRY ASHOWN -" .;ti KITCHEN 11 EXISTING r APPURTENANCES,DEVICES OR MATERIALS INCIDENTAL TO ON NECESSARY?OR 9 ., '�/• I I �I I {; SOUND,SECURE AND COMPLETE INSTALLATION. NEW ISLAND - "L i DR UL - HO STUEXIST. DY T ITLEA r ~I Z HALF WALL REMOVE WALL NELL:STEpS REMOVE EXISTING WALL i— — -- — 1 I S ER 23 SACHEM DRIVE ^• T XISTNG DROPPED &DOOR,AS DOWN'. - CENTERVILLE,MA m BEAM ABOVE TO BE SHOWN. _ BOXED OUT _ 3068 �- ------------ NEW NEW DIN t7 I J _CL03EF"i;-N1 RENOVATEDGAS T LREMOVE EXIST'G WALL REMOVE E%ISYG'FIREPLACE NEW — ENTRY FOYER &DooR.AS SHOWN. WALLFAMILY ROOM � _-- __ NEW WINDOW REMOVE:EXISTING WINDOWS.&WALL FALSE"BOXED B AM PORTION.AS SHOWN.TO MATCH EXISTNG. ; EXISTINGTW2 52T.—'—'—'—'— LIVING RM. � U EL 1-1'=6 1/4" UP- PAD EXISTINi$GARAGE __-.- _-- -"-"""'�••-__..,�__ _ !z IIVV n = : SLAB UP /2X4 SI_tEPERS IN Up I o r TO INSULA; 2;TO PROVIDE --� - ' -_ MOVE EXISTING m � 4'DOOR SILL 6EPARATION - A I TnESE Pwls ARE noT rD eE usn Im FROM NEW GARAGE SLAB. +`'�'_. OOOOWALL. L AS SHOWN. i ---r - FOR PERMImrlc aR cansmucnoN TN AN OPoGINAL ARLHIlECrS REMOVE EXISTING A EXISTING FIREPLACE PURPOSES UNLESS STAMPED&SIGNET z - s �. -_--' \\ -9O-T gT•OR'CdISTRUcn011 sEr OARAOL£SEERS'...- x. I}.T'JN ENTERTAINMENT.CENTER- 1' }. .T-- f _, STAMP AND SIGNATIIRE AND LABEl1D - ( I /,"( J/ RESPECTIVELY. — -.fit BBIES� '. : I ,_���.�i.•"� - _ I I - I'Jr� -- t—__- n f �1.._. r 1 i � IH h 2 HDOKS CUBBY-J 3 t. 0 0 7 7 ti�6 NEW A{{ I ' I DATE ISSUED: 06.01.06 -�- 10"DIA. TURNCRAFT FIBRGLS _ i I LINE OFJ MUDROOM ' 2 I' I COLUMN W/TUSCAN * ` m h} r ABOVEANG hJ 0� EL -1'-fi 1/4- CAP AND BASE,TYP. I - - - I REVISIONS: 2•_0- 20 MIN. OOR I .i , ..`E/ar-�w: `p 71�J g }iti -1' •,I -- ---------I _ . _ I ILLL OSHA BE 4" t` - 4 $IJ1 A MIN. ABOVt S ELEVATION T* H •:d S I T rl I. rIl is � 3'-6" 1P-O" W-3 1 2" 4'-11" I H, + •T P ETAI a A.O I NEW _. .._.. 1 PERMIT SET _ 2—CAR GARAGE PROGRESS SET 06.01.06 PRICING SET 03.17.06 PROGRESS SET :DOOR OPENERS SHALL BE MOUNTED p I ON RESILIENT MOUNTS. I 1{x5 ¢ i A.5 - PROGRES'S PRINT I PROVIDE 2 LAYERS 5/8' 1 I rI I TYPE %"FlRECODE CWB ON 1/2'GOLDBOND RESILIENT { tS^ ! i o I FURRING CHANNELS®CEILING . o I }}} 01P CONC. t I E T o I PITCH SLAB 1/6"PER FT 1„ eFlit LAtLY COLUMN �' J, t Ti 'i F .0 3 1/2"OIA CONE. o w I TOWARDS DOORS — k trE L _.I a :f 'FILLED CALLY COLUMN H PROVIDE 1 LAYER 5/8" 1 'R'Y } 1 TS [ REGISTRATION TYPE X"FlRECODE GWB L.E r 1 1 -ST o ®CONNECTIONS W/LIVING SPACE L 4y II b J i 5 1 t t 1 SCALE: I/4'-f-T 2.-0. 0 1 4 a B DH 2815 DH 2815 TW 852 TW 852 9 i t� tsy'i I 3. YS 17 -Sj I �. -� I„z+iji e s SHEET NO. h i s xtJ 1 J 111 t t � 1 A.1 26* 77: f i � 1 IFIRST FLOOR PLAN/ - 2ND FLR. FRAMING 17, PROPOSED FIRST FLOOR PLAN T H p L: TOTAL NUMBER OF SHEETS � H kx { 'I,IS1 I IN SET: J 1 1":dt1 p 2 p k '0R ;' 8 1 I-J '�� ty�lr-1 t c 1(b ' L F1111 S -it4H ; s SF T1l THIS SHEET INVALID O1 UNLESS ACCOMPANIED BY I O A COMPLETE SET OF WORKING DRAWINGS \ 1 ! }Ai$�-„' e-7 � I 1 .. r I 4 I LT1 'If 1sTITI II} -I �1 ip I - - I 1{ --------------------------------- -------------- ---------------------------, ERT Oa ! ARCHITECTS,INC. "R TEO'IT.0 [.INSTRUCTION IL,m a. BEDROOM 939 MAIN STREET, D1 —` PO BOX 343 = _ YARMOUTHPORT, MA 02675 ' L� tel (508) 362-8883 fox (508) 362-4883 LOFT — - xWER AnhIlMumcoR 10'-11 3 4" S-8 1 2" ADDITIONS&RENOVATIONS - - OPEN I • ,„ 3 w f .. FOR + D'N 1 LOFT - - - -- t f -----; Ems.- 7•---_. RAILING ar I I DR. NIBSHOU .EAUL _= 5 _$ - 7 - BE[ ROOM — - HER 1, ! CLOSET 6 II �` iU7tlai�IIIT!! I; �ilir == e )LL .�J 23 SACHEM DRIVE ENTERVILL A } 1� � / C E M l i I II ' II1I II,'�I}i1i I ! 'D 9"s . I „`' , r� ; „III!•�.11fI. LT!'`":I = I , -D , z HIS i --- i i______________________________________ -CUT EXISTING RAFTERS '^ CLOSE I 6 ---------�` I TO TIE INTO VALLEY BEAMS _ , , , -- sI S ' �mm } F, :;I wl I I � 11! I I'fII, MASTER -''-�I i BEDROOM GAS FlREPLACE AISED HEARTH '—r-(' ' t'• ='G F91 I -- - �I THESE PANS ARE NOT TO RE USED FOR PERMITTING di CIXiSTNU.. t iII IIl�ayi -3_ CTION PURPOSES UNl£55 STRNPED... WM AND OR!N N1tl11TECT'S ST.V[P ANO SION TURE AND LABELF➢ 1 i 1 II % aR•CTIWLI cnaN I � _ 5 PESPECR`2Lr. gr - I W DOW SEATS ;1 .i I W�1HINGED LIDS n i j ---_== ,y, _ i DATE ISSUED: 06.01.06 R EVISIONS. ' s .. ; ! ,! I �___ ;� ._.__ _ A•5 DOUBLE R-&F7-WS_ -�_�Ij DOUBLE R - I �S, _ o MAKE—UP 1 9iAY 1_ FGILS 1p R I _ ' 1_ � � IFOR CONDEWSATION is 7 X Xi/�/ •' -'------ io 2X,OD 16"O.C. 2X10916"O.C. PERMIT SET F . tj i i;:, �—' .�; / 1,/ i` is i, /;// /i �, / /! i/%. .�;!/.�!ii� '%/' ':"�% _.._..__ /' .i PROGRESS SEI 06.01.06 a NOW SEA7)J_ ! ....I-_ _ i -/ / - ;is/,: /i i// /,i;, PRICING SET 03.17.06 , ..-D / / / //� i; / I PROGRESS SET LINENW 3• 3" ��!./ /// i/ ///!/!i/i/�!!:!j�: iY %// /'�i //�% %� j:'/•/%!'��' I •� 4 SHEL S {{` +{. 2._0. PROGR ,SS F i0 Rio WE _;.i: — i1----_--.— -1 REGISTRATION PROPOSED 2ND FLOOR PLAN ROOF PLAN II. . 2X,0016•'0IC 2X,0®,6" y SCA E: SCALE: ,%8"=1'-0" O , 2 4 a SHEET N0. - —L DOUR R --S -- DOUBLE RAFTERS A.2 ^ems a, 2ND FLOOR PLAN/ROD FRAM'G/ROOF PLAN TOTAL NUMBER OF SHEETS r_`�PARTIAL ROOF FRAMING PLAN IN SET: 8 THIS SHEET 1NVAUD PROGRESS PRINT O 6• 01 O 6 UNAESCOMPLETE SETEOFBY WORKING DRAWINGS S—E I A G _E S YS T—E—M —PH 0 F7L—E VI—E f —7V,, T S<1 3�`' -►�,� �v� a. ova sy c -� ��c� TRENCH CH SECTION TOP FOUND. EL. 1513 9 IAM. J2" MIN. OF b1 #VASHED, PEAS TONE F,0�7_ j a F dn 3/4„ _ 1--1/2„ NA SHED INV. EL. Ay,A 4 w><7M ns:Nr cam CRUSHED 5TONE \i •z FLOW LINE `�' r�—_-._..._.._ s� „--•_ .,.� `�' 10' UK, tt INV. EL. ,g r TRENCH DTH TOTAL_ LENGTH OF TRENCH 10' MIN. tea" ucwn n NUMBER OF TRENCHES O INV. EL ` r p NUMBER OF DRYPIEL L.S Q oF�. . •a. :. .b:A a ;d. ,bb' `� v e• b oQo6`' •� A • ��d tb.• v INV. EL -AID 0171! R4V- EL Za �•--p-� fit' r`��� IN el,"(� s�- i 1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANK PRECAST REINFORCED CONCRETE MINIMUM CONSTRUCTION MATERIALS PER 310CMR 15.226(2) DISTRIBUTION BOX ir -'A J1 ?cka �a� c GMa 9a o � �ap�0y TEES SMALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND INSTALL ON A LEVEL BASE �,J�--Q �A�.L CI��I L7R Yh��"L L.S cFr rt Avrcce� rr�m RD�� ?k SMALL EXTEND A MINIMUM OF 6" ABOVE THE FLOW LINE ..SHOPPING a s� OF THE SEPTIC TANK AND BE ON THE CENTERLINE OF THE MINIMUM.WALL THICKNESS .. 2" m y ray a®a R, SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEAN--OUT to Past MANHOLE. MINIMUM RME DIMENSION 12- NOR THE INLET PIPE ELEVATION SHALL BE NO LESS THAN OUTLET INVERTS SHALL BE EQUAL To EA04 ,era"erWOOo 2' ` MORE THAN 30 ABOVE THE INVERT ELEVATION OF THE OTHER ANT? AT 2 MINIMUM BELOW INLET tN1/ERT. ._. ., m h a t e OUTLET PIPE. o�. 5 e a j v� � ve. THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX View D����c - osig � PtNE , a SHALL. ALL HAVE EQUAL MVERTS•AS DEtMtl►tINED BY FLOODING a ,�s SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE 714E DISTRIBUTION BOX 70 7HE HEIGHT OF THE DMTMBUTION t� 5� f ON A LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY Rd LINE AVERT AFTER ALL LINES NAVir BEEd ,gip IN PLACE. C TE, VILLE Aa cm�m COMPACTED AND ON 7O WHICH SIX INCITES OF CRUSHED STONE I N� I MAPERMANENTLYEBM � WRAB� HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENT Fernyr n.vo 3 �m PASTEND TO THE SETTLING. LINE OR RECONSTRUCTING THE LINES UNTIL ALL MOERTS ARE OF V � SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9". EQUAL ELEVATION' THREE 20" MANHOLES WITH READILY REMOVABLE IMPERMEABLE COVERS OF,DURABLE MATERIAL SHALL,BE PROVIDED WITH ACCESS �. -� PORTS BEING PLACED AT THE CENTER AND OVER THE INLET AND OUTLET TEES: THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE. GENERAL CONSTRUCTION NOTES 1. ALL WORKMANSHIP AND MATERIALS SHAD, CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF T rs r ` \ THE SUBSURFACE DISPOSAL OF SEWAGE ULES AND REGULATIONS FOR 6, ZONING DISTRICT RD-1 2. AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE WHITHIN SIX INCHES OF FINISH GRADE WTH ANY REMAINING ACCESS \ 1 ASSESSORS MAP 209 PARCEL 28 \\ \\ PORTS BROUGHT TO WITHIN TWELVE INCHES OF FINISH GRADE. HOUSE OF23 SACHEM 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALT. CAPABLE OF � • DESIGN DATA: BE CAPA WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 rr` 52 50.4$' \ OF DRIVES OR PARKING. H-�-20 LOADING SHALL BE USED UNDER OR WITHIN ,' 1500 OVERLAY DIST AP STRUCTURE '�vat✓�t_tsvl�• Nb 10' OF DRIVES OR PARKING UNLESS 52 9 � TYPE NO. BEDROOMS GARBAGE DISPOSAL NOTED, 54 Gallon 5 DESIGN FT.ow / `•. 1 �a 4. THE EXCAVATOR/CONTRACTOR SHALT. VERIFY THE LOCATION OF ALL x Tank � FEMA DATA: ZONE' "C 4� too = �Ao y�� 'iz�4 , �tr�� � SITE UTILITIES PRIOR TO ANY EXCAVATION. S.A.S. ` ,, .. EXPANSION c �' ,� Proposed REFERENCE PLAN.- 198147 5. SEWER PIPES SHALL BE 4" SCHEDULE 40 PVC LAID AT 0.02 SLOPE. ` S.A.S. Trench ` SEPTIC TANK -- � 6. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL 8E 34 �. BUILDING SETBACKS: L•\`�C i`a t� �A1.W� � +RSA`CAST' ' ` MORTARED IN PLACE. O p �` 50.21 - FRONT 30' Apr o I• � 50. 4' . SIDE 10' LEACHING FACILITY (�3,Z x t-s.z+ ��,,-t•z�.r�y, z.r� � Xg� 7. FINISH GRADE SHALt_ HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT. - REAR 10' -L i 63 ,x=: to oF�, / 52. \ 8' PROPOSED �4Z r 1 L x �-'z4 = A�i4 b 'STCAt.�L CaSuxA1 4 BEDROOM �l �, ' UEBE IAM '� � 9 x 51 .- ;`, � WILLIAM rr+ D IYELLING I Yl No. 23971 4 Fence Proposed 50 On OfST��ti d � Dri ve way ` 49. 66 GARAGE 50. 6 , \ x tnc'\. x Z.0 1 SOIL OBSERVATION DATA: j�a� �T� ! GC)•,rl ; r TEST DATE 5x 4 \ �� 5 `\14 �{ ' �" 46 SOIL EVALUATOR S• 52 ' 20 ' S1 ►�-a�-aO B.O.H. AGENT �• '�o�-a}. �� EXCAVATOR x 51. 4° le Plan of Land In Note: Should soils be encountered during installation of sewage system the are 51.1' PERC/RATE c •-z- ���. 'u� not consistent with sail logs,contact the designer and/or your local Health Department x MA before proceeding. ��..� �•�-.• �� �..� ��� 9 Q BM. TOP CB EL. 22.,22 >+t... so.b It o DATUM NGVD 1`5DA YVI-E W C 01-7-i?.11--_I Al st_ Ak 51, toyer „ -y� t.s toy2 sly t, Depicting The Proposed Dwelling Located •15. Ls toy� I. �� GRAPHIC SCALE ° � At # 23 Sachem Road `��t_ t, .� 20 0 90 so ao so C : oma ve �``''� '�13 t LIr Scale: As Shown Date: November 8, 2000 Cz �-tt�� y13 Prepared By: C 1--tNt- �,N,p IN FEET } z Z,.;- ( �13 Stephen J Doyle and Associates ,ZOI lea,, 1 inch = 20 fL 42 Canterbury Lane, Nn. . DATE DESCRIP770N BY .Y E. Falmouth, MA 02536 PLAN VIETY Telephone: 5081540-2534 SZ Wi A G S YS T—EM -JPH 0 ___,F1L_E VIE I lv-�, T." S<*% _------- 36'' -r-►1 Aar. _ �-ovs=c2:. c�v r 1Z. sy s� ����rx�TS --� 7�f�E��� SECTION � TOP FOUND. EL �3•� 4" DIAM. 12" MIN. a 3" OF 1/8 u_3/2" \ �• -~-,., �� ��: � •a:y 6•��•.:°' ��6°0' b'; ;o,•:e;+ 'ar-4g. WASHED. PEAS TONE i^-t, ►� m� 3/4„ _ 1-rJ/2„ WASt SHED , —7) 0-% __L_ i e% 0 ` ;, • CRUSHED STONE , �` © �L, �•z Ila L, r_j wart nc�1 c INV. EL FLOW LINE to• rnrj.. a r tax ------� TRENCH WIDTH INV. EL. TOTAL LENGTH OF TRENCH 33,S NUA13ER OF TRENCHES 10' MIN. �t0� UowD DEPTH >u �, �..— S NUMBER OF DRYWELLS INV. EL 11 INV EL - - -- _ �INV. EL, . . .. .. '•�Q p' 'a� �8-Z �Qo •,• � C� oho t�'L . G11 .'�.,, 1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANK �. .� PRECAST REINFORCED CONCRETE DISTRIBUTION BOX MINIMUM CONSTRUCTION MATERIALS PER 310CMR 15.226(2) icker��' 1! /J acP• Gina TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND INSTALL ON A LEVEL BASE ON a �m CENTERVILLE ,O ' SHALL EXTEND A MINIMUM OF 6" ABOVE THE FLOW LINE MINIMUM WALL THICKNESS 2" �SCENTER� D �a, sro aae OF THE SEPTIC TANK AND BE ON THE CENTERLINE OF THE SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEAN--OUT MANHOLE. MINIMUM INSIDE DIMENSION 12" o�dp°S' g c0 �� OUTLET INVERTS SHALL BE EQUAL TO EACH .EMar°o THE INLET PIPE ELEVATION SHAU_ BE NO LESS THAN 2 NOR MORE THAN 3" ABOVE THE INVERT ELEVATION OF THE OTHER AND AT 2% MINIMUM BELOW INLET INVERT. a OUTLET PIPE. ve View0r THE DISTRIBUTION UNES FROM THE DISTRIOU71014 BOX ; o 9 m :c = SHALL ALL. NAVE EQUAL INVERTS.AS DElEPUNED BY FLOODING ��d2. °S '_' os�� a SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE THE DISTRIBUTION BOX TO TFEE �GHT OF THE D15TRIBUTION � �� TE��ILLE 5� � � �a ON A LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY UNE INVERT AFTER ALL LINES HAV>t BEEN SEALED iN PLACE. ; ARd l cis NOP� COMPACTED AND ON TO WHICH SIX INCHES OF CRUSHED STONE INVERT AD,WSTMENTS SV.ALL, ICE MADE BY FILLSNG WIYH WRABLE ' Fernbro' n an 3 nv ER�' HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENT AND NON—DEFORMABLE MATERIAL PERMANENTLY FASTEND TO THE SETTLING. LINE OR RECONSTRUCTING TI•,E LINES UNTIL ALL INVERTS ARE OF v sods w Nxlo SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 . EQUAL ELEVATION THREE 20' MANHOLES WITH READILY. REMOVABLE IMPERMEABLE COVERS OF DURABLE MATERIAL;.SHALL .BE PROVIDED WITH ACCESS PORTS BEING PLACED AT THE CENTER AND OVER THE INLET AND OUTLET TEES. THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE. - • GENERAL CONSTRUCTION NOTES 50.51' 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO Q.E.P. TITLE 5 AND THE TOWN OF ' AR1asY' rst- RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. ZONING DISTRICT RD-1 \ \ 2. AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE WITHIN SIX INCHES OF FINISH GRADE WITH ANY REMAINING ACCESS ASSESSORS' MAP 209 PARCEL 28 26 `\ PORTS BROUGHT TO WITHIN TWELVE INCHES OF FINISH GRADE. HOUSE #23 SACHEM DESIGN DATA: 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALT. BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' P 52 50:48' VLRLA y DIST AP OF DRIVES OR PARKING. H-=20 LOADING SHALL 8E USED UNDER OR WITHIN 52.9' 1500 a 0 STRUCTURE wa ���s.,,� fi- �b 10' OF DRIVES OR PARKING UNLESS NOTED, `••! Gallon x 54 / : Tank 51 %* - FEMA DATA: ZONE C TYPE No. BEDROOMS GARBAGE DISPOSAL 4. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL DESIGN FLOW 4,���o = �Ao yQ� 2 r 4, �Lam � S.A.S. � �f Proposed � SITE UTILITIES PRIOR TO ANY EXCAVATION. �� REFERENCE PLAN.- 198/47 5. SEWER PIPES SHALL BE 4" SCHEDULE 4t) PVC LAID AT 0.02 SLOPE. EXPANSION \ ,1S.A.S. Trench � co 6. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL 13E 34 � IO MORTARED IN PLACE. �; BUILDING SETBACKS:' SEPTIC TANK USA ��� �,�,. '��nrcp.sr O I , ,% , 50.21 FRONT 30 O 50. 4. SIDE' 10 LEACHING FACILITY 113,z x ,-s,-t -,3,r -$-3.Y1 1, -z,Q = \,a 7. FINISH GRADE SHALL HAVE A MINIMUM S!_OPE OF 0.02 FEET PER FOOT. 1 63 x I �'� .REAR 10' 52.8 PROPOSED , __ o� yc AA_zA_%L �C 0--r4 = ACoA © TCAL G� x 4 BEDROOM j 51 .��� �,��' \���� LIEBERMAN DWELLING I �l ; A -No. 239714 w...t., Proposed 50 Fence ' ' Dri ve way t 49. 66 d� , / _ 7 GARAGE t OF , 52.8 J x ` " ' e f '�. ,-'' ��Y� .';;..+\�. f SOIL OBSERVATION- DATA: - 51.4 TEST DATE Zvov 46 x by J Il-off-�O SOIL EVALUATOR S z2 -- 5oe 20 ' 51 B.O.H. AGENT x , 51. 4' 1 le PI a n of Land In EXCAVATOR 51.1 Note: Should soils be encountered during installation of sewage system the are x PERC/RATE < -z- Av*A. t u4 not consistent with soil logs,contact the designer and/or your local Health Department Ce -n te-r MA before proceeding. BM• TOP CB EL. 22.22 (7D- DATUM NC VD tt., So.0_ O u 0 51 »y2 -S/z �° - 4\ A,, � �s `o�� 5l` 1� Depicting The Proposed Dwelling Located --� Ls »y �-JI. Ze GRAPHIC SCALE At # 23 Sachem Road Tt1� V � L '/ 20 0 10 20 40 80 lot", Scale., As Shown Date: November 8, 2000 Prepared By.. z.5 i ti1� ( IN FEET ) Stephen J. Doyle and Associates -7/3 1 inch = 20 ft. t, ��al, No. DATE DESCRIPTION gy 42 Canterbury Lane, E Falmouth, MA 0253 l�a \ \ t1 PLAN UIETY Telephone: 5081540-2534 TVu V.t ATE^