Loading...
HomeMy WebLinkAbout0035 PARKER ROAD - Health 35 PARKER ROAD ° Osterville a. o b A= 117 192 " 9 R " • v ° ° u ° A f, ° " v e ° ° . a U" o ° u e ti " ° o. o y. ° Y ° r e= n ° v = , a � " . I i e s u pp o t TOWN OF BARNSTABLE LOCATION .3 5' ?ihrumE2 ikc SEWAGE# Z0/7' /d 8 VILLAGE W2b*v"AA- ASSESSOR'S MAP&PARCEL 11 192 100 INSTALLER'S NAME&PHONE NO. F21t. 1 V SEPTIC TANK CAPACITY /,'5'00 dltl' NA ZC> LEACHING FACILITY:(type)C 1�OnM� l(size) 33. 5 IZ• NO.OF BEDROOMS q OWNER C06 rr. PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY 1 M clF �1ocr 9 ,- Z� i3 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) A- /- - DATA No. L© �. � � �� � Fee THE COMMONWEA SSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN O BARNSTABLE, MASSACHUSETTS Yes 2ppYicatiou for -Misposal Opstem Construction Permit Application for a Permit to Construct("I— Repair(') Upgrade( ) Abandon( ) omplete System ❑Individual Components Location Address or Lot No. .3 A r/le` &J Owner's Name,Address,ind Tel.No. 05 6 o IY__ RCS"S e! �Cof9 S o W - Assessor's Map/Parcel f j: 4Z 'i l`?G 3 S� Aa r 14 Qr Rc..q� Installer's Name,Address,and Tel.No. 1ZjNt SPA-4-�.w_5 Designer's N e,Address and Tel.No. sad-YAw 7 Type of Building: Dwelling No.of Bedrooms Y Lot Size Z 3 7%7 sq.ft. Garbage Grinder( ) Other Type of Building A es, S;'At/e Gm No.of Persons Showers( ) Cafeteria( ) Other Fixtures y e, Design Flow(min.requi ed) YYG gpd Design flow provided gpd Plan Date l?h C, � Number of sheets t Revision Date Title 6o, P _V" Size of Septic Tank 1 SClp ( Type of S.A.S. ' �� l/a h C r ei Description of Soil `—C 14 .S S Nature of Repairs or Alterations(Answer when applicable) 3 �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 B arch d of ITealt Signed Date 16 Application Approved by f Date Application Disapproved by Date for the following reasons T Permit No. ax I Date Issued ------------------------------------------------------------------------------------ -- -- - - ,.' No. 0 ( '' tJ f Fee THE COMMONWEA HUSETTS Entered in computer: , PUBLIC HEALTH DIVISION - TOWN' NSTABLE, MASSACHUSETTS Yes 2pplication for Disposal *pstem Construction 3permit ,Application for a Permit to Construct Repair( U: ade Abandon o Com lete System Individual Components PP (� Er complete Address or Lot No. Owner's Name,Address,and Tel.No. Assessor's Map/Parcel i r 7/ Cie Installer's Name,Address,and Tel.No. IQtC STf4-rr 5� Designer's Name,Address,and Tel.No. Qb, JT'11 0,%2rS6- v.,K. 0e6140 a. FAz. hFc/.itj Type of Building: Dwelling 'No.of Bedrooms Lot Size Z 3, 71 7 sq.ft. Garbage Grinder( ) Other Type of Building R e S, S-1"h r�P Fam No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 4K 460 gpd Design flow provided ��O, y / gpd Plan 'Date �/X/lh1 G/ Number of sheets ! Revision Date Title S,' kp 601 Pl'vA�7o del Z141,0(isbe1A eh-t ; Size of Septic Tank 1'�Co 6 1 Type of S.A.S. i��✓ fries ��h �l�/frLscn ,�y a�•.s Q Description of Soil T 14 ^ 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 B ardof'Health. 11,,,.,, Signed / Date /CJh6ll Application Approved by ¢ % ,�/,/ Date Application Disapproved by. Date for the following reasons �. 1 Permit No. Ivy 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 ,�. 40,;/eP r- 62GG cl,. 4�� L/— has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer #bedrooms Approved design flow gP d The issuance of this permit shall not be construed as a guarantee that the system w fimction Bees 'ed. Date , '//� / Inspector �^-"--._1 s ------------ --------------------------- -------------------------------------- No. 401 -- 0 Fee '"•�' THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pate Construction permit Permission is hereby granted to Construct(' ) Repair(U Upgrade( ) Abandon( ) System located at !/ei l�e r VZ Qom/ 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 be completed within three years of the date of this permit. 1� Date Approved by Town of Barnstable Regulatory Services Richard V. Scali, Interim Director * BARNSTABLE, Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: 10 l Sewage Permit# ZW —1 b U Assessor's Map\Parcel < <_7� lq2> g 1 ati Installer: Designer: u1111! y Alt) �i � 221L Address: I fae-a - pQ Address: f_0,e0-,C1 uVl (�` I� Zf4SS y►��vs�o.`s �, 02(L� On �p �� S\ J was issued a permit to install a ate (installer) septic system at,�5�Gl�lGl►�12 as!�, DSO ►�!� based on a design drawn by (address) 1Inj rfiWlk`lated kjUL (designer) certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was construct nce with the terms of the I\A approval letters (if applicable) �P� r &SY �o JOHN ODEA 0 CIVIL N (Installer's Signature) No.48168 .09 9F6/STEREO / oFFSslONAI ( esigner's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc lime Town of Barnstable P# Department of Regulatory Services NRINWA9M f Public Health Division Date MASS. 39•p�� 200 Main Street,Hyannis MA 02601 Date Scheduled_ /(p Time Fee Pd. Soil Suitability Assessment for e Disposal Performed By: ' Uf�lv� Witnessed By: (' LOCATION& GENERAL INFORMATION Location Address arxc(-- 9A . Owner's Name 65( UL E din h 05 U ✓v�/�t r vl�14 6�:& Address L'�5 RL( Q j�10�,� �S�Z CV! Assessor's Map/Parcel: ! —l Z 1/ Engineer's Names Lt I+l q AAcq)tLo-q i I t,,,i` cU v w HQ K1 NEW CONSTRUCTION REPAIR y Telephone# Land Use IS�ic /7 'Q Slopes NO�0^ Surface Stones /f/'o n e Distances from: Open Water Body 2� r f ft Possible Wet Area 2co'-( ft Drinking Watei Well ft r Drainage Way ft Property Line Z Q ft .Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) 2— r,h �t�taez G�k�rS -f- Parent material(geologic) ©y """r s Depth to Bedrock ✓ 6 0 Depth to Groundwater: Standing Water in Hole: fy g Weeping from Pit Face '(?`e Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft, Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date L Time Ca Observation 7 Hole# Gi Time at 9" Depth of Perc_. Time at 6" Start Pre-soak Time @ c�a Time(9"-V) End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed _ Site Failed: Additional Testing Needed(Y/l) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPnC\PERCFORM.DOC VJ I� DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent ° Gravel m W 3 Z- (�'� to 30- 6c) C �� x _ GO- L2ro `( �2 I eao S��c✓ 2. �' CAY DEEP OBSERVATION HOLE LOG Hole# 2— Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent ° Gravel Co -zG 13 w r-IA-,v 2, s Y s16 —lZ` CZ DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Graven BEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Graven 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? If not,what is the depth of naturally occurring fervious material? Certification I certify that on 4 l( 26�2 (date)I have passed the soil evaluator examination approved by the. - Department of Environmental Prote tion and that the above analysis was performed by me consistent with the required tr ' g,a pertise an a erience described in 310 CMR 15.017. Signatureff- 14j Date Q:\SEPTIC\PERCFORM.DOC r . TOWN OF BARNSTABLE® �' ® UNDERGROUND FUEL AND CHEMICAL STORAGE S S EMS Awf%.�'' B� ASSESSORS MAP NO. i PARCEL NO. CT A7D-RES S. ,� � v /� VILLAGE NAME,_ us,PL4 ; A Co 6.W+j CONTACT PERSON PHONE NUMBER T �O�a5 _El— LOCATION OF TANKS: CAPACITY: TYPE OF FUEL. AGE: TYPE: LEAK OR CHEMICAL: DETECTION SYSTEM' SSt/T 0k s d J Rv'v DATE OF PURCHASE OF EACH:. 1. 2. 3. 4. S. DATE OF FIRE DEPARTMENT PERMIT: TESTING CERTIFICATION SUBMITTED:� IDS_r6lD PASSED DID NOT PASS PLEASE PROVIDE A SKETCH SHOWING THE LOCATION OF TANKS ON THE' BACK OF THIS CARD. ado Ilk O - E, O WALL DEMO P.T.7X0 SILL MIN BLOLKDI6 _ 19•c• I'3V/" &N HEM AS n�YM EE ISSTINS 6 E TOP or sle PLOL / n 0 MTINS MALLS To 940' S'i• 9'-10' TOP OF MLK EAO EMAIL TO — — lJ / RBMAN BE 4'N-ABOVE 6RAOE OIATCN L•.AS5 S TOP fX F011m. /\, .A". ,'.. NET MALLS `OEi 'IE�D'M�Df U • TOP OP MAIL DETF3ABNFD BY _ ALJbfdK HEM 9l6 FLOOR W EX. - ut 42 DEMO NOTES a If3• IV1a®OP PORN O C B 9' COMJ AT TOP OP POAM O V1' MATCH TCH T�BR VENEER TO ......••••••��� EXISTW9 DAJffD FEOOMS R HALLS A5 TO ALIGN WOW TO BE�AND PAS NO AS TO 51 REMOVED BLAND AS PATCHED A SPADE 00 W IDRIZ.BASH � MfrINJ D'OP AIO AT IIfRD ()MORI7. 4 GOR18St BAf6 AT # 0 -�-- POF6®FffN 707 v - D•Clowcom E FOM.MALL E /T\ (ta+rJ AT TOP OP POIhR FOR NCLDOE VENT.GRADE 00 A9 T10FQR BRICK VB�t TO REBAR O 97 OL.AT ALL FORM Mµy LpC 60-3 r r ! O AI. MM�E%ISlIN6 ORN'l 5P A�SIDS INfO FODNtS ,'1 __�-_ _ �RApE < W AND NPLM O ^.� _ _________ _ _ _ IBM PROS KALL J 0 '. __�_,^{ BEYOND TOP OF F00T015 V X g I ' ,.'I IMISi4TD`AL lJ y ` ` UU/ Dlo°Fwm NaGLIn L PaR _ I /—��PHT.7Zx0 Slu PPLLATEE Wnl 2 IaTx SLABI ; r eeEw Brr SPACED•9e 9GTTOM w OCTBI6 v MAINTAIN 4'-0'!IDL ,' ro M6AW M a US A SX9XV4 PLATE MASNHt Y e. B. 6. v FRCN GRADE TO I } INLLIDE ANAM 6•FROM EACHco 00rmm OF TBE END,AND AT EACH 9De OF.DIMS. 2 n (J DETAIL AT FOUND.(TYPICAL) 0 Oal/Y § FPLIN�g�LFpyB caa.sR staN >� 9 e N'OL 1'IALL DE193®B)Bt' 91EP i'OOTIN4 9 9 O ALE, I/3' e I'-p• In CaDI71011 OF EXIAS Pon MALL MAIMPROMAIN W-W KK 6RADE TO BOTTOM OF FOOOTM i EMTNS PORTION OF ' 7'OOHC(ZEiE�5T EMT.FORD.MALL •• ' f9000PS1) �. i TO�REtlVED FOR I y OA9i�M/Y1'IN PORN i FOR NAIL T� �I I>EI STAIR COFH. Y Q 0 �• I AT FRCS AN.J.1I011 WHIM (p��\�/ F --------- _ TEHISOApMDC7l1PfIN6 -� S' EMPL EODAL i I T F7.ASHM�'49E100 CODE C@FLURO MILDER i 1. RS BAH•V'VERTICAL DRILLED AND ` LnE U REIBBISTAN.9JD11 D '_ m E PDXED INTO E%BTWS FOUNDATION PAvW* a' _ ,_yq�.p� AT MaEt I T �i 1 WE 9HPSON tfOXYTIE OR EaWAUSIT TO�pEIf�MU® _.__.F@ADRIIMO�AEMPwNCNE I Y•F ' 9V1tY.B4ID MNDtM OF 9 OffO Ef09T. AT RY.AID BY F- 6 F _ -_ ATw •BARS 8Y Y' .MALU U ' - TO NBV AT°RILES NYP.ALL FJ6ST. .- froWSl�A1 E T1 � I tD6 Oe F wW' I o--- `..- ABOIE �� � T TFBF71) DE18"ED _ E ISTMS FOMATION WRLSME JESSE J. hBY{BaA FROM o�® NNOCE I`ILNI q FIRST mom SIB FLOOR I 4eo;>9tt ( IF) CRAWL BASEMENT \�-- I APfffrCAN MYF� u ---- �wv r -S CRAWL -�y�- IL-----_-_._i I ;IV MORTAR�D �•R�NO r ' r _ h F I ' i i $ S-a B ' LEVEL OF ON40E A7 PORCH LrX3a 5� - 3 -4 REBAR•IS'OZ. PROVIDE E DP K.SLA O STONE. b ��Sp" y$o (pR�L�Aro ERoxED e•HPIRYAED caw.SLAB ON v 3�'�i M i�E SlA@ ro Ei04T. I a $ b F0.1DATIOIV ' I 41I N'e3 $3••OO i DETAIL AT PORCH 5LA5 GONNEGTION5 0 <I STR=TURAL FO NDATIO N NOTES FOND BEIR ATION SAL MOMS, —1 C CL •C 1INBCTION5 OF TELL NOW FOUNDATION -ALL DEGKTORCH FOOTHIb AND FOMATIaH -FULL HSIINT CONCRETE MILLS TO BE SLABd TO BE 4•CONCRETE MALLS TO FFOSI/TAN19 TO BE SEfAMRD W HAVE BEEN DBHNED TO BEAR ON"ISTMED 9•TMOC ON 74•47'CONRNA7OS CONCRETE PJ000 PSU W WS•1 eXe MI.IJOtlA YIIB ' KKI(CAST FROM 7X0) OF NAVINO AN Ai91!®REARMS CAPAGx FOOTBG W KEY,PROVIDE 7 ROPS Of IB MESH ON 6 MIL.VAPOR BARR®R OF I TON PFR 9RAuaE EMI.SOIL BEARLNs MA786AL RWAR a BOTTOM OF HALL M FOOIIN6.PULL OVER 6•MEL6RADED GRAVEL CAPACITY TO BE DETWM ED BY 50a W61S CONPALTED TO MAx DRY DENSITY -Nk FOOMN6 TO EN SOIL M SEISM M APPROX.61110••%(Rti�t TO TL3t OR FROZEN SOIL PRIOR TWATO COBiWICT1011 IF CAPACITY THAN MATERIALS SECTIONS FOR ILHL XEI6NF1t MIX AVAREF LOVER FOOT TAIM CAVLWTE 71WA1TON FETE SOLD ELEVATION T @KQNIEED AT •I COI.WI TO BE 9 1/2•DIA II 6A A7 BOA TN MIN FG•9p00 P91 TIRED SHALL BE REM tt YIN& AYA alR •M1fdP99 NOTED!GOMRLDU9 •FlA7G P"C.ONq✓E7E FILLED)W 9 SR'% _ AND 9 SAP MTL3 O/BOTTOM ANODTtEp MIN EIATABLE MATERIAL TO BE APPROVED CONE.FOOTNS W KL'Y(IEI6HT OF FIAL TO Foo1BMp.EAWRE LALLY < O ALL REMCACANS SEAMS TO BE ASTM A64 BY OW EER.5WKFILL IMDER AM PORTION OF THE TO ee BASED ON GRADE CON✓DITIO/8 4'-0' 6RADE 60,DEVISED BAH POADATIOIE 911AL Be COFOPLI®M e•LIPT9 MM FROM F1 GRADE i0 BORON Q'POOTNS) 74'%7P%l7'IIBCJC FOOTMS.@'MN D�IX TO 49A OF STANDPRD PROCTOR DENSIx IBIN6 A.TOP OP 5Er..IMDH OLPAR OpygR POt PRS TO BE 9' BAG%Fal.N4THRIAL APPROVED BY TIE EN61NB3R A Nrou f71 TO 90TTa6 a'POORN69(LAST AbNIH7 -SILL To BEN 3YB SIRE 7REATEDJ!W 9/6•)CI7'_ EACH YIAY AT BOT70M FOOTINS. -J FARNW AND 7'A7 SIDES OF POOON69 OR -M16IE COMWROS BARS ARE GALLED FOR TIEY 60®Po WFINERS ADDITIONAL It SILL L 01.00 IB6 PS NIgTRB161M OP INLL4. SIUIL BE IBM CONTDIaFiT AROUO COWBH AMD LAp�p AT IEGL'SAR1'SPLJCJ�OR HOOK® TO MATCH BOLTS SHALL EMSP6E BOM RATE AND BQ N -AN 9T TYPICAL DI AILS FOR NOTES AT MSLCNONlOIB ENIDS.LAPS SNAl1 40 BAR FASTENED W SW PLATE MA-IHM.THERE SHALL BE C� \AM DETAILS POR OTHER DIMETEH,NBE�6 07186'BSB SNOYH SILL(COBUER BOLTS PER BILL P N�MA&IER TO SR UPP ER PER u - U -/R.L STEEL CONELTIOW!PB.OED N N M PIBD. a TO 9TRUClIRA1 � O DRAIMM".. v, lSSUed fOT'Perm'tting cpTO-NO alksom F SECTIONS CGlUH4YP05T POOTIN65CIE I Date: 31 g st 201RAGJitiom Sy n y n #7K ' plliEN910N9 REIFY-oRUNb, `errc;Ivratciuns tRJ t^4 w_r-0•xZ•-0•x17•TFOC C1J W REBAR EYl 6 BO7.(GRAPE 6p) �.J)�`'�l PI(��1 �I � S I DQ V C Q 35 rarer MA. J Uste-^vi��e, A. E%STOAb E 61S AL PLAN NOTES o EQNL MAL -p3�S ivi ao• ev o "DOnrm 6 d r � jE � R7I € AJE x € X �TO��� OMMO,Q b w�)Fs�eGUOUWR DOORS rmFvASEOroeleesslusziw (OR�c n/ �J &IIEAED a sPcr wa1 As awGr«u+ar w LL�_ I�y c 'VEfOPY Fn%II,LwRIM -MBD4'16 ro BE Rsa'.PD be+M•;PGLY6 RRIS YONOOM3 TO I9:TLT-rWt FM" OMMLIPM BOLO r m V • Dom TO Be AN `S`S1 AgIFO?9.MptOOYO TO NAV@ BBpGo ItlN-IWAGT.7ff55TANr eUY MC 0.Y1100D PAMM • F HASS, Sf TEA�BPPS�AAiDpiL9�614611GO6pB5p)YB5 F TO B"A M FOR n i` •I IOR KMM GOLQL Y1RE I' •-MMOR MOM GOIlEL FACTORY AFPLW PIFTE I W FLOOR 0p GANfI{EyEF�D� -NR,fOG TTO IN FLU pVOJ®LR7'3 W 9PAG62 GARS W 91 9' RD.7-0 4e%54 7ro AT FEAR bTI39 A1TNtrBDJ� mREIM �1 p <-lorua+ 1,6VA sr ane co* MMW PATIO 000%RW 99b0 SWW 60611 ItW 7 —' 0 g Ro,a9 x e-6 PIL v I P COUME+FW.IN 2M I • Q i �I i RO..76 U8%g+'UB AT REAR Y PAVERS CTIS ATIO KI TGH N AT REAR PATIO/illl 1�DWK VEIUR AT � I �4 _______________ ---------------- PITGI FR APPROX \ i i v u �M YT Y 9, FOR IMXNb___________ '' ___- _'__.__ ----------------- rraPix Ri9ae T_ 0 b, HALL IO F O.Nb PTY. DamE-RW,m lbw ••AT F1�DOR AT ,, ' BAR n DaiaE.H.Ra m z � •� I ' RERAGE ExnT.4A(IfY ------iZ1�1. ro• , EQNL F EOPAL °°FaEaFW'm2^Bz �. LIVING ' b iii �r Tm 5UNR 1 1 auT•ne- -- BuaraRb---- 2 �iF�t T _._., I. T.TO r._._. _. . Mal MME40I5,m 2452 , , -- ------ RD.z.e w ------------� ----------- --- AL6N M<119 2 •______________ �yE EAST y�9 IL,yyBB �d GOO 24016,m 2452 D019P K.rail POOR l pe �e s3 IT RD.7-0 Y/7ro 4 674 _ ---- FOR MMC GA.fD CPEIOFs g C3� Y�"" •� !B DINING -------------------- --------------------- It Zv -------------' ------------------- Q� WALL/DEMO J c Q � WAS AW ITEMS TO R ^/ F ----- BQ 840IEO LV L FM Tw wuLs TO O A d A N9r MAUS O DEMO NOTES s EX15TI115 DA&MLD PIIA716,taus M BE REMOVED AM PATGIED� �— _I � MAL Eaft IEEDm OR FCfI.PG®A9 NPI®. lU-1 b . BwSTW E)O9TIN4 I I L u 8i v FIRST FLOOR LIVING AREA(EXI5T)=1043 50.FT. Q ssuec�for P^ermittire FIR5T FLOOR LIVING AREA(PROP)- 234 50.FT. A A $ Doie: 31 August 2018 TOTAL FIRST FLOOR LIVING AREA 1321 SOFT. 91 Ajjitions E" Renovaticns to tl,e A-2R em: JAC09SON RC—SIDC—NC � Rem: 35 Pa-ker Rnao - 0sterville, MA. skt.:2 of 4 I, 66BiAL PLAN NOres 0 e.� u -AL Ea.MALLS ro BE 2X49•b• oa Mass warm onERr w 6 -ALL W.rN119 TO W 2x49.16• E p gg gy Of'.amas NoTm OB6i'm x x y € y /�6 r-0•: 61 4 _ M01t DOORS 4 CAS®OPMN6 LOCATWN9 1��J) NOr DI16FilON®PEE TO�BF8W 961W9 � r4�N2')FROM pTNE�C♦�_�T ML/5 SIgN IN PLAN C CNEIM�I�DR�va�� �AT�Ne�1!! N i 'v°EPes�' E�6wso�"Oie�6Mrs°aul'F�.o. DOHS TO aE AMOr"•4OO GERW,V0JM "M6 NIDCW TO E T✓LTM9N.SOYA ND16ED/6LIDIN6 � g SIpfIN PATTHie) A11016 FOR nl r�EMEf+lOR r11IDOn COlO1L IMIE I C`' -6116tlOR NBQ.q'I LdOR.FACTORY APFLIED 1Y8TE -KHM TO ELM N SPACER BARS E W (,n 0 \ ARIDLS.An a i [ E-V Ro,ZJ v6 x,. cc' rT,-� < r A AI��An 21 AaWe Y BED ROOM an - Ro,20"x 2.4 T § , e Ln Ro,sz 12 x+-6 V6 AY4D16.An 21 - cen xe NENNrt AT WoTol"K 2.1 RO..20 S/Bx 79 Ewsm16 5 v T T/6• 31-0• r, 1 Anmv„Ana Ij � x a Z W.I.G. - Roy 20 sm x 2.4 9 z yr Pm WTSW �T. SNBP ----------------------- BEDROOM ns UN> BA4-r f $ M5TR. TH. AL16N MALLS BATH. M a i 60•vANTr- ay[ yy RO,2-0S/6 N i•� i W T� T. nAl1ALL� - • I: 2-41 is E ® �ALNNI MLLS _ S i r BEDROOM 5 BEDROOM 9 3 �� = HIM SEAT 1_____________________________________________________ _-_____-______-----_- MALL/DEMO Q --E c B _---'--- MALLS AND N@e To C/ Be Fmmmw sym MALLS TO O Ex L- F434" (1 1� HEM MILS J DEMO NOTE5 L _ EXISTN16 DAs1®VAHM'e I MALLS G -- TO BE FMMDYW W I" I 7 i� O = o � a U U v �ssued for permittirg SECOND FLOOR LIVINb AREA(EXIST)=842 50.FT. 0 SECOND FLOOR LIVING AREA(PROP)=243 50.FT.Date: 31 AL eusE•2o18 TOTAL 5ECOND FLOOR LIVING AREA=1,055 50.FT. Ajjitions&, Renovctticns to 4e Rev: JACOBSON C RQSIDQNQ A- 3 Rev: 35 pa-^I,,,r RoQo Jsterville, MA. Sit.:s 4 q E 0 6 Itl®(BNAREPBnB STRUCTURAL STD NOTES E •EJL01p5�TI�BpILSCrJC015 AT fNdT TYIO BAY9 fP JMT5 AT EACH Bm RALL. _ 0 0 TO M.IGKIrN U��BL�.AWMP�y Fl SH.OND FlOOfd IN ADDITION ff�fiL69�GQI fQt p�ggR P; ElTQ110F 5TM —C -PNOJmE((fi�rr ftLL H[i•IIT s1U09 AOJACEIT TO EAW MADBt AND 91FINI LDB�45 rN Asa11.-GRADE 50 FOR n SWTIOr88RADE JACK SlU17P STRAP POST9 TO SILL BROW N✓D TO MMHt ABOVE 9G OI/EfL4 Ilb Il9 SPPSGN G520 STRAPS.flYP.EKM YOPOYI AT RRST ND 5BGp0 B -PLRGN MTE GONELTNIN BOLTS TO��'WN.DUPYiHt A90T I V ROOW CJ,PAIA9E BOLTS.PRWIDE B0.T9 AS SIgIN B1 RJTGI pLAiB DETNL B r/_� to -IBE F HEIGHT S7LD9 ON•ABLE 1MUL5 R.Ff1UG FROM SECQD A5 l \ C FLNR TO R00P. -ALL 91Ea r L NAVE Ttl COATS OF fd6T�1�&WVE FRB192 PAW. TQCN W ALL WEDS 5CRATCIHJ T SWAPS M PAMT AFTER ERECTION. -SMPSON NS WfiWXA E 51RAP9 AT ALL DECK.CYSTS TO BEAN In CONECTim -W-4N==K.W STRAPS AT ALL RAFTER TO RATE TO CO -SEE MA&N&SCHEDULE SCR ALL CON BOTiM YKW METAL C 84ECTORS ARE NOT USED. 0,4. M F05TOVER MM AT EACH RAF J - VSE 2x0 r�Ai PXdI RAPIER AT iEt TNRDOP�AOa. 51EN+MALL RrPJr$br (CANT! -ALL mBmFIFD SHEAR HTALL9 TO USE 9'�15E NANJro TO XI DSL RT3T DQRapBWtE 91L0 AHO STRAP ALL}SRTAIDpSr lO RM BOARD�Ep:�AMMS LBb`Y�• JIDJ.SHEAR 1M111I•I Y TO RF57 r—— ——� .mod. _ --- - ' `'%4°' --- � � RDDR LOCH =0 FMISTS r -IFE FUeiD�ivLL PIL® L METAL coNELTOR frEco,�oR E�ALI I •16.O I ym - -- W FiNAIa�FatNLP0975 ro E>a STTD LS SOTl RCM5IU0FEB ASSTLPIO®N II 2•W RA JM15 RJM15 t °a!°saz I�i'�d aR:dRT J[41! qJ -:.� e•a�'o 'W '----'- VJ JOISTS q O O O O Go STS ES6TTro AT TG@1 < REMOVEMrD RF xf O�• V IRT AT MW STAMUY AT L' (yz©wRRLex FLITCH PLATE DETAILi- R WALL PDR GODG MAF SCALE, I/4- ¢ I'-O' DET f])---=FU-LJO •16'OL. A r' •• , (AT WOE"I ) 4 D S-] r �o L I ---------------------------------- 1 - - = J � i- Fai I r I _ I .nro FLOOR — _ -_: 2i 1{nvs r '--------------.Td3i5i6 ---- --"---- --,T� =----- 0. LT� _ I I ' _ I ' _ _ _{ i P� I I I I 6 erasTlro - - --- - - I I I I I I I I I I I I I I I I I I I I I I I I e I --------------- ------- -------- ------ "1 I I I V eye ' EKET6G ROOK I rLYLr� � . JOISTS TO RTSUM �-----------------------------------'----- ' - ------`r--��------------------ -- _ _ II I I I I I I I . I I I I I nI I' ------------ ----_----- - _ '--'--"---- n•2;a ' it n ° I II --n �El68nro f100R _____ `____� I T1116 FlLGR it r n CO I I I i i ' ' bi4i�f6�IN"""" n I I I, '----II I K4Si�A�fl____ � @@ @@ i' i i� � i i s I _ I die �;e _ _gg - LL ------------------- - ��; I ' �TI Tlro u IN e'rLA a� I I I I I I I . I, ' JDISTsmREMwN n"-""---'-''-- - ` I RN I I I I .A ----------------------------------------- __________________ _ ____ ______ ________ - i PI PT iP �I u ti �' ' ' - _ I I I I I I II -------"----KI I I ' E%ETIro FLOOR _ I_ E105TIN6_ r . I . Z u a � J05T5 TO RL3WN � J75T9 TO , I I I I I I , ,,--,I I . . ,I I I 1�' 1� I I " ; I i I .I I = - -----------------: F- z LL C � z < tt -WOOD P05T DOWN - BEARING WALL BELOW - ALL P05T5® ENDS OF BEAMS TO BE O (3) 2X45 OR(3) 2X6'5 UNLE55 NOTED � `"°Fa°SSFt J =o o JESSE J. c ((3)2X(O'S AT ALL EXTERIOR WALLS) KROPELNICKI m mt -WOOD P05T UP AND DOWN > c -BEARING WALL ABOVE o I L (REFER TO 5TRUCT.DETAILS) N x -WOOD POST UP - ALL WINDOW HEADERS TO BE(2) 2X6'S 01 T aao�P Z Lv =� WALL ABOVE W/I/2"PLYWOOD UNLESS NOTED °HALE 00 co i J V - SEE STRUCTURAL GENERAL NOTES I - IssueJ for Perm'tting - - TOILET LOCATION(5PACE JOISTS AS AND TYPIC L ETAILS FOR OTHER � LL Un LZ /� NEEDED FOR PLUMBING CLEARANCE) A A Date: 31 Augjst 201A ^ Lions n`ercvaLions Lo Lke S-2 35 VARIANCE: 1) Separation Distance to Addition from DIRECTIONS: ZONE: Existing Leach Pit Septic Tank Reduced, 5' allowed 5' RC Approx. Location Provided, for systems with no increase in From Hyannis - Follow Main Street to the West Area min. 43,560 SF to be confirmed prior to y End Rotary, Take third exit onto Scudder Ave. (min.) r construction flow. Frontage (min) 20' > Turn right onto smith street at the stop sign. Pit to be Pumped and �, 2) Separation Distance to Foundation from Width (min) 100' ,u < Removed or Abandoned per _ _�________ _� Continue on to Craigville Beach Road and left Setbacks: D-Box Reduced, 5 allowed 9 Provided, 310CMR15.00 �- -� o--� / onto South Main Street. Continue over the Front 20' for stems with no increase in flow. . -•-• `�� Y bridge to Osterville, and left onto Parker Road. side 10' 15,$.78 �, -' % 3) Separation Distance to Addition from SAS #35 is on the right. Rear 10' 86 51 Stfe Nt30•' ?5, 50„w ti r n reduced, 10' allowed 10' provided, for FLOOD ZONE: 7914 ~�.: `ems<. _..._ .,;To betel i` , 10.6 _� .._.._ _ . .. ___ , ,,,,,' systems with no increase in flow. 10 Mo ed 1 i _... a - X (Min Flood Hazard) , - _..... co CommunityPanel No.a i .. ._ ., . 10' Setback._..., /.,�•F Pro #250001 544 J j elo�cate s 1 j Addition / I Pro July 16, 2014 1 Pro Sh d i °�� i k�� Bulkhead ._.. 11 A Addition 3 Relocate i s ed 1� S,o 1 \ REFERENCES. = 6. ;6�' 3' ♦ f' , it ` \ Deed: LOCATION MAP: N v s t D 11 r - 117918199 a 1 ', rn sr # 35 23,797fSF o i� W ; \ 1 1 6 Plan: LCP 14421-J 1»_2,000f' o o a �� 1 - �1 i1 � 60 n �,, 2 Sty W1f //; o ` �: �i ` i , 90%39 , o 411� � '.. Proposed t � �, �1` � 1 cs 1.`- w _. __ 1 ASSESSORS REF.. N u5 �� Pool �' '00 \ �W2��111 g/ w -f- �-�-_ w co Q Man } i 1 Map 117 Parcels 192&190 a0 � o0 ohw IL--oh Hole 19 N w ; �\ I tiny 1 \ ; �R # 35 - 1 . - Flag Pale , , OVERLAY DISTRICT. ,, , Z o a Polo n�.`, _..:. `1j I l 2 Sty W/f AP Aquifer \ F _ 1 1 - Protection District Dwelling 21.4 t TH 1" o .� f tbock 10. _ --- __ A4 os ... . ........ 1 1 1 ! ,n ...._.. .. Area j � 1 , ~, __.... •_ �._ \ \ Gravel Parking � N� \ -. "W o \ S8 54 --3 . -. . 31 02 � _ ~ N85 r 149.27 ~ «, ShedCQ to be Relocated at time of Construction Overall Plan Vier Finish Grade Scare 1 =20 3' Max. _,.. 4 �1 W [ $ ;= - t, ... -€ ` ° \ 9" Min Compacted Fill \ � ._ -1p �-_�_ ~ � �~ ~~' Shed � Q P Filter ; _._... .... __.. ~, ` ~ to be Relocated Fabric \..... ... 1 -1 ..� at time of Construction And/or \ np1 2" 118.. - 112 \ 1 ~ Pea Stone �'�� 1 '\ � �. 10.0 \ _.:_ ......_.T . H-20 314,> _ 1 112>. " \ 4- 3' \ _ LEACHING Double Washed CHAMBER Stone \ s \ �- 4' - 10' L. 12 10" iv ~� ` 149.27 �. CROSS SECTION OF C R SEPTIC NOTES 1.Location of U#ilide+s Shown on This Plan Are Approx.At Least 72 Hours Prior to Any Excavation For This Project the Contractor Shall Make NOT TO SCALE the RequiredNoti ontoDigSafe(1-888-344-7233)andcontact PERC TEST: 15,636 Detail Plan View Sullivan EWavering&Colnsulft Inc.(508••428-3344). PERFORMED BY:CHARL13S ROWLAND,PE- SULLIVANENGINEERING 2.The Contractor is Required to Secure Appopr ate Permits From Town Scale 1"= 10 Agencies For Construction De6aed by This Phw �CONSULTING,INC. 3.Wherever Sewer Lines Must Croas Water Supply Lines Both Lines Shall SOIL EVALUATOR NO.13586 Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to WITNESSED BY:DONNALD DESMARAIS,R.S.-TOWN OF BARNSTABLE Assure Wa ess. In General,`Wapet Lines Shallbe Cons4tucded in April 6,2018 G�tion�COMM Water,and Shall be in Accamlance SITE PASSED 24.9 Witte 248;CMR 1.00-7.W&310 CMR 15.011. 4 A Minimum of 9"of Cover is Required for All Components. TEST•HOLE- 1 EL.32.5 TEST HOLE-2 _ EL.32.3 S.All Structures Buried Three Feet or Mom or Subject to Vehicular TraBSc to be H-20 Loading.It is the Engineer's �A LAYER l OYR 312 A LAYER 10YR 312 Recommeudgion dotH-20 Always be Used VERYDARK GRAYISH BROWN VERYDARK GRAYISH BROWN 500 Gal. O 12.8 6.Install WoterightRisers and Covers to Within 6"of Finished Grade 10" Lo" 31.7 6" LOAM 31.8 10. Chambers Over Septic Tank Inlet and Outlet;D-Box,and One Leaching Chamber Bw LAYER 10YR s/6 Bw LAYER 10YR s/6 Proposed All covers arse to be maximum 18"for concrete or24"Cast Iron. BROWNISH YELLOW BROWMSFI YELLOW 7.Septic System to be installed in Accordance With 310 CMR 15.00& 30 LOAMY SAND 30.0 26' LOAMY SAND 30.1 Kitchen 4' of Crushed Stone Cl LAYER2.SY5/6 CI LAYER2.SY5/6 248 CMR 1.00-7.00 Latest Revision stEd the Town ofBamstable LIGHT CIRAY LIGHT.GRAY Addition Outdoor Board ofHadth Ragulat iags. Rinse 33.5 8.All Piping to be Sch.40 PVC. 60" MEDU M SAND 27.5 48" MEDIUM SAND 28.3 SAS Detail 9.D-Box Shall Have a Minimum Inside Dimension of 12;and a Minimum C2 LAYER 2.5Y 6/4 C2 LAYER 2.5Y 6/4 Bay Station Sump of 6". LIGHTYELLOWISHBROWN LIGHT YELLOWISHBROWN Win do w 10.The Separation Distance Between the Septic Tank Inlets and 126" MEDU M SAND 22.0 MEDIUM SAND Scale 1"= 10' Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend NO GROUNDWATER ENCOUNTERED SO" PERC T BST 28.1 a Minimum of 10"Below the Flow Line.Outlet Tees Sull Extend 14" 25 GALLONS GONE IN 10 MIN Kitchen Below the Flow Line,and Shall be Equipped With a Gas BaMe. 126" PERC RA7F<2 MW11N(LIAR=0.74) 21.8 NO GROUNDWATER ENCOUNTERED Den Bo th Living Room Dinning F.F. El. 36.7 15' Room See Note 6 (typ.) Bedroom2 Bedroom3 F.G. EL. 36f F.G. EL. 35t F.G. EL. 34f F.G. EL. 33-34t Min. Complies DESIGNDATA 3.75' With Single Family Flow Equilizers 1 Breakout 4 Bedroom Q 110GPD First Floor As Required No eGnnder EL. 34.10 g Bo th Total Daffy Flow=440GPD Hall Bath Not to Scale Installer To H-20 y Confirm Prior EL. 33.00 Septic To Any Work i 1500 Gallon EL. 32.75 T� EL 31.00 Use a 1500 Gal S Uc Tank Septic rank oo H-2o EL. 31.84 LEACHING AREA (See Note 5) -Box, 30.00 H-20 440 GPD/0.74(LIAR)=594.6 SF Required Bedroom 4 Leaching Sidewall=90.9x2'=181.8 SF Bedroom 1 To Be Installed On Chamber Bottom Area=413.4 SF Stable Compacted Base Bot. EL. 28.00 Total Provided=595.2 SF(440.4 GPD) Proposed Bedding,"T"s Addition - Inspection Port, If Encountered Remove & Replace LEACHING CHAMBER DESIGN Foundation & Baffels All Unsuitable Soils Within 5' of w All Pipes to be Schedule 40. Use S@COnC! Floor �y as Per Title 5 The Outer Perimeter of The System 3-SOO Gal Leaching Chambeisina Storage T. PO N ` Double Washed Stone Field as Shown. Not t0 Scale EL. 21.8 VIL = Bottom of TH-1 99 �, /STE����k�� No water Found NAL6� DE VELED 'YTE . HOT TO SCALE Un-Finished Crawl Space Basement Revision: Update Proposed Addition 812912018 Boiler Room Revision: Move SAS onto lot D 411912018 TITLE: PREPARED BY. PREPARED FOR: NOTES: f Plan 1) The property line information shown was Pr Russell A & Susan M. Jacobson compiled from available record information. .3Jr Parker Road 2) The topographic information was obtained rri �1.1' OSferVllle MA 0265J` from on on the ground survey performed on or between March 16, 2018 and April 6, 2018. Basement Floor 36 r Read3) The datum used is on assumed TOB GIS (508)428.3344 • P.O. Box 659 7 Parker Road, Osterville, MA 02655 ""L ., seciesullWvanengin-com • www su111Vaneng n.com Datum. C) �O + Nt � 10 0 5 10 20 40 -rl Not t0 Scale Draft: CTR Field:• WHK/JOD/CTR 20 0 10 20 40 80 ••,�, DATE: SCALE: Review: CTR Comp.: CTR 60 April 18, 2©18 1"= 20' Project: 31022 Project: C578 .