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0056 CONCORD LANE - Health
56 Concord Lane Marstons MIIIS A = 122 109 i TOWN OF BARNSTABLE LOCATION 7^_ L;�( SEWAGE# VILLAGE ix4A(4_ASSESSOR'S MAP&PARCEL = io INSTALLER'S NAME&PHONE NO. y, e ( CeAlq— SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) I,L NO.OF BEDROOMS `�Z&L OWNER z-st-�— PERMIT DATE: —7 COMPLIANCE DATE: 7 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 4- 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 leachin facility) Feet FURNISHED BYG�!/�s/ 3-7 / �6 - � CoA(Gr� No. A I v ✓ Fee I op. � THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplitatlon for Mispo8AY *pstrm Construction permit Application for a Permit to Construct( ) Repair(K Upgrade( ) Abandon( ) ❑Complete System Jendividual Components Location Address or Lot No.6_16 Cp 1^e p ;( (,t r) Owner's Name,Address,and Tel.No. csofs- j`I/11?/ Assessor's Map/Parcel ,I 3.a mdm1 V 6�Mi/�5 '�� f iY)I 6Z.&r,<_6ML Lem D O Installer's Name,Address,and Tel.No. SD$-'Y9/ 93�;j Designer's Name,Address,and Tel.No. �(y„2 j3brfolb� err-{�cr,17-Ene 1P.O.&Y, Type of Building: Dwelling No.of Bedrooms Lot Size a�J ya�' sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided ��`} gpd Plan Date iV`Ik r 1 " -to 16 Number of sheets I > Revision Date l Title 9 t- 8 r Plan dCn 1�- d4 rA (.�ne , MIMra Size of Septic Tank e.Xt,S' t m jIlrgn,Q,3. Type of S.A.S. ) 14/U Slxs�zP Description of SoilAae-$pal fpq Nature of Repairs or Alterations(Answer when applicable)✓., At I- �y ��'1,50-A 416 �S O!RaA, 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 Cod place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date 3 Application Approved by Date vZ Application Disapproved by Date for the following reasons Permit No. , N Date Issued x� a I tot No 1 , Fee i . c r Entered in computer: . THE-COMMONWEALTROF MASSACHUSETTS Yels/ PUBLIC HEALTH DIVISION - TOWN�OF BARNSTABLE, MASSACHUSETTS � i 2pplicatiott for Disposal 6pstettt Construction permit Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) ❑Complete System individual Components Location Address or Lot No. Y6 (20 rc.o L6L r)Q Owner's Name,Address,and Tel.No. 320S- Y OW Assessor's Map/Parcel 11a �V�� r r�/4i115 �Sr �!-��ni S©&,r�C��✓) Installer's Name,Address and Tel.No. � '��� 93,9 Designer's Name,Address,and Tel.No. �Ga S�-an 0av�s ru�4ior+, Z rC -0.Swx '� 1 cv C , e Eny�r,eer�,�j Inc q3j ain SE o aco s-- Type of Building: 4- Dwelling No.of Bedrooms 3 Lot Size �G�y a U- sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33U gpd Design flow provided 3 Q/ gpd Plan Date Y1�Gl�c-.`1 I Q ao II 5 Number of sheets J Revision Date Title /.We_5 S'/,_ Rat) Clk S& C coe- n-J,taJ x Size of Septic Tank 10X,)C'�Jcz k/�' Type of S.A.S. 14/U SUc�rC�F_Ft'f sf%,1�On� Description of Soil c5.ae- 56i/ Nature of Repairs or Alterations(Answer when applicable) (�2) 1 Dryp h � �AVLOAQ-)t,r� a. 2-s >c, ,�3 x Date last inspected: Agreement: ` The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in a`k � accordance with the provisions of Title 5 of the Environmental Code and-not-to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. r' Signed Date Application Approved by Date Application Disapproved by Date ,for the following reasons Permit No. j ) �'� Date Issued .3 2)//}'. ------------------------------------------------------------------------------------------------- ------------------------------ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance y THIS IS TO CERTIFY,that the On-site Sewage!Disposal system Constructed( ) Repaired('\) Upgraded( ) y Abandoned( )by ��t3►'�O`lZra (' l G )C- at (o 06nCChA CAn Irsknf o, A&4 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. S'� dated !1 S , Installer Designer #bedrooms 3 Approved design ow 3 gpd The issuance of thi permit shall not be construed as a guarantee that the system will�ncti /as design d. Date 4 7 2 7/I) Inspector v kv. / f � --------------------------------------------------------------------------------------------------------------------------------------- No.Q D 11- 65 `/ Fee /OZ , THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction ermit Permission is hereby granted to Construct(g ) 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 be completed within three years of the date of this permit. Date a�' �� Approved by G' � APR-30-2015 20:32 From: To:15087906304 Pa9e:111 L FF40M :down cape engineering Inc FAX NO. :15083629@@0 Rpr. 29 2015 04:0SPM Pi IN awn of 'l~1hm��aeci$�r9 19�reA:�o 1Vgai�( e�t9 �9 �02601 t coo Iq AA& kt ,ems: ) j pernit-to mall a _ fin cove L:. �>�ga�,aciesiarKwlo.bY geptio syst�rn� — (s,�ssj di s# ,. red above was in;�ta�l.er1,aabsuta�lly aCrga dRi,�tr _ ceitKi*,at thu SAPd�"L LGktls�P rziT]l]lr u�[h�%E=d u�i.�;�s �h�s .latk:lul,'T"")CAA '=a',�tl; the de,MA-Which gugr distribution bog audkc qe is t� atalled wil-L IDAJ01* c311�t9C'z Clf- t I ae tify the �1C sysgt=;�efcTc Ced Ft p�G W►f!!3 ILL <<►� cni lat&al ecuica of t SAS O �nt fester 1Q' rr- he - Y'v�rai.�rloc�t�nzr,of any P ufi the septic nstcm.)'bv.t in.cIccozcl:i a`Nits 'tatc�4,L cal]egUV'b.=s. PZau • iavi,�ian. or ceactified As-Nuilth r si9 to f-J1laW. . „SH OF D`ANIELk O JAL A— ) CIVIL No.46502 rr .� GISTi^TM Aff e��.'ae<�:i i�i7�PT 'Lfi I3A �187A� �. UJLC n_t, Toga. of Barnsiable Departinent of R.egulatozy.Services )Public Health Division mate Z ZMAM � 1039 00 Mam Street,Hyannis MA 02601 V. I -g /D a Date Scheduled Time Fee Pd. Soil Suitability ,ASSWment for Sea is Performed•By: bon. l e ( (,�j)•s a I v.-a — Witnessed By: LOCATION GENERAL,INFORMATION Location Addre$s Owner's Name ress Assessor's Map/Parcel: �� --/fld 9 Engineer's Name +ti '� NEW CONSTRUCTION REPAIR Telephone# Land Use: La I t/� Slo es % l/" 1110 e P ( ) . Surface Stones Distances from: 0 enaterBod �w WG P y ft Possible Wet•Area ft Drinking Water Well Drainage Way �wG ft Property Line 0 ft Other ft SZMTOII:(Street name,dimensions of loc exact locations of test holes&perc tests,locate wetlands in proximity to holes) f c�� v • �lecf�;C set-i ,-f-- N �� Parent material(geologic) v l aC u y ci lwa S/� Depth to 13edrgek 00 Depth to Groundwater. Standing Water in Hole: Weeping from Plt Fnce N Estimated Seasonal Higlt Groundwater wIA- TJE ERMINA,TION FOR SEASONAL MGIi WATER TABLE BLE - - - Method Used: /V�U/ Depth Observed standing in obs.hole: lu, Dnptlt to s411 tnvttfas: In, Dcpth to weeping from side of obs,hole: In, Groundwater Adjustment ft. Index Well# Rcading Date: Index Well1001 Adj,fhctor,.,,,r.•,.-. Adj.GrowidwaterLeYa1,,,,,, ]PJERCOJLA.TION TEST batp- 'i'ltnu,.._ _ Observation Hole# I mo_ Tlmo at 9" Depth of Perc. ` Tlme at G" Start Pre-soak Time @ Time(9"-G") End Pre-soak Rate Min.1lach Site Suitability Assessment. Site Passed Site Failed: Addidonal Testing Needed(X/N) Original: Public health Dlvisioa Observation Hole Data To Be Completed on Back----- ***If pelrcolati®n test its to be conducted within 100' of Wetland,you must first notify the Barnstable Consgvation Division at least one(1) week prior to beginning. Q:ISEPTICIPERCPORM.DOC DEEP.OIBSER'VATYON HOLL LOG Hole# Dcptli from Soil Horizon Soil Texture .Sdil Color Soil. Ofhcr Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, 0 o i tcn:;y,%'Gravel) Z 2 2-13Z %lC S 2rSy �"7` DXC4 P 01BSERVATION HOLF,]LO.G- Hole# � Depth from- Soil Horizon Soil Texture Soil Color Soil' Other Surface(in.)` (USDA) (Munsell) Mottling (Structure,Stones,Bouiders. Consistency,'Yo Grave A ' : k- �-y L 5 NP I,i,/ DEEP OBSERVATION HOLE LOG Hole#. Depthfrom Soil Horizon Soil Texture Soil Color Soil Other' ` Surface(in.) (USDA) (Munsoii) Mottling (Stricture,Stones,Bouldors. Co i tmry,IrG c DEEP OPSERVA.TION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soli Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;boulders, Co si ten 6 . q Flood Insurance-Rate Map: / f Above 500 year;floodboundary No Yes_._V_-_✓ "Within 500 year boundary No V, Yes Within 100 year flood boundary No• 'Yds Depth of Naturally Occurring Pervious Material Toes at least four teat of naturally occurring pervioous�aterlal exist in all areas observed thrpughout the area proposed for the soil absorption systeml \�— ---- If not, what is the depth of naturally occurring pervious matdrlall Certification - I certify that on / Z (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 and experience described in�10 CMR 15.017. Signature _ Date Ml/� ' Q:1S.]?t"i'IC11'L�12CPORM,DOC I'i LOCATION ft SE %7AGE PERMIT 930 d L_L A G E I N S T A LL R'S NAME A ADDRESS- i U I L D E It OR OWNER DA T E P ERMIT IS-S.vEO 2� MAT E COMPLIANC-E 1SSU=ED y. L o> r'C 0 -8 No....:�....._�.... �- �.�. -f Fps.............................. T 4ELCOIVIMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH 1610A).......OF..... ... . . .. Appliration for Uhipvii al Works Towitrurtion Famit Applicati n is made for a Permit to Construct ( or Re air ( ) an Individual Sewage Disposal System at: ✓S� J b _ ..I . ... ...�o ... .... .. . . .... ..�.. -M-=-�I 11. ........- -L iou_-Ad ress or Lot`No. ..d iz�� _ ca -A t5...... - ---- ----- ------------"---"-....-"---•............................_.........._..---.......................-- ////JDg,• O er Address ... ..�.R ..n............................................. .................................................................................................. a Installer Address d Type of'Building ,A Size Lot..c9fM-------Sq. feet Dwelling—No. of Bedrooms..............1.... ------------------Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers — Cafeteria W Other fixtures -------------------------------• - W Design Flow... ________________________gallons per person per y. Total daily flow.---.-; _ _0.....................gallons. WSeptic Tank—Liquid capacity/•gallons Length. ............ Width.......----..--- Diameter................ Depth................ x Disposal Trench—No..................... Width_��.._,.e........ Total Length................. Total leaching area....................sq. ft. Seepage Pit No...... ............ Diameter../.�....-.-..... Depth below inlet.12_.............. Total leaching area _Mss. ft. Z Other Distribution box ( ) Dosing r{k ~' Percolation Test Results Performed by....�. ........ aTest Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water.---..-----.-----.-----. Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.---................---. a ?" r---- -- ------ --------"---""-"--•"-.....------•----"-•------"--.----- O Description of Soil 'rr` ..... �',Q . .� � p _ e� --- ------------------•---------------- x W --••"-"--•---------------------------------------------•-•---•-------•------"---------"--"......-""-----""-----"--------•------•...----"-----"••--••-----••-••-----""-"""--"-"-"--•"----"-----------"--- UNature of Repairs or Alterations—Answer when applicable............................................................................................... ---------••"--•----------------•"---""•""--......••--"-"-"""----------"--"-""-"------"--"----"-----"---"----"-"-----••.......---------"--------------•-"--•---------------•---"----"----"------"-"---"-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIT,U 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be •ss y the Board of halt Ifollowing gne . " . . ....... "---....ts ------------- ... Date Application Approved By... ` Date Application Disapproved for reasons:------•------"-------------------------------------"--------••--------------•--•-------------••-•---------."•-- .............................................. -•---"-•--"-"------"-"---"-----".............--"------"-----"--------•----•""•----"-------"-----"-------"-------"-""---•-"---•--••--•-----••--------.... Date PermitNo......................................................... Issued....................................................... Date No.. .......................... Th't'COMM ONWEALTH OF MASSACHUSETTS BOARD OF _H EALTH ........../OW.10 ;?......... .......OF........I?r ..I Appliration for Disposal Works Tonstrurtion Prrutit Application is hereby made for a Permit to Construct (4-y"or Repair an Individual Sewage Disposal System at: Lo ion Ad ess or Lot No. ............................................................................................ Over Address -------------------------------------------- ------------------------------------------------------------------- .......................... Installer Address Type of Building A- Size Lot..420.b�l...Sq. feet Dwelling—No. of Bedrooms.................... Expansion Attic Garbage Grinder >------------------ Other—Type of Building ........................... No. of persons............................ Showers Cafeteria Otherfixtures ...................................................................................................................................................... Design Flow.._J�._ '! ..........................gallons per person,per dA y. Total daily flow.......45.2.6....................gallons. 1:4 Septic Tank—Liquid capacity/,.AQ4a]lons Length..A IV'. Width................ Diameter................ Depth...._........_.. Disposal Trench—No..................... Width ...... Total Length.........I........... Total leaching area....................s ft. Seepage Pit No......./........... Diameter.../K............ Depth below inlet.-Y....V...... Total leaching area Y224.2r.164. q. ft. z Other Distribution box Dosing t ii�C .......Percolation Test Results Performed by. ... ........ ate.:. Test Pit No. I................minutes per inch Depth of Test Pit._.._...........__.. Depth to ground water..__..._...._._.._..,._; Test Pit No. 2................minutes per inch Depth of Test Pit............__...... Depth to ground water..__._.............._._. P4 ......7......................................................................... . 0 7--------------------*----------*-----------------"---------------- Description of Soil--- ...... ........,V ---------------------------------- ...................................................................................................................................................................................................... ----------------------------------------............................................................................................................................................................... U Nature of Repairs or Alterations—Answer when applicable............................................................................................... ......................................................................................................................................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of T IT 1Z- 5 of the State Sanitary Code—The undersigned further agrees not to place' the system in operation until a Certificate of Compliance has bgen ilssi y the - and of alt igned t. . . ... . ..... . . . .......... - - -- ------------------ Date Application Approved / ��Zf*................................................................... ........................................ BY e ljolowin� Date Application Disapproved or lowing reasons:................................................................................................................ ........................................................................................................................................................................................................ Date PermitNo......................................................... Issued_.------........--- ----------------•------------------- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH I z ........ ..........7-0, .........OF......, f.... . ............................ Tntifirate of Toutpliattre T IS IS TOAERTIFY, That the Individual Sewage Disposal System constructed or Repaired by.... S-10.0.15.7-A.............................................................................................................................................. C;* Installer at..4 A 1-..A..............0-01----------------------------------------------------------------------------------------------------------- has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as dpscribed in the application for Disposal Works Construction Permit No._.K.I. .................. dated-__7........................................ THE ISSUANCE F THIS CERTIFICATE SHALL NOT BE CONSTRU Q S A GUARANTEE THAT THE ( U SYSTEM WNIL JU TION SATISFACTORY. D. ............. ................................................. Inspector..._ ..... ...................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 6VAI ............ ...........................OF......I.. ..... .. ./.. .................. No...0-7. ... FEE...... ................ Disposal�orkiZottstrwiott "pantit is>reby granted.... ..........Permission .1W .... ............................................................................ to Construct or Repair an Individual Sewage Disposal System at No...,:P.0..4_ilv .................................Street -eet......................................................... ................... as shown on the applica 'on for Disposal Works Construction Permit No.f...�?_...4-3. //,ca.. .......... ............................ .......................................;I.- ............................. *.......... -Boar of Health oar of Hea t DATE................................................................................. FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS r AIM 122-8 N51787fTV 125 r i 1 LOT 20 AIM 122-109 20,004- S.F. 0.46 ACRE t.pCPl�vc m •A s c DRAIi'N THB P SED S PLAN i 1000 GAL i SEPTIC TANK ,r LOT 21 17 0=---.�--.... .,r:xls7 tNc ` AIM 122-108 ; DECK , Vd nJ -' ■ ADDA70 \ \ \ \ \ -28 rw h \ \HOUSE\ \ \ a \ slow 4. PROPOSW �t��.,'J PORCH I -------------------- u •^Jr r" G NF S51 90'OB"W a GRAPHIC SME 0 10 ao• ONCORD / • i s a - TYPICAL NOTES: ERT w - STRUCTURAL ENGINEER OR ARCHITECT SHALL PERFORM FRAMING INSPECTION WHEN FRAMING COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR ' WALL B PLASTER BOARD/FINISH. • CONTRACTOR SHALL SCHEDULE AND PROTECT FRO.WEATHER ALL EXISTING NOOSE COMPONENTS AND INTERIORS DURING CONSTRUCTION ARCHITECTS INC. TYPICAL WALL NOTES ","j AND CONSTRUCT TEMPORARY STRUC NCLOSURES AS MAY BE ' NECESSARY TO INSURE SUCH PROTECTION.CTION. CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS.PROPOSED ARCxLTF.CTIIRE CONSTRUCTION CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY ARCHITECT OF ANY DESCREPANCIES ANO/OR CHANGES THAT MAY BE ENCOUNTERED. ITTDNIORS PLANNING sHowNc cic.SiLi wwF"N°raROTic°r EXISTINCNHOuSE niflo STRUCNRAL 939 MAIN STREET, D1 INIEGRI TY OF EXISTING H SE. PO BOX 343 CONTRACTOR SHALL SITE INSPECT/VERIFY ALL EXISTING VS.PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS YARMOUTHPORT, MA 02675 AS NECESSARY TO ENSURE COMPLIANCE WITH DESIGN PARAMETERS AS woRK PROGRESSES. tel (508) 362-8883 7J RIM JOIST .... ... ... f0% (508) 362-4883 WWWAATAMwIIECTSOOM I 'I` 2X6 P.T. SILL W/ - SILL SEALER ...' `......i �.. ADDITIONS&RENOVATIONS 5/8-DIAM. 12-GALV. ANCHOR FOR: BOLT 04'-0"O.C. m z 14'-4" _ THE BARATTINI A 7•-2• RESIDENCE 2®A5 REBARS CONT. I`,, A.3 r. &AROUND ALL OPENINGS ... ....- - I DAMPROOFNG 56 CONCORD LANE 8: *2- ,:-- a - -- I OSTERVLLLE,MA OTYPICAL SILL DETAIL MALE 1-1/z'-T-o' DRILL&GROUT p5 BARS®12'O.0 ' VERT.INTO EXISTTIING WALL PRIOR f I o TO POURING NEW WALLS, TYP. um CONNECTION 0 NEW TO EXIST) NG. 1/2' 36"DIAM.CORRUGATED GALVANIZED STEEL AREAWAY W/GRAVEL - - BED, TYPICAL. UP CONTRACTOR SHALL MAINTAIN 48"MINIMUM FOOTING COVERAGE ALIGN NEW FINISH— SLAB W/EXISTING UNFINISHED BASEMENT —S W CUT NEW = III1=(I1=1, °+ OPENNG FOR 3 —IIII—IIII 4 CRAWLSS TO PACEEW III I I I-I I I I-'- A.0 %- LOCATION TO BE —IIII—IIII DOUBLE JOISTS UNDER DETERMINED BY OWNER. THESE PLANS ARE NOT TO BE USED IIII—IIII- ! ALL PARALLEL PARTITIONS EXISTING BASEMENT FOR PE AN ORIG GR GONHITECTSN 4�CONC.SLAB ' ' PURPOSES UNLESS STAMPED h SIGNED — u4vr se yiw Ac"'aRlsmucrwir IIII=IIII .. 5 AB FERMI . 6' COMPACTED 'O 2®g5 REBARS.CON T. _ _ --- _ FILL ^° ' FDN WALL?ASPNECESSARY DATE ISSUED: 12J2.05 CARRY DAMPROOFING IIII—III-4 OVER TOP OF _ TO ALIGN {JEW FlNISH FLOOR FOOTING =1 IIII W E%ISTNG. REVISIONS: III— I-1 2%4 KEYWAY - - -- DRILL&GROUT p5 GARSL 12-O.C. ONNECTION®G EWLTOAEXSTING. VERT. INTO E%I - -------------- � TO.FOURTH 20#5 REBARS.CONT. .0. C III=III IIII= ____ __ ___ 6 MIL POLY —I` -�„ IIII IIII- PROVIDE 0 DIAM SONG- VAPOR BARRIER _ _ _ — TUBE W IGFOOT FOOTING IIII IIII IIII-III - -III-IIII- FO COLT SUPPORT ABOVE _ - _- II 11=111I=IIII=IIII=11 DO NOT BACKFlLL WALL = — _ El PERMIT SET 12.12.05 } UNTIL CONCRETE HAS IIII II11-111=IIII.=11 I=III1 ...11I1-IIII=IIII.-IIII= ATTAINED 7 DAY STRENGTH — �' �------'-- """" -`--------------=i q. PROGRESS SET AND BOTH TOP&BOTTOM 5' 8' 5" ' _ __ ___ _____________ PRICING SET OF WALL ARE PROPERLY I - SECURED. PROGRESS SET PORCH STEPS ABO A 10" DIA. SONOTUBES W6 BIGFOOT FTG. TYPICAL FOUNDATION DETAIL A.3 ENTRYEABOVVE RED 1 O SCALE 1-1/2--1'-0- 11 < 13'-2 "'•. NOTE: HATCHED AREAS ARE NEW. 6'-7• •CONTRACTOR SHALL TAKE CARE SO AS TO i0 NOT UNDERMINE EXISTING FOOTINGS AND 1 COMPROMISE STRUCTURAL INTEGRITY OF EXISTING WALL, IF NO FOOTING EXISTS 0 _ REGISTRATION EXISTING WALL, CONTRACTOR SHALL LEAVE AREA AGAINST HOUSE UNDISTURBED UNTIL ' READY TO POUR NEW SLAB- GRADING ONLY TO BOTTOM OF WALL SCALE: 1/4--1'-0- 0 1 2 4 8 BASEMENT NOTES: UNLESS OTHERWISE NOTED 1.MAIN FOUNDATION WALLS TO BE B"POURED CONC.W�ZONS TOP ., SHEET NO. &BOTTOM BARS.REST iOUNDATION ON ID'X18"STRIP OOTILNJ,,G/. KEYWAY.PROVIDE PROWDEOUS138'% 5 RNCHOR BOLTS NIINUOUS INO�IPO"O.CN MAX 2. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. A.0 FOUNDATION PLAN 3.DUST CAP TO BE 4"POURED GONG.ON COMPACTED FILL & DETAILS CUT JOINTS ALONG WAU_S AND BEAM COLUMN ONES. », 4. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS TOTAL NUMBER OF SHEETS r REQUIRED BY CODE(WINDOWS OR MECHANICAL) IN SET: 5.CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WAU.S MAINTAIN 4 01'MINIMUM COVER. 6 6.CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSION THIS SHEET INVALID S. ANY MISSING, ' INCORRECT,OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION '^- OF THE ARCHITECT BECOME THE RESPONSIBIUTY OF THE CONTRACTOR. UNLESS ACCOMPANIED BY A COMPLETE SET OF PERMIT SET: 12.12.05 WORKING DRAWINGS Y TYPICAL NOTE& ERT STRUCTURAL OR ARCHITECT SHALL FRAMIN INSPECTION WHEN fRAMIN IS COL1PlE,E AND PTBGR TD ENCLOSURE BY INTERIOR WALL BOARD/FIIDSH. 14'-4' .. EXISTING IXASE CCOOMvwEENTTSS�INN RIEgqI�iSS WRMG CONSTRUCTION 3-� 3_7• AND CONSTRUCT TEMPORARY STRUCTURES/EN0.06UI�S AS MAY 6E ARCHITECTS INC. NECESSARY TO INSURE SUCH PROTECTION. CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS PROPOSED ARCMrrZCrVRE CONSTRUCTON CONDITIONS PRIOR TO'ANO DUjpNC CONSTRUCTION AND NOTIFY ARCHITECT INTLRW� f1.ANNBM OF ANY DESCTEPANCIES AND/OR 01ANCE9 THAT MAY BE ENCOUNTERED. WINDOOCTAGOW EXISTING CONTRACTOR SMALL O YATNT ,�EXISNG HWM�A D SWmu�URAL 939 MAIN STREET, DI ABOVEINTEGRITY OF EXISTING H SE DECK CONTR OCnMA SHALL 9,E DISPEGT/yE�Fy ALL ExISTIN0 VS.PROPOSE PO BOX 343 OC20 "� OC20 CONWONCRocRRS�AND WRING CONSTRUCTION ANC MAKE ADJUSTMENTS YARMOUTHPORT, MA 02675 AS NECESSARY 70 ENSURE ULIM11 COMPLIANCE T DESIGN PARAMETERSKAOJ T tel (508) 362-8883 sTovE I o fax (508) 362-4883 wwomm GAS BURNINFAUX c m STOVE,ERECT m 8•-1° VENT. ADDITIONS&RENOVATIONS 24210 24210 FOR N i +------------= e -------, I S T'G NEW ® =-1 THRM. THE BARATTINI N #"' m DINING RENOV. EXI RESIDENCE " AREA KITCHENBAT TO] o d a-oi EXISTING 56CONCORDLANE BEDROOM OSTERVILLE,MA � wl o, 01 DESK - ,(off NT E1�IGii cbUNiER TOi� N' BENCH W/ BEAM4Xp4go OST TO, /'• CARD OPENING ABOVE HOOKS CASE pWR/p�1V%E TRIM g G ON 1 '��y� H}I�IIN�I�I IIIII n NEW CpHIMNEEY W7 MEXTAL SNDS• MUDROOM AAINMEOPRTb coMBusn,-Fz 0 0 EXISTING FIREPLACE - --- EXISTING EXISTING OFFICE ' LIVING AUP REA THESE PUNS ARE HOT TO BE USED FOR PERNNNNO OR CONSTRUCNON - PURPOSES UNLESS STAMPED 3 SGNED ------------- ==AL ARCHITECTS --------------- v AS•PERMIT SET OR`CONSTRUCTION SEr. EXISTING I STEP e i ///JJJ,,,... ��Ey,. 4'-4- NOTE: HATCHED AREAS ARE NEW. � � Cf- J� DATE ISSUED: 12.12.05 •o !,--o NE OF vv"` 2-6° - 7•-2- WALLS BELOW REVISIONS: ._,.-�r'F••� 12.30.06: NEW CASED OPENINGS 14'-0" NEW POSTS TO SUPPORT NEW ROOF OVER ' ALIGN EXISING STEPS. 2442 2 42 2442 FIRST FLOOR PLAN 6-7, 3' 3* IST'G D — SCALE: E = B THR _ -FOR N EXISnR G WINDOW -- 00 60^C.O. - - PERMIT SET 12.12.05 PROGRESS SET NEW _ = EXIST'G PRICING SET BEDROOM ROOM _� ,�}/ BEDROOM PROGRESS SET O - I O N • �' SHELVES '---_�-' DN V AROUN EXISTING I ... m �______' CHIMfF�`� .METAL STUDS. CLOSET m MAIN AI ART6`COMBUSnBLES. N REGISTRATION D OPEN' I , _______ BELOW ' SCALE: 1/1'-1'-0• . �•-'' 0 1 2 4 B .• ------- UNLESS OTHERWISE NOTED o i 1 ' -- A.1 FLOOR PLANS TOTAL NUMBER OF SHEETS NOTE: HATCHED AREAS ARE NEW. IN SET: - 6 SECOND FLOOR PLAN THIS SHEET INVALID SCALE: 1/4"m 1•-0" UNLESS ACCOMPANIED BY A COMPLETE SET OF PERMIT SET: 12.12.05 WnPWINr,nPAVANrc _ St T TYPICAL NOTES ADDITION EXISTING HOUSE TR ERT SUCTURAL ENGINEER OR ARCHITECT SHALL PERFORM FRAMING INSPECTION WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR A WALL PLASTER BOARD/FINISH. CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL A.3 ANEXISTINGD CONSTRRUCT TEMPORARY SMUCNRES/ENCLOSURESCOMPONENTS AND NRIORS DURING OAS MAY BED ARCHITECTS INC. NECESSARY TO INSURE SUCH PROTECTION. k CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS PROPOSED ARCHITECTURE CONSTRUCTION CONDITIONS PRIOR TO OF ANY DESCREPANCIESND DURINGAND/OR CHANGES CONSTRUTHATNWAYD NOTIFY BE ENCOUNTERED. INTEN10R5 PLATININC MATCH EXISTING SHED PITCH .-:.-. .r. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS __.._......_.__...._......................................................................................_. SHORING ETC.TO MAINTAIN ROTECT EXISTING HOUSE AND STRUL RAL 939 MAIN STREET. D1 :; .; 2.5+/-r-2 TEGRITY OF E%ISnNG H SE. EXISTING CHIMNEY PO BOX 343 FY ALL TING VS. OPOSED ..__..._..._.._--.:.._,_-_.__.._.._..._...-..:.:.._.....: .. 4...µ-::... CONDITIONSRPRIOR TO ANDNDURMC CONSTRUCTION STRUCnONSAND MAKE RADJUSIMENTS YARMOUTHPORT, MA 02675 _. ! r T AS NECESSARY TO N PROGRESSES SURE COMPLIANCE WITH DESIGN PARAMETERS ASWOR tel (508) 362-8883 fa 508 362—48 3 EXISTING BRICK CHIMNEY .......... El COMPLETELY COVE SHALLOW ,i - :i ARCHITECTURAL % rxMRDNNEctxow 8 T "" ASPHALT SHINGLES PITCHED ROOFS w/q 1 LAYER .1 .I. r ICE&WATER BARRIER. 1 1%4, 1%10 RAKE BIRDS. ARCH17E�TURAL ! ❑ 12 12 ! I 2 4 I ADD ASPHALT SHINGLES 12� ''I. : �2I .�� I1.. . .:. y, I ITfONS&RENOVATIONS _.... : ..:... ..:_. __. - - '__ _ FOR W.C. SHINGLES 3 - 'FALSE RAKES L EXISTING SECOND FLOOR ...:. __ T !_. ___ _ _ ! _ EXISTING SECOND FLOOR ALIGN NEW W EXIST'G -,....� - / ALIGN NEW W/E%IST'G THE BARATTINI ALUMINUM SEAMLESS „ £ ..... ! ! ..1 ... I I T W.C.SHINGLES GUTTER RESIDENCE CLAP BOARD SIDING -= } o -- Ir !! �. 11 . , i P I 8 SO POSTS - 1__._.. 8"S0.POSTS —_ z:. :�� -._._. ..., .::::.; :..... .",1. _ IT _ T 2 2 4 tCONCOANE --- -- s it. 7 SOSTERVILLLLELMA JJ EXIST_NG_FlR_ST_FLO_OR_ EXISTING FlRS7 FLOOR _ ------------- - - w. .�; ..,.. .., .. ..:, ,�-.:-1., ;.- ALIGN NEW W/E%IST'G &AUGN NEW W/EXIST'G 1%6 P.T. DECKING : : : L ,l F _ _____________________________________ __ _ ______________________•-_ . FRONT ELEVATION LEFT ELEVATION • ALL R004"=1'NG,SIDING, &TRIM DETAILS SHALL MATCH EXISTING, TYP. •ALL RO.4NG SIDING, &TRIM DETAILS SHALL MATCH EXISTING, TYP. SCALE: 1/ -0" SCALE: 1/"=1'-0" THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION EXISTING HOUSE ADDITION S.A U prvu ARAMPCHITECTpsWED STAMP AND SIGNATURE&MARKED AS.PERMIT SET'OR••CONSTRUCTION A 3 DATE ISSUED: 12.12.05 REVISIONS: ..................................................._..........................._.__......_..—.......- ::::::::.-:.-,:--:::::.--:-::::--.::::::::-:-_:::::::::..-:.-:::::::_:._.::,:::::::.::::::::::.:. .. ......!.1......_:.:........_:L..L.......:..._.:..!.................. ARCHITECTURAL .......:........t.............. t.........._._........_._........:...........:..:.........:............_I........_' ASPHALT SHINGLES . .................:._,.:.............._�..i.... i...... O IJ ! 1 1 .. W.C.SHINGLES PERMIT SET 12.12.05 PROGRESS SET __- _..._.. TAD PRICING SET _.._,�_..___._____._L� - .._!.!..._.,.._._...�_._.._..-. �: - :.'......_.:....ER Eg PROGRESS SET ...:......._,........_..._..._.,.._ ......_..........................._..._...._..... ....!..:.........:_:......._:.:._,.,._:.:....._.,.._......__............_....................:.:........, EXISTING_SEC-_E OND R ?-`I?-"`- _____ __ ______ EXISTING SECOND FLOOR -_ FLOO- ---------------- -_--- _-__ �AUGN NEW W/E%IST'G - ALIGN NEW W/E%I5T'G� O µ. HIML --� � L 1%5,1X6 CORNER BIRDS. 7 r EXIST_NG_FlRST FLOOR II T I — I I.i: ! II E%ISTNG FIRST FLOOR REGISTRATION __ --- - ---------- - --------_- __ ---__ ____ ALIGN NEW W/EXIST G .i.>-_......m..�.E..• I - _---__ --_ - _---_ _ / ...,,1.. ...... .S. ALIGN NEW W EXIST'------------- SCALE: 1/4'-1'-0' ' CONTRACTOR SHALL FIELD ADJUST /�ROOF PITCH,AS NECESSARY, TO NSURE 0 1 2 a 8 a,(,TROOM FOLASHINGOBELOWOWINDOWS�OUATE " f. j�d"' UNLESS OTHERWISE NOTED SHEET NO. i-E•-----------------------------------+j_.L, L-- A.2 RIGHT ELEVATION REAR ELEVATION ELEVATIONS •ALL ROOFING. SIDING,&TRIM DETAILS SHALL MATCH EXISTING,T7P. •ALL ROOFNG, SIDING,&TRIM DETAILS SHALL MATCH EXISTING, TYP. SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" TOTAL NUMBER OF SHEETS IN SET: 6 THIS SHEET INVALID UNLESS ACCOMPANIED BY COMPLETE PERMIT SET: 12.12.05 WORKINGDRAWIN S " ERT ASPHALT RIDGE CAP ROLL VENT ARCHITECTS,INC. !+U_ ' AACHITECfURE CONSTRUCTION PL.aunmc RIDGE BOARD (STRUCTURAL SIZES � �rEwoas MAY VARY) 939 MAIN STREET, D1 PO BOX 343 ASPHALT ROOF SHINGLES YARMOUTHPORT, MA 02675 309 FELT PAPER tel (508) 362-8883 5/8"COX PLYWoo fax (508) 362-4883 .:� - wwrnuawlEcrs.Oo1 RAFTER VENT ADDITIONS&RENOVATIONS 240 RAFTERS FOR: i THE BARATTM RESIDENCE O56 CONCORD LANEu,RIDGE VENT DETAIL osTERvLs,Nla 1 1 A.3 .w TYP. ROOF NOTES MATCH EXISTING ROOF PITCH p 21C100161 G. SIDING(SEE ELVS.) :w,C'..:'.'^..' c .%O. "TYVEK"HOUSEWRAP 1X SOFFIT w/ MATCH EXISTING ROOF PITCH _ COR-A-VENT I x 12 1/2"COX PLYWOOD STRIP VENT + �10 2X4®16"O.C. 3 q' _ 1X FASCIA W/ R-13 FIBERGLASS INSUL ` i N in BEDROOM - ALUMINUM GUTTER Z5 3/4"T&G PLYWOOD SUB-FLCCR I% GLUED AND NAILED, TYP 6 MIL.POLY VAPOR BARRIER .. 12 .p G- z :s EXISTING SECOND FLOOR LEVEL ___ 3 2X1�1b '� _ EXISTING SECOND FLOOR LEVEL 1/2'GYP. BOARD ALIGN NEW FINISH FLOOR w EXIST GO.J 8®16.0, ALIGN NEW FINISH FLOOR WrE%1ST G® twEse puns ARE MOTTO ee users FOR PERM.—G OR CONS .TON 2®1 3 4"%3 1 2"LVL PURPOSlS UNLESS STAMPED k 9CNEO / / ALIGN EXISTING&NEW SOFFITS SW AND SIGNAL AR TIECTMAR ED BELOW PARALLEL WALLS ABOVE 1X FRIEZE As•r RMIT SET'OR'• STRUCTON sEr•. A.3 TYP. WALL NOTES 4 DINING MUD DATE ISSUED: 12.12.05 '_`� AO AREA 3/4" TAG PLYWOOD SUB-FLOOR ROOM 8"50.POSTS GLUED AND NAILED TYP P.T.POST REVISIONS: CKING EXISTING FIRST FLR LEVEL __ _ EXISTING(FIRST FUR LEVEL ALIGN NEW FINISH FLOOR W/-EXIST'G .�; z',, t i,•Y g,1/,2+%AWT\.p. 't Y J^;.i„ !� ALIGN NEW FINISH FLOOR W7 EXISTG QF O 2 WX6 P. SILL TYPICAL EXTERIOR WALL DETAIL /SILL SEALER SCALE 1-1/2'—1'-0' 8" POURED CONC. WALL NEW UNFINISHED BASEMENT 12"DIA.SONTOTUSE 5 A.0 ALIGN TOP OF NEW SLAB W/ PERMIT SET 12.12.05 4" CONIC. SLAB —— TOP OF EXISTING BASMENT SLAB PROGRESS SET (BJ EXISTING BASEMENT SLAB LEVEL ______ EXISTING BASEMENT SLAB LEVEL PRICING SET ALIGN NEW SLAB W7 EXIST'G ALIGN NEW SLAB WjE%ISTG® PROGRESS SET 6" COMPACTED FILL / A SEALCTION @DINING AREA/ MUDROOM ASPHALT SHINGLES SCE: 1/4 RAFTER VENT _ ROOF RAFTERS 5/8"COX PLYWOOD SHEATHING 13y FELT PAPER REGISTRATION VENT BAFFLE - • SCALE: 1/4'=1'—O' ALUMINUM DRIP ALUMINUM GUTTER 0 I 2 a 6 1X FASCIA UNLESS OTHERWISE NOTED SHEET NO. PVC SOFFIT VENT - A.3 1X SOFFIT - IX FRIEZE SECTION/DETAILS TOTAL NUMBER OF SHEETS TYP. WALL NOTES IN SET: 6 (PITCHES VARY) O TYPICAL EAVE DETAIL THIS SHEET INVALID SCALE,-,/z'-r O' UNLESS ACCOMPANIED 8Y A COMPLETE SET OF PERMIT SET: 12.12.05 WORKING DRAWINGS A - A.3 ERT - ---------------- ------------------------ ; A ARCHITECTS,INC. ' ' A.3 ARCHITECTURE CONSTRUCTION -------- ------------------- R .. INTKRIONS PLANNING 939 MAIN STREET, D1 _..._ _. .. PO BOX 343 YARMOUTHPORT, MA 02675 tel (508) 362-8883 fax (508) 362-4883 �4RTAROITEOI13100M o 2D1 3 4•%9 1 2-LVL axa POST ADDITIONS&RENOVATIONS I F w �`------------� ®i L-j-------� FOR: I ' QD THE BARATTINI _ _ 0 RESIDENCE NEW 2%1 P.T.LEDGER 0 FASTENED TO EXISTING BOX r'- W/2 ROWS OF TIMBERLOCK _ NEW DROPPED SCREWS®,2.O.C. 2@1 3/4'X9 1/2•LVL BEAM 56 CONCORD LANE --- ---- -- - ------------ ----------=--=----- — o OST-ERVILL m ---- ---- -- - -- --- -------- o R� 5 DL 0 0 X4 POST 201 3/4-X9 1/2•LVL Ll NEW 2X10 P.T.LEDGER 2 8 P T 16" C FASTENED 2 TO NEW W/ RONS OF TIMBERLOCK SCREWS®12'O.C. D�P3�2%18 P.T.GIRT ._.........._._..._.........._..._................................ PED A --- -- --- _ ----_ ---------- A.3 TIFSE PLANS ARE HOT TO SE USED ;`O•I i• A FOR OR PEICH RMITTING STAMPED&SIGNEDO, MGlNAL STAMP AND 9GNAWRE AITEC Y RKED AS"PERMIT SET"OR'CONSTRUCTION SET'. A.3 ____ ___ ___ ___ ___ ___ ______ ___ ___ _ DATE ISSUED: 12.12.05 REVISIONS: 2 i 16" C. .+. 1X8 NAILER f NOTE: F N•:;:.:y£ v FRAMING PLANS ARE CONCEPTUAL IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT FINAL STRUCTURAL DESIGN AND CONSTRUCTION ADDRESSES ALL LOADS AND IS IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE. ,.. MICROLLAM LVL PARALLAM PS- FPERMIT SET 12.12.05 OR TIMBERSTRAND LSL PROGRESS SET PRICING SET PROGRESS SET TIMBERSTRAND LSL RIM BOARD TOP FLANGE HANGER FACE MOUNT 2X 1 ••0 TYPICAL LVL/GLULAM BOLTING/NAILING HANGER FOR INFORMATION ON LATERAL MULTI 1 3/4•BEAMS LOAD CAPACITIES REFER TO CURRENT TIMBERSTRAND LSL RIM BOARD LITERATURE Y z PCDEs o-. z ROWS of Leo RARs•Ir o.c 2X1 RI GE OR 13/4•MI M LVL MAY ALSO WEB STIFFENERS ARE REWIRED y BE USED AS RIM BOARD IF THE SIDES OF THE HANGER DO NOT LATERALLY SUPPORT THE TRI ❑ REGISTRATION TYPICAL DETAIL®EXTERIOR WALLS JOIST TOP FLANGE AND PER CURRENT TRUS JdST MACMIUAN UTERANRE BACKER BLOCK: INSTALL TIGHT TO TOP FLANGE(TIGHTTYPICAL DETAIL OF FLU$H FRAME R PELE4 [C2, o-a• :Rows aF Irr aAY ROLrs•Iz•ac SCALE: I/4•=1'-0' TO Bo FLANGE WITH FACE MOUNT HANGERS).ATTACH ET IL OF LAM N1TIi 10-100(3•)BOX NAILS,CLINCHED WHEN POSSIBLE _ T 0 1 2 a 6 LOAD BEARING OR SHEAR WALL ABOVE AA�l (MUST STACK OVER WALL BELOW) UNLESS OTHERWISE NOTED BLOCKING PANEL ❑ SHEET NO. X , ,.D. A.4 ------------------------------ BOX ti FRAMING PLANSRUL . N BLOCK:NAIL WITH N POSSIBLE. (LE. NAILS,LUNCHED WHEN POSSIBLE. TOTAL NUMBER OF SHEETS SOU 4X6 UNLESS OTHERMISE NOTED.BE IN SET: USE IO-I60(]1/2")BO%NAILS FROMALL POSTS IN EACH SIDE WITH TJI PRO 550 JOISTS. "-- - A ALL POSTS IN INTERIOR WALLS SHALL BE 6 •WITH TOP FLANGE HANGERS,BACKER SOLID 4X4 UNLESS OTHERWISE NOTED. BLOCK REQUIRED ONLY WHEN HANGER WEB STIFFENERS REWIRED A 3 ALL EXTERIOR DOOR A WINDOW HEADERS SHALL THIS SHEET INVALID LOAD EXCEEDS 250 POUNDS EACH 510E AT B1W BE 2WX10 W TlEW/2 CDX FLITCH PLATES UNLESS oTHERYASE NOOTED. UNLESS ACCOMPANIED BY TYPICAL DETAIL L LOAD Ll A COMPLETE SET OF TYPICAL DETAIL ®INTERSECTION OF BEARING WALLS PERMIT SET: 12.12.05 WORKING DRAWINGS DOUBLE MEMBERS - - ' _ l PL AN T YPICAL PROFIL E 'N NOT TO SCALE rL,SCALE _ 20 F_L 54.5 . /8 STD. L T. WGT. C.I. MH COVER \ i IzZ 4„C.1. PIPE 4"BIT. FIBER PIPE TIGHT JOINTS ourtEr L - _ O O TO FIRST ✓oINL FLOW LINE --� - - - - ;,7— O r OWEL LING 5p �!o /D 5 p 49 /4 - J C.I. TEE 4') 049 j C.I. TEE STANDARD PRECAST L4�.�17� 4 ( L I� E I z s, t�' ' ---. . �_ CONCRETE oo GALLON ' SEPTIC TANK ' 5 B„ DISTRIBUTION BOX TO BE INSTALLED ON , I LEVEL , STABLE BASE. f SEPTIC TANK +!' TO BE INSTALLED ON LEVEL , STABLE BASE tz E 5 E ie V E A Iz EA 5 T D" P!z EGA57-LoMC- loo�a C C-xP LI-AC1-i BAS1k1 ' i\ 2"- //8" TO 1/2" WASHED PEA STONE e L EA L 5, G PI T STD. P z a.A 5T ,o ti1C. - ALL AROUND FREE OF IRONS, FINES BASE TO BE LEVEL IooO I+AL, bEPT!G TA j 4 - -_.._. AND DUST IN PLACE BRICK 8 MORTAR COURES 314 TO l I/2' WASHED CRUSHED AS R£OU/RED TD BRING STONE ALL AROUND FREE OF "COVER TO GRADE. 24 C.!. MH COVER .;, IRONS, FINES AND DUST IN PLACE. AND FRAME l f 15r '}'a�� • s rl' -.��- , lei �u re�r,r 4" LEACHING PIT SECTION 8 FLOW — l9 — LINE - -- - -- INLET - -- --- - IPE ' s I CONCRETE TO BE 4000 PSI 28 DAYS ~ 2. REINFORCED WITH 6' x 6' N0. 6 GA. W.W.M. ,. ' 5Qy,4 T 3. 2 AND 4 SECTIONS ARE AVAILABLE FOR GREATER DEPTH REQUIREMENTS. - 0-✓ WITH 4-I/8" 4• NUMBER OF PITS REQUIRED / OPENING x•� q ,� Sz r_ _ UrER DIAMETER 8 NOTE EXCAVATE 0 ELEVATION L A 'i, Kl rr P 314"INSIDE DIAMETER VAT T 4/• 5 OR LOWER E R S - 3 REQUIRED TO REMOVE ALL LOAM AND CLAY BENEATH Prop 3 >31e 1Tu.l� >�, .f Z � PIT. REPLACE EXCAVATED MATERIAL WITH CLEAN t GRAVEL TO DESIGNED GRADE . EL, 4-5.5 MIN. EFFECTIVE DIAMETER ! ILOT I �� 5. ( (NOT TO EXCEED 3 TIMES EFFECT/VE OEPTH) Zo - t- \ ZGYh�3 c ' - � .�.�• WATER TA8L E ,t/oti/E 1 f .., , ♦bra � � 4 �1 � � � 1 SOIL AND PERC. DATA GENERAL NOTES STr� PERC. RATE MIN. /IN . NO HEAVY EQUIPMENT TO RUN OVER SYSTEM. t5' SEPTIC TANK, DISTRIBUTION BOX , LEACHING PITS TO BE STANDARD ` •. " . f t TEST BY: A / �1 �/ D.t PT1 j E Sys �___- PRECAST REINFORCED CONCRETE UNITS. t?.✓�nT - WITNESSED BY: A4 LlP_':rAY f3 h. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE TO REVISED TITLE 5 OF THE STATE ENVIRONMENTAL CODE , TEST PIT GR. EL.: 53 5 DATE 3 S i MINIMUM REQUIREMENTS FOR THE SUBSUFACE DISPOSAL OF C2 I C U t2 D L ! TEST PIT N0. I TEST PIT N0. 2 9C W t ID SANITARY SEWAGE EFFECTIVE I JULY 1977. p" T ! �r 0" ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE J BOARD OF HEALTH. - 5p AT COMPLETION OF CONSTRUCTION , PRIOR TO BACKFILLING, THE • E�' ='A v Q ! BOARD E OF HEALTH SHALL BE NOTIFIED FOR INSPECTION. p . Y s PITCH ALL SEWER LINES 1/4" / FT. UNLESS INDICATED # " OTHERWISE. F ✓�C:"ATE DESIGN DATA BEDROOMS 3 DISPOSAL EST. TOTAL DAILY EFF• GALS, L EGEND .- SEPTIC TANK woa GAL . SIDEWALL AREA GAL./SQ. FT. A BOTTOM AREA o,83 -GAL./SQ. SEWAGE DISPOSAL SYSTEM O .xoO EXISTING GRADE LEACHING REQUIRED /��}..-.�=- -SO FT.T. (Z L o. o FINISHED GRADE ACTUAL LEACHING AREA Z`�8 3 SQ.FT. FOR ZONE: ----- o � f T C INVERT ELEVATION tr '"�jt.C���'�� ��•.+•'� �''° _� li' � k' yy'l C.._t_� �•-I C-T--+ DOMESTIC WATER SOURCE ` A - L_—_ LO7" Z� Go�G�✓cGl ----- PROPERTY LINE PLAN REFERENCE : ------- --- SCALE! AS INDICATED DATE : I z 2 f t ~ MEAN HIGH WATER BF_NCH MARK (DATUM AS�uM E C 50G + ,v7 t � �-� MARSHY '` WM. M WARWICK & ASSOCIATES BOX 80/ - NORTH FALMOUTH e. MASSACHUSETTS 02556 NOTES SYSTEM PROFILE MALL ARKED WIITTHCOMPONE14S SHALL MAGNETICTTAPE OR BE 1. DATUM IS ASSUMED ear (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 2. MUNICIPAL WATER IS EXISTING ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE z 2" PEASTONE OR GEOTEXTILE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. \ TOP FOUND. EL 56.53' FILTER FABRIC OVER STONE 4. DESIGN LOADING FOR ALL PROPOSED PRECAST a MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 60.3' UNITS TO BE AASHO H-JAI Locus t PRECAST H-10 NOTE: MIN. WALL THICKNESS 2" BLOCKS OR concord Ln RISERS CM) PRECAST RISERS 31 5. PIPE JOINTS TO BE MADE WATERTIGHT. 58.5' 4"0SCH40 PVC MORTAR ALL INVERT IN 56.47' t PIPES LEVEL 1ST 2' �4, COMPONENTS 4. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE ;. ENDS SIDES 57.3' WITH 310 CMR 15.000 (TITLE 5.) 10" TEE , ®®®® ®®®® ®®®®- ®®® )°°°°°°°° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND Route 28 TEE 57.06 * 6" MIN. SUMP °°°° ®®®®®®®®®®® ®®®®®®®®®®® 0 0 0,O O O O O O O° 0 0 0 GpC-0 0000 ;moo°o°o°o ®®®®®®®® ®® ®®®�i,®®®®®® ' °°°°°°° OTHER PURPOSE. EXISTING GAS BAFFLE o�o„o 0 0_ 12" MIN. INT. DIM. 0000°o NOT TO BE USED FOR LOT LINE STAKING OR ANY r SEPTIC TANK** O ° O O ®®®®®®®®�®® ®®®LEI®®®®®®� ,°° ° O°° \�a o oo° o°° ° o°o°°° , 56.74 56. 7 ° ° 54.47 ./� o Sti �o WATERTEST D'BOX 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. y �e o FOR LEVELNESS H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUALa ��5ti5 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (2) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR ALL AROUND PRECAST STRUCTURES CONCEALED WITHOUT INSPECTION BY BOARD OF 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' HEALTH AND PERMISSION OBTAINED FROM BOARD o COMPACTION. (15.221 [2]) OF HEALTH. Sri ( 1 % SLOPE) ( 1 % SLOPE) 10. CONTRACTOR SHALL BE RESPONSIBLE FOR EXIST. LEACHING CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP FOUNDATION- SEPTIC TANK 30' D' BOX 12' FACILITY 49.3' BOTTOM TH-1 VERIFYING THE LOCATION OF ALL UNDERGROUND & NO GROUNDWATER FOUND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF NOT TO SCALE WORK. *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT 11. ANY UNSUITABLE MATERIAL ENCOUNTERED ASSESSORS MAP 122 PARCEL 109 UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 1000 GALLONS AND ITS SUITABILITY FOR RE-USE. REPLACE SHALL BE REMOVED 5' BENEATH AND AROUND THE PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE PROPOSED LEACHING FACILITY. CONDITIONS IF NOT SUITABLE \ \ 12. EXISTING LEACHING FACILITY SHALL BE PUMPED \ \ AND REMOVED OR PUMPED AND FILLED WITH CLEAN I LEGEND \\ , SAND. 99_ EXISTING CONTOUR X 99 t EXIST. SPOT ELEV. \ \ PROPOSED CONTOUR \ \ [98.4 8.75 \ \ SYSTEM DESIGN: PROPOSED SPOT EL. EXI \ \ TH 1 x 9 60.01 \ \ GARBAGE DISPOSER IS NOT ALLOWED TEST HOLE TIo 1 ELECTRIC TRANSMISSION \ 0 '� EXISTIN ELECTRIC N�,� LINE I THIS AREA "� 'HED \ LINE EASEMENT �\ EXISTING 3 BEDROOM DWELLING 2Z; SLOPE OF GROUND 69 o 59.88 \ \ COL) UTILITY POLE 8. �� 1�,��, � � \ DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD �.20 60.00 \ \ USE A 330 GPD DESIGN FLOW by FIRE FIRE HYDRANT ,,,� 41/ ® P� W NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING .87�G� I H2 go 1 6 o BENCH MARK - TOP OF \ SEPTIC TANK: 330 GPD (2) = 660 FOUNDATION HERE \ USE EXISTING 1000 GAL. SEPTIC TANK** TEST HOLE LOGS 59.31 I TH1 \ ELEVATION = 60.8 \\ LEACHING: 58.83 0�' 9. 2 I x 60.54 \\ \ SIDES: 2 (25 + 12.83) 2 (.74) 112 GPD = LOT ENGINEER: DANIEL E. GONSALVES, SE #13587 20,024f OS.F. 8. x 20 `�--- 6 BOTTOM 25 x 12.83 (.74) = 237 GPD WITNESS: DONNA MIORANDI, RS ABOVE 58.5 \ �. \ TOTAL: 472 S.F. 349 GPD GROUND DATE: 3/16/15 POOL 9.63 58.51 \ X so.5 \ \ USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) PERC. RATE _ < 2 MIN/INCH 58.32 � x� 48 (0 \\ WITH 4' STONE ALL AROUND \ CLASS I SOILS P# 14642 59.34 59 30.22 \ \\ ELEV. 4 ELEV. STONE - 59 o6 I \\ \\ 0- 1 60.3' p" 60.3' BBo DECK 9 \ M)A 59.27 L 1 APPROVED DATE BOARD OF HEALTH Q \ LS � s077 60t LS EXISTING DWELLING 10YR 3/2 10YR 3/2 TOP OF FOUNDATION TITLE 5 SITE PLAN \ /GF \\ /' \ 6pp B $9' 60.32 0.01 x 60.18 OF B EL. 60.8 \\ c \\ //' � � i LS LS o c \ \\ 56 CONCORD LANE 22„ 10YR 4/4 58 5' 24» 10YR 4/4 58 3' ,57. 59.58 S � 9.47 \\ MARSTON MILLS, MA $8 Zj v � PREPARED FOR 9 57 0 3 C C \ 4 BORTOLOTTI CONSTRUCTION/" PERC �`1?v M/CS M/CS 9no \ BARATTINI v w a \ �'pXL wr o \/' O� \ ( -Z�A C- 3 DATE: MARCH 19, 2015 2.5Y 6/4 2.5Y 6/4 Fx 57. 3 // x 58.08 CF gSsgC Fp�tµOFMgsS9 off 508-362-4541 ` c DANIEL oy I fax 508-362-9880 DANt DANIEL N. yGN �° DANIELA. �s A o OJALA A. A downcape.com OJ i L CIVf_ �' " CIVIL a OJALA OJALA „ / No.46 02 No.46502 e No.40980 No,40980 down cope engineering, /dC. 132 49.3 132 49.3 p o �� o �o �0 �� �P Scale: 1"= 20' Sc/sTe N�a`` �FSS,c L �� �gyFsgsv °� ff: �q fir ss�o� civil engineers NO GROUNDWATER ENCOUNTERED X 57.26 �j. �SURVE ° land Surveyors i ' , 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 DCE # 15-039 0 10 20 30 40 50 FEET X56.75 BORT-BARATTINLDWG r T I � _ I