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HomeMy WebLinkAbout0320 CARRIAGE LANE - Health x s 'd K tn� grit' dl c, �,h�v n�P z�CtSr& �e � 320�Crr�iage��Lane � f� � �w;r A s l29Vi . Q29 h h TOWN OF BARNSTABLE LOCATION �off® ���@�\8� � SEWAGE# ,to — q-71 VILLAGE 31 A"57p4 ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO.Cd Ac'ewtoG oUb- e SEPTIC TANK CAPACITY ( fib 0 o CA&_(_0gC LEACHING FACILITY.(type) 2) loo GAL C(AMeMS (size) �- NO.OF BEDROOMS 3 OWNER C LAvaC C� OokoTg\( bOMcnJ+ <i4a_.C-i PERMIT DATE: i"l.;-p lc" (1' COMPLIANCE DATE: I a'="39-D-0(9 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility PIA, Feet Private Water Supply Well and Leaching Facility(If any wells exist on ° site or within 200 feet of leachingfacility) N:� ' Feet ty) Edge of Wetland and Leaching Facility(If any wetlands exist within "E''` 300 feet of leaching facility) �! Feet _ FURNISHED BY CAPE L06 �04�5 T �sNL�c� AlxC 33a� 1 I �: 4- No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes —�L PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 4phration for MispoSal *pstrm Construction permit Application fora Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) []Complete System ❑Individual Components Location Address or Lot No. 3a© CAZ9AG[-L-- LA10E Owner's Narpe,Address,and Tel.No. i G c•avac� a a`ko-t*N DOKC—K)Icf4 i't_L.r Assessor's Map/Parcel `,Zq7 - 33k0 e— 4MI 6iWir S'z&cA:: Installer's Name, ddress,and Te.No. 50Z_4--n—�Z-j'j Designer's Name,Address,and Tel.NoSOS—X'l 36— 3-r7 (2.o.gwaa F6 ooiL C---) :'C_ e0EW04 3".Wc Type of Building: ,I Dwelling No.of Bedrooms J Lot Size 491 (j-r sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33ep gpd Design flow provided 6� q �{- gpd Plan Date I DL—(p — ZrJ (a( Number of sheets + Revision Date Title c3 aCo L Size of Septic Tank t 14�nu�--j=�y Type of S.A.S.C:2) 5-an 6-4""x) Description of Soil _ ) Nature of Repairs or Alterations(Answer when applicable) U 5€ C—�U 6ML &JC= I 1 oz2,�> d7fg_� SePTt L,-%*Q k_ Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in a 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 Hpalth. Sign Date ` —16® C� Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued F Fee jr THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS es Y. 21pplication for Vsposal *pdrm Construction Vrrmit Application for a Permit to Construct Repair(x Upgrade Abandon ❑Complete System Individual Components Location Address or Lot No. 32o CAz?jAr--xe c..a,JE. Owner's Name,Address,and Tel.No. , Assessor's Map/Parcel �jAPJJ� Ct Av a ` 0137W'r 1y Uc� �+J/cH L'e.�t —14 Installer's Name,Address,and Te.No. Designer's Name,Address and Tel.No. 50�-�'��—h'8't? gn Sod— -1 _Z7 Type of Building: Dwelling No.of Bedrooms _ Lot Size L t sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures r. . Design Flow(min.required) 330 gpd Design flow provided �� gpd Plan Date �� , �Number of sheets Revision Date Title 3 , / ,fin)r— Size of Septic Tank Type of S.A.S. 4 e, 4-r Description of Soil AI LiZIDI( M :!ro = FW& a n q_v.p —�� f . Nature of Repairs or Alterations(Answer when applicable) U5E � _ cg+,, , !E;eM�� 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 Board of Health. Signed Date Applicarion Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued ' 1 --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate Of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(k) Upgraded( ) Abandoned( )by dAPe-v►t 8c-�'E'—�r�' A 0 at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. --Z dated Installer( �e�p � Designer #bedrooms Approved design flow gpd The issuance of this p rmit s all not be construed as a guarantee that the system will nc'o as designe,. Date Inspector -------------------------------------------- --------------------------------------------- Z----------------------------------------- No. � / Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Nsposal 6pstettt CDtteitruction permit Permission is hereby granted to Construct( ) Repair( Upgrade( ) Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this pe it. Date /� / 9 Approved by Town of Barnstable Regulatory Services Richard V. Scali Interim Director snRrts BU& ! ' 9�A Public Health Division ? " Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 r Office: 508-862-4644 Fax: 508-790-6304 ' Ot Installer&Designer Certification Form Date: {2-0-19 Sewage Permit# q 71 Assessor's Map\Parcel 117 I,�9 Designer: 3 C- En5mee;test' 'T cl P;-d _���C:.. Installer: Address: 2$5`f C-(-4.ib z;ry �t6y,ww Address: 1-53 Cc�,n,m e. C i v l S•}f�,C.f' Ecisk WoCdAftaatnl HA 62_38 p=t', 4(1k 62. (c11 On Coee,,;u1e, &M4e(tWS was issued a permit to install a (date) (installer) septic system at 32 Carr Ca 5e Larl e- based on a design drawn by (address) 5 C C�e�ihrrrct�n 0 C. . dated Peeembzr 10 , sty (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. 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 construc nce with the terms •of the IAA approval letters(if applicable) 4�ow\�P`�N `'ss9Oti JOHN L CHUR ILL IL (In talle ' Signat ) o N .41 7 esigner's Signat (Affix igne s St mp Here) PL ASE RETU TO BARNSTABLE PUBLIC HE H D S N. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOT S FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. QASeptic\Designer Certification Form Rev 8-14-13.doc CARRIAGE LANE 4-160.0d &P SEPTIC FROM ASBUILT TANK �_ ON FILE AT THE TOWN 0 o HEALTH DEPARTMENT BUILDER TO CONFIRM EX 41 D WELUN _-- Ar�9g PROP. DEX ADDITION N_ MBLU 297-29 320 CARRIAGE LANE W. BARNSTABLE, MA L=296.01 ' MID CAPE HIGHWAY CER TIFIED PL 0 T PLAN DOMENCELLI RESIDENCE I CERTIFY THAT THE IMPROVEMENTS SHON7V �.�� of MASS 320 CARRIAGE LANE � HAVE BEEN LOCATED BY A FIELD SURVEY. W. BARNSTABLE, MA��P 9c o? 9G DATE: OCT. 21, 2016 DRAWN: RBS ROBB �, JOB #: S272 c SYKES ; SCALE: 1"=50' DWG. CPP No. 35418 H EASTBOUND LAND SURVEYING, INC. �si,N s S P.O. BOX 442 ROB SYKES, IS. DATE FORESTDALE, MA 02644 508-477-4511 TOWN OF BARNSTABLE o LOCATIONI� �� e �SEWAGE #Fg VILLAGE ASSESSOR'S MAP & LOT9 cl? INSTALLER'S NAME & PHONE NO.��L/��,p 7,7oP OS-70 SEPTIC TANK CAPACITY/ LEACHING FACILITY:(type)--/ /, (size) NO. OF BEDROOMS 3 PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER / X Ge DATE.PERMIT ISSUED: DATE .-COZIPLIANCE ISSUED: 3 -'�- VARIANCE GRANTED: Yes No i t=�d IT a1 3 No." :_L z7 > Fw3............. .._. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF EA TH . Appliration for Disposal Works strurtion rrmd Application is hereby a for a Permit onstruct ( or Repair ( ) an Individual Sewage Disposal Sys .. _ �1.... .. . -: --------------- ----- - .... ... -` ---•--------•---------------------------- _-__ .. .. ...--- . - Location-A es or Lot No. .... .....•..... -•--•---.........••••................._... ......•. .... -------------------------------- O�yger p :T\ ��^ Address W �.. �.. � �Y C J . Installer Address dType of Building Size Lot.' . ..�� __ ...Sq: feet U Dwelling—No. of Bedrooms_ .... ............................Expansion Attic ( ) Garrbage Grinder Aeb Other—Type of Building .. .��--___-...... No. of persons............................ Showers ( ) — Cafeteria ( ) Otherrfix4tre—s ....................••------•--•---••-••-•-••---••----.•-••••-•------••---•--...------•------•••••._......••----•--•--•-••-•---•-•••--.._...........-- W Design Flow........ j.. ..........................gallons per perso day. Total ldaily� .... �_0..................... Ions. WSeptic Tank—Liquid'capacit/�0gallons Length:,'..--...... Width.15..J_..... Diameter................ Depth...•---......... x Disposal Trench—No. .................. Width.................... Total Length.........-........_ Total leaching area............ __sq. ft. Seepage Pit No Vet'-_ D' eter..../..Q......... Depth below inlet...... Total leaching area.:: al._�•.sq. ft. Z Other Distribution box ( DosinLytank ( Percolation Test Results Performed by. . 2.42AIVI...............................•........ Date.....7,1/_..1�In-------- 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........................ ------••---•---•----•--.....-----•--.....---•----••.............•-••--•--•--.........--•--.........................-•------------•-•-..............-•-•------ 0 Description of Soil........................................................................................................................................................................ U ---------------- •.......... .. W ..........--•••-....------•--•-----••--••-----•••••---------•----•---•---•-••---••---•-•-••--••-------•••------•-•---•----------•-••--•-----•--------••••--••-•-••......................•-•--•---••••--- VNature 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 TITi U 5 of the State Sanita od The undedof further agrees not to place the system in operation until,a Certificate of Compliance has be s d y thehealth. ed�� .. ... ° .................................................. ate........_..._ Application Approved B ..... 5........ . --••-•----•----•---------------- . . �...... ............. Date Application Disapproved for the f oll in real s:•...............••--•---••----••-•••---••---..........._--------•---•-----•••--.......-----•----..........--•-- ...........................................................6... .. .. ............................................................................................................................ Date PermitNo........ - ..... --_.... Issued...............................................••-----•- Fss.........1. .,fir- _c7 THE COMMONWEALTH OF MASSACHUSETTS �- - BOARD OF HEA TH Appfiration for'Disposal Works Tonstrurtion ramit Application is hereby made for a Permit Construct (� or Repair ( ) an Individual Sewage Disposal Sys t J ,-� /Location-Address or Lot No. y Owner. ...-Address W ��ca� �3 ►��Q Installer Address d Type of Building Size Lot_' ....�n�--� Sq. feet Dwelling—No. of Bedrooms_ ..____________________________Expansion Attic ( ) Garbage Grinder ,(.e/ 'k Other—Type of Building /wiz No. of persons____________________________ Showers — Cafeteria Otherfixtlares .:.................••--••.----_.... _...................................................................--7 W Design Flow.......... S___________________________gallons per persoV-- er day. Total daily,&tw...... _ ........................gallons. WSeptic Tank—Liquid capacity! gallons Length,3=_ .____ Width __ ____. Diameter________________ Depth..y....... x Disposal Trench—No_____________________ Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No...,-*.?�f R__ Diameter....AQ.......... Depth below inlet.....!....:...... Total leaching area...-:!LKZ...sq. ft. Z Other Distribution box Dosing,tank ( ) ~' Percolation Test Results Performed by..f,..::........ _.?._IAI__._.._.__....___......_....__........ Date..... �!_�,�-�'_�.....___. 4 Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ •---- --------------------------•--••----•-••---••--•------------.............---...------.........--------•------- ................................ 0 Description of Soil________________________ A' x -----------•..................................•-•------------•-----------------------------•-----•-•--•--•-•---•--•-�- -- ---------- V ___---•--•-•-------------•---------------•----------------_______----••---------•-- _,_--•--------------•---------------•-- = 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 TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation unt' a Certifi e�-ouf Compliance has been issued by the board of health. r' W ��Signed -----------------•- ;--•--------nace --____------ A lication A roved B jj.1.{._ Da Application Disapproved for the following reasons:.............................................................................................................. ......_..-•----------•------------------•-•-----•---•---•--•---....__........----•--...._......---._._....---------.._._..-------------------------•---------------------..____...•--•-----------••------ Date Permit No.---- ----E= 7 .».. Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD �OF HEAL,•TH o,.`........... .............._....:..................... Tntif iratr of Tlamlifiana THIS IS TO CERTIFY That the Individual Sewage Disposaj_§jstemlconstrj`ed or Repaired ( ) by •-•/_--- :",. - �_ r--------------- Installer has been`installed in accordance with the provisions of TITL-E 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.-' 6'lA_t_s__2- -•-••._ date( ------ -------------- .............. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A � RANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.----•----•-•-•--.�1-_:'.14a ---•--•-•-•--------•------------- Inspect or...• ----•- ,e.+ '-"' .................................. Z� — THE COMMONWEALTH OF MASSACHUSETTS Olt- BOARD OF HEALTH N .. .'- ...:.. ................OF.......: FEE Disposal Works Tonstrudi.on ramit Permission is hereby grant e - �i�exy .. -- -• -•--•-- --•--........................Vvr\ o �.... ........»._.. to Construct ( ) or Repair ( ) an Indivl age Disposal System at N i = t �r�'fi( 1 G��.•- ✓1 ��1/ Street as shown on the application for Disposal Works Construction Permits. o..................... Dated.......................................... � 7.3 7 ^► /� �� C_ 4 oar Health ` Zw — DATE............. .............................................. - FORM 1255 A. M. SULKIN, INC., BOSTON - TOP OF FOUNDATION Fnl, 6R. ':. t• CO?dCRF ;OVER •.` CONCRETE COVERS 4' CAST IRONMAX I2" Ir OR SCHEDULE.40 12'MAX. "`�°� .• P.V.C. PIPE ' 4SCHEDULE 40 PV,C.(ONLY) PITCH 1/4"PER.F4 PIPE - MIN:' LEACH ..,two wl PITCH 1/4 PER.FT e.' ,• INVERT PIT PRECAS. •'• LEACHIN SEPTIC TANK IfJVERT INVERT a.; PIT OR . • ' INVERT DIS t EL! > EOUIv '•' EL.I.Xy(... / I�..... GAL, INVERT .•' INVERT w W 3/4"TO 1 I WASHEt /O w STONE o ••.• /fl ' DIA y PROFILE OF t✓a GROUND WATER TABLE SEWAGE. DISPOSAL SYSTEM NO SCALE 7� OIL LOG T WITNESSED BY : DATE . 5�..... TIME.. ... . . ... . . /•t.,�J . . . BOARD OF HEALTH TEST HOLE I TEST HOLE 2 ELE.V.. .el/O.. ... . EIEV. .�/�'a. . . . . . . . . . . . ENGINEER • t DESIGN DATA : NUMBER OF BEDROOMS 3, , 5A//z TOTAL ESTIMATED FLOW . .0/ 3,y�Q, • , GALLONS/DAY As BOTTOM LEACHING AREA ?�, S0.FT. /PIT -�_ SIDE LEACHING AREA /, �,� , ,.:3 /JED SA.y F,t ' -9 0 SO.F T./PIT GARBAGE DISPOSAL . . .4 0. . ,(50% AREA INCREASE) TOTAL LEACHING AREA . . �,��, , SO.FT ._ PERCOLATION RATE MIN/INCH lll4.WATER ENCOUNTERED LEACHING AREA PER PER RATE .. , . ... SO.FT• I NUMBER OF LEA HING PITS D.✓�� , , , , , APPROVED . .. . . . 1 / / _ • • . . BOARD OF HEALTH ?TR• '• 3 !Y�,�s .= 7 1 i \\ 7 DATE. . . . . . . . . To :. AGENT OR INSPECTOR OAL UPPER 9` Jac :y. •f� t—s . . . . .' �'E"ENGINEERIM; N i P.O. BOX 616 w., �A1N s i E. SANDWICH MA 025 � PETITIONER , ► 37 ./1YA�/d✓/s d, o . . 0 362-6281 LOCATION SEWAGE PERMIT NO. ('a ty 7 '7 VILLAGE f - 'FORS MAP NO: R S r:KEL NO: a�z INSTALLER'S NAME & ADDRESS B UILDE R OR OWNER DATE PERMIT.`"'I-SSUED DATE COMPLIANCE ISSUED -� -- .. i . + 'Y fill 3 81�odNV�J AA �, c- ir3 10'6" 10'-6" 131 A TYPICAL EXTERIOR WALL : -MATCH EXISTING HORIZONTAL SIDING K I ® 4 -# 151bs FELT BUILDING PAPER = -- -- I - 1/2 EXTERIOR SHEATHING -2" x 4" STUDS 6 16" O.C. ro SHE 4 -HEADERS /DOUBLE 2"xl2" W/ 1/2" PLY WD -R-13 HIGH DENSITY BATT INSULATION I I -6 mil POLY VAPOR BARRIER' _ - 1/2" BLUE BOARD W/ 1/8" SKIM COAT PLASTER >t -PAINT INTERIOR 3 COATS,EXTERIOR 3 COATS ICAR GARAGE r -FIRE PROOF ALL.WALL PENATRATIONS 1 isL�dECl ., C ARAGE WALL 8 CEILINCa -2"x 6" STUDS WITH ® EATING AREA a TYPICAL FLOOR SYSTEM -BATT INSULATION — — ' -FINISH FLOORING [SEE ROOM FINISH SCHEDULE] 6 mil POLY VB. -3/4" T4 G PLYWOOD SUBFLOOR SCREWED -5/8" F,R.DRYWALL- 4 GLUED TO -2"xl2" FLOOR JOISTS 9 16"O.C. ' ! -2"x12"SOLID BRIDGING 4 SOLID WOOD FIRE BLOCKING DOUBLE FLOOR JOISTS UNDER PARTITIONS 1= 4 EXTERIOR WALLS FARMERS PORCH uvING Room =(BASEMENT FL)R■19 BATT INSULATION 1 ;� DINING Roots -FIRE PROOF ALL FLOOR PENATRATIONS o 1711 0 RANGE xi • NEW FIRst FLOOR PLAN 1.E . WALLS SHOWN AS SOLID ARE EXISTING '4 WALLS SHOWN AS HOLLOW ARE NEW C� * GENERAL CONTRACTOR SHALL VERIFY ALL DMENSIONS PRIOR TO ORDERING MATERIALS 4 STARTING CONSTRUCTION ANY DISCREPANCE&SHALL BE DROUGHT TO OWNERS ATTENTION a' DOMENICNELLI ADDITION , eea�1/8 "1'-O" wuw e• CD CALHOUN °Aam o►R /9B RRVOW A 2 r . NEW FIRST FLOOR PLAN ARCNITECTURAL6 SI SACHEM DRIVE,MOURNE MASS,CrZ32 60S-833-3T06 e r w>r+:r>awMm. ,.. ..,. ,. .:... „ :... .,r ,:. .. �, .,. e: ...•., :...., >*�, ......, v .. .... 'y`x.... ., ,T"lm.: N ,. ... Y1 .a�.Y^rwwan^ .,yww,:.,.�:vY ....:..&: is t'�'• ...... ... ... , ...... ...:4. r G... .... '. v...:—,: .:... ... MIM.:� 54'-Ou u2 1.6 5' 3 i .;t4 .244 r--NEW OWED DORMER BAId- k -4 a ry � DN • np MAATE LBEDA= A Cy VIAv X 5'KNEE WALL - - - 4 5'KNEE WALL 4 KNEE WAL 4 5' WALL * GENERAL CONTRACTOR DmALL VERIFY ALL DIMENRIONR + PRIOR TO ORDERMG MATERIALS B/STARTING OWNERS ATTENTION ANY DIRCREPANCER 9NALL DE DROUGHT t0 OWNERS ATTENTION WALLS SHOWN AS SOLID ARE EXIS7IN@ �■�■� DOMENICHELLI ADDITION WALLS SHOWN AS HOLLOW ARE NEW O �s, erg VB•1'-O" mAmer CD CALNOUN ° Mo, _ 3 wiE B/9B ^� NEW SECOND FLOOR PLAN ARGH•ITEGTURAL5 u RI RACEEM DRIVE,BOURNE MARK, 02992 906-RR3-9tpb .-.... :... 7. 5`1 • . - �x ' x x _ > s w r 4 „ a, N r 14u II I u I I f f t. y t. l 2 � II I s>, a. t I V a WT V IIIQWAW .. \. ,.. xa." r v < n < > < , a > 3. ale. .._ .., ,. .. ,..-_» ». ._... .. ;a... .;. >..... ly sY ,,'Vllf a f B€£er ut t. z �I L, ISI� Ik .•31 Y £1 y g , \ a a t I I r 4�•. t „ x. = 1 '' R e. VI, x x. e �, - x•-rt hR.. 3 ..�,\x. >J:( •,..."':. `n`.� .a.� 2.ax,- .:F.e, xa.' '.:."\x .�•.ZY,.. .:\v ,.n -z� .\ > Cs H e z- n.. n .. ...„1„ .. „,pro >. •.. .. ,.. /,. i.. k.: �,i'. :. I W,Y � '. aa• +� aka'.. ' \ 3G a fzm S� z n a , x. I a� h• s t �a s` ,t. t i < S 3 �� � \ ��� •.:�---: � '�� ""�,�a �- ��a va,\a \�� m�''o.. � '„air I GENERAL NOTES: NOTE: 5 CA LE: I DWG. N 0. : Cape CAD Des n PROP05ED ADDITION fOR : DESIG I . SOME OF THE MEASUREMENTS ARE APPROXIMATE THE SHOWN ARE THE SOLE PROPERTY OF CONTRACTOR 15 TO VERIFY EXISTING CONDITIONS THE DESIGNER AND CANNOT BE COPIED, 1 /4 — 1 AND DIMENSIONS IN THE FIELD PRIOR TO START OF REPRODUCED AND/OR ALTERED, USED FOR PERMIT . O . BOX 60G DOROTHY DOMENICHELLI WORK. AND FILING WITHOUT THE EXPRESS WRITTEN . 2. ALL WORK SHALL CONFORM TO THE CONSENT OF THE DESIGNER, PATRICK RIMINGTON. MASSACHUSETTS STATE BUILDING CODE (LATEST DATE: EDITION) AND ALL OTHER APPLICABLE CODES. 3. ANY DISCREPANCIES, ERRORS AND/OR OMISSIONS 091181201 6 MAR5TON5 MILLS 320 CARRIAGE LANE IN THE NOTES, SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO COMMENCEMENT OF Approved CONSTRUCTION. PROCEEDING WITH CONSTRUCTION CONSTITUTES ACCEPTANCE OF THESE DOCUMENTS for filing REV: 506 280 7 0 7 4 B A R N S TA B L E M A AND ANY DISCREPANCIES, ERRORS AND/OR � OMISSIONS BECOME THE RESPONSIBILITY OF THE 00/00/0000 BUILDING CONTRACTOR Patrick PLAN _ Rimington I i; I MAIN HOUSE MAIN HOUSE 5' 6'-4" 'I CO 1 �I N CONSTRUCTION NOTES: - EXISTING 2ND FLOOR CEILING HEIGHT=91" - EXISTING GARAGE CEILING HEIGHT= 114 c I I d- 2'-8" EXISTING CHASE - - ' 8" I I, CV M °D REMOVE WINDOWS N I - co d.l I I I GARAGE - N N ROOM N T I U ABOVE - GARAGE I p _ I rt I I f'► �I T EXISTING KNEE WALL REMOVE WINDOW — I I CV CV I ------------------ II 2'-8" 8'-11" 2'-8" 6'-1" 7-10" 2'-4' 5'-6" .... ..... ..... ....... ....... - T - - - - - 14'-3" - - EXISTING 1ST FLOOR EXISTING............ ... .... .2ND FLOOR................. . ......................... . ............. GENERAL NOTES: NOTE: SCALE: D\A/G , N I O , : Cape CAD De5lojn FROPOSED ADDITION fOR • I . SOME OF T15 MEASUREMENTS ARE APPROXIMATE THE PLANS ER AN ARE NO SOLE PROPERTY OFV V I VCONTRACTOR IS TO VERIFY EXISTING CONDITIONS THE DESIGNER AND CANNOT BE COPIED, I /L�-AND DIMENSIONS IN THE FIELD PRIOR TO START OF REPRODUCED AND/OR ALTERED, USED FOR PERMIT WORK. AND/OR FILING WITHOUT THE EXPRESS WRITTEN F . O ' BOX 60G DOROTHY DOMENICHELLI 2. ALL WORK SHALL CONFORM TO THE CONSENT OF THE DESIGNER, PATRICK RIMINGTON.MASSACHUSETTS STATE BUILDING CODE (LATEST DATE: EDITION) AND ALL OTHER APPLICABLE CODES.3. ANY DISCREPANCIES, ERRORS AND/OR OMISSIONS 09/ 18/20 I G MAR5TON5 MILLS 320 CARRIAGE LANE TO COMMENCEMENT IN THE NOTES, SHALL BE THE ATTENTION A roved OF THE DESIGNER PRIOR TO COMMENCEMENT OF pp A0 w CONSTRUCTION. PROCEEDING WITH CONSTRUCTION for filing REV: ACCEPTANCE OF THESE DOCUMENTS 5016 260 7 0 7 4 BARI\15TABLf MA AND ANY DISCREPANCIES, ERRORS AND/OR � OMISSIONS BECOME THE RESPONSIBILITY OF THE OO/OO/OOOO BUILDING CONTRACTOR PLAN I LAN Rimington EXISTING EXISTING MAIN HOUSE MAIN HOUSE EXISTING CHASE CONSTRUCTION NOTES: 14' 14' -EXISTING 2ND FLOOR CEILING HEIGHT=91" 10'-6" �� 1 13'-5" - - EXISTING GARAGE CEILING HEIGHT= 114" - - - --."___ _. 4'-3" 6' 3'-10" r - - � - - - - �� - - - PROPOSED 2ND FLOOR CEILING HEIGHT 91" - 2_6" 2 8" -PROPOSED GARAGE CEILING HEIGHT 114" - 2'-6„ -8 L � I N I TRANSOM WINDOW 0o Approx. 6'-0"x2'-0" 00 0 V N N I PROPOSED O EXISTING N N F- EXISTING HOBBY N PROPOSED GARAGE GAME ROOM ROOM ABOVE X GARAGE - w GARAGE � i I ADDITION I EXISTING KNEE WALL N Ni r; ------------------- _ , N N 3'-1" 2'-4" 3'-4" 2'-4" 3'-1" T 2'-9"� 8'-11" � 2'-4" � 2'-8"� 8'-11" �2'-8" 14' - - - - T-10" 2'-4" 5'-6" 28'-3" PROPOSED 1ST FLOOR LEGEND PROPOSED 2ND FLOOR LEGEND _- _ - - - - --------- - EXISTING WALLS _..... __-- __..... ______-_ _.._ EXISTING WALLS NEW WALLS ® NEW WALLS GENERAL NOTES: NOTE: J CA LE: DWG.,V G„ N 0 Cape CAD De,51ojn FROP05ED ADDITION fOR : 15 I . SOME OF T MEASUREMENTS ARE APPROXIMATE THE PLANS SHOWN ARE SOLE PROPERTY OF _ CONTRACTOR IS TO VERIFY EXISTING CONDITIONS THE DESIGNER AND CANNOT BE COPIED, 11411 1_ I AND DIMENSIONS IN THE FIELD PRIOR TO START OF REPRODUCED AND/OR ALTERED, USED FOR PERMIT E30X Q WORK. AND/OR FILING WITHOUT THE EXPRESS WRITTEN P • O • V 0 � DOROTHY DOMENICHELLI 2. ALL WORK SHALL CONFORM TO THE CONSENT OF THE DESIGNER, PATRICK RIMINGTON. �.J MASSACHUSETTS STATE BUILDING CODE (LATEST DATE: EDITION) AND ALL OTHER APPLICABLE CODES. Q MARSITON5LANE 3. ANY DISCREPANCIES, ERRORS AND/OR OMISSIONS 09/ 18/2016 IN THE NOTES, SHALL BE BROUGHT EN THE ATTENTION OF THE DESIGNER PRIOR TO COMMENCEMENT OF Approved A03 CONSTRUCTION. PROCEEDING WITH CONSTRUCTION for filing REV: 2 CONSTITUTES ACCEPTANCE OF THESE DOCUMENTS 506 - 80- 7074 BARNSITABLE , MA AND ANY DISCREPANCIES, ERRORS AND/OR OMISSIONS BECOME THE RESPONSIBILITY OF THE 00/00/0000 BUILDING CONTRACTOR Patrick PLAN Rimington a I, 2 x 10 RAFTER @ 16"o.c. 2x BLOCKING ASPHALT ROOF SHINGLES WITH COBRA VENTING & RIDGE CAP SIMPSON H2.5A 5/8"T&G PLYWOOD SHEATHING HURRICANE CLIPS 2"x10" CEILING JOIST 15#FELT PAPER @ 16"o.c. &WIDE ICE/WATER SHIELD MAIN HOUSE LU210 JOIST HANGER ALUMINUM DRIP EDGE R-38 BATT INSULATION OR 1x8 AZEK FASCIA BOARD OPTIONAL FOAM EQUIVALENT --- -- 1 x8 AZEK SOFFIT BOARD 1 x2' STRAPPING - AZEK BED MOLDING @24" o.c. --- 1x6 AZEK FRIEZE BOARD 1/2"GYPSUM WALL BOARD WITH MINIMUM 8'OF PLASTER / CEDAR SHINGLE SIDING 2"x6"TOP PLATES HOUSE WRAP 2 x 6 WALLS @ 24"o.c. 1/2"PLYWOOD SHEATHING 1/2"GYPSUM WALL BOARD 2"x12" LEDGER BOARD 7777777777 WITH MINIMUM$'OF PLASTER ASPHALT ROOF SHINGLES 2"x6 "BOTTOM PLATE 5/8"T&G PLYWOOD SHEATHING 3/4" PLYWOOD SUBFLOOR 15#FELT PAPER 2"x10" FLOOR JOISTS — &WIDE ICE/WATER SHIELD @ 16"o.c. d1 ALUMINUM DRIP EDGE CONNECT TO EXISTING FOUNDATION (2) 11 $" LVL CONNECTED TO 2"x10"RAFTER REINFORCING WITH#5 REBAR RIM JOIST WITH HU212-2 1x8 AZEK FASCIA BOARD 1"x2" STRAPPING 14' _ _ 55//8"GYPSUM WALL BOARD — 2"x6"TOP PLATES 1'-8" 8'-10" WITH MINIMUM s'"OF PLASTER CEDAR SHINGLE SIDING r _ HOUSE WRAP 2 x 6 WALLS �24"o.c. --------3.6--------------- :. ------ (4)2"x6" STUDS TO ^' SUPPORT LVL'S 1/2"PLYWOOD SHEATHING F---- --------------------------- 1 STHD14 STRAP TIE 2"x6"P.T.SILL s HOLD DOWN SILL MEAL I R-21 BATT INSULATION OR ,„ _ _„ 8" min ABOVE GRADE r i OPTIONAL FOAM EQUIVALENT - I�Ir ll' IIIE ll-ul-l1 5/8"ANCHOR BOLT ter= Mill-T= - CONCRETE WALL 3000p.s.i. II 1/2"GYPSUM WALL BOARD F� `' II 4' FROM GRADE TO BOTTOM +l-1 -ll�- i tf� f = 8"WIDE FOUNDATION ON I i WITH MINIMUM$"OF PLASTER ;,-1 L-III II OF FOOTING 16"WIDE X 10" DEEP FOOTING 16"WIDE x 10" DEEP 4 THICK CONCRETE ->i��'� j -II - I ':.. I I EILI-II-II. II I SLAB 4000 p.s.i ON �ii�liITlii-I� II-Illllil CONCRETE FOOTING 3000 p.s.i. I iI iLliTIIRITiIIIiIRITiI lli ON UNDISTURBED SOIL COMPACTED SUB GRADE: 2 I i 2" SLOPE A4 NEW FOUNDATION &WALL DETAIL 12" o 0 NI i 4" DEEP CONCRETE SL GARAGE AB ";. CONCRETE WALL 3000 p.s.i. _ ;N I 8"WIDE f - - INSTALL 5/8"ANCHOR BOLTS AT 24"o.c. MAX. 24„ o.cJ W/SIMPSON BPS 5/8-3 BEARING PLATES I i 2"x6" P.T. SILL PLATE PLACE BOLTS WITHIN 6"- 12"OF EACH CORNER AND TO A 7"MINIMUM DEPTH A4 I I I I A4 NEW FOUNDATION DETAIL I .:• I I I I I - I - - 9'-6„ I j ' ------------------------------ ---- 2'-4" 2'-3" BENCH MARK TO BE DETERMINED CONNECT TO EXISTING FOUNDATION CONCRETE APRON 4000 p.s.i. REINFORCING WITH#5 REBAR FOUNDATION LEGEND ® EXISTING FOUNDATION 0 NEW FOUNDATION P P n PROP05ED GENERAL NOTES: NOTE: SCALE: DWG. NO.Ca V CAD DV5I1 � ADDITION fOR : I . SOME OF THE MEASUREMENTS ARE APPROXIMATE THE PLANS SHOWN ARE THE SOLE PROPERTY OF �/ � CONTRACTOR IS TO VERIFY EXISTING CONDITIONS THE DESIGNER AND CANNOT BE COPIED, I /4 — AND DIMENSIONS IN THE FIELD PRIOR TO START OF (REPRODUCED AND/OR ALTERED, USED FOR PERMIT Q WORK. AND/OR FILING WITHOUT THE EXPRESS WRITTEN F . O . DOX (5O DOROTHY DOMENICHELLI 2. ALL WORK SHALL CONFORM TO THE CONSENT OF THE DESIGNER, PATRICK RIMINGTON. V MASSACHUSETTS STATE BUILDING CODE (LATEST DATE EDITION) AND ALL OTHER APPLICABLE CODES.3. ANY DISCREPANCIES, ERRORS AND/OR OMISSIONS 09/ 18/20 I G MAR5TON5 MILLS 320 CARRIAGE LANE IN THE NOTES, SHALL BE BROUGHT THE ATTENTION OF THE DESIGNER PRIOR TO COMMENCEMENT OF .Approved CONSTRUCTION. PROCEEDING WITH CONSTRUCTION CONSTITUTES ACCEPTANCE OF THESE DOCUMENTS for filing REV: 5 .06 - 280- 7074 BARN5TABLE , MA AND ANY DISCREPANCIES, ERRORS AND/OR BUI DSNOG CONTRACTOR E RESPONSIBILITY OF THE 00/00/0000 PLAN Patrick — Rimington i l III , 2"x 12" LEDGER BOARD 2 x12 LEDGER BOARD 2"x12" CONTINUOUS RIDGE BOARD j 2"x12"CONTINUOUS RIDGE BOARD 2"x4"COLLAR TIES @ 16"o.c. 2"x4 COLLAR TIE @ 16"o.c. " PLATE WITH 2 x10 RAFTERS @ t6 o.c. CONNECTED TO TOP ; CONNECTED TO TOP PLATE WITH H2.5 HURICANE CLIPS ' H2.5 HURICANE CLIPS 2"x10" CEILING JOISTS @ 16"o.c. ----_ _ -- ---- --- 2"x10"CEILING JOISTS @ 16"o.c. 2"x6"TOP PLATES - - - - --� ------r--____.__----�--_—� EXISTING 2"x6"TOP PLATES „ - 2 x6 HEADER _- - - — 2 N D F LO (3)2 x8' HEADER F _ (2)2"x6" KING STUDS (2)2"x6" KING STUDS \� 2"x6"JACK STUD \ 2"x6"JACK STUD 2"x6"WALL STUD @ 24"o.c. 2"x6"WALL STUD @ 24"o.c. _..........._.___ � i l 2"x6" BOTTOM PLATE — 2"x6" BOTTOM PLATE 3/4" PLYWOOD SUBFLOOR 3/4 PLYWOOD SUBFLOOR _ 2"x10" FLOOR JOIST @ 16"o.c. L yE 2"x10" FLOOR JOIST @ 16"o.c. __........." 2"x6"TOP PLATES 2,x6"TOP PLATES EXISTING HOUSE 2 x12 LEDGER BOARD - _ EXISTING GARAGE - - - - - - 2"x6"HEADER 2"x10" RAFTERS , - ' T AND PORCH - - - - - 2"x6" KING STUD (3)2"x12" HEADER - - - - - - 2"x6"JACK STUD (3)2"x6" KING STUD i 2"x6"JACK STUD 2"x6"WALL STUD @ 24"o.c. 2"x6"WALL STUD @ 24"o.c. / 2"x6" PT SILL PLATE ---- - - 2"x6" PT SILL PLATE FRAME FOR BACK OF GARAGE FRAME FOR FRONT CIF G.............. .ARAGE ................... .......................... ................... . .......... 2-11 _ 2"x12" CONTINUOUS RAFTER 2"x4" COLLAR TIE @ 16"o.c. 2"x10" RAFTERS @ 16"o.c. �+ CONNECTED TO TOP PLATES WITH EXISTING HOUSE H2.5 HURRICANE CLIPS 2"x10" LEDGER BOARD - - - -- 2"x10"CEILING JOISTS @ 16"o.c. - - 2"x6"TOP PLATES -- -" - 2"x6"WALL STUD @ 24" o.c. ` - -- - - — 2"x12" LEDGER BOARD 2"x10" RAFTERS @ 16"o.c. 2"x6" BOTTOM PLATE 3/4" PLYWOOD SUBFLOOR EXISTING SUNROOM � �� _ , \ 2"x10" FLOOR JOIST @ 16"o.c. 2"x6"TOP PLATES \ 2"x6" HEADER -------- __-_............. 2"x6" KING STUD 2"x6"JACK STUD 2"x6"WALL STUD @ 24"o.c. - - 2"x6" PT SILL PLATE FRAME FOR LEFTt'i" IDE OF GARAGE- GENERAL NOTES: NOTE: 5CALE: DW'G. NO. Cape CAD De,51 �jn PROP05ED ADDITION fOR : 1 . SOME OF THE MEASUREMENTS ARE APPROXIMATE THE PLANS ER AN ARE NO SOLE PROPERTY OF 1� 1 CONTRACTOR IS TO VERIFY EXISTING CONDITIONS THE DESIGNER AND CANNOT BE COPIED, I /L,- - I AND DIMENSIONS IN THE FIELD PRIOR TO START OF REPRODUCED AND/OR ALTERED, USED FOR PERMIT 60G WORK. AND/OR FILING WITHOUT THE EXPRESS WRITTEN F . O . BOX DOROTHY DOMENICHELLI 2. ALL WORK SHALL CONFORM TO THE CONSENT OF THE DESIGNER, PATRICK RIMINGTON MASSACHUSEfTS STATE BUILDING CODE (LATEST DATE: EDITION) AND ALL OTHER APPLICABLE CODES. Q T LANE 3. ANY DISCREPANCIES, ERRORS AND/OR OMISSIONS 09/ 18/2016MAR5 1 ON5 '\ /( I1,...L 5 320 CARRIAGE IN THE NOTES, SHALL BE BROUGHT EN THE ATTENTIONA roved �J �/ OF THE DESIGNER PRIOR TO COMMENCEMENT OF pp CONSTRUCTION. PROCEEDING WITH CONSTRUCTION for filing REV: ACCEPTANCE OF THESE DOCUMENTS 50(5 - 2 (50- 7074 BARN5 TABLE MA AND ANY DISCREPANCIES, ERRORS AND/OR OMISSIONS BECOME THE RESPONSIBILITY OF THE 00/00/0000 BUILDING CONTRACTOR PLAN Patrick Rimington ; I qiy fix. yl'71r ?y��i r 4 IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS NAILING SCHEDULE CLIMATE ZONE 5A ( USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION 110 MPH EXPOSURE B WIN D ZONE 3 JOINT DESCRIPTION O. of COMMON NAIL No OF Box NAILS NAIL SPACING TABLE 402 . 1 . 1 (MINIMUM PRESCRIPTIVE INSULATION & FENESTRATION REQUIREMENTS ROOF FRAMING: FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL R FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL BLOCKING TO RAFTER (TOE NAILED) 2-8d 2 -10d EACH END U-FACTO R U-FACTOR R-VALUE VALUE R-VALU E R-VALU E R-VALU E R-VALU E .....,. , wn a..N. . r . .. . .c.y<<y. RIM BOARD TO RAFTER (END NAILED) 2-16d 3-16d EACH END 0.32 0.55 49 20 or 13+5h 309 1 15/19 10 (2 FT. DEEP) 15/19 WALL FRAMING: g. Or insulation sufficient to fill the framing cavity, R-19 minimum. TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d 5-16d ATJOINTS h. First value is cavity insulation, second is continuous insulation or insulated siding, so "13+5" means R-13 cavity insulation plus R-5 continuous STUD TO STUD (FACE NAILED) 2-16d 2-16d 24" O.C. insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior, continuous insulation R-value shall be permitted to be HEADER TO HEADER (FACE NAILED) 16d 16d 16" o.c. ALONG EDGES reduced by no more than R-3 in the locations where structural sheating is used - to maintain a consistent total sheathing thickness. FLOOR FRAMING: JOISTTO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-8d 4-10d PERJOIST BLOCKING TO JOISTS (TOE NAILED) 2-8d 2-10d EACH END WINDOW & DOOR SCHEDULE BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-16d 4-16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER (FACE NAILED) 3-16d 4-16d PERJOIST MODELTBD JOI ST ON LEDGER TO BEAM (TOE NAILED) 3-8d 3-10d PERJOIST MINIMUM ROUGH OPENING MARK CATALOG NO. QTY. WIDTH HEIGHT LOCATION DESCRIPTION BAND JOISTTO JOIST (END NAILED) 3-16d 4-16d PER JOIST A TO BE VERIFIED 6 2'-61/8" 4'-07/8" 1ST & 2ND FLOOR OF FRONTAND LEFT SIDE OF GARAGE TBD BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) 2-16d 3-16d PER FOOT B TO BE VERIFIED 1 6'-0" 1'-6" 2ND FLOOR BACK OF GARAGE TBD ROOF SHEATHING: AA TBD 1 3'-0" 6'-8" BACK GARAGE EGRESS TBD WOOD STRUCTURAL PANELS (PLYWOOD) 8d 10d 6" EDGE/6" FIELD BB TBD 1 9'-0" 7'-0" GARAGE DOOR TBD RAFTERS OR TRUSSES SPACED UP TO 16" O.C. 8d 10d 4" EDGE/4" FIELD RAFTERS OR TRUSSES SPACED OVER 16" O.C. 8d 10d 6" EDGE/611 FIELD 8d 10d 6" EDGE 6" FIELD GABLE END WALL RAKE OR RAKE TRUSS W/STRUCTURAL 8d 10d 6" EDGE/6" FIELD OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS W/ LOOKOUT BLOCKS 8d 10d 4" EDGE/4" FIELD CEILING SHEATING: GYPSUM WALLBOARD 5d COOLERS **** 7" EDGE/10" FIELD WALL SHEATHING: WOOD STRUCTURAL PANELS (PLYWOOD) STUDS SPCED UP TO 24" O.C. 8d 10d 6" EDGE/12" FIELD 1/2" & 25/32" FIRBERBOARD PANELS 8d **** 3" EDGE/6" FIELD 1/2" GYPSUM WALLBOARD 5d COOLERS **** 7" EDGE/10" FIELD FLOORSHEATING: WOOD STRUCTURAL PANELS (PLYWOOD) 1" OR LESS THICKNESS 8d 10d 6" EDGE/12" FIELD GREATER THAN 1" THICKNESS 10d 16d 6" EDGE/6" FIELD CCADDITION GENERAL NOTES: NOTE: SCALE: DWG. NO.Ca V CAD DC51 �jn PROPOJLD fOR : I SOME OF T11E MEASUREMENTS ARE APPROXIMATE THE PLANS ER AN ARE NO SOLE PROPERTY OF i� _���/// � CONTRACTOR IS TO VERIFY EXISTING CONDITIONS THE DESIGNER AND CANNOT BE COPIED, I /l�- — I AND DIMENSIONS IN THE FIELD PRIOR TO START OF REPRODUCED AND/OR ALTERED, USED FOR PERMIT WORK. AND/OR FILING WITHOUT THE EXPRESS WRITTEN P - 0" 150X 80G DOROTHY DOMENICI—If LLI 2. ALL WORK SHALL CONFORM TO THE CONSENT OF THE DESIGNER, PATRIGK RIMINGTON. MASSACHUSETTS STATE BUILDING CODE (LATEST DATE: EDITION) AND ALL OTHER APPLICABLE CODES. I 3. ANY DISCREPANCIES, ERRORS AND/OR OMISSIONS 09/ 1 8/201 G MAR5TON5 MILLS 320 CARRIAGE LANE IN THE NOTES, SHALL BE BROUGHT TO THE ATTENTION Approved OF THE DESIGNER PRIOR TO COMMENCEMENT OF pp AC) C; CONSTRUCTION. PROCEEDING WITH CONSTRUCTION for filing REV: ACCEPTANCE OF THESE DOCUMENTS 506 - 260- 7074 BARI\15TABLE M A AND ANY DISCREPANCIES, ERRORS AND/OR OMISSIONS BECOME THE RESPONSIBILITY OF THE 00/00/0000 p BUILDING CONTRACTOR I LAN Patrick Rimington k FINISH GRADE OVER D-BOX=129.7'± r , PROPOSED VENT WITH CHARCOAL T.O.F. EL.= 131.4'f PROVIDE H-20 CONCRETE FINISH GRADE OVER CHAMBERS= 129.5 130.0 FILTER TO ABOVE GRADE GENERAL NOTES RISER WITH COVER OVER INLET REMOVABLE WATER-TIGHT H-20 SLOPE @ 2%MIN. OVER SYSTEM 3/4"TO 1-1/2"DOUBLE WASHED &OUTLET TO WITHIN 6 OF F.G. COVER OVER H-20 CONCRETE RISER STONE TO CROWN OF PIPE 1• UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION TO WITHIN 6"OF FINISHED GRADE 4"SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISH GRADE MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21) 2"OF 1/8"TO 1/2" DOUBLE WASHED FND. EL.= 130.5't F.G. OVER TANK EL. _1 30,0' 5"DIA. OUTLETS) CODE AND ANY APPLICABLE LOCAL RULES. STONE OR GEOTEXTILE FILTER FABRIC 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE 20"MIN.ACCESS TOP OF SAS= 127.00' PLACE H-20 CONCRETE DESIGN ENGINEER. COVER rnrP.OF 3) 9"MIN. - RISER&COVER ON ALL 3. 4 SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL EXISTING 4" PROPOSED 4" 36"MAX. , 9��MIN. „ PVC SEWER PIPE 126.00 36 MAX. _ , CHAMBERS w/INLET PIPES SEWER PIPE BREAKOUT EL- 126.5w0c TO WITHIN 6"OF F.G. SYSTEM UNLESS OTHERWISE NOTED. 6" 3" 3 DROP MAX L-rj9 f 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 2" DROP MIN 3 9 MIN.SLOPE ,� PROVIDE WATERTIGHT ELEVATION = 126.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 4" PVC IN FROM -JOINTS (TYP.) � 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 14" �`127.7``�` SEPTIC TANK 4" PVC OUT TO o O 0 0 0 o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. LEACHING FACILITY12„ „ o0 0 0 0o 0 0 0 0 0 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. CONTRACTOR TO PROVIDE CONTRACTOR SHALL CONTRACTOR SHALL 126.40' MIN. 126.23� 2' 0 0 0 o 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SPECIFIED DROP BETWEEN VERIFY SIZE AND 48 VERIFY CONDITION OF OUTLET TEE 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK INLET AND OUTLET °° o00 oQ CONDITION OF EXISTING TEES GAS BAFFLE 6"CRUSHED STONE o 0° o o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE 4.0' I 5 8.5'(TYP) 4.0 4.0' 4.0' AND DESIGN ENGINEER. OUTLET DISTRIBUTION BOX 7YP') 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF TO BE INSTALLED ON A LEVEL STABLE 25.0' ( 130.00'ESTABLISHED ON TOP CORNER OF CONCRETE PAD AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET , GROUND WATER ELEV.= < 1 18.00' , EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. Z 24.00 12.83 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION 2 - 500 GALLON CHAMBERS 5' MIN. CHAMBER END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT CROSS SECTION VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES *CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR SEPTICILE -20 DISTRIBUTIONDETAILTYPICAL CHAMBER PROFILE -20 CHAMBER DETAILS TO THE DESIGN ENGINEER. TO ANY WORK& NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE MADE WATERTIGHT. TEST IT DATA 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING • .r , ° PERC NO. TPT-19-216 REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM >ry ' .. INSPECTOR: David W. Stanton, RS APPROPRIATE AUTHORITY. .. z `, x • ' ' EVALUATOR: Michael Pimentel, EIT, CSE 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED x t b UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR C.S.E.APPROVAL DATE: Oct. 27, 1999 • TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. ` DATE: November 27, 2019 .; • 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. TEST PIT#: 1 ELEV TOP 130.00' 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM,SUBSOIL AND UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT.ON ALL SIDES OF LEACHING FACILITY. �:,„,. V' Y ELEV WATER= < 118.00' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY r;�.. LOCUS � �, FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). ZONE I I m �; .fir PERC RATE_ <2 min./inch 1' �� 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN CARRIAGE LANE Q / / / - r• , DEPTH OF PERC= „C„Soil (40'WIDE-PRIVATE LAYOUT) SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. 1 ` / / h to TEXTURAL CLASS: 1 16. PROPOSED PROJECT IS LOCATED WITHIN: v C7 ♦ ASSESSORS MAP 297 PARCEL 29 'ell / a \ \e �� J lI "�` "� � OWNER OF RECORD: CLAUDE& DOROTHY DOMENICHELLI kv ;" p - ,. . 0" - 130.00' 320 CARRIAGE LANE / APPROXIMATE LOCATION OF cri q Loamy Sand ADDRESS: EXISTING LEACHING PITTO BE • � v,; �. 6 129.50 BARNSTABLE, MA 02630 PUMPED AND FILLED WITH CLEAN, C p / 0 FEMA FLOOD ZONE X COARSE SAND&ABANDONED B y COMMUNITY PANEL# 25001C0558J Loam Sand 10Yr 5/6 Af ` .•y 17. DEED REFERENCE: BOOK 5253, PAGE 149 MAP 297 � - b 42„ 126.50 , 126- _ 18. - PLAN REFERENCE. PLAN BOOK 26 8, PAGE 62 PARCEL30 -- - - „ . - A.128- _ -� 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. - � �� � � •� �. ��� � � � -ZONE I I � � - - o ` 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY EXISTING 1,000 GALLON LP T FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY - SEPTIC TANK ll3 BE UTILIZED IN THIS DESIGN- FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. C `�• ' :; c £u ,.u: „ ; , Medium to Fine Sand 12" It - 2.5Y 6/6 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A rn 0` O, PROPOSED , . r� GRAVEL INSPECTION PORT DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 33 OF FINISH GRADE. A W P�� 1 - •✓ ®RIVE REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. � �• i�"/� � �4" PROPOSED 2-500 GALLON [� J� 22. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL REQUIRED PERMITS AND � �O° GN H-20 LEACHING CHAMBERS LOCUS PLAN APPROVALS FOR THIS PROJECT. ' SCALE: 1"= 1000' p 10" TOF=131.4'± _ 144" 118.00' ' PROP. H-20 D-BOX „ O 4 #320 EXISTING GARAGE �,.! 6" -130-' No Mottling, Standing or Weeping Observed MAP 297 3-BEDROOM 130 DESIGN TLEGEND PARCEL 29 DWELLING �° ® TP 2 *Perc rate taken from soil log dated 7-16-86 6 performed by Uppercape Engineering on file 50xO EXISTING SPOT GRADE 49,015±S.F. 10, 130x0 NUMBER OF BEDROOMS (DESIGN) 3 (pier original permit in 1986) with the Barnstable Board of Health. _ ~ -- - 50 - -- EXISTING CONTOUR -- r 131x0� MAP 297 - -132-- _". DESIGN FLOW 110 GAUDAY/BEDROOM PARCEL 30 PROPOSED 4" TOTAL DESIGN FLOW 330 GAUDAY �- 50 PROPOSED CONTOUR Benchmark PVC VENT PIPE DESIGN FLOW x 200 % = 660 GAUDAY TEST PIT DATA LSA EXISTING LANDSCAPED AREA Top Corner of Concrete Pad USE EXISTING 1,000 GALLON SEPTIC TANK PERC NO. TPT-19-216 N Elevation=130.00' �V10 INSPECTOR: David W. Stanton, RS E/T/C EXISTING UNDERGROUND UTILITIES Approx. M.S.L. a EVALUATOR: Michael Pimentel, EIT, CSE -W-W EXISTING WATER LINE C.S.E.APPROVAL DATE: Oct. 27, 1999 INSTALL 2 - 500 GAL. CHAMBERS W/ AGGREGATE GAS EXISTING GAS LINE DATE: . November 27, 2019 SIDEWALL CAPACITY TEST PIT#: 2 TEST PIT LOCATION (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY ELEV TOP= 131.00' (25.0'+ 12.83')(2 ) (2') (0.74 GPD/S.F.) =112.0 GAUDAY ELEV WATER= < 119.00' EXISTING 1,000 GALLON SEPTIC TANK SWING-TIES SCALE: 1"=20' BOTTOM CAPACITY PERC RATE_ PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE DESCRIPTION HCA HC-2 (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY (25.0'x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY DEPTH OF PERC= 13 PROPOSED H-20 DISTRIBUTION BOX CORNER OF STONE(1) 15.3' 30.2' TEXTURAL CLASS: 1 Q PROPOSED 500 GALLON H-20 LEACHING CHAMBER CORNER OF STONE(2) 27.8' 39.8' TOTALS: CORNER OF STONE(3) 40.5' 32.6' TOTAL NUMBER OF CHAMBERS 2 0" 131.00' TOTAL LEACHING AREA 472.2 SQ.FT. A Loamy Sand REV. DATE BY APP'D. DESCRIPTION p p CORNER OF STONE(4) 33.2' 19.8' TOTAL LEACHING CAPACITY 349.4 GAL./DAY 6„ 10Yr 3/1 130.50' PROPOSED SEPTIC SYSTEM UPGRADE B Loamy Sand PREPARED FOR: NOTES: 1oYr5/6 CAPEWIDE ENTERPRISES 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP (2 42" 127.50' EDGE OF EACH SEPTIC SYSTEM COMPONENT. (1 LOCATED AT zoo ' 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION 1PO?_C11 152' 320 CARRIAGE LANE OF THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY O N� WITH TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER TOF=131.4'± HC- BARNSTABLE, MA 02630 AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH O SCALE: 1 INCH = 20 FT. DATE: DECEMBER 10, 2019 TEST PIT DATA. #320 C Medium to Fine Sand EXISTING 2.5Y 6/6 �N OF 0 10 20 40 80 FEET 3-BEDROOM GARAGE 3) 3.) ENTIRE PROPERTY IS NOT LOCATED WITHIN A DEP APPROVED DWELLING 12� JOHN '^ PREPARED BY: ZONE II OR ESTUARY. HC- (4 CHURCHILL ,IR. RESERVED FOR BOARD OF HEALTH USE CIVIL N JC ENGINEERING, INC. 4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A NO. 41W7 2854 CRANBERRY HIGHWAY COURTESY FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS IN THE FIELD PRIOR TO INSTALLING THE EAST WAREHAM MA 02538 SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER IF MEASUREMENTS 1 119.00' APPEAR TO BE INCORRECT. SITE PLAN 508.273.0377 SCALE: 1"=20' No Mottling, Standing or Weeping Observed Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.4939 i /H,f l e3 oco 10 do a i T O �p ^� 41 t;o G' 4 9 01 S I `off `t ' htST. L100 OB. AO '7 ,1 vo 4� � � t `�• L_1. � J- o � SCAL t' 1� = 30` AoI 6/ (—R�YK/of6E' x s0 uFr,_C.i: PCEN 4NEtI({SIG SMOOW"'4, IVIA 02537 Z O AI Rf `/ 30/"S` �WOAI' �fJ���n�v nc_T• ,t r- r7�