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HomeMy WebLinkAbout0025 WEST TERRACE - Health 25 West Terrace Centerville A= 207113 a SAW UPC 12534 No.2153LOR �,,�' "STINGS.YY I I I No... ©y:s — l7 ' ' Fee$ ©+. i THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 1Y%,PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZIpplication for aigoal 6p$tem Cowgtrurtton Vermtt Application for a Permit to Construct( ) Repair( ) Upgrade( Abandon( ) 0_�omplete System ❑Individual Components Location Address or Lot No.�j �� ���rt G,--- Owner's Name,Address,and Tel.No. Cla Assessor'sMap/Parcel �Q�— J_IDSIALIer'sMeress,and Tel.No. _ Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures ` �( Design Flow(min.required) U gpd Design flow provided gpd Plan Date �� ` �dZl1U� Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. l�� c�( % Description of Soil Nature of Repairs or Alterations(Answer when applicable) en De,t,-- `ULL) 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 Environm ntal Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. _ Signed Date Application Approved by Date /2 2 Application Disapproved by: Date for the following reasons Permit No. _ ,�j Date Issued ' G is _ No.. O O 4y FeU 0. HE COMMONWEALTH OF MASSACHUSETTSEntered in computer: A F aX Yes .PUBLICHEAL`TH DIVSION -:TOWN OF BARNSTABLE,'MASSACHUSETTS y ZIppricatio for ig ogar �pgterrt Co'n5fruction, Permit Application for a Permit to Construct O ''Repair O Upgrade( ;Abandon O P�komplete System ❑Individual Components Location Address or Lot No. „5, ;dF r Owner's Name,Address,and Tel.No. �' Assessor's Map/I'arcel Z��— Y' �i ler' Addres�Tel.No. Designer's Name,Address and Tel.No. IT- Type of Bdilding: Dwelling No.,of Bedrooms ' Lot Size sq.ft. Garbage Grinder ( ) t - Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other;Fixtures Design Flow(min.required) U gpd Design flow provided gpd Plan Date c— � '�!1!i S Number of sheets� Revision Date Title Size of Septic Tank /►��J�(� - Type of S.A.S. �C r�G r t�kyczC-Cjvo C Description of Soil ► r�y� S Int l/1�� Nature of Repairs or Alterations(Answer when applicable) t L)l,{ o I`. 1y O 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 Application Approved by Date /2 2 p S Application Disapproved by: Date for the following reasons ———— Permit No. — 00V �{ ————Date Issued J a —————————— ————————————— — THE COMMONWEALTH OF MASSACHUSETTS / BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,t e On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( l-4 Abandoned( )by ) ✓' S c 1 4 at w C(;-r 7" z✓(,Gt 6,0—_ G�-I�-1C✓✓I C'has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ,I� `J IP dated / Installer �y {7k5 Designer f�N A�"— #bedrooms Approved design flow gpd The issuance of this permit shall not -�be'c nstrued as a guarantee that the system will f nci dbsigned. Date �s 1 Inspector ---NO��)�) 7 ------------------------ Fee -- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS ig oo stem CCon5tructiou Permit � p Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( Abandon ( ) System located at oZ 5' (A) and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty k to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of t�s-I mit. Date 12 LZ O/D 5- Approved by i L. ' 9/16/03 Notice: This Form Is To Be Used For the Repair Of Failed Septic Systems. Only PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM I, hereby certify that the engineered plan signed by me dated 1"Ek Q ,concerning the property located at meets. all: of the following criteria: • This failed system is connected to a residential dwelling only. There.are.no.commercial or business.uses,associated with the.dwelling. • The.soil is.classified as.CLASS I and the percolation rate is less than or equal to 5 minutes per inch. The applicant may use historical data to conclude this fact or.may conduct deep test holes and percolation tests.at the site without a health agent present. • There is no.increase in flow and/or change in use proposed • There are no variances requested or needed. • The.bottom of the proposed leaching facility will be located no less than five feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the. Frimptor method when applicable] Please complete the following: A) Top of Ground Surface Elevation(using GIS information) B) G.W. Elevation0 +adjustment for high G.W. DIFFERENCE BETWEEN A and B SIGNED : �� r�CZ;� � ��. DATE: \ �� NOTICE Based upon the above information; a repair permit will be issued for bedrooms maximum.. No additional bedrooms.are authorized in the future;without engineered septic system plans. gASeptic\percexemp.doc TOWN OF BAIRNSTABLE . LOCATION lue /yg,,� SEWAGE # VILLAGE �7. �/ v�J A SESSOR'S MAP & LOT' INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) A64 (size) NO.OF BEDROOMS BUILDER OR OWNER ef f7� K PERMITDATE: � /i'l�t.' "0 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 ` Lq-4 Or I � i i TOWN OF BARNSTABLE LOCATION ✓ e� SEWAGE # �� Ir r VILLAGE C ��� v\ A SESSOR'S MAP & LOT INSTALLERS NA ME&PHONE N0. SEPTIC TANK CAPACITY ^ �� l � LEACHING FACILITY:. (type) /`ff_ "�� L— (size) 3 7 r0 Y NO. OF BEDROOMS ' 2 ` BUILDER OR OWNER ✓ � "� PERMITDATE: __/i'!D —0 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 I �j i -7 03/19/201B 04:31 FAX [A 001/002 ' 'own of Barnstable �0 Regulatory Services 41- enexa�rwst�, - Thomas F. Geiler,Director MAW �." 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: 12/21/05 Designer: Shay Environmental Services Inc. Installer: Robert Septic Services. Address: P.O. Box 627 East Falmouth Address: 5 Trenton Street MA 02536 Yarmouth, MA On 9/27/05 Robert Septic Service was issued a permit to install a (date) (installer) septic system at 25 West'Terrace, Centerville,MA based on-a design drawn by address Shay_Environmental Services, Inc. dated December 21,2005 (designer) - XXX 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. 1 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. ASK OF Mqs` ( al er's Signature) ? CARMEN, U E. SHAY No. 1181 (Designer's Signature) -(Affix D p 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:Health/Septic/Designer Certification Form 005 W voz=oaW9 SIDING SEE ELEVATION ---- mc'e df f i 3 i `�'U1 w0 �LW�� ti 'TYVEK"'HOUSEWRAP — -- g p 9 n--. 1/2" CDX PLYWOOD -- --- --- --- z w w=w z w O (- EXISTING BUILDING REV_ . N_OA 1 ( f y 2x4 @ 16" O.C. DATE_ :14 6 MIL. POLY VAPOR BARRIER GYP. BRD.--- A d� AG EXIST. ---------- ----� ; Z DECK W r B I r cn P, F - 3 Y TYPICAL WALL DETAIL. AG I I Q r(_� Z uj uj SCALE 1-1/2" = 1•-0" 1 EXIST.- EXIST__ - EXIST. EXIST. _ I EXIST. l I- I 1PE �jD W i-__� v Z _BATH I �N ��X" 0 0 `� 0 303v cn w W l . —_i. EXIST. i D N NG ROOM EXIST. w U _ REF!I KITCHEN FAMILY ROOM �g�' - o m I c.� ��.1 —---------- w O 7 C I m ' I _II.yII ,I Y) �x NEW", ---NEW S FAIRS .2668 C L zssa (FIELD VERIF EXIST. �------ EDROOMll REMOD. CLOSET LIVING ROOM. --- - EXIST. ]' l EXI ST.1 I t w aLAUNDRYU 5.-7„ I � W i / S ._L..---- I j I Q <<\ - � 1 LANDI G a W71 1 NEW CABINET �' Oi13 P © + �\ / STACK j O //� D. I II V L EXIST. EXIST. ____.-._._..._..._ EXIST. EXIST. GENERAL NOTES: j i W i.) CONTRACTOR IS TO VERIFY EXISTING CONDITIONS AND DIMENSIONS A AG �1 IN THE FIELD PRIOR TO THE START OF WORK AG w CI 2.) CONTRACTOR TO REMOVE EXISTING WALLS, DOORS AND WINDOWS ETC. AS REQUIRED FOR NEW CONSTRUCTION. �1 �.V 3.) ALL NEW CONSTRUCTION 70 MATCH EXISTING CONSTRUCTION 42-O"t 12'-0_'t IN MATERIAL, DETAIL, AND FINISH. EXISTING BUILDING EXISTING BUILDING O y co F� O 4.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT �,,,� N (� N FIRST FLOOR TO BE C-10" ABOVE SUBFLOOR O04 I [~ m 5.) ALL WORK SHALL CONFORM TO THE MASSACHUSETTS a N Q STATE BUILDING CODE AND ALL OTHER APPLICABLE FIRST F LOOKPLAN LOCAL CODES --- --- 6.) ANY DISCREPANCIES, ERRORS AND/OR OMISSIONS IN THE NOTES, LEGEND SCALE DIMENSIONS, AND/OR DRAWINGS CONTAINED ON THESE DOCUMENTS —'---- 1/4"= 1'-0" SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO EXISTING WALL CONSTRUCTION TO REMAIN � COMMENCEMENT OF CONSTRUCTION. PROCEEDING WITH CONSTRUCTION MM NEW WALL CONSTRUCTION DWG. NO.: CONSTITUTES ACCEPTANCE OF THESE DOCUMENTS AND ANY DISCREPANCIES, C-.1 EXISTING WALL CONSTRUCTION TO BE REMOVED ERRORS AND/OR OMISSIONS BECOME THE RESPONSIBILITY OF THE BUILDING CON FRACTOR. SMOKE DETECTOR O 7.) CONTRACTOR IS TO DOUBLE ALL JACK & KING STUDS CARBON MONOXIDE DETECTORAl AND PROVIDE SOLID BLOCKING 0 HORIZONTAL. PLYWOOD SEAMS HEAT DETECTOR soy W �z w �00§rto Ef qgx 54'-o"t _ �2 iv��o EXISTING 8UILDING z'i g L ��ti �oC wNm0QN w w w V 0 w z �z to H-Q 2'-0" 38'-0" REV_NO_:3 NEW SHED DORMER B A6 DATE : 4/19/2014 Al A A6 Z GO 9 -2Y-- — 9'-4" FIA V1 MU NQ z z F� MARV. MARV. MARV. MARV. RV. MARV. I-+r rv►� w tTDH 3048 ITDH 3048 ITDH3048 IAWN2927WN2927 IAWT2927 -------- i•ii,; ;�oi�i%ii�._--- ='r-ii/�iiii'/ i iiiii/iiiiiai==i/a ii i/i/iii�i7ia/;ii�— gip—�—-/iia�/ii;%ii-.---'- ---------------------- � \ � � foci f U / S'7U8 -� ;NEW - _ i NEW SHOWER :MEDIA/ENT. --- ,r �-� - / ROOF r-" O - I CENT I, / ; F3f�TH_ — II BELOW ; NEW Lo L/) LOF( - ' ✓ J - — a- LIN. z / v•. CI O..l i / � F(—'UL R N. � s,• 5'-6" 2'-4" STAIR 15'-Oy•, N p MARV. x +68, IAWN2927+I NEW `, ,,,,, d ROOF m � STORAGE �:, ' `'ss --- +�'� / BELOW j II 1---..._...- coos: - -- i i i 's• ' NEW N F W cN O5. a BEDROOM2 ;---- - AT TIC O W _ i� V Wr l / 7 / 4 2'P4' 13'-6„ 1 --- NEW / O F�••I f / I --�-- -- /_// ai=="==_=_ ._a�i i/i�/ii,iiii//i oT• i;/ii�;'"""___-=_-� i.i:�i ii%i i ai/' -.—_,ii/----. _---- -- i---\ ^ � C-' MARV. MARV. MARV. MARV. MARV. rT, ITDH3056 ITDH3056 ITDH3056 ITDH3056 ITDH3056 3'-IIY2„ 2'-8' 14,_0", 2-9„ 8,-5Y7„ 2. 6Y2.. � 0-4 2'-0"I _ 34'--4" 5=i0" NEW SHED DORMER -- — -- N EXISTING BUILDING EXISTING BUILDING O B Zcn " o A6cq N Fw., m "I' N A a N O r A6 NEW SECOND FLOOR PLAN 1/ALE_0- DWG. NO.: �s Wo I� vo3 Z- CUSTOM �o 8 CUNT. RIDGEVENT !_I CUPPCLA NEW "STONE" FACED N g oo oci u m O �W SHINGLE CAP rrrr3 It CHIMNEY z rF_ -z cg --NEW ASPHALT ROOF SHINGLE ------� REV. NO. :3 NEW 1x8 FACIA/SOFFIT W/ VENTS EXIST. RIDGE DATE TOP OF PLATE _ .__� ..,-_..- .----_ -_.._--_....._.+----- <_.`. - _ _ LINE � lit` 4/19/2014— EdL t 1,W1 �!1Lt ( I Ili Ij a ARV. I�MARV. t- i p �I�L I1� I;I li _yi I -ARV. _t m NEW 1 x 6/i x 5 l I` ili f y- w I'. ]TAR kTDH305 I fs j L 1 it U 1 1 ,Jl.l L TDH305 TDH305 I TDH305 _I CORNER B DS. � �II t l! 11, — �� IJ (T J L1e J r.� it I ii I r +— EXIST. ASPHALT - L 11 1 _L F L ._<<1 L1 i 1. IL!.Ji ll L Z 1 L..L-L1LLi L. .IJi.l'L_l l_II'L J_.L 1�L .__ ROOF' SHINGLES z 'x SECOND FLOOR a—$1J UEMOR — - --- --- - _.- M _FOP OF.PLATE - - - r m I w �` k ,� I 11 ._i`�ii; ��i.yiiLy�S .a,ul I u_1 —- 1 l I.. I •--t` L.:..L l -:r.._.I. U _' cn 1 Ji.r..; I 1 iQ III l 1L Ili li II NEW APPLIED GRILLE ____ w -. L i I I + 1 ._ _ _1__� 1 fIt' 1 al,, ■ I❑ - '11' t j E� 4.TMIAi sY J is .I r.,{ 1:1'L'- --- -- --- i:; : AND CHECKRAIL Q w x 0 z w6/1wi r 11 *_.. , xiSi XIS EXIST xI Y r, `; NEW 1 x x 5-- F EXIST. E L I �' EXIST. �fI (, w w CORNER BIRDS. j 11 J, l r-. I i '-r. -.. it II' lli L.,_. ! �tl: - - ' L If- iRz - T --==- T '-_l� " � 1il � �I � 11 �I� _ -'i�- �I��I t ��/� It.l 1 I ..11 J I'_L l I -i11i - 1 L`L 1' 1,tl.: _-LL. -t T ?l v/ J L1 i 1. i1I U . !,Il�: A.LLI -..I Li. i .r �_..1.1.!I- l; �__i.�I 1 ,. I. I r1.., -k 1 i sue-FI_aoR J�t�.' l !,I tEAl,ll-J �_! L.:.I,'I.I .;L f_. J1!I L_ L:.� 11__„ u i'._..L i_.J..!- I .:Lhu.- 1; 1 Ill,;�`_I 1 IL_ f _:, - -- - -- - - �t t T --- �� I x ) I t 1 .. 1 : i- 1 � � -7 -t r� 1:... 1 .t;__ ?a 4 ._F Lt ,_i r:t1 I L._l f r: - ;I ;- ;➢ � �:I I C �u-- ':'-__ - 1.'i- i,``!1 it �I:�I '�. I IIi ITi. -I�1 T-:: (ilT�i" �:5.. ,ruul .IILn � . I .:l. f .!f NEW WHITE CEDAR NEW F R ON T E E E V A T I O N SHINGLE SIDING 5"± TO WEATHER - CUSTOM CUPPOLA —CONT. RIDGEVENT r--� W/ SHINGLE CAP —NEW ASPHALT ROOF SHINGLE --NEW O w tx8 FACIA/SOFFIT W/ VEN FS - -. P OF PLATE_ { ) ARV 'MMARV i.L Lk, 1�H304 TDH30a �t li l'� I i;l I� L.11'L.i L 1 J Li'1� it 'I Ii r V�II f) 111� 1L (i l �. f ! L11L. -----CORNER B�OSx 5 ao µ_L u ' 11k I 11 t L 1�IJ 1J C l � _ J u j 1 I i �---.- EXIST. ASPHALT i. __�: �'�'i L �,I a :� `rl ':L'i I -f�I II iL :.ti --�- ' w �, i T L 1 r 11� 11 I LLE.i�1 1 .1' l LA� �l (�.<�T ROOF SHINGLE$ - l !I 1!il�_l '1rv.l {. 4JlTil_I iJ!I Il !ra,z_J ,Yl�,lrlr ti..11...JSeri L Li LI�I L-r411f�1 t °7 LLJIIL ] l 1�T !r I .1 l I L'l-1..�( lJ + 1 it �I `U 'tlJL�;LI;:i�ft1 'tTil'tf�l�i_i I)! LT �.� 1 I.�J. 11 �I .'-Llil �l+l_. SECOND FLOOR w i.T I. f 1 iF I f I I1 y�l'i f i fi f i 1 f �L_11 1:` �-i f,I T�` ...._..�..._ ._ SU©FLOOR w L i � �t� - S L" Trt i. I �.I�1. J �� !r. �' �ir7 I��� � - - - - l •' l 1 -. -- „- III_ I II f I - 1 ! � i II �L. - ._llr ;� 1 i �r� - TOP OF PLATE _ —— "' (1 . 0 ,l 4i1 l� T Ja �:1 7Jf- L I I C L 1 �L LTI 1_ — — 1 -1 71 1E L{1 .t ! "�P I I 1 .L4 ` 1111. '.�L VJ� y. --- ���II' li 1. 1 �:• w II .SG Lam.'I' EXIST EXIST_- ._.. _ .1 ,. �i, L,:�.I.J — L _ �I-;1 ; EXIST EXIST' 4-1 N EXIST. EXIST � I I f�i I ' I I If. I l F,, � i j�J II i �Ii ' } 'T;� { - - .I)- I 1 �LL!� L L 3 11 EX1ST. � lA.G f ! � i 1 � 1 flit! II i '1 is� jL I i� J V -�. Exist I co, Y ' I�ii 1 L 1 iE � _ J .,j_ L� T_i II + L' ) I.1 1_J � • _1L L 1 i Y' JY .L Z M O � 'L O L cq h _ r FIRST FLOOR 0 � Sub-Ft.00R- - i- Off, N in —1- - -- --- - - -- SCALE DWG. NO.: ---�---- NEW REAR ELEVATION „w 1 viw ASPHALT ROOF SHINGLES OO n 5 w CUPPOLA- MATCH EXISTING O z w O z 9 NEW 1 x 8 RAKE __—� wOpoWaw ©OARDS W/1 x 4 DRIP 1/2” CDX SHEATHING !� O 3 r CONT. RIDGEVENT _ __—_— __—._—_.— W `� O Z� -- WW/ SHINGLE CAP R38 BATT INSUL. !w W W W IQ,w Z —NEW 1 x 8 RAKE D" GWB w/SKIM COAT PLASTER -- p = =x z O 1' -i I BOARDS W 1 x 4 DRIP ON i x STRAPPING O 16" O.C. m< V 12 1 -- / WIND WASH BLOCKS REV. NOA (OR EQUAL) -------- � I ` TI I - - I '-`( ,1 I I ICE AND WATER BARRIER MEMBRANE II I� WI II 'ill ' 11 I r L �7 J1�i ��1 L CARRY UP 3'-0" FROM EAVF. :.L1. L �T,' OF_PLA DATE ) L, II. 1 z 7 �� I LL,1 1 L, i1 11 CII ;t ! 12 I I1 L 1! 't ---- L L LA I _ 4 ! -!� AI_. DRIP EDGE 4/19/ZO 14 . j�--� , -CONY. ALUMINUM 1WW '7C W12ivW' OVER IC'E & WATER BARRIER SOFFIT VEN'i5 — 1 L I!,' f 1t I A ,, 41 L j'; 1 1 L 11�1 I IL'I - -- --- — - NEW 1 x 6 1 x 5 --- L!_�, ( ( L (`i ' rANp. I '7�cii ail ALUMIN. GUTTER ao CORNER BIRDS. � I i NEW i x 6 f 1 x 5 _ I t l al L i 1 l i i•L Z,,( Yw z44 CORNER F3VE 111 -� ' I L'l tl a �.iL It t li J i J l l ,r L 1 ' I L I ' Il 1 1 i —r I I, L t ' I_1 I ,uJ.JJ '� ,�LLI '—i ( 'L�., CORA-VENT STRIP VENT -- �i L l, J 1� 1 1.I _L LJ WWI?' W (� SECOND F1.00R Fy U� U I ' 1 i ti �- t 1..1 L�! I J lr IIr I ' i ( i I S_UB I OOR- 1x TRIM --- -- t ; L l lC t L ! ! 1 1' T 1 it 11 t. TOP OF_PLATE L,I WI 1,:1!L 11,11 1 X�rl. — - --1 - 1. r LLt li 'I SIDING —-- - --- --- -— -NEW 1 x 6/1 x 5 --- __ t I Ll 4 ` I _ L�_ BIRDS. �LL.�I �� T �: CORNER H 1 L.) 'I �'y f 1 --' ---- —- _LPL W L -�� ! L I I I �I L i � 7L� W ICI �1�''11 j I� iYP. WALL (� -F O Q EXIST. 1..i1 _ 1 ,.1'Ji I 71 EXIST. I ` W�,,LL L t L�I. i W� Z; W 4,1 W II L �� l i t s 1 I (i x Q t 1--- lir L w TYF�ICAi__ EVE DE 1 AII - O C� � r �. I I I I'WI 1 LLL _ W11i j IL L' j' SCALE i-1/2" = 1'—U" W0.6 U W 1L! 11_ W L 111 ' iL 7 1 V'WI 1.` 1� L II 'I _ —SUB FIRST FLO RFLOOR � Q I.. L 1 I?I 1 1 _; Jd J1.11 I W L.---1 C� NEW CHIMNEY-- --NEW WHITE CEDAR ROOF "CRICKET" I EXIST. CONCRETE I SHINGLE SIDING -CUSTOM ( FOUNDATION WALLS I 5't TO WEATHER CUPPOLA ------ --- ---- ----- - - --- ! NEW "STONE" FACED j c{ -- _ CHIMNEY--- ---- --� — NEW 1 x 8 RAKE O BOARDS W/1 x 4 DRIP rT NEW _LEFT _SIDE _ LELEVATIWW 1I � (I 5+ F��I 1 I'i 4 :N —TQP OF PATE--— --- t{yi l I"JJWl.l1Ii.t W 1i1I LtII 1,}!]1`__.iCiz��1L ltaWti1rT lit.jzliL i - O ALUMINUM C l t2 12 1- SOFFIT VENTS Tj ��III tlj11 JLwNz9 w F/�/�I. C/,L w --RAFTER © 16" O.C. ^ 11 J t1 rI J 1 .. F-1 LL -- l 1 II 1_I_ L. II II ROOF' C- 1 L� I C I� 1_WSW WI I I ----------EXIST. w n� fT L I W I lti W tc� FQi1 C/� SECOND FLOOR r L'I tl j I(_ '(T SUSFLOOR _ - ITrr11 . � TOP OF P _ _.-- _ 4 1I ((� 1.1 t_tl LATE �,�'t',T H2 @ E RAFTER 5 A. ATER I ' 'I II a.� 00 -L,1 I r i l u FBI Lld Q TOP PLATE NEW 1 x 6 1 x 5i t. t`� 11 L li�l EXIST. l .L,µ�, 1..'�Iµ J1 o CORNER Bf�DS. , L 11 IYp l 4.1--'LI ! N Ltl l U Lt N Wr l ill, r�l� � 1 I ( O v Wl Wi� ,. L 1 11 1 l a 11 I f `I t� 1* 1 Z m R����� !'�!�I �I t1 ( t=TrJt7j �I �lui` I' o o FIRST FLOOR 1 r.t 1., LW'I L i �;,I.,l G711,1.(,�i T ( I.i I'J+l If j<SI + "7 N N SUB-FLOOR _ I i t t O m 1 I_ 1 .. �. --i 1 � WP`. i d+ N cv A v SIMPSON STRONG--TIE N2.5 -- — ----- —T -- _------ ---- -- r _ _ SCALE: N.T.S. I I — ! I SCALE : I I ! 1/4"= 1._0" I I I DWG. NO.: ! 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Mtn U�) .uwu U6 gz IFFP �E rw = REV. NOA 2 x"NEW 10's @ 16" o.c_ M9- �W, �,N E W T \-1/2" GYP. ED. ON --CONT. ALUMINUM DATE : I x 3 STRAPPING 0 16" o.c. SOFFIT VENTS 4/19/2014 NEW WALL CONSIT. NEW OFFICE NEW W.I. NEW ;s 2 x 4 5TU05 @ I G"o.c. CLOSET BEDROQM.#3 1/2'PLYWOOD SHEATHING 5PRAY/fOAM IN5ULATION(K=20) 1/2'GYP. 5D. 3/4" T & G PLYWOOD W.0.5HINGLE 51DING SUBFLOOR- GLUED & NAILED r:K!9W SECOND FLOOR u E — - _SUBFI OOR NEW 2 x 10's 0 16" o.c. "S NEW-2 x TO'S @ 16" o.c. __LQE_OF-ELATE z ALONGSIDE EXISF CEILING JOIST s 6- — Ar N r-TM0MI S 1. ILtN J I s -CONT. ALUMINUM cf) L) EXISTING SOFFIT VENTS Z z 772- 1 3/4" x 9 1/2" LVL EXIST. WALL CON5T. zQ C/) BEDROOM#1 X 0> 0 LrI- L) bi NEW K00f CON5T. z 2 x 10 ROOF RAFTERS @ 16" o.c. FIRST FLOOR - 1/2" CDX PLYWOOD ROOF SHEATHING 0 SUB-FLOOR_ - ASPHALT ROOF SHINGLES U) 0 EXIST. JOIST'S @ 16" o.c. EXIST. JOISTS O 16" o.c. - 15LB. FELT PAPER .......... 1111 I - 10" BATT INSULATION (OR EQUAL) lo cn ....... @ FLAT CEILINGS (R=38) - 2 x 12 RIDGE BOARD EXIST. — SIMPSON 112.5 RAFTER TIES EXIST, CONCRETE------- FULL BSMT. _t� I EXIST. CONCRETE 12 FONDATION WALLS 5± W FOUNDATION WALLS -------- O.C� X NEW 6.5 EXISTING----- EXISTING (CIDD 1 C CONC. FOOTINGS CONC, FOOTINGS �l 1,-_.-1 1 1 0 NEW 2 x @ 16" -ELATE OP 1/2" GYP. ED. ON \—CONT. ALUMINUM > 1 x 3 STRAPPING @ 16" o.c. A NEW SECTION BEDHOOVS SOFFIT VENTS NEW 0 NEW WALL CONSIT. NEW WALL CON5T. LOFT - 112'PLYWOOD SHEATHING -5PRAY/FOAM IN5ULATION(P=20) —3/4 T & G PLYWOOD Eil - 1/2'GYP BD. SUBF OCR- CLUED & NAILED SECOND FLOOR -W.C.5HI,NGLE 51DING LQ -TNEK! NEW 2 x 10's @ 16" o.c. _QF PLATE ALONG-SIDE.-EXIST. CEILING JOIST'S I CONT. ALUMINUM TYPICAL LVL/GLULAM BOLTING/NAILING SOFFIT VENTS w �-1 �, BEAMS EXIST. WALL CON5T. MULTI 1 3/4" DINING ROOM CD > NEW w 2 PIECES D-4" 2 ROWS OF 16D NAILS 0 12'O.C. II FIRST FLOOR to SUB-FLOOR L cq EXIST. J IST's o.c. EXIST. JOIST'S 0 16.' r2" d EXIST. NFW STAIRS Z cy) EXIST. CONCRETE FULL BSMT. (FIELD VERIFY) 3 PIECES (D-4- 2 ROWS OF 1/2"DIAM DOLTS 0 12-O.C. FOUNDATION WALLS 0 c� EXIST'. CONCRETE oz FOUNDATION WALLS SCALE : CONC. FOOTINGS EXISTING 1/4" = F-0" EXIS IING-- CONC. FOOTINGS DWG. NO.: K B ) N_EW_SECTION Cbb N E W STAIRS A6 ) A 6- 24'-O"± EXISTING BUILDING 1 j r I I ! I rn 7 In Nv/ z ON)> 0 1 1 cu Tx r- Fn 0 i­i: toL4 m C, . � gc�o 0 0 I - 00. m 71 S; I+ 0 0 0 n z 0 m _n "d 0" �D Lo rn 0 xf z u) r- tlll M rl FjIl: z ra _pt 0 10 C FF 7- i � I ' I JII 16*-O"± EXISTING BUILDING NOTE: PROD. NO. DESIGNED/DRAWN BY: : NEW RENOVATION FOR: THE PLANS SHOWN ARE > 214-203 R & R DESIGN .0 The SOLE PROPERTY Of THE BUILDER AND CAN NOI —BAIRD RESIDENCE BE COPIED,REPRODUCED DATE : 5 COACHMANS LANE AND/OR ALTERED WITHOUT THE EXFFE55 WIMTEN 4/23/2014 26 WEST TERRACE. AVE. HY. MA. SAGAMORE BCH. MA. CONSENT OF THE BUILDER tTl. Pf^.vw:i NOTE. ALL PIPES ARE TO BE 4 SCHEDULE 40 P.V.C.10' min. from SECTION A -A �t�iort e�ox�� ;..,., t+,�:,w�'''•-*'' ti , Existing Foundation [house to septic tank PROFILE VIEW OF ADDITION TO LEACHING SYSTEM SET LEVEL FOR AT LEAST 2 FT. tr ATE COVER (�� "`�`""`".°' Septic tank covers must be D-�X cover must be I `..•__ TOP OF FOUNDATION = ELEV. 100.00 (Assumed) within 6 In. of finished grade .Ohio 6 in. of finished grade Grade over Septic Tank-99.75 Grade over D-Box- 99.00 over SAS- 99.00 3' of 1/8' - 1/2" Washed Pea9tan i < KNOCKOUTS OUTLET ' ' • ` 2 3/4` to 1 1/2 Washed Crushed Stone \ = n 5.S• _LET S 0.02 3 HOLE H-10 4'PVC(CAPPED)INSPECTION PORT TO BE i OUTLET ST. BOX 3' Maximum Coos INSTALLED AND TO BE VATHN 6.OF GRADE F ' to 15, NEW 5=0.01 or treater Top OF System-Bev. -96.00 '' 8 Mat Tel' 0.01' 4' - SCH. 40 Tee/ L7i' r i NEW PIPE u) 1,500 GAL. Sa. . t65• OD N O 5' Per foot 10"Effectlrw Depth FROM EXIST. FT]UNDATIDN of o) SEPTIC TANK O r Rh,tn, f J✓" n a' ei,,,,, �, t- 5 PLAN SECTION CROSS-SECTION "e > n H-10 m _ th CONCRETE FULL FOUNOA ar n 5 Units 2 6.25' - 30' > 0.83' (10 inches rn M s� m 6 ln.of 3/4"-1 1/2• m n > ,�. � 3 31.25' 3 3 HOLE H-10 DISTRIBUTION BOX SYSTEM PROFILE nQo compacted stone 5 o o 0) 1 37.2s' NOT TO SCALE Not to Scale S � On c o n Effective Len th eZtR'"detrcr)er°"p'"yoioala►nrtEe n 3.5' - 3.5' 9 -` 10, m SOIL ABSORPTION SYSTEM (SAS) GENERAL NOTES 6 in.of 3/4'-1 1/2" p compacted atone Qo Effective vldth INFILTATR❑R HIGH CAPACITY (H-20 LOADING)/ GEORGE ❑'BRIEN NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE REMOVE & REPLACE TO '5 1. Contractor is responsible for Digsafe notification p BOTTOM OF C-1 LAYER (OR EQUIVALENT) Not to Scale and protection of all underground utilities and pipes. I? Bottom of Test Hole 1 Bev-88.00 NOTE: OVERALL HEIGHT OF INFILTRATOR IS 1B" FFECIIVE HEIGHT IS 10' 2. The septic tank and distribution box shall be set NOTE: INTERNAL PLUMBING TO BE RAISED 1' BY LICENSED PLUMBER Groundwater Observed - 89.50 level on 6 of 3/4"-1 1/2" stone. ADJ. Groundwater - 91.60 3. Backfill should be clean sand or gravel with no TAT /'`r stones over 3" in size. Note: Remove soil down to el. 96.5 do replace with rY CY /T� TERRA l� E 4. This system is subject to inspection during installation PERCOLATION TEST dean coarse sand w/perc. rate less than or S7 l by Carmen E. Shay - Environmental Services, Inc. or equal to 2 min./In. before & after placement (40 FOOT RIGHT-OF-WAY) 5. The contractor shall install this system in accordance Date of Percolation Test: DECEMBER 16, 2005 with Title V of the Massachusetts state code, the approved plan Test Performed By: Carmen E. Shay, R.S., C.S.E. - ) and Local Regulations. Results Witnessed By: Waiver per Barrnstable BOH R - 123,29 6. If, during installation the contractor encounters any Percolation Rate: Less Than 2 MPI 0 30 PROJECT BENCH MARK soil conditions or site conditions that are different TOP OF FOUNDATION L 86.83 TEST HOL �` from those shown on the soil tog or in our design � - i installation must halt & immediate notification be ELEV. - 100.00 (Assumed) ASPHALT 1 ELEV.= 101.00 made to Carmen E. Shay - Environmental Services, Inc. Test Hole Test Hole ' DRIVEWAY 1 3 No. 1 No. 2 j D-Box 7. No vehicle or heavy machinery shall drive over the DEPTH SOILS ELEV. DEPTH SOILS ELEV. ------- ti' �rQ1 �F-A septic system unless noted as H-20 septic components. 0 101.00 o 99.50 �� f �,,_f f t�, - � _,� 8. Install Tuf-rite gas baffles or equals on all outlet tee ends. Sandy Sandy / f f`� f s-L r•. • ' *'t;s•� 2 p 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. Loam Loom Q' j 0' �r, `' '' a.� t ' . ' `` er ?. / 10. All solid piping, tees & fittings shall be 4" diameter 10 ► �. _ .n f r F' <r /- Schedule 40 NSF PVC pipes with water tight joints. or-s" A 98.50 0`-6" A 97.50 f 2 251 S. R 11. Municipal Water is Connected to The Residence and Abutting Sandy Sandy LOT 13 L f Failed Properties Within 150 Feet. LOO # Cesspool f•b� . 98_ ` `� COMPILED PROPERTYTHE ROMLINES ARE THE SURVEY APPROXIMATE GENERATED BY s`- 30 Be 98.50 s'- 30' B' s7.00 `� TEST OLE #2 : � Med•-C Med -coon E%ISTING ELEV 9950 p� � ED KELLOGG. of OSTERVILLE, MA, ENTITLED . . Sand Sand p O "PLAN OF HORSHOE LANE ESTATES, CENTERVILLE, MA" 3 BEDROOM pM DATED DEC. 1957 Plan Book 140 Page 33 12"-132` G so.00 12"-120` G 89.50 HOUSE - & THE DEED DESCRIPTION ( BOOK 17028 PAGE 130) IT SHOULD BE USED FOR NO PURPOSE OTHER THAN #25 THE SEPTIC SYSTEM INSTALLATION. LOT #11 EXISTING CESSPOOL TO BE PUMPED OUT AND REMOVED DECK LL - = 8 NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE FROM THE EXISTING CESSPOOL TO BE DISPOSED -- - r' f0 .5�. OF AS PER BOARD OF HEALTH SPECIFICATIONS.. Depth, to Perc: 30" to Pe rc #1 (TEST HOLE 48" i J V �` WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY AS SHOWN � � --- .-•� Z � � Pert: Rate= Less Than 2 MPI i �' �`.\ ASSESSORS MAP 207, PARCEL 113 MIW29/ZONE B - INDEX = 8.1 for 11/05 1 i • ADJUSTMENT = 2.4 FEET i j `, LEGEND OBSERVED H2O Elev. = 120" or 10' below Grade (ELEV 89.00) ADJUSTED H2O Elev. = 7.6' below Grade per Frimpter (Elev 91.90) I f \� #)2 � `p 104X1 DENOTES PROPOSED LO.'�. SPOT GRADE 14,640 Square Feet +/- j 3-24•IMAM. AtXXSS MANNOLPS --------' % i X 104.46 DENOTES EXISTING 1d �• ,� , SPOT GRADE PL PROPERTY LINE F C 96F PROPOSED CONTOUR INLET ENE - -- INLET ` ` THE ACCESS COVERS FOR THE SEPTIC TANK. SHED �� �\ - -97 EXISTING CONTOUR y _ DISTRIBUTION BOX AND LEACHING COMPONENT L SHALL BE RAISED TO WITHIN 6` OF DEEP TEST HOLE & `,L.±•_r.rj•�;r -rt•.+�-?`__'pis •. / • - - FINISHED GRADE. STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-TITE GAS BAFFLES OR EQUALS - -- _ ,� i PERCOLATION TEST LOCATION PLAN VIEW ON ALL OUTLET TEE ENDS -- _ .''/�, 6 FOOT STOCKADE FENCE 3-24•REMOVABLE COVERS ,�' / O� , 3'mR clearance ,S eaeT• i' / C7 / NLET 8'min.17 121 min.kdat to outlet a• INLL7tc a,lnT-T uquu IIarel OUTLET emu}- J - - ---A' S C/ / 5'-r .: - 5'-7' ,�- ` E OF WETLA P SOT P LANE S. ' 4-O'min. / D / d b o 0.sett Li9ub _ ; OF PROPOSED SEPTIC SYSTEM UPGRADE _ PREPARED FOR CROSS SECTIONEND SECTION MRS. ELEANOR CARPENTER ,/ TYPICAL (H-10 LOADING) 1500 GALLON SEPTIC TANKAT #25 WEST TERRACE NOT TO SCALE -� CENTERVILLE, MA Design Calculations F 5' STRIPOUT ALL AROUND SAS 50 & replace with 96. ���`° REPAIRED BY: Number of Bedrooms: 3 Equivalent to 330 Gal./Day (330 Gal./Day Min. per Title V) ,� Note: Remove soil down to el. Garbage Grinder. No clean-coarse sand w/perc. rate less than or ��� LeachingCapacity Proposed: 330 Gal./Day Minimum Min. Per Title V 9� E V!1L it1 1 E. A�1111 l p y p /D y ( ) or equal to 2 min. in. before & after placement Septic Tank -- 2 x 330 Gal./Doy = 660 USE NEW 1,500 GAL. (H-10) Septic Tank. q / p Y ENVIRONMENTAL SERVICES, INC. SOIL ABSORPTION AREA: Using percolation rate of C2 min./inch Bottom Area: 0.74 gal/sq. ft. x 372.5 sq. ft. = 275.65 gallons rp �O P.O. BOX 627 Sidewall Area: 0.74 gal./sq. ft. x 78.72 sq. ft. = 58.25 gallons 0 20 40 50 isTti� EAST FALMOUTH, MA 02536 Providing: = 333.90 gallons SANITAR\P� TEL/FAX : 508-539-7966 Use: (5) INFILTRATOR HIGH CAPACITY H-20 UNITS, HAVING A 0.83' (10 INCHES) EFFECTIVE DEPTH, NOTE: INTERNAL PLUMBING TO BE RAISED 1' BY LICENSED PLUMBER SCALE: 1"=20' DRAWN BY: CES DATE: DEC. 20, 2005 TO BE USED WITH 3.5' OF WASHED STONE ON THE SIDES, AND 3.5' OF WASHED STONE ON THE ENDS. NO STONE UNDER. SCALE: 1" =20 PROJECT#SD844 FILENAME: SD844PP.DWG SHEET 1 OF 1