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HomeMy WebLinkAbout0035 MOUNT VERNON AVENUE - Health '2. 35 Moulnft Vernon Ave. A = 287—099 Hyannis i I ' I TOWN OF BARNSTABLE LOCATION J' �1n I +. Uuno^ SEWAGE# VIL ;AGE ( L ASSESSOR'S MAP&PARCEL " INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) ' jC� ( (size) NO.OF BEDROOMS �f OWNER PERMIT DATE: . H-I h 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 ZZ, 'roA r � i � No. Q l Fee v THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS s 0(pplitation 'r Disposal 6pstPm Construrtion permit Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) �mplete System ❑Individual Components Location Address or Lot No. 3r,1tovQ Vera`,'`PfVjL- Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 2a?l,*q-t � Ginn C441oiSt^ Installer's Name,Address,and Tel.No. Desig er's Name,Address,and Tel.No. /O►G ' C i °Z Type of uildmg: Dwelling No.of Bedrooms pp Lot Size 192, sq.ft. Garbage Grinder( ) Other Type of Building Re35 j, a-,4: V ( No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.re wire s S o gpd Design flow provided ,SC gpd Plan Date 3 3 s Z6 Number of sheets 1 Revision Date L Title ®��oted :rAbOfo&,y~-4 f l Size of Septic Tank 156'°p Cc?ddn S Type of S.A.S. Description of Soil LI `1Z It FAI , 32"YZ �, /,cr �clLo�.;S4 B/owr► ^ �var4ti I4ao/ &7—l-1s" C"Ca �i Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore"described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code ndanot to place tfie system in operation until a Certificate of r +� Compliance has been issued by this Board of Vealtk. Signed Date 3 Application Approved by CA Date Application Disapproved by VVW Date for the following reasons Permit No. .(� ' — Q 7— Date Issued l i U No. rg Fee V THE COMMONWEALTH-OF MASSACHUSETTS Entered in compater: j PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS N. applicatiolt r Misposal 6pstrut (Construction permit Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) �omplete System ❑Individual Components Location Address or Lot No. 3 5- m 1,4 11-er h `' - Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Gan n C Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No." S r-9 yz c- - 33Yy ` Type of Building: Dwelling No.of Bedrooms Lot Size �, �z 'sq.ft. Garbage Grinder( )' Other Type of Building 4 .' q ( No.of Persons Showers( )'w Cafeteria( ) Other Fixtures / Design Flow(min.required) gpd Design flow provided �(✓/ gpd Plan a Date 313�` `� l Number of sheets 0 Revision Date L //o k if ti Title J 64 "/ yc-^P"-1-1 Size of Septic Tank / C­ G4tlon S Type of S.A.S. V- S Go Description of Soil 0—g 2 F,'1( 3 ,-/2 A gZ--Y7 87-0 C �h/ei lJfown'S4 ye t Nature of Repairs orA terations(Answer when applicable) Date last inspected: s 1 Agreement: j 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�Codded-not-tu-p-lace the system in operation until a Certificate of Comp liance has been issued by this Board of Healt . .�; P Signed A Date Application Approved by r Dateuyt v Application Disapproved by Date for the following reasons i Permit No'. U /) Date Issued L !. --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by 4,,)1- o n P/��.7�. at �`� ' u v h 4 va n o K J� aho i.1 Po t-E has been constructed in accordance " with the provisions of Title 5 and the for Disposal System Construction Permit No.211 )'dated ,C / Installer w'" t (i�-t V 4o Designer ����, ✓c #bedrooms r Approved design flow '7 o 6h It.., t n-17 gpd The issuance of this permit shall not be c nstrue as a guarantee that the system will fu<nc omas das"g ied. Dates S Inspector --------------------------------------------------------------------------------------------------------------------------------------- No. a 16 U I Fee Z THE COMMONWEALTH.OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal 6pstrm Construction Permit Permission is hereby granted to Construct( ) Repair( r) Upgrade/(J ) Abandon( ) System located at S /41 oy h-4 V-er el 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. j•h� � P ovided:Const7�;i�nutt must be completed within three years of the date of this permit. Date / Approved by 1J5/Jb/1b1! 15:4( b08418yb1 I SULLIVAN ENG INC PAGE e2 Town of Barnstable Regulatory Services Richard V. Scali,Interim Director BAMffrAWJL Public Health Division Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Installer & Designer Certification Form Sewn Date: a I'eXrnit# Ib-(d 2 g _ Assessors Map\Parcel 'z-4 7 0 9 4' Designer: 5411ill Installer: 6oe �/, Address: '? Paric.,,,r f6a Aggi ipx LS'9 Address: 4fe - 00.arv;L /9A C On Gl �°�� 3�r�'•C �a��fr4 was issued a permit to install a (date) (installer) septic system at 5" Aooh 4 Ve.rnoh A based on a design drawn by (address) dated 3 2 0/6 (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. certify that the system referenced above.was constructe cc with the terms kstallex \A approval letters (if applicable) ��N 0 '�Asr. 0 ND 's Signature) �, IE L/ SlONAL��% (Designer's Si ature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNS ABLE PUBLIC HEALTH DIVISION. C TIFIC'M AT OF COMPLIANCE WI ,L NOT BE ISSUED UNTO, BOTH TINS FORM AND AS BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. TIIANK YOU. Q:\Septic\Designer Cartificadon Form Rev 8-14-13.doc �,ttE Town of Barnstable P# / H Department of Regulatory Services �rAB� : Public Health Division Date 2 /(—VA(p MASS 200 Main Street,Hyannis MA 02601 Date Scheduled Time—1---��-- Fee Pd. v t•� Soil Suitability Assessment for Sewage Disposal Performed By: Witnessed By: LOCATION &'GENERAL'INFORIVIA .ION Location Address Owner's Name lt��Gai 1 61, Ws I-t e0c?ml)Y1 ,�' • �p Address 3c&VAULk—L-C.A-rd-., Assessor s Map/Parcel: v� r�G� t Lk t CT��-1 Engineer's Name •66 61)60�5 ' - NEW CONSTRUCTION REPAY I a i VLQ,a C Imi 7 L� Telephone# Li Land Use Slopes(%) Surface Stones Distances from: Open Water Body a -� ft Possible Wet Area IK ft Drinking Water Well ft Drainage Way ' ft Property Line I©',- ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) {287102 287101 . • . 2871oo #41 Parent material(geologic) G4�6,� De pth to Bedrock Depth to Groundwater. Standing Water in Hole: Ar^-e— Weeping from Pit Face lfld—A—e— Estimated Seasonal High Groundwater DETERMINATIONFO WS H `TBE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft, Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level �ER�:OL �'If ON:�'ES :: Date Time' Observation Hole# 3 Time at 9" Depth of Pero v < Time at 6" Start Pre-soak Time @ Time(9"-6") IPA%�t End Pre-soak Rate Min./Inch H lit Site Suitability Assessment: Site Passed �� Site Failed: Additional Testing Needed(Y/1) Original: Public Health Division Observation Hole Data To Be Completed on Back---------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEP OBSERVATION HOLE LOG <Hole# Depth from Soil Horizon Soil Texture Soil Cclor Soil. Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.0 Gravel) si Ilk 4�zl,A,- 10 K�V2, V-47 aW e-0-7 w Sa to.rt 54 DEEP OBSERVATION HOLE`LOG ` Hole.#' _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.° Gravel Tf 39-5 sa t 1aa79 10 16 .DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture Scil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.° Gravel) 0— q 8 y,{ sfIAI AV &ACd 0-? �w COa DEEP.OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel o J4 16 r/Z Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes _ Within 500 year boundary No Yes Within 100 year flood boundary No Yes Death of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? S If not,what is the depth of naturally occurring pervious material? Certification I certify that on 7 11 rZ (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,' ' ertise an x ex erience described in 310 CMR 15.017. Signature 2& Tr Date 3 l0 Z Q:\SEPTIC\PERCFORM.DOC (� TOWN OF BARNSTABLE LOCATl©N �1(Unt lrn4JL SEWAGE # ✓'��� VILLIGE V11'�>' (iV ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE'NO C&(�� SEPTIC TANK CAPACITY 1CCO gtkAk• LEACHING FACILITY:(type) O i t (size) i NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER 1 BUILDER OR OWNER DATE PERMIT ISSUED: 22 DATE COMPLIANCE ISSUED: ._ LZ ., / 1 VARIANCE GRANTED: Yes No / F 1 V o qq �j��p r No._ X Fizz 3.0...:"�... cwao THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH Date TOWN OF BARNSTABLE Applirativit for Diripwial Wurlt,i Cnowitrurtinn ramit Application is hereby made for a Permit to Constntct ( ) or Repair (✓) an Individual Sewage Disposal System at M0017f ) � V)t d ..�---------------•----------:-----.1�---�------- ---- -A-A..... •.•••------•-------••-----.•.•-•-.••------•----..-••-........_..•----...--------._..._____...----- or „„ j�rc_s c - Ocn , ` � n d res It -- Installer Address UType of Building Size Lot............................Sq. feet ►, Dwelling—No. of Bedrooms-----------------------------------------...Expansion Attic ( ) Garbage Grinder P16) aOther—Type of Building ............................ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) 04 Other fixtures ------------------------------ W Design Flow........... _____________________gallons per person er day. Total da• flow_._ _. Ions. i WSeptic Tank—Liquid ca aci gallons / Length._.- _._.-_-. Width_---._r-.----. Diameter________________ Depth................ x Disposal Trench--:�o. �_____________ Vb'idth_._...7...____._.. Total Length......4P_.._._... Total leaching area....................sq. ft. 3 Seepage Pit No..................... Diameter-------------------- Depth below inlet..................... Total leaching area..................sq. ft. z Other Distribution box Dosing tank ( ) 1.4 Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. ]................minutes per inch Depth of Test Pit.------------------- Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ............................................................................................................................................................ C) Description of Soil......................................................................................................................................................................... x x ••--••-•--•--------------- ---------------------•-------------.-----•-•----------------------------•. --------•- . ----- r:-n--,--l-- U Nature of, spa r Alterations—Answer when applicablelS. �__, --��` �:.hj._..z'�^`c ...... --- ...-•-------.•--------------------------------------------------------------- Agreement: . The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code —The undersigned further agrees not to place the system in operation until a Certificate of Corn 1' issued by the board f healt Signe .. .... ........ ................. .................Da.............:...... Application Approved By ------------ �. ........._.................- - .. ....> 1.= r:T_-- �'' Dte Application Disapproved for the following yeasonf:. .................................................... . ........ .................................................................. ............. ..................................................... . ...........................:.................................. ..................................................... ........................................ r Dare Permit No. ........... 3=- ..t -.a,---- ----- --- Issued ........... ........... . .................................. Dare .,.ii«.�a.�mt.,s•.t.+:'s—...16.a..., ay...�,:.:,,t.-,,,,_..,.,.,. �.-.S...A.+.'.C.--'iU+*<..�:i"'';,...�`.r-.-�]}.;,;,•il.�::5ttl.+,;.y;w._�r� .- -- .- �F.w.N"'..,.r.e.�-..-._.--",.,ra.,..i....,".J;,_-�........._y;.�, �a.{'n...'-S,r.►�..r.�hrA..+'"'�'W:wal.'��...:�'r3yi..4,,.r�.r� No.... �" Fas....... .................... THE COMMONWEALTH OF MASSACHUSETTS 1;7/� BOARD OF HEALTH TOWN OF BARNSTABLE All phratinn for Diripaiial Work,i Tonstrnrtiun 11nmit Application is hereby made for a Permit to Construct ( ) or Repair (�an-Individual Sewage Disposal System at: -� :�- lq,)004� ....................................•------••• •..... Location- Vdross or Lot No. Add a ....o � ---••�6p�I�/ .<<.=d•----�.%...�s ..... ..- _(� <v....,. ?----......... Installer Address UType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................_--..---.-.-_-Expansion Attic ( ) Garbage Grinder `( � aOther—Type 'of Building ...........•--------_--.--- No. of persons -------------------_-_ Showers ( ) — Cafeteria ( ) dOther fixtures _......-•---v------...-...--•----.....--•-----p------•------••:--•---•------:----- = WDesign Flow........-. .. . ................_-gallons per person per day. Total dai,l.�1 flow..._..-.. .:._----.....................gallons. WSeptic Tank—Liquid capacity;`X.-.gallons Length-..- 4....... Width..-..-.Y_---- Diameter---------------- Depth................ x � Disposal Trench--No.� I-t......... Width.....Y-.------- Total Length------e4......... Total leaching area....................sq. ft. 3 Seepage Pit No..................... Diameter...-..------ ----. Depth below inlet.................... Total leaching area...................sq. ft. Z Other Distribution box ( ,.) Dosing tank ( j Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit--.................. Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a •------•-----------------------------------•----•------•---------•--------••......--......................................................................... 0 Description of Soil........................................................................................................................................................................ U -•......-••-•-••-•••---••..........••-•----••-•-•••--•---•••-•-•------•-----•-•••-.........-•-••---••••-•••---•v••••••----••--••--••--•---•---•----•------•-••-•-•••-•••-•-------------••--•--------••- x ... •-•-•-•------------------------•--••---•----...---------------------•------.....••-•-•---••-•••-----•---------------•------------•••••---- . U Nature of Repairs pr Alterations—Answer when /QJ-----�J ` !GLW-Ia ............----•---- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code —The undersigned further agrees not to place the system in operation until a Certificate of Compliance has-bee-/issued by the board of health. Signed--- .. ...................... .........�. � �'% .... .................�.............:...... te Application Approved B .. -. ..................... , Dace Application Disapproved for the following rearons: ... . ............ ............................................................................. .......... . .. . ... ...................................... .....................-----------.-. --- • Dare PermitNo. ...........73,,.... .................. Issued ............................ ................................ Dare t THE COMMONWEALTH OF MASSACHUSE17S BOARD OF HEALTH TOWN OF BARNSTABLE 1_ Tertifirate of Complianre THIS IS TO CE f7�IFY, That the Indiivii ual Se�wage by......................... ....... Disposal System constructed ( ) or Repaired (----�� `�.!JY �l.(L _.._.......... .......... .... . ....... .._........................... at ...................... �-�.------.MOVA� ..----�i�PL'�(�L........�'�-C.:.. -L���lf.`l�?�S D��`.. has been installed in accordance with the provisions of TITLE 5 of�t'The State Environ ental Code as described in the application for Disposal Works Construction Permit No. ...-......7..3_-..�.��.... dated .....___......... .......... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE. SYSTEM WILL FUNCTION SATISFACTORY. DATE................... ; Inspector --------------.�., ----. .........------ r . . _ / - THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE No._.� ��.-'w-�� FEE...... Dispmmat Worb Tuntrurtivit rantit y g � 0 ,/, � �1 � d . Permission is hereby ranted - -- -------/-y . = to Construct ( ) or Repair_(/I a Individual Sewage Disposal System` at No.......... ........... /....q f- `'" E 1/GC... %C�- u ------�\--U r�!'1�/ .. / _ Street as shown on the application for Disposal Works Construction Permit Dated........................................... ............................. ----------........------ --------------- ---------•-••-- � � DATE............... -.�.�... ----- J--•--------------------------=--•- Board of Health FORM 36508 HOBBS&WARREN.INC..PUBLISHERS ` 1 i Jahn DVorsaek A~chite:%•t I,tc •ss ttnlim Do. HgMv'M'i1a1;5uMe 2A Faa,ai MAC2a D: 3. F— 124 FnmpNa R1002:A1 W vmwgF lec:'ioia 50?S10.3WC.„.rma� •.P�a�A"mcMec_:5om -,5D_E-SW3SI6 tu.' Owner&Property Location: i I-W ADDTTIOM' W Vl II I 001 002 003 III III 009 iNEW SLAB ON GRADE EXIT.CRAWL SPACE EXIST.CRAWL SPA E I I I'I STORA E O r i rew cone atrea mw 4one al. G z l'ffiw GON at_4a I(I I(I ———----- ----- ® — oos olo 7 c MliJ I? Ala G AGE NEW STORAGE Ifl r B=Tm COW-SLAB `✓ f I I � III • I I � � '� ram': II ICI IEI � � Q r �i � III I I , 0 u II L'� L1J - �i -- o �3 I II 005 I I cur -Wwullrtm I, I MECH ® I I . , 006 i 3.e 1 ,r �n III 3z"xao 2,X8 o I I f/ I I I n I I I 1 General Note: drawings and all of the ideas, I! II O ___ ___ concepts,designs and plans NEW FULL ASEMENT ____ I_—_—_—_ ____—__ a indicated thereon or represented. I — d caned by and remain the property ..owned Architect LLC None of the designs,details,or ideas hall be iniliud by any person,firm I I A-06 r corporation for any purpose ceps with specific written pernission �`� of John Dvorsack Architect LLC fff t ® ® 1 I iProject Number: am 15-141-CHAP Issue Date: ss+a 35.50 03.19.2016 4• Revision Dale: i 5.5 1 32 I M Drawing Title: - / I Ground Floor Plan I jNew Shed Addition: 324 S.F. (Unheated) Drawing Number: Finished Mudroom: 186 S.F.(Renovation) II New Full Basement: 376 S.F. (Unheated) V I • A-0(0 FOUNDATION PLAN SCALE:1/4"=1' " I CD 75% 03.1 -0 .2016 new ADDITION :✓� EXIBT4IC f7PIMG ROOM ALL tEW CAnSTRt1CTlOn FROM FlRBT FLOOR DECK IgW ADDITION - a✓rTx,:�S eRCEPT EXISTPIG FBiEPLACe. John Dvorsaek 1 L1 Itf=et Lt e afgAS�E'i1a1;5id'a]A moinA MFE250 FMmWn W0.25AI A rsfec;.mm 50¢3eo eic.=.v,. - Owner&Property Location: r ttl-O' '-0' EQUAL EQUAL 41b' 4'i' d4'-14 F- rTl w W 777 SHOWER F1 Al A-06 2 4 Yx FiI r� L O PANT. S. 114 Fc li t ❑ ��T•^/ 104 s ` ' ® 103 STAIRP� �4? N ® [DESK ® LAUNDRY y��ry� ROD. "1 0 11 BAR eusmmar-s' ® .S iK I x REPLACe wow STOVE �� �CSOENED PORC Ar #I O �.—.{ lM/EATIS c ® TT:1-a RflERgR wPlOowl I I T 119 1 � P.4 � 0—DIP ING� 1 pyE HALL ®X POCKET DOOR HALL ® � 0 � r j(J 24"Xx0" a CO x® ❑_F_ LER❑ ` M TIZI COATS® ]'] I V p O1 0 h BFELVEB 24"Xxo" 20 LZ IEDROOM#2 DEC K x - 3 I OA ROO 121 w seAT Izz General Note: ur ® RS BEL.O t 3HELVE3 I a t(i_ tl 28'X80" I U8 The drawings and all of the ideas, ' POCKET OR®10 PWDR� 15 © oncepts,designs and plans 4B,-0, d0'� y _ ndtcated thereon or represented 00 p: wned by and remain the property m'-O' X 12 E TRY of John Dvorsack Arehitect LLC. 7 a N None of the designs,details,or ideas IO shall be utilized by any person,firm 7y� or corponnion for any purpose except r,, mm, - - c with specific written permission �133' of John Dvorsack Architect LLC . t Project Number: 15-141-CHAP ®9 I0 IS 12 ,. Issue Date: First Floor Area: 1,263 S.F.(New up from first floor) 03.19.2016 Existing Dining Room: 327 S.F. (Renovation) Addition Over Shed: 162 S.F. (New Addition) Revision Date: Entry Addition: 260 S.F. (New Addition) Screen Porch Addition: 376 S.F. (New Unheated Addition) 35.50 TOTAL AREA: 2,387 S.F. ❑ 5.5 - Drawing Title: 3 First Floor Plan M 910' 4'-10' 4 6'6' B'$' $IV 610' Drawing Number: A-0 I FIRST FLOOR PLAN SCALE:1/4"=I' j CD 75% 03.19.2016 � John DVorsaek A-ahttr.:ctatc _s H§hfiwdDr , -.Hg�w Hal.swxu Fa'TW MAB254D. i P.O:Box 129. FalimtigA Mx 02S1f 'vrawad m)alec.� 50857636C6�:;nn� •.I�'d+t GuNKK.mm 582640�618 xx1 - y w N N w Owner&Property Location: 68W 4660' 19'-6• 1 2B'-O' rC 7ti1' 466r 4'-W 466• 419' 44-8' 4C 6W W Z 5 I I REAM R01.1158 ------ �MUSTII A{K I I I wmwaw wo o — — — ----— ------- — < -- --- — ----- — ——— � va —— MUM I ©o ® STA ATTIC aT I m l6 o (�• O 24 X®o^ EDUST �L2 OUS 30"X80" z -N S. BEDROOM 3s t QSE C�Z. ^v R D l E a H l I z4^xao^ raB L 000rt i 171, J i ® t I s6 0 I I ZJ m I IN 216 ® i — ROOF BELOW :�. I TV ON WA4.L h ..... LIN i OEBK i V N ® r-0-31 HALL ". p ✓ J POCKET Coon 30 „f„.�28 7C80 `OluEir�" l © STAIR HA L I a vowM I —————————— --- y 1E I b II II I I ® I T l M �j ® 2 �. 213 I I I DECK BEWW 1 - ' MASTER IBEDF OOM#5c BEDROOM I I ® csnwnRALI i - SE.4 ORAW ® I I _ ® ORAWERB N LOW BAR 214 `r�'t 215 i 7 + General Note: L The drawings and all of the ideas, .LYE ""•""' I 71 c ncep[s,design and plans ` S �.� indicated thereon or represented OPTIONAL RETRACTABLE —![$- / HIOIY TORA6E a caned by and remain the progeny AWMM6 ABOVE "I !� I BM of7ohn DvorsacA Architect LLC. I 218 E / 42'H16H WALL None of the designs,details, idea. .�a.� I ROOF 15ECt�"�"I I I shah be utilized by any person,,Firm Z. o i ._.... r corporation for any purpose except � f � - `.. t with specific wn en perrmss on - - of John Dvorsack Architect LLC r �'�: I' ! ::: A .r ' Project Number: 1 , I t N - ..L ... , . 15-141-CHAP T Issue Date: g-0 °-0 4H0 A41 s 66= 03.19.2016 Revision Date: I I I I I Drawing Title: I 1 Second Floor Plan I I Drawing Number: Second Floor Area: 312 S.F. (Renovated space) Second Floor Area: 1,215 S.F. (New Construction) Roof Deck: _ 381 S.F. A-02 SECOND FLOOR PLAN SCALE:1/4"=1'-0" j CD 75% 03.19.20.16 j � 4 ZONE: Fn Finish Grade ' t % Existing Septic "fank & Pit /ro Be Remove i I 1 i 1 1 /y4 3' Max. { {) {{��,_ ={ (�j�={�{� {{��, {``({) E{�}� t / -x-��--��~ ��� , , Area (min.) 43,560 SF . Proposed �� m- e l f ' p / 9 Min Compacted Fill (min) 20' " F 1 1�..3• � Additions Fron to e min / ✓o Fabric Width (min) 125' t 4 a17 Setbacks: l f ,1 1 \• y s"�f�rrt �.�\ ti� c , An d/Or Front 30' y r o ,i f /F Side 15 2 1 8" - i 2 � 8 `'..E....f e No ea Stone ear 1 }` ". .. 5, Strip Out H-2® 3/4" _ 1 1/2» LEACHING Double Washed - c ce/Dtl Stone nr d CHAMBER p FLOOD ZONE: �x o � 5 Strip Out O /��',- 1 )o 9 �a Zone: X 4 - 10 FEMA .Map No. �• ram" 12' 10" 25001 CO568J July 16, 2014 Location trap CR1"-2,000f' • a�� / 1 = ��` !' ,J NOT TO SCALE ASSESSORS REF.. / lt5 z /, i �o ®� - I ! 1 0 Map 287, Parcel 099 Paved Dri ` f l N/F / / -�CS�p / Zia' awn 4� +~ j .�'// 'i! Wall t o be j o I 0 Christopher 1/Pogw Tr - , OVERLAY DISTRICT. 7399/i / 1 j` )I' \l ` I '4 r' -'- P/ ase j __ ` \ ® PERC TEST: 14,966 AP Aquifer Protection District / �� .1-1, / -/ ,516 51 6� /' wart l I t t � PERFORMED BY:CHARLES ROWLAND,ETT-SULLIVAN ENGINEERING / SOIL EVALUATOR N0.13586 Parcel Area f 5 ropo /;i ► i �A `�6� �, \ Edge of Access WITNESSED BY:DAVID STANTON,R.S.-TOWN OFBARNSTABLE ` Easement (see PB92/107) MARCH9,2016 18 182f SF , ' / dt S -' _ - s ! �. SITE PASSED �+ /r ►�+ [t / 41 �/ lawn ' /i � � / / / / `r / / LCB �' � / `�a \ � SEPTIC Ili NOTES / 'P @ -\ � �1 c�' ® fees my o 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours k u 10,1 / TEST HOLE- Ji EL.32.0 TEST HOLE-2 EL.32.0 Prior to Any Excavation For This Project the Contractor Shall Make 7gnt Ei=2B.s NA ! o ce/oH \ the Required Notifications to Dig Safe(1-888-344-7233)and contact �...� 46.6'1' To of LCB d FILL':'.':':':'::':::':' .':':.':' :..'gI1.I!:':':'::':':::::.:.:.:::.:.::' �. .............. / Lawn 1 " ':; .'. ' ' '& Sullivan Engineering&Consulting Inc.(508-428-3344). '•�.,. ,i � ..�•'� I ,- I � 2 SAND&•FEW CINDERBLOCKS'. 29.4 "'•'� :'SAND'&-FBwcuaDER•BLocxs • 29.5 / t ti r` 1 CB/Dtr A LAYER.IOYR•212.'.'.:'.'.'.'.'.': ti Fnd :. RY:DAR :'..:': . t41 AYER•lUYK7J2. :.':... 2.The Contractor is Required to Secure Appropriate Permits From Town -•.,� 5� r ' / ;: . Lawn ( ::;'::':'......... ...................... .. ....."....vEitY DA .Bttiiwrr•:':':';::':': Agencies For Construction Defined by This Plan. i Ao 42" .::.'.'.'.'.'.'.'.::.SANUY.LOAM.':.':.':.'.'.'.':.' 28.5 44" SANDY•IOA1vI:..:..'..:.'.'. 28A .':Ba:AYER'10YR-5i6.'..'.'.'.'.'..'.'. 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall / \ p1,AYER'roYR's/t�'.•::.'.'.'::.'. pP Y N/F \ sri?t t rivVk§tl:i i wri:::':' YRLLc�vvisll•Bztov�ay....'.:':': Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to Ff John W J. & Elizabeth G Campo 87" '•'•'•'•'::.'.:'•'•'•'•x CIAMY.BAND.'.':'::':''.''.'.':' 24.8 82" ::iOnsArin::::: ::::25.2 Assure Watertightness. Water Line location to be Confirmed prior to C148305 "� C LAYER IOYR 6i8 C LAYER IOYR 6/8 ' BROWNISH YELI.OW Construction. In General Water Lines Shall be Constructed in �/ /..,:r'' tij� ,',:•' -.••- _ BROWMSITYELLOW � f- LOAMY SAND 1321-1 LOAMY SAND 21.0 Coordination With Hyannis Water,and Shall be in Accordance PERC TEST 24.6 -..,. �,,••` �-'" '�' ..�„ NO GROUNDWATER ENCOUNTERED`-.... �.: :•. f''"`1 ce/arr �- _,.,• 2s GALLONS GONE IN to MIN. With 248 CMR 1.00-7:00&310 CMR 15.00. .... -... _...._-�'-��� .:..•- // Fnd '."-, 135" PERC RATE<5 MINIM(LIAR-0.74) 20.8 4. All Components to have man hole covers to grade. N/�_....._....._..._._... ..._W__ NO GROUNDWATER ENCOUNTERED �- .� p 5.All Structures Buried Three Feet or More or Subject Katherine rson Mass s Trust 1 to Vehicular Traffic to be H-20 Loading.It is the Engineer's Katherine G & tl Alverson Trs �y 25397/147 � TEST HOLE-3 EL.3Lo TEST HOLE-4 EL.31.o Recommendation that H-20 Always be Used. ................................ ry 6.Install Watertight Risers and Covers to Finished Grade 4 :': :': .'. .:. '.'..':.'.' Over Septic Tank Inlet Outlet,D-Bo g:'Fit ..:::':.::::':.:::.' '::': ,:':::':'::' :...:.:..:.:..... ep and Two Leaching Chambers. a8 .'snivii'&.]MW'C1NI) li Bi Ochs 27.0 46 ' ' :'SA7�I)'&:FEWCiNDBR BLOCxs'• 27.2 All covers are to be maximum 18"for concrete or 24"Cast Iron. ` ' Y ....L..... .IOYR 2/2.'.....'::':':: ih.1 AYER)OAR 7J2:.:.:.'::.'. s� :'::' ':':.... .. :.:.:'.. 7.Septic System to be Installed in Accordance With 310 CMR 15.00& my. KBROWN vEky,'b 6 '' .. 248 CMR 1.00-7.06 Latest Revision and the Town of Barnstable �" ..':::.'.':.'.".'..SANDY.LOAM'..'...'..'..'.'.'.'26.0 62" SANDY•IOAM...::.'.'.:.'.'.' 25.8 d .:B :.:'.:':.::':B LAYpIa.IOYR.5/6...-.•......:.:...:. Board of Health Regulations. ::.':::.'.'.YELL OWISH BROWrI'::::::" :.......ntL6 ISH•BROWN 8.Ail Piping to be ch . P $ S .40 PVC. 24.0 86" ':::.'.'.'.'..'.:'.:.IA[3tviY.SAND..'.':::..': 23.8 1 C LAYER I OYR 618 C LAYER IOYR 618 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum BROWNISH YELLOW BROWNISH YELLOW Sump of 6". LOAMY SAND 132" LOAMY SAND 20.0 10.The Separation Distance Bdtween the Septic Tank Inlets and PERC TEST 24.0 NO GROUNDWATER ENCOUNTERED 25 GALLONS GONE IN 10 Mint. Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend 132"1 PERC RATE<5 MINIIN(LTAR-0.74) 20.o a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" NO GROUNDWATER ENCOUNTERED Below the Flow Line,and Shall be Equipped With a Gas Baffle. Vent-with Charcoal Filter Final location to be determined in the field to be as inconspicuous F.F. El. 40.4' as possible Garo a El. 31.58' See Note 6 (typ•) 4' of F.G. EL. 31.'+ - *Final Foundation Grading To Be 15' Covers to Stone F. Min. -CCS7 '- - - - - - - - - - Coordinated With-Landscape Plan _ 3.75' Complies I - -5' Strip r DESIGN DATA Flow Equilizers -�1 Out EL. 27.15 As Required Breakout I I Ven t Single Family installer To 1500 Gallon I Room Count:8 Rooms/2=4BR Con firm Prior EL' Septic Tank EL. 26.50 26.0® I 5 Rooms with beds in them To Any Work p ToaEELL. 27.00 ! H-20 Required H-20 I -5 Bedroom @ 110 GPD (See Note 5) D-Box EL. 26.24 12.8 o No Garbage Grinder Leaching 5' Strip out I ' Total Daily Flow=550 GPD To Be installed On 5' Strip Out CH-20 r I Use a 1500 Gal Septic ep'( c Tank Stable ompac a ase ! Bedding,"T"s Bot. EL. 24.00 LEACHING AREA Inspection Port. ...Tf �rreLst+nler.trdey; I ® 42.0 I 550 GPD 10.74(LTAR)=743.2 SF Required & Baffets All tlY,sufit....................�l S4)/s..........iViltllri ' o o as Per Title 5 ;3?3dii:#er :The te.r+t d - J Sidewall=2(12.83'+42)2'=219.3 SF :. rn - - - -. ..- _...- - - - - - - --EL. 20.0' Bottom Area=(12.83'x 42)=53$.9 SF No Groundwater L DPROFILE OF S YS TTotal Provided=758.2 SF DEVELOPED PROFILE OF SYSTE Per lest Hole 1 EL. 5 �+�''+ c LEACHING CHAMBER DESIGN Groundwater NOT TO �.7 VALC All Pipes to be Schedule 40. Use NOT TO SCALE Per T.O.B. standard 4-500 Gal.Leaching Chambers in a 12.83'x 4T Washed Stone Field as Shown t _ Legend: El CB/OH - Concrete Bound w/Drillhole A O LCB - Land Court Bound o utility Pole Revision: Rotate SAS to avoid ro osed retainin walls. 14112120161 � Guy Notes/Revision: PREPARED BY.• Light Post Title: PREPARED FOR: -pHW--- Overhead Wires .1.) The topographic information shown was obtained �� � h� - 25- - Elevation Contour �•�► /"" S. 9 y on the ground by conventional survey methods on (or UiJrcl� Edward 81 Susan Chapman Underground unlit Line between) 301JUNIll and 16/NOV/15. CapeSury Proposed Improvements t CV Deciduous Tree 2. The property line information shown hereon was w; ) P P Y ' 23 West Bay Rd, Suite G 0 compiled from available record information. Osterville MA 02655 3 Mount ern®n Avenue •,,� (SW)428.3344 - P.O.Box 659 7 Parker Road,Osterviile,MA02655 (508) 420-3994 / 420-3995fax + Coniferous Tree 3.) The elevations shown are based on the North secl@suilivanongin.com • wwwsultivenengin.com www.capesurv.com BAR LE (Hyannisport) SS American Vertical Datum of 1988 (NAVD88), a fixed 20 0 10 20 40 80 "' • mean sea level datum. Calc: CTR Field WHK/KAR Review: RRL : +e. 4, Date: Scale: p/ / / g Review: J00 ComDraft: KAR RRL CTR Drawin # C469_2G1 ex1 March 30, 2015 1 "=20°