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HomeMy WebLinkAbout0048 MAGNOLIA AVENUE - Health 48 MAGNOLIAAVE. (form "32-34'. A = 225 011 Centerville SMEAD No.2453LOR UPC 12534 smead.com • Made in USA 4 R39 ugDoIrrup 0wLN OIFI M " w� a TOWN OF BARNSTABLE LOCATION W /Vag v10 1 lct o qU Q SEWAGE# VILLAGE C-mlA t g S N�y ll© ASSESSOR'S MAP&PARCEL j PO 3S INSTALLER'S NAME&PHONE NO. R0 S &Ca,,C -e " J aR-�f��C�(77 SEPTIC TANK CAPACITY Hlo 206D as l t g5J!! LEACHING FACILITY:(type) size) 101, NO. OF BEDROOMS 6 , OWNER �. PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: `• ' 13!n. Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility `Feet S Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) � u'f Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leachin facility) Y'. Feet . FURNISHED BY out o Ail bj 71 0'4, 3I-q /Y�� � G vy' 1 d �q 6z J u b , n� 6 L1 h� U � No. — `o ✓ � 'I> Z� v� Fee 1150 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01ppritation for Disposal 6pstrm Construrtion 3oPrmit Application for a Permit to Construct -,.)10'Repair( ) Upgrade( ) Abandon( ) 26mplete System ❑Individual Components Location Address or Lot No. � oex— Owner's Name,Address,and Tel.No Assessor's Map/Parcel Zz$ 01 3 Installer's Name,Address,and Tel.No.u�-'� (If�� Designer's Name,Address,aak�,d Tel.No. 5�1 mn CnStincsrr�j+L&,^W1vt) snL lRok'sJl Clfl �� 3oxes9 50V_`M9_n Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(00) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided Cj 53 gpd Plan Date P&r- ' mr 1o,Zp15 Number of sheets 1 Revision Date Title 51,k Vre'icmcr, Size of Septic Tank Z po® Type of S.A.S. 6-5t* (.A Cyy wn, ti li-I� 7Z� Description of Soil I yy 9 Z�1 0- 0'� ;:kLL 10-112" IN L AAER, Lthn 3b-i4ti' C. LI*-t*, 161fUtI3 meD toNyo7 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board o alth. e Date Application Approved by Date h Application Disapproved by Date for the following reasons Permit No. e,> — 440 -b Date Issued 3 �5 r / C - � No. �-�� yO Fee so i THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: '� Ye PUBLIC HEALTH DIVISION - TOWN-OF BARNSTABLE, MASSACHUSETTS 01ppYication for Misposal �_ ipstem Construction Permit Application for a Permit to Construct(V)-'Repair( pftrade( ) Abandon( ) -.�omplete System ❑Individual Components { Location Address or Lot No. Owner's Name,�Address,and Tel No -s���-- Assessor's Map/Parcel Z2S of 3 Installer's Name,Address,and Tel.No`SQi O/7-7 Designer's Name,Address,aqd Tel.No. i 5uk� -^ t m_ Type of Building: Dwelling No.of Bedrooms V Lot Size 1.77 sq.ft. Garbage Grinder(No) N Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) $$o gpd Design flow provided 1'j 3 gpd Plan• Date Pwzi' to,tDk5 Number of sheets_ Revision Date Title _5,\C 1 kr� Fir `�� w�o�avcN.b.1S Size of Septic Tank ?.,Goo Type of S.A.S. 8-500 (PA (hF;Y,VA(- � .. IZ•lo �7Z� Description of Soil P1, 0-t o" FILL 10-1 k" N LOt`\E.IL %61(, 31 Z 5 R.No` C hA nn$ 36-14�i' L LNk-$, t6)K413 ,ma SPNJ Nature of Repairs or Alterations(Answer when applicable) i • Date last inspected: Agreement: w 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 fit ental Code and not to place the system in operation until a Certificate of w Compliance has been issued by this Board o alth. 5 Sig e Date �'y/(v Application Approved by 'F Date )J 3 1s Application Disapproved by Date for the following reasons . . r Permit No. -� G)._ ��� Date Issued --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(ter Repaired( ) Upgraded( ) Abandoned( )by at 3Z+3 q b 01 v10 w— has been constructed in accordance ) with the provisions of Title 5 and the for Disposal System Construction Permit No.aG►5-L Kto dated Installer S EX ✓d 11, tiC [ y! C Designer #bedrooms gj Approved design tlooq\ � d gpd The issuance of thi pe it shall not be construed as a guarantee that the system wir func 1 as desig Date Inspector 'W --------------------------------------------------------------------------------------------------------------------------------------- No. yC �j t-/G 10 Fee 150 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal :!&pstem Construction Permit Permission is hereby granted to Construct Repair( ) Upgrade( ) Abandon( ) System located at 3ZA 3`1 �✓, e��-c__ 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 ist be qol pleted within three years of the date of this perm' . Date J/ 5 Approved by DA '—" Town of Barnstable Regulatory Services Richard V. Scali,Interim Director • snntvsrne[.E, Public Health Division i639� 1� ArE p�A Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: �/�1 Sewage Permit# 15-40(, Assessor's Map\Parcel 11-1 035 Designer: s�,����_— 5�he�r�S �(6„�S„����� Installer: Zags aca,J �C Address: Zoo ,&S q Address: �f Ec.' _13 US\rer-v�k�k ,VV1VV �k r�w as issued a permit to install a On i� (3 (� li �� �xC'cr�1��:�J (date) (installer) J septic system at `�$ `�� uri'�'�"6 3z- 3�) based on a design drawn by addres �v �� uneen dated Slay.. VD Z-°tS l( esign y IZ`I Ire rf 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. cP\TH OF � _,4Y I certify that the system referenced above was constru c�;nscomphance,with the terms of the IAA a val letters(if ap icable) JOHN C. cGY Y o ODEA r. v CIVIL NO.48168 ' (Installer's Signature) 9°.c�sF1'/STE(��O S�ONAL ENS 11 (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc oFIMF Town of Barnstable P# l q e z.q P. o Department of Regulatory Services sA SSBm Date ' Public Health Division "(� I� M y MASS. 039. 200 Main Street,Hyannis MA 02601 Ala,d Date Scheduled 7 Time—�- Fee Pd. Soil Suitability Assessment for Sewage Disposal rm Perfoed By / / Witnessed LOCATION & GENERAL INFORMATION Location Address , dd Owner's Name /rve ��^a/o( D �r�-Jell Ti� vAA� J Address / �fpuS2 1, � *— ZGe-vhs �'o� �✓r sk M A Assessor's Map/Parcel �! Engineer's Name �25 6i r �- z2bl�3� SvU�`li�n G- .i.P >'1 Cp/�Su(�,rtf l,,C NEW CONSTRUCi I/ON / REPAIR Telephone# Land Use k425,i��t-r<,q:1 Slopes(%) 9/0 c Surface Stones /f/b Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line S --I— ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) ? N C V'fO N MAGNiOLIW AVE O N O N tl� N O O Av, ( ;G an Parent material(geologic) Depth to Bedrock S� Depth to Groundwater. Standing Water in Hole:fah ia- Weeping from Pit Face 4/O y Q Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date 4?'Z3 Time Observation Hole# Time at 9" Depth of Perc o 2.C/ Time at 6" Start Pre-soak Time @ 0 Time(9"-6") End Pre-soak �h'•ft Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) 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 1 ` DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Graven 4o44, C/o (, �'1 Sa., l a� C13 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 to Ye 3%2 -13-,- LPi04 S to C DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Graven t ( r �w C.(9rfak✓J� 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) 0-6 it r'-ff ��'iP Jo,,'( n /P Flood Insurance Rate Mai): Above 500 year flood boundary No X Yes Within 500 year boundary No_ Yes e, Within 100 year flood boundary No yes ;��t.{ - �, $•;�?c� :�.$ h /-} e _ Depth of Naturally Occurring Pervious Material trt--e•r,+�. e,t of &o—A-- Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Vce S If not,what is the depth of naturally occurring fervious material? Certification I certify that on 7 if Z (date)I have passed the soil evaluator examination approved by the Environmenta Department of l Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature 1-lej Date Q:\SEPTIC\PERCFORM.DOC No.....°' d_.... C .' �� Flzs .................... J THE CO MONWEALTH OF MASS�CHUSETTS BOARD . F HEALTH . .........OF...... .. .. �........... . ..... ................ Appliration -for Uhipwial Works Tontitrurtton Puniff Application is hereby made for a Permit to Construct (!A ) or Repair ( ) an Individual Sewage Disposal System at: L o d3 G:Jll tl L t i-chi l fs .�r -•----.....--•--•----••----------------------------------•- �`1 1 - 1 ;1-4.......................... Location_Address or Lot No. caner Address ca w- �>z. � z� . � Installer Address PQ UType of Buildii Size Lot. .: .. _...Sq. feet Dwelling—No. of Bedrooms..._— ...................................Expansion Attic ( ) Garbage Grinder ( ) per, Other—Type of Building ___________________________ No. of persons.--------------------------- Showers ( ) — Cafeteria ( ) P4 Other fixtures ...............•---•----......._.....-•••••••-4- w ow.Design Flow s .............................gallons per person per day. Total daily flow----- ..........................gallons. WSeptic Tank—Liquid capacitv.6_?P.�..gallons Length................ Width................ Diameter---------------- Depth_-______-_.--. x Disposal Trench—No. Width__;.11±4*_6___ Total Length.................... Total leaching area....................sq. ft�' Seepage Pit No..................... Diameter..................... Depth below in; _____ _______------- Total leaching area..................sq. ft. z Other Distribution box ( ) Dosing tank ( ) a,d^ Percolation Test Results Performed by........................................................... .... Date...................... Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water.-._!I __.. ..._ . fs, Test Pit No. 2----------------minutes per inch Depth of Test Fit.................... Depth to ground water...-._..._-._--__------. --.- Description of Soil----- ,L —_ .�._ � U ---------------------------------------------- -`--- '.-- - ------ �..L...... -------—-------------------------------------------------------- w U Nature of Repairs or Alterations—Answer when applicable.--_•-------------------------------•---.-..------.--_-_-----------------.------__.._---__------ -------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article \I of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed---G- --------------•---tl.{. d1 ----------- --- ------------------•----- Date _ Application Approved BY -a �_� ._` _` v e� Date Application Disapproved for the following reasons-------------------------------------------------------------------------------------•---- ............•------- ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- f. l Date PermitNo........................................................ Issued..--........................................................ Date ---- - -- --- -- -- - ------------- --------- ------- ----- — — THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH AA 1...... OF.......X�:'.1.:-+n: � t - Application -fur Dhipooal Works Tonitrurtiun Prrntit Application is hereby made for a Permit to Construct (//) or Repair ( ) an Individual Sewage Disposal System at: L o7" Mr1GiJa1- 1H AVM- 17t -----•---------------•--•----•---•-•-----------...----•------------------------...._..-•---•--- ' r I car,,, = ------. Y'` ' Location. y Address or Lot No. Owner Address Installer Address UType of Building a Size Lot..1/7_-.3.3. __-_Sq. feet Dwelling—No. of Bedrooms.-...- ............................._----Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons_.___..._.___-_----_---- Showers ( ) — Cafeteria ( ) dOther fixtures ...•------------------------- ........................-•--............. ........................................................................... W Design Flow---------. 2............................gallons per person per day. Total daily flow......... 0.............------------gallons. 9 Septic Tctnk—Liquid capacity!" gallons Length---------------- Width................ Diameter.....-_-----.._ Depth---------_----- Disposal Trench—No. ...F!.o_�'�___ i P> - Vl 1dtll...�1Q 1�.�-4t.- Total Length.................... Total leaching area...----...-..-..-...sq. ft. Seepage Pit No--------------------- Diameter-------------------- Depth below inle ...... ............ Total leaching area------------------sq. ft. Z Other Distribution box ( ) Dosing tank ( ) o /)M P'-dam.,. _ aPercolation Test Results Performed by--------------------------------------------------------------------- ---- Date------------------------------ ------- Test Pit No. I................minutes per inch Depth of "Pest Pit.................... Depth to ground water...._�Z' 1.:_- C14 Test Pit No. 2----------------minutes per inch Depth of Test Vit-------------------- Depth to ground water------------------------ P4 -------------------------------------------- rC. ,!> -------`-........Z.............. ........................; .. O Description of Soil- --- !� �� U-sc-`•. — '\j�ej,I �7�ti� • .. .3/ x ----------------------•---------- ------- --•--- -------------- V `3...°------ ............. ...................................... !y_r ..f. --•---------------------- W I U Nature of Repairs or Alterations—Answer when applicable.--.................................................................. ...._----------._....-.. ..------•------------------------------------- -------------- -----------••-•---•-----•----------------------- -•-----------------------------•-----.....------....----•-----------------------------... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with ' the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed----- •• ... ----------=----•• -------------- -------------------------------- Date Application Approved BY ,....- .r., Y l ! `'=''••--•---•-------------•-------- �1 ) -" ? -{- ..... Date Application Disapproved for the following reasons:---•---•---•--•-•/----------------••------••-----........---•-••----•------------------- -------•------- ..............•----------•.-----------.----•-•---•-----------------.._.....-••-------•------••--••-•........-•-...•----------------..----•-••-----------.------------------------------------------.----- Date PermitNo......................................................... Issued---------------------- --------------------------------- ,! Date J THE COMMONWEALTH OF MASSACHUSETTS „( 1 ��?.�j��', BOARD /OF HEALTH arf11,&-,.Q % t� --,1 ,. 1L4........O F.........( G�--r.•�r�ti fad. �, .. (Irprrtifirate of OV-Pomptianrr �- THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) w ......•.......A--------;--- ................................................................................... -'�--------.•.... l / Installer / at ,'` .........=-•---'--••------•--- .-._.-•--- ------ ----•- -- _ has been installed in accordance with the provisions'f Ar�kcte XI of The State Sanitary Code as described in the application for Disposal Works Construction Permit No...Iz�-_ �'__li-------------- dated--... _'� `�.�..%.. ........... THE ISSUANCE OF THIS CERTIRCATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE 1� = Inspector 0 -- -- ------ --------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD /OF HEALTH f1 , J1....1! --!A ...r N........ OF........G( !c-- r�i d�F �L. �- lJ................. i No......................... FEE.- -•-- ............. %sVv ial Norkii Q1,onstrnrtiun Prrmit Permission ,is hereby granted---------------------------------------------------------------------------------------------------------------------------------------------- to Const>ruc t ( or Repair ) an Individual Sewage Disposal Systerm� at No 1G�r - ��C ��r_r 'l rx�c ra- �i°''� '�t�. ------- ----------------------•--- street as shown on the application for Disposal Works Construction Permit7N0._.-. •......--_-. Dated--.--J��'.% y 5� / ------------•------------- �. j Board of Health / DATE. FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS IL 0V TH E Tp�y IB3 TAEL i WA08. • •t t 6A Zbwn. Offices, 397 Main Street, 775-1120 Ext. 129 Hyannis, Mass. 02601 November, 12, 1975 Mr. Henry Cuker 60 Windsor Road Brookline, Massachusetts 62146 Dear Mr. Cuker: Upon inspection of your site at Magnolia Avenue, Centerville, on November 12, 1975, it was found that the construction of the residential structure and septic system at that site do not conform to the original sitings upon which the Commission based its decision that a filing on your project would not be necessary' It was the Commission's understanding that the house was to be located on the existing foundation and the existing septic system was to be utilized. Would you please contact us at. your earliest possible convenience and in any event, within 10 days following receipt of this letter to discuss this matter. If the building and septic system are not in the locations rep- resented to the Cornnission originally, it will be necessary for you to Provide the Commission with certification from your Engineer that both the first finished floor elevations of the house and the bottom of the septic system are above the 100 year flood elevation, or that they are otherwise Protected from flooding associated with that year flood, such as by diking. ; Sincerely, /i'• LO�t:C�U��'ti Arlene M. Wilson Chairman Barnstable Conservation Commission cc: Barnstable Board of Health — Barnstable Building Inspector Mr. Frank Conery Mr. Claude Miquelle AMW:mre - TELEPHONE 775-6764 FRANK CONERY REGISTERED ENGINEER REGISTERED LAND SURVEYOR 5 TRE14TON STREET HYANNIS, MASS. 02601 April 29, 1976 Town of instable conservation awassion M Main Street yannls.,v mass o260 Attpo Arlene X Wilson e r File # 3*133 l hereby certify that the aspt o system for the Harry der property on Magnolia A,veenue# Conterville., mass.... has been Installed In accordance with a plan of March 10 1976. and & modification plaza of April 29,0 1976. Copies of bath plans have been subraitted to your l furtbaroertify that the Order of Conditions dated Doomber 22,E 1975 hate been observed very .7 yaure r,ftoner ' et, Town of Barnstable Board of Health 4W-Miss NOS* co: ter. Harry der Vo Claude Miquello Assoc... 1-no,, Melrose. Mass.* i J �\ 1 PERMIT SET THE BRADLEY BUNKHOUSE Progressive 'Designs . o . CENTERVILLE, MASSACHUSETTS Falmouth, MA 508-56 6-5348 January 20, 2020 f7f?AWIN6 L15T COVW 5W f Abbriviations AI WKIOk UVA110N5 AW WIN19OW 5CW PLC A2 FOUNnA110N MAN AN19 Qk5f F1.00k PLAN ADJ. ADJUSTABLE EX EXISTING FTG. FOOTING PICT. PICTURE @ AT A3 f;00F PLAN ANt7 P00r �f;AMING PLAN ASPH ASPHALT EXIST. EXISTING GALV. GALVANIZED POLY. POLYETHYLENE CENTER LINE AWN. AWNING EXP. EXPOSURE GARB.DISP. GARBAGE DISPOSAL PROD. PROJECT S.S. SIX SHELVES A'n I' �It;51�I.00f;Ft?AMING PLAN ANf7 A1'11C FpAMING MAN, BLDG. BUILDING EXT. EXTERIOR G&N GLUED&NAILED - RAD. RADIUS L. LINE , ' BSMT. BASMENT ' F.G. FIBERGLASS G.L.L. GAS LOG LIGHTER RAFTS RAFTERS 1R-1S ONE ROD-ONE SHELF BTM. BOTTOM FIN. FINISH HDR. HEADER REFRIG. REFRIGERATOR 1R-2S ONE ROD-TWO SHELVES A5 C�II.ING Ff?AMING PLAN BTW. BETWEEN FIXT. FIXTURE INSUL. INSULATION RM. ROOM 2R-2S TWO ROD-TWO SHELVES A/_ /N,IS CANT. CANTILIEVER F.J. FLOOR JOIST INT. INTERIOR R.O. ROUGH OPENING S4S SURFACE FOUR SIDE A6 C"nVIV C.J. CEILING JOIST FLR FLOOR JST. JOIST R.S. ROUGHSAWN 2S TWO SHELVES A/ 17G•YAII 5 CLG. CEILING FLOUR FLOURESCENT KITCH. KITCHEN SEC. SECTION 5S FIVE SHELVES /� Vf.1/VI�I CER CERAMIC FTG. FOOTING LV.L LAMINATE VENEER LUMBER SHWR SHOWER 2W TWO WIDE CHIM. CHIMNEY GALV. GALVANIZED LAV. LAVATORY S.L. SIDELIGHT 3W THREE WIDE C.M.U. CONCRETE MASONRY UNIT GARB.DISP. GARBAGE DISPOSAL LIN. LINEN SLDR. GLIDER 4W FOUR WIDE 191 VW01.1110N FLAN C.O. CASED OPENING G&N GLUED&NAILED LIV. LIVING STA. STATION 5W FIVE WIDE COMB. COMBINATION G.L.L. GAS LOG LIGHTER L.S. LAZY SUSAN STD. STANDARD W/ WITH COMP. COMPACT HDR. HEADER MAX. MAXIMUM STL STEEL CONC. CONCRETE INSUL INSULATION MBR MASTER BEDROOM STRUCT. STRUCTURE WI I1 O MPH WXp05LlZF,6 W1Nt7 ZONE CSD. CASED INT. INTERIOR M.C. MEDICINE CABINET T.C. TRASH COMPACTOR CT. CERAMIC TILE JST. JOIST MICRO. MICROWAVE T&G TOUNGE AND GROOVE DBL. DOUBLE KITCH. KITCHEN MIL. .001 INCH TRANS. TRANSOM DET. DETAIL L.V.L. LAMINATE VENEER LUMBER MIN. MINIMUM TRAP. TRAPAZOID D.H. DOUBLE HUNG LAV. LAVATORY MISC. MISCELLANEOUS U.L. UNDERLAYMENT %D DIAMETER LIN. LINEN. M.O. MASONRY OPENING UNEX UNEXCAVATED DISH. DISHWASH LN. LIVING NO. NUMBER WASH WASHED ON. DOWN L.S. LAZY SUSAN N.T.S. NOT TO SCALE WD WOOD DRY. DRIER MAX MAXIMUM O.C. ON CENTER W.F. WIDE FLANGE EA EACH MBR MASTER BEDROOM O.H.D. OVER HEAD DOOR W.H. WATER HEAD ELEV. EACH M.C. MEDICINE CABINET OPNG. OPENING W.W.M. WELDED WIRE MESH ENT. ENTERTAINMENT MICRO. MICROWAVE P.C. PULL CHORD a� v a N� b • b � V � h Ln W O vi o WWQ z W Z N m W Q � � J Z C, U w 4 q V) Q N wi a = a 34'-(r 24.-,V °' tea/ � Z 9'-2• 24'_,0• 8'S F-T z LL K U pU U ............. __ ._.. ....._......... .. ............ .. ....._..._ .... 8'-0• enw.e+ _ Q � ¢ O LNG F U n Q ro z o U W �o § _ c a m .... ...... ......... IDG a ,A LIMING O .. LL POST TO RE a O K Q OJ 54 . _. _....... !, 4 Ani _. 2 OA OE § 2 Al § 2 Al �'+ 4•CONCRETE s1Ae� � 0 ROOM I x.. ... x U) 1 a 1 3 A6 5 F i sa LLI , r^z z z 6CQ � \ . .._ ........ _.... _. ._ DECK = F � Y.•.a•Pe � 2 ; � H J Lj 34'4' 34'-0• � (u J ' V I V C 1 m rnw CID 1 Al rA l G� 2 Z 7 t Do W LV FOUNDATION PLAN FIRST FLOOR PLAN o SCALE:Ya•=1'-W SCALE:Ye'=1'-W NO N O N m c Y GENERAL NOTE: FOUNDATION NOTES: 0 1.ALL CONSTRUCTION SHALL COMPLY 1.ALL CONCRETE USED FOR WALLS,SLABS, WITH ALL STATE,LOCAL AND FEDERAL &FOOTINGS TO HAVE A COMPRESSIVE m BUILDING CODES. STRENGTH OF 3,500 PSI(MIN.)AFTER A 2.ALL PLUMBING AND HEATING TO BE PERIOD 28 DAYS. u j COORDINATE]BY CONTRACTOR W 2 3.ALL ELECTRICAL TO BE COORDINATED 2.ALL CONCRETE EXPOSED TO EARTH SHALL BY CONTRACTOR. BE SEALED W/ACSA APPROVED BR.MATERIAL. Q 4.)ALL INTERIOR WALL DIMENSIONS ARE MEASURED Q Z W FROM OUTSIDE BOX TO FRAME AND FRAME TO FRAME 3.ALL ANCHOR BOLTS SHALL BE 51T O STEEL � w LU Q EMBEDDED A MIN.OF T INTO CONC.WALL A MIN. Q w J (� NOTE: ALL SMOKE DETECTORS SHALL BE DEPTH OF W w/393XV PLATE WASHERS&BE 0 D_ LL (n o HARDWIRED. LOCATED A MAX.DISTANCE OF 59•BETWEEN BOLTS& A MAX.DISTANCE OF 1'4r FROM EVERY CORNER PER Q HEAT SENSOR THE WOOD STRUCTURES MANUAL. (�S SMOKE DETECTOR 4.MASONRY OPENING SIZES TO BE COORDINATED BY CONTRACTOR N ® SMOKE&CARBON MONOXIDE SENSOR ti 0 O N DN. DECK BALCONY LINE ABODE BALCONY LINE A. p ___________________________________ _ b I ' i I TWINS BEDRH,LINE ABOVEI-- I i I H.BE-- LINE ABODE yI_---- 120%X SLIDER SIp6 2M DELITE MOB S111DER SIDELITE SIDELITE WB SLI ER SIDELITE >' O SLIDER 'TP ?mZ BEN020 f____-__ O O C ____-_Y , _ Q� : ry DINING AREA m QU` 2,-IP KITCHEN p' �'•36' WOOD i KING BED - _ COFFEE BURNING p _ _ TABLE FP N ISLAND DINING LIVING I ® _ _�TABLE;_ — I ROOM i I � `11 FULL LITE v U N O O r u i AND AND 1 r�-q' I• l 1 SIDELITE '+q• _q^ 2'_1• '_7• LL T'll 1 o WET . 1 1 2Bee i BATH NO.2 I SUNROOMBAR I LIN_ --- ------------- I Iv P'TRY DEN/ i i HALL I = 4'-4b2 2'-o i° p_ 2 STUDY i i zem ---c -- ----� l l i OPEN TO I I � STEAM RM. 2Bgg I I I I I tv i ABODE - 1 C INETRT I I IIC�• / OUNTER < 1 _J I FOYER o' lj2 HALL - LAV• — 2.:oft � I WALK-IN � 11 1 CLOSET N I1 T42 '-B' '-0}•2 I'_7 2' I• LAUNDRY i I UP I6R P jma 4 I' 7.65"EA. 2888 1 I Y i TABLE I ____ /COUNTER Iv CL.' -I--- p 2-20SO COVERED PORCH p I p I COVERED PORCH ' 1 aoBe _ _.... . r- 1�' GABLE O UP I&R P I p _ ..._... .. ................. tV 7.65'En. MUOR00M TI ------ HOWE COVERED J j - ..I- �... - -.�• PORCH ABOVE-- I BM OVERHEAD ttY"' GARAGE DOOR 1 I----1 r------- I _ .. .. L-- ' I-:...::__.. .L.. PROM __J LIVING SPACE 17 o GARAGE I L------- p - - - - - - - - T--- f__ --- - - 1 ST FLOOR WAS: 2479 SQ. FT. IS NOW: 2217 SQ. FT. I .. i I i 2ND FLOOR WAS: 2626 SQ. FT. i IS NOW: 2350 SQ. FT. L_---hWwER PEA - OLD TOTAL AMT OF LIVING SPACE _ -- DOOR ______I_________ 5105 SQ. FT. I STORAGE NEW TOTAL AMT OF LIVING SPACE _ 4567 SQ. FT. I I TOTAL AMT OF LIVING SPACE 201I-°" - I ---1-2'-°' REMOVED = 538 SQ. FT 24'�0" FIRST FLOOR PLAN "IIIIDESIGNER: NORTHSIDE PROJECT: SHEET TITLE: NOTES: PROJECT#: DESIGN BRADLEY 15-22 /� ASSOCIATES RESIDENCE 1ST FLOOR A. 1 DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN PLAN SCALE: DATE: OF 141 MAIN STREET'YARMOUTHPORT•MA 02675 32/34 MAGNOLIA AVE. (508)362-2210 (508)362-9802 BARNSTABLE, MA. Y11 - 1 -011 1 1/06/15 NORTHSIDEDESIGN.COM 2 norths*idel@comcast.net 11/6/2015 5:37:41 PM - 5'fO° B'FO `-------15'LDr DE�K I II 15ee lsae iSIDELITE goes SLIDER WDELITE 15% ( 1. 1588 j iee8 SIDELITE W685 IDER SIDEUTE SIDELITE 6M SLI ER SIDELRE ' -- _ _ 4�3' I1`1II IIi 89 I I E'-T_KINGII II HA11IIIiIIIi L L II II 'CLO SET 5'-*2______________________ IIIiIIiIj >_ ❑I q� 2-_iev_er 1 IIiIiI iII 1 LIN_ .O THIN • BED d �4 2-26 KITCHEN ROOF BELOW BED FAMILY TWIN BED FP TWINSROOM � BEDROOM MASTER - BEDROOM 2 CT 2-2M I'------------------------ HMASTER zgeeBEDROOM SUN ROOM RAF BELOW O � _ BATH NO.3 LIN. ON.iT _ _T HALL PLUM INC. 'WALK-IN WALK-IN CLD I 2688 I [LIN] 6L2 2 BEDROOM MEOW Q SOWER LANDING/ O HALLS r EN M. D1 HALL HAIL ------------- ------------ -- ---------- 4'-' I I 1 PORCH OOF BE— L-------------- 1 eEI F HALL ;-------'----- I I I I I I I j I I I I i 1 I I i i I I i 2868 O I i I j i i BATH NO.4 i 'KNEE WALL IBBg 'KNEE WAL PITCH ONI PILL!—CL. J SHOWER ON. _ 48s r soFA r.a' FFE __—___________ ___ __-___-_ N GUEST SUITE/ BEDROOM NO.5 zoee PITON ONI I in PITCH—CL. DN_ 'KNEE WAL KING BED KNE I I I I I I . I I I I I STORAGE AREA ROOF BELOW I ' I I I I I I I I I I I I I I I I --------------------------------------- SECOND FLOOR PLAN DESIGNER: NORTHSIDE PROJECT: SHEET TITLE: NOTES: PROJECT#: DESIGN BRADLEY ASSOCIATES 15-22 A. RESIDENCE 2ND FLOOR DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN PLAN SCALE: DATE: OF 141 MAIN STREET"YARMOUTHPORT'MA02675 32134 MAGNOLIA AVE. (508)362-2210 (508)362-9802 BARNSTABLE, MA. Y811 = 1 1-011 11/06/15 NORTHSIDEDESIGN.COM 2 northsidel@comcast.net 11/6/2015 5A3:35 PM /✓77 CC"Icv v!L/t''r /o A ✓ AkY ry ct4 /rev. lc7 //� -/,4Ic-P, c� Q 77 d 1 z 77 Gr e w r•� �� �. + � r,� �� XCC 5S/Yc G/� 17► tj 6� `C t!!b C 'J'7 r�2v t�«T YC'9"a/77 � z° `L5, i o f 1 k i Oc it } , JO Pot- A iv 7 9,f �P��H OP Mass *�jH OF FRANK FRANK a CONERY f CONERY o ,Q No. 6573�O�Q ' ,Q No. 6232 O PO fG/STEP` TV ^FSS/ONAL E y�d1 SURV�y� �L �l/ 71 e e r .� _/`i /°z `� 6 . .S' Tire sT f��'fJ J►'N�s lyai 3 s o Z G o I I0t f ' DIRECTIONS: S fJ Legend: •` .r From Hyannis -Follow Main Street to theI��I tt1' West End Rotary; Take Scudder Avenue to tf Y r 0 CB/DH Concrete Bound stop sign, and then take a right onto ce/DH SB/DH - Stone Bound Smith Street, which turns into Croigville Fnd J� , �p firth • , • _ Beach Road; Take a left onto Magnolia Utility Pole - ` Avenue, Site is by the end #32 & 34. • ; r ,r % / ( �h/ee Deciduous Tree r � Coniferous Tree Cedar Tree Light Post Water Gate a lira z v ; lt ,1 l► 0� / 1 1 / j \ �6, �� \ + (� Hydrant ID- Hose Bib �c r (p d / { o °`\ �\ o Irrigation Valve Location Map: >` /� ' r/ ` � �� °� e' Wires 1.,=2,000f„ fr r 1 \., i i . r ) ,\ j°s\ Z �2�'� Elevator Contour �� rr 4b rt i ` t tit ;i i �a �� ..... ..s.......... Underground Utility Line f a ASSESSORS REF.: c Map 225, Parcels 011 & 035 'QT ti t OVERLAY DISTRICT: r Q AP - Aquifer Protection District fr' (��f' r' rrd /i' +1 FLOOD ZONE: a a� �'' >' /` ` ' f' j/, �= - �' '" �3 ,j- _ `1 _ Zones AE X, & X(0.2% chance) �2'�� l{ a l c Based on Map # 25001 C0564J ��Q� Gravel . f` +i � July 16, 2014 � /Q)� I o ,1 •�' ,moo , / / ,•' P� Gr p; �i. „� f, / / / Epp\Qpa, ���,` � � ,.. r f f , l ,��•�, ZONE: ,d ; , 90 RD 1 O t r f,�5 J � r j , , J, Area .(min.) 43,560 SF r , / / i / ,= ' .t� �,,... Frontage (min) 20' r ..., rr r / / /, j / Ov Width (min) 125 See Plan - ' " r 1 r' /r ; f j r '."_ r O ODU p 1 ' Setbacks: Front 30' Side 10' i" Rear 10' ,' r�l f / f j ' `�>� jr �4411 ,�� ; f ,r, ;' , Buffer Zone Calculations rr ltr / / j / /f 1 •,�5.. �.� �/ / ,'r / ' I Go 1� /r i J / /wood, EX I S t I n g Steo M V 1d �J PVC psi 0-50' = 725 SF ° j fr 1t \Conduit Proposed - 0-50' = 470 SF { J d '�` f;•I 1 J < ~,yy.•/,J 11 / ; ,�'`[.-.- - it f ,"b� ! •4• - r r 1 d .,�•,... � , �, r ! Existing ,� r` i J, i � , ! •..•ti. c ` `� `� ' H �` r `J 'rj nr 50-100' = 3,400 SF r Alq ' j� O ,�' Proposed 50-100' = 3,870 SF C f Af `. 1 j °°o� / '•G��S f ~ ' d J g'r` m,r q° Mitigation Required °c N-` �fj 'J 1 o o ^' j•' _ ,� d /� (4 70 SF - 725 SF) X 4 = -1,020 SF 1 Q�a� /-- -.�, �' rrj' l ; I i A ••`'•f/ = A,Q 1 - // ••••�,"• r 1" �fr (3,870 SF - 3,400 SF) X 3 = 1,410 SF Roo 3`13�F � ` �' Overhang Total Required = 390 SF -,r r/ { ° VIAi _ Dw � s �� ,/ ,' r Total Provided = 1, 160 SF 1st Flooroil- CD 1 J=-- ---- �i / . F l 1 f / i � � + ++ J , , / O O ''.. �\ ram, 1 1 t •. t r I j l///`•� OS/ A ~ \ �s7�l+-«+!*.-+.�+,» :t`+ �. + 0�� A' O" F'�p SV�O .. ti ,'�ti''•• '..••• -"" !//' t i DESIGN DATA+ Single Family 0 * S Bedroom @110G PD + � + + ++++ + X, %% No Garbage Grinder + + +++++ , " 1�' Total Daily Flow=880 G PD Use a 2,000 Gal Septic Tank f . CO IV F�OS� Co" +++ ' ++++ p 9T0 `` 1 l t LEACHING AREA N/F Trust t' / Sl CF, p L �, + + + yF� 41 ••• ( 1 = ed MagnoliG Ave j O,Q�•Q�OT�O , + + + + ..i • t 880 GPD/0 74(LTAR) 1,189 SF Requir y \ ++ + +++ Sidewall=2(12-10"+72')2'=339 SF Pendergast ,` / a` * ++ ++++ J x'j o S• Bottom Area=(12'-10"x72')-923SF CB/DH ` / `'�!/ y j rJ > �+ ++ + ++ + Total Provided=1,262 SF Fnd + `.+`+ + i ' ) titit• 'i LEACHING CHAMBER DESIGN ++ ++++-++ ++ All Pipes to be Schedule 40. Use +*CB/DH 1 L 1 + + * L, / b •• t 8-500 Gal.Leaching Chambers in a Fnd �Sr0 , __Cg + + �D/ tiss 12'-10"x 72'Washed Stone Field as Shown. Reba CD-6 ++++++ ++ ++++ ( + Se c 8 10. 13' 9 ' + + + Fnd <q q� S� ` �pj\ CO ebar to{°� 8r t � t Find J �� cgoO F` 'p ,r \ �a SEPTIC NOTES ` ` \ OO` I Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours p > CD _ ,� Prior to Any Excavation For This Project the Contractor Shall Make �p(� J !r)O �O O r 7 \ ,/�► Q the Required Notifications to Dig Safe(1-888-344-7233)and contact Q) Sullivan Engineering&Consulting Inc.(508-428-3344). V Q) o 2.The Contractor is Required to Secure Appropriate Permits From Town 0C 1 �c �° S \1 �¢Q Agencies For Construction Defied by This Plan. \\ O� \ Cq' �0, J � � P � � �L7 3.Wherever Sewer Lies Must Cross Water Supply Lines Both Lies Shall tar f i CD-9 �, ° PERC TEST: 14,824 Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to f / PERFORMED BY:CHARLES ROWLAND,ETT- SULLIVAN ENGINEERING Assure Watertightness. In General,Water Lines Shall be Constructed in • 4 \ � � f i \ SOIL/ L EVALUATOR NO.13586 Coordination With COMM Water,and Shall be in Accordance \ / j \CB/DH SEPTEMBE\ WITNESSED BY:DAVID STANTON,23,2015 R.S.-TOWN OF BARNSTABLE With 248 CMR 1.00-7.00&310 CMR 15,00. Fnd � � � , � 4.A Minimum of 9"of Cover is Required for All Components. ebar \ I � � 5.All Structures Buried Three Feet or More or Subject ` SITE PASSED to Vehicular Traffic to be H-20 Loading.It is the Engineer's \ \ Q Fnd op ` 10/ / / Recommendation that H-20 Always be Used. 6.Install 24"Cast Iron Watertight Risers and Covers to Grade Over - _ Septic Tank Inlet and Outlet,And 24"Cast Iron or 18"Concrete TEST HOLE 1 TEST HOLE 2 \ / EL.15.5 EL.15.5 f i � � � /` i Water Tight Risers and Covers To Within 6"of Finished Grade Over D-Box,and Two Leaching Chambers. f / i FILL F... 7.Septic System to be Installed in Accordance With 310 CMR 15.00& 15 :. 14.3 10 14.7 t 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable A LAYER 10YR312 A LAYER 10YR.3/2 / Board of Health Regulations. vERX IiARK.GRAYI$H.BROWN VERY DARK GRAYI$I3'BROWN 1 8.All Piping to be Sch.40 PVC. / 26 ...$AhjD.Y LOAh¢.�' 13.3 16 SANDX.LQAM 14.2 9.D-Box Shall Have a Minimum Inside Dimensioh of 12",and a Minimum / B LAYER lOYR 6/6 B LAYER lOYR 6/6 BROWNISH YELLOW BROWNISH YELLOW Sump J k - 10.The Separation Distance Between the Septic Tank Inlets and LOAMY SAND. 36" LOAMY SAND 12.5 36" PERC TEST 12.5 C LAYER 1 OYR 6/3 Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend f 25 GALLONS GONE IN 5 MIN. PALE BROWN aMinimum th of 10"Below the Flow Line.Outlet Tees Shall Extend 20"48" PERC RATE<2 MINAN(LTAR=0.74) 11.5 MED SAND { � Below the Flow Line,and Shall 6e Equipped With a Gas Baffle. 1r / , C LAYER IOYR 6 3 \ t 4 PALE BROWN MED SAND O144" NOUROUN 3.5 144" NOUROUNDWAILRENUOUNIPRED 3.5 j O TEST HOLE-3 EL.15.5 TEST HOLE-4 EL.1 �(E(J 6.0 ¢ 1 PILL FH I, Finish Grade d `; 3' Max. ' ii ,E�q� �• 6 15.5 .� l ALAXERi0YR.3/2 9" Min Compacted Fill Filter l 76) VERY DARK GRAYISH BROWN... Fabric \ ` 15.0 And/Or ti` \. `" ...,,, S r '`•^ ,` 10 �.�....'. � ..'.' '..'.. .'.�14.7 12 ..$ANAYLQAM 1 B LAYER 1 OYR 6 6 B LAYER 1 OYR 616 1 8" - i 2" a one BROWNISH YELLOW BROWNISH YELLOW 24" LOAMY SAND 13.5 24" LOAMY SAND 14.0 3' __ a 14„St 1 i/2„ C LAYER iOYR 6 3 - C LAYER 1OYR 6 3 _.. _. > ~' PALE BROWN PALE BROWN -- -TEACHING - Double Washed \ MED SAND MED SAND CHAMBER stare 24" PERC TEST 13.5 Total Area To 1 V I L Y Y 25 GALLONS GONE IN 5 MIN. 4' - 10" I ._ _. 75,146 SF - 1.72E A C PERC RATE<2 MIN IN(LTAR=0.74) 12'-10" 132" 4.5 120" 6.0 CROSS SECTION OF CHAMBER \ NOT TO SCALE !!�� \ / r " ^vJ F.G. EL. 15.00* - *Final Foundation Grading To Be Coordinated With Landscape Plan See Note 6 (typ.) F. a)l Flow Equilizers EL. 26.2 As Required Installer To Confirm Prior EL. H-20 \\ �� Ta Any Work 2,000 Gallon EL. 12.25 Ton EL. 11,5 Septic Tank H-20-Box 11.00 H 20 ffi cOOSro/ \\ Leachi To Be Installed On f Chamber \ Bedding,"T"s,- \ l Inspection Port, 1f Encaun'tered Repave & Replace; & Boffels All Unsuitable So71s W,th,n'S of o ` as Per Title 5 The Outer>Penmste of The Sysfem> OF No A ', IGroundwar � Per Test Hole1 DEVELOPED PROFILE OF SYSTEM C) MIL 48168 NOT TO SCALE 90STER�� FFSSiONAL TITLE: Site Plan PREPARED BY.: PREPARED FOR: NOTES: p'a Proposed Im rOVemerl tS Engineering& ICape Sury Vincent & Linda Bradley 1.) The property line information shown was m p p Sullivan cowultin Inc. compiled from available record information. � n t �' 23 West Bay Rd, Suite G --I /", (50�428.3344• P.O.Bcoc 659•7 Parks Road,OstaMlla,MA 02655 Os tervill e MA 02655 saciosu1lWn**n.com•www,sullivart on.com (508) 420-3994 / 420-3995fax 2.) The topographic information was obtained 32 & 34 Magnolia AVeI lue from an on the ground survey performed on _1 or between 101SEP115 and 22/SEP/15. BamStable (Centerville) Mass. C) Draft: JOD Field: WHK/KAR 20 0 10 20 40 80 3.) The datum used is NAVD 88, a fixed mean ►•L DATE: November 10, 2015 SCALE: 1 rr_201 Review: JOD Draft/Comp/Review: KAR/RRLMWA sea level datum. Pro j. # 34040 Pro j. # C-846 V