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HomeMy WebLinkAbout0523 MAIN STREET (CENT.) - Health 523 Main Street Centerville A=207-049 i 4 w' 1IIIadQ 2J�REC(G(fp��T IIII � 1;y UPC 12543 !ti No, 53LOR HASTINGS,UM TOWN OF BARNSTABLE LOCATION Ste`( �d S+ SEWAGE# 0,017 •®O,-A- VILLAGE ASSESSOR'S MAP&PARCEL907-0q INSTALLER'S NAME&PHONE NO. d s p,J .J-NL SEPTIC TANK CAPACITY LEACHING FACILITY:(type) N^ D sr» Ckolbff (size) NO.OF BEDROOMSS r OWNER WCe� P PERMIT DATE: I - L(~ f 7 COMPLIANCE.DATE: Separation Distance Between the: Ajr�/J a e,'V C0 xv+e(e'd Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 6E- (C • 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 BYc)AYJ 72�N �rv�T A N-17 37 IOvT r0 oP - 35 (oJ—22 2 ^�{ ©QT-A.7 OX o e 2- 37 rot ��/ No. / 1 v I ® 3r ' Fee THE COMMONWEALTH OF MASSACHU ETTS Entered in co puter: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 4plication for Disposal *pstem Construction permit Application for a Permit to Construct( ) Repair(`upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or-Lot No. SA 3 Mc.r.a S-f- Owner's Name,Address,and Tel.No. G-e° jVerv1)It Ivi&j%,eT Assessor's Map/Parcel °,�_0`7 —0L-,j tj Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size O�(9Qr�Ysq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided ��'® 'r gpd Plan Date /Vgo 9,'3 ;),CXj H Number of sheets Revision Date Title Size of Septic Tank i 5-CO Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable)1,S kA-r_d a /s-C�r2arj�,�,/ �(�nJ� �� )Y 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. Si Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued '55 No.. � ' .� l� d Fee / THE COMMONWEALTH OF MASSACHU ETTS Entered in computer. Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS (� Nplitati0tt for Mispo,sal *pstrm'Construction j3Prinit Application for a Permit to Construct Repair lade Abandon Complete System PP ( ) P ( � PP�',� ( ) ( ) ❑ P Y ❑Individual Components i • Location Address orLot No. 541 M G%N Sf � Owner's Name Address and Tel.No. j Assessor's Map/Parcel 0-0 7--d4'cl - Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 5cl?- 49J-71 5%)11 Type of Building: Q Dwelling No.of Bedrooms - Lot Size O,(-4 sq.ft. Garbage Grinder( ) i Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) S" gpd Design flow provided gpd Plan Date NOJ �. '3 2,CZ)4 Number of sheets ! Revision Date Title Size of Septic Tank 15-CO Type of S.A.S. Description of Soil I 4 4r Nature of Repairs or Alterations(Answer when applicable) e- yt� �S bR-D(cx)" A 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. ,ay l Sigrie Date f ! Application-Approved by / Date Application Disapproved by Date for the following reasons Permit No. "� Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS CPrtlflrate Of Compliance �,.. THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired Upgraded( ) Abandoned( )bye �C,4 A -T (awro T lV C J f at $ �,;!�<,� ..0 Iry i p!e�i,I has been constructed in accord q with the provisions of Title 5 and the for Disposal System Construction Permit LIP No. d d ' Installer4-'b,,G,S A DesignerC, to e.)*e ev,t%u #bedrooms Approved design flow_ _r-, gpd The issuance of this permit shall not be co strued as a guarantee that the system will fun on as`•e i eg. w Date, —Z —7L.—2—'r ^'""�' Ic'j Inspector - --------- ------------------------------Fee----�.-- I / THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS BIStl08al 6pBtent ConstrULtiou 'vErtnit Permission is hereby granted to Construct( ) Repair( L,<' Upgrade( ) Abandon( ) System located at 5 A.�S AAA, , -3 Cc-cal\-if�V! �P .J C.,r 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 mu_'be odpleted within three years of the date of this permit. Date / Approved by L� Town of Barnstable Regulatory Services Richard V.Scali,Interim Director vb MASS Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Desi ner Certification Form Date: Sewage Permit# , ._ ssessor's MaplParcel Z�7Q Designer: S'Ull,lrah £/►c,",eer;h e Installer: P001 73r`o�✓� -1- COgSUI£;nf, S'hC. Address: 7 ::Ia rker 1Qvac�l poeo x`5? Address: D O i�Q)� On ✓ yrow k was issued a permit to install a da ) (installer) septic system at C2 3 based on a design drawn by (address) dated I Z 3 D C designhSo!-E.`n3,4--c, I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State& Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructe s e with the terms of the IAA approval letters(if applicable) (WU 0 " -1 (Installer's Signature) v SA0NAL�G (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 S Cc-t modX It Z90016 i y • Bedroom 0 3 t F() Hell Closet Open to Below - Chimney (Enclosed) Bedroom A t Second Floor Plan- We^9er Existing sea 21n sleet Centerville,MA 21 July,2009 Deck rra^ Kitchen 4 D Beth Dining Room b cv Den!Bedroom#4 & Closet 4 Porch Parlor�7 First Floor Plan- Mal a Existing 573 Mb r.r A MA ' Centerviib,M sr rea^ 21 JuN.2009 ar.tute^ a,.n mte^ m 9 Exterior Deck 4 R New Family Room j.kntry Screened Porch ea^cereaownmD � I ®®� , I I O - Dryer Washer 4 Laundry ❑ (Former Kitchen( New Kitchen uD fix\ �E f a a Existing Bath New Covered Porch (Replicate Existing) ring Dln - Rcom u'r Exleting Study nte• ' i P Cl • 4 i R ant tote• b i Existing Po ON R Existing Parlor Q I ID'e' TP If— New First Floor Plan in ova 1i23 Mein 6eeet 21 July,2009 tern,,,,,*ADn xrnene' u'.0 one• F RED �. New Bedroom,#3 R Hall Closet New Bedroom,4- �.. Ne_w- 9edr�. loset Hell a o New Covered Porch (Replicate Existing) ® Closet xer i i Do Open to Below R �'-11 15ne• ' I Existing Po ch Existing Bedroom,V 0 0 Wenger 523 Main Street 21 July,2009 Centerville,MA Town of Barnstable ��# ( � ? Department of Regulatory Services ' 3 Public Realth Division Date. t ..WM fA9Ur. MAS&. 200 Main Street,Hyannis MA 0260 l . riro , Date Scheduled: •Time v t'ee Pd. 1Qp:Q Soil Suitavility Assessr�ient for Sewage isposal �+ J Oi✓r n, Performed Byo�u l I L /�f70' J-� c/�C-Yiutessed BY: LOCATION&GENERAL INFORMATION Owner's Name RAbeo C� Location Address 5-t rP�.)�' 02'3 /7�CLJ•J� s7� `"'Z3 Addressvp Gd/p Assessor's Map/Parcel: `20 Pa I-UL64 I:rrgineer's Nam �.J l'Yk�L .�J NEW CONSTRUMO 1N REPAIR Telephone CSiG�(�1�h1 Slopes -2S +: Surface Stones t Land Use es( "o tt Drinking Water Well $60 It Distances from: Open Water Body , ' R Possible Wet Area260_ g � , R Drainago Way 2 fi R Property Lille __R.. Other S�TC11 (Street namoi dimratsiotta of lot,exact locations of test liolat&perc lots,locitta wetlands In prox Inty to holes) Hwy �49 - j .. VA .. .. g1 \-_] edroc Parent material(geologic) Depot to B k ✓""' r Depor to Groundwater: Standing Water in Hole. A)O)U!E Weeping from Pit race NN Cstiniated Seasonal High Oroundwatcr Z3 (bco�dr rr�cr- A l7 �(�T D,�• o.,��rro-�w►�p5> DRT>'RMINATION TOR S1;A50NAL IIIGZI WATIER TABLE Method Used: nthg -- in. Ill. Depth to soil in R. Depth Observed standing in obs.hole: in. Groundwater Adjustment Depth to weeping Rorn side of obs.hole: Ad,,factor _Adj.Groundwater Level Index Well N _ Reading Date: hldcx Well level______ 1 PI'RCOLATION TEST Dnte elzb Time!O _ Observation. ` _ Tinro at 9 Hole.# . ,t..d�. Tiiira at 6" DL th of Pera `2a M1 Thne(9"-G") onk Time Q oak Jinell --� • Site Tailed: Additional Testing Needed(YM) Site Suitability Assessment: Site Pissed Original: Pobllc Health Division Observation Hole Data To Be Completed on Back***If percolation test is to be conducted within 1009 of wetland,you must first notify the 1f Barnstable Conservation Division at least one(1)tivicelc Prior to Beginning. F L. E QaIEALTFUWrIPERCFORM . LrI' OBSEi RVAT1ON IIOLE LOG Hole��. i Depth bum Soil Ilotizon Soil Tcxtuta Soil Color suit Utbcr Surtht:o(ht,) (USDA) (Munsoll) Mottling (Structuro,Shines,Uuuldels. Cnaslstoncv °/aSlra_vclL- 0-1 OPt- to z - DI';I';P OBSI';RVATION ROLE LOG kIole# _ Depth front Soil Horizon -Soil Texture Soil Color Soil Other Surface(in) (USDA) (Munsell) Mottling '(Structure,Stones,Boulders. Consistency.r Graven Z �Z� ?2 DEEP OBSI';RVA'TION HOLE LOG Hole# Depth from Soil Horizon Soil Textote Solt Color: Soil. Other Surface(in.) (USDA) (Munsell) Moldlog (Struclurt,Stones,boulders. Consistency %Gtwcil DI'; +P OBSI';ItVA'TIONIIOLL LOG Rule/I _ Depth tram Soil Horizon SoiLTcxture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Moilling (Structure,Stones,Uouldcrs. CuttsIstcncy °!.Grovclt Flood Insurance Rat@ Mnn Above500.yeor flood boundary' No Yes Within 500 year boundary , No '' Yes da.�.:TJo Yes - boun Within 100 year flood rY Depth of NaturnOy Ot currin91 eryious Material Does at least four feet ofnaturally occurtu�g pervious tnatetial exist ut all areas observed throughout ilie. area proposed for the soil absorption system? �ct��_ If not,what is the depth of naturally occurring pervious'tnaterial? Ccrtificalion date 1 have passed ilia soil evaluator examination approved by the. l.certify that on --�. ) Department of);nvrrotuneutal Protection aitd that the above analysis was perforitted vy ma cons9stent with the required training,expert' and experience described in•310 CMR 1.5.017. ]Data e a I Signature Q:l1eALUMPIPERCrORM Fz$.$....1,S.QQ........ THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH .........Town.....................OF........Barris'table .. Appliration for MipoiiFal Works Towitrurtion thrmit Application is hereby made for a Permit to Construct ( ) or Repair (X ) an Individual Sewage Disposal System at: ....523...MaZn...t.�,..Cexiteruille,..�.....02632......... .................................................................................................. Location-Address or Lot No. ...L_..T ............................................................. ..,...0 nt r i llo,...Y1.---.02.63a.......... Owner Address ... .. __G� .QI..Sex�ta,�e........................................... -,-M-A•---02601.... Installer Address dType of Building Size Lot............................Sq. feet U �-, Dwelling—No. of Bedrooms...5.......................................Expansion Attic ( ) Garbage Grinder ( ) p� Other—Type of Building ............................ No. of persons............3.......--.---. Showers ( ) — Cafeteria ( ) Q' Other fixtures ---------------------------------------------- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width...----..--..... Diameter.............--. Depth................ x Disposal Trench—No..................... Width.......-............ Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.............--..... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) '-� Percolation Test Results Performed by.......................................................................... Date........................................ aTest Pit No. 1----------------minutes per inch Depth of Test Pit.--.--.............. Depth to ground water..--.................... Gi, Test Pit No. 2................minutes per inch Depth of Test Pit............----.... Depth to ground water.......----............. 0+ •---------------------------------------------------------------------------------------------------......................................................... ODescription of Soil..&md............................................................................................................................................................... x U W --- ----------- ------------------....--------------------------------------------------------------------------------- U Nature of Repairs or Alterations—Answer hen applicable.-.installati on of -- 1,000 gallon, pre—cast, - -- a --- --- ------- - ------ stone packed leach pit (overflow) . -•---•-•-•..............................................................................................•---•---------......----------------------------------------....----------------............---- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TlTIZ 5 of the State Sanitary Code— The undersigned furth agrees not to place the system in operation until a Certificate of Compliance has b en ' s by th bo d iea Signed A. . ... = 12123 ApplicationApproved By.................................................................... ---------------------------- --------12/ Application Disapproved for the following reasons:....................................................... ---------------------•----....---•-••-------•---------------.......---...------------•----......------.....--------------•-- PermitNo..83--................................................ f Fims... ....t 'o�t3...... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town....................OF..........13arns.-.tahZP Allp iratilan for Bispuiitt1 Works Tnnitrnrtinn ramit Application is hereby made for a Permit to Construct ( ) or Repair ( X) an Individual Sewage Disposal System at: ... 03e ,��e�°f , '�....02632------- ------------------------••--•-----•--•------•----........ -:......... �. Location or Lot No. ....... .•.....-.-... �3?3—A???3� •`''�i,.g c"i�ia+^ �rB�.. x"v�j,2...... Owner - Address �..BG....a..ki@.S.s W r �D.OZ...iJ�l^.Y1C8......................................... 1-2��`.--.�sar`"y� ^- a'}'i"'-�"u'f3f}-tt---.XrT=wP3Pra- �• ---• li Installer Address' i ...4 Type of Building Size Lot............................Sq. �-, feet Dwelling—No. of Bedrooms---13......................................Expansion Attic ( ) Garbage Grinder ( ) a- Other—Type of Building ............................ No. of persons__...__.._..3............. Showers ( ) — Cafeteria ( ) dOther fixtures ----------------•---------------------------------....•-•-••-•------------••-•--•••---....--••-••-••-•-••••..........._-•---•-••......--•---•-------•- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. 04 Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter-_--__-•-___-_ Depth................ Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area.....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ (s, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water......................... ------------------------------------------------•----------.......--------•............----------•-....................................................... • ODescription of Soil_.Send............................................................................................................................................................ V .....................................•--•-•--••-•---•••-•-•---•••.....-----••-•---••......-•••••---•••••--•-••••••••---....--•----•------••---•---•-••-•••••••-•--••-•-••--••-----•--•--•............. W x •--•-•••---•----------------•--•--------------•••--••-•••----•-•--•--------•--------............------ ••-•-----••-•...••-•----•••••-•-••••-••-•-----••-•------••--•----•••••-•-•--•-----•------------- U Nature of Repairs or Alterations—Answer when applicable....installation__of a-1.OQO•_����01�a.•-P—_ fit, ••stone _packed_leach-.Pit �overFlow� ..................................................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITIS 5 of the State Sanitary Code— The undersigned�r_tyl�er agrees no to place the system in operation until a Certificate of Compliance has/en/zssu-d by the board of'head-fh. i � .Gam `'`'°` �nr......-- Signed---•----------------------------•----• --- ........ Application Approved BY .-----••-•-----•-�----•-......--•-.......__ I.-/-/ _... Application Disapproved for the following reasons:.................................................. ............................................................. ......................................:.................................................................................................................................................................. Date Permit No.&Inm............................................. Issued..'. �23/D 3 4 a te THE COMMONWEALTH OF MASSACHUSETTS cad BOARD OF HEALTH Down.......:.....t.OF..........Barnstable. .... .. ............................................. Tlerfifiratr of Toutp ianre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired (X ) "- •f?0-�-----•........................................ Installer at5.23..riain.31...,.._Gaii-Lervitle-,_U-----02632._-. 6-ThOMpF'on-_-___-__-_•---------------------•-----_---------------•----------_-_-___-_-._ has been installed in accordance with the provisions''of TIT IT] of The State Sanitary Code as described in the application for Disposal Works Construction Permit ..................... dated...............12/2w`1$3-•.----.----. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTR D AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................. ............................................ Inspector. .-- ----------•-•••-----•-••--------•-------------------•-•--•---------:......•- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH T own larns-tablae" ...........................................OF.......................................................................... N ... .....!..1... FED 1 5.f<lQ......... Disposal Vorkv Tunno#r ion Fermi# Permission is hereby granted...........A--a-•B•-Cn p 4�o1 vav,rvA,CB----------•-------------------------------------------------•--------------_-- to Construct ( ) or Repair (x) an Individual Sewage Disposal System atNo... 523 Niai .....Q2632 .t,.--T.,..-Thwip-son............................................................. Street as shown on the application for Disposal Works Construction Perm, - o _ :;.............. Dated..J.2`2-�/53..................... -••-•---- ••--•-- -----------------------------------------------------•--•--•---•-•---........._ 12/2 ``Q Board of Health DATE................--•--1...31-_V- ............................................ FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS LOCATION SEWAGE PERMIT NO. VILLAGE yne g A & B CESSPOOL SERVICE 128 BISHOPS TERRACE, HYANNIS, MA 02601 BUILDER OR OWNER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED j I #. r � / i� �-� �i��.r� �_- :� � �����i �� _ 3'-4 3f4' 4'-4' � � 7-8 3/4' s p, r d ':= b -9 racks p - 22'-8 I'-4• I'-6' 22'-8' 16'-10' 4 4 p'-6' 3'-IO' 1'-10' 3-4 13'$' 3-10' 1'-I0' 3'-4' 13'-8' i MBrw. ✓ ✓ ' `'.. zs:6 d' bur nV '� O 2gv6d' 10' 7 10' Ce! Mao II 20' ey 10'ked 'y > foot ngs t5 I'N'vn[h(27 BS re niorc ng ban top aM boct1151 � wall(I)B5 bar horvontal at mW he ght aM IF (1)#5 b veAc0 O'da sonot b wM+I#5 reof bar 2x6 Pressure treated s II rntMroom w hen q 0•max o<and 12'max from comenoomrys are ro beplacedona 4,sturbedsm1wth3000 beano,rapac ry,4 P n n mum below grad U•. I ! ? Al w Crete shall be 3500 P51 m n mum at 28 days €€€ Backf II shall not be placed vntl th,wall has been Buff tly tub M1 braced aro has been anchored to the wall to prevent d g I - C b sM1 -.5 b by the backf II - t "r er _ - Corcr floorsslarisshallbe4'mnmumoveraGmI Bedroom 4 poye[hylene vapor barrer on a 4'base courx of sad g e1 I Fa I I Room t"b o how 16-a'le$• �' o °u or crushed stone Slabs shall have I'deep control d [ ' I b .� Y 1 - - - -- - u Deck A- -4 Deck _ - - ---- - A -- --- -------- a b 3'-4 3/4' I•$ TO' T 4' a e' vJ 3'"T. 3�-3' 3'-q 3'-4' m 3 2' — — 5�-G. 5�-G�� y _ U I - � '-I 11�2 ,-. E7 jnl/2'corcrXte filed tally columns - 2 d dddd ' 3'10' 2 4'$• 2'-7' 3 4 24'vn a 10'concrete footing " I A. i 4' o m 2 I (3)2x 12 beam D 8 _ 4'-0' 2'-10' 14'-2 ® m m throom � p 6x�6$t posts wRh galy P <m I I I I — T' G=1 U ry vwddt{ p 10'trcads.14 rixr Q 8.09' "P �� on 12'da onotubc N 145 f. - .._ - on 36'da c ncretef tog — - o / e p or egvwalent o _ - - - S 9 ro ro do 9'-3' 2 3 3'-10" 4 8 3 Screened Porch 2'ds'ew mz°n = 4, �,d. np _ - c os set. - . - ._ i closetb 1 ,,...,,''•, qb B rdd q.o d oe --- I/2"con Le Mild lAly c lumps - - - — - on 24'wde O'co��rllete noon, ❑ I I - ❑ D - - (3)2x 2 - o lt- I7rr' o - � I 2 r-a•x n•-0• � § x - Bedroom 2 to et I 6•x r1'-Io Bedroom 3 4y0' de�pen�g n PI Laundry/Storage/Pant I '-8'x 1A' ' hog fouManon wall 0 f re b Id exist.wall f re aired __ t0 t m �. O AJ I wn I 5'-10'(vcnfy) " .. down � chimp f2)2x10 header �:.;. O� � ry 3 General NOte5: _ _ 12-p _ s'-o• 1r-a - tae II /`� n'o' m ALL WORK SHALL BE PEP.FORMED IN ACCORDANCE WITH ALL CODES, - - ffL—j r' v•ORDINANCES.AND RESPONSIBLE TRADE PRACTICE5.ALL SUBCONTRACTORSBathSHALL BE RESPONSIBLE FOR KNOWLEDGE OF AND ADHERENCE TO THEIR L, - ++ `O ERESPECTIVE BUIIDING CODES,ORDINANCES AND RESPONSIBLE TRADE Area Tabulation PRACTICES.THE CONTRACTOR SHALL THOROUGH EXAMINE THE 51TE AND - O — EXI5TINGCONDITIONSPRIORTOBID.THE CONTRACTOR5 SMALL NOTIFY THE : EXI5tmaj First Floor - 1022 SF- 'p LL V "O 0 ARCHITECT IN WRITING WITH DETAILS Of ANY DEVIATION WHICH WOULD - -EX15ting_9econd Floor- 93G SF " .� Sewing Area AFFECT THE CODE COMPLIANCE OR DURABILITY OF THE PROJECT. INSTALL ALL MANUFACTURED COMPONENTS IN5TRICTACCORDANCEWITH - - `Subtotal EXl5tlncj 1358 SF - - MANUFACTURER'51N5TRUMION5.VERIFYALLREOUIREMENT5,DETAIL5. Dnl Roo m. I - OPENING REQUIREMENTS.ETC.,PRIOR TO CONSTRUCTION. Proposed First Floor 8G3 SF THE CONTROL Of WATERPROOFING.FLASHING.VENTILATION,CODE Proposed Second Floor 944 SF COMPLIANCE,AND CONSTRUCTION PROCESSES AND PROCEDURES ARE THE - Office/Bedroom 5 - - P hroQ - - RE5PON5151UTY Off THE CONTRACTOR. - Subtotal Proposed, 1507 SF - Install housewrap,flash ng aro waterproof membrane as r I red and per - I or 2 sin I b ' ers n no nz wro Total 37G5 SF C t tors ar [ efully nsPect all ma[enals aM nsbllat on poor to cwenng F�l ® closet I \ U========A closet .. - hall closet C . open to below Porch U � �O � �a Parlor Bedroom I � L QJ �U A Foundation Plan First Floor.Plan Second Floor Plan ZONES: « RD-1 RC-2 Area min. 87,120 SF (RPOD) Area min. 87,120 Sr (RPOD) Fronta a (min) 20' Fronta a min) 20' • Width min) 100' Width min) 100' Setbac s: Setbac s: Front 30' Front 20' Side 10' Side 10' Rear 10' Rear 10' OVERLAY DISTRICT. '� , � •. -� AP - Aquifer Protection District. 1 ► 1 t � , r / / ! ! + + 1 1 ► + - RPOD - Resource Protection Overlay District N/Y Estuarine Watershed / C ;tervllle Historical society, Inc S63 4 50 1 10ty.0 1 r + FLOOD ZONE: S60'29' 0'E ► 1 1 1 .09'/t ll t LOCat/Otl Map F a S63'2052tE 41.04 1 \\ 4:6• l 1 1 Zone C / ' t l i i i rt / ► t 1 1"=2,000t' Community Panel No. -- ----0 0 ¢ 0 Ime / t 1 t t { / t { p #250001 0008 D ASSESSORS REF.: July 2, 1992 W-_77' W _W 1 ► i I j l Map 207, Parcel 049 -�'' 177 ° �! 1 Sty *If \ ► iI + i i i i + 1 1 u Shecj V N r 1 fit Sly w1f i s 1 1 i EXIS71NG PIT 1 1G rage BE REMOVED/ 1 l M t 1 I I 1 ! t p BRB 24.0' 12 t ll 1 1 ! ' 1 ♦' Fnd 2-Sty, w/f/ j#523 toil l CJ / 1 1 { 1 1 t I t t ! t ♦ t ♦ ( W / ! I I 1 ' ' t74.3' 1 r + ! I ,/ Dwelling p V // I o 1 1 l ' / Q.lip � '��/ ---____X.�.M. F.F. 50.00� �O tt ♦♦ 1 111 / / l r t ! DESIGN DATA t ./ X "I A // ,/ / / / l 1 !1 r t 1 + Single SEPTIC NOTES .__ ' _i♦♦ Imo; 1 1 / / o, 81 Family -- ----- ----- _ o\ / Chain Unk Febca o---t-° ♦ i ! I / ! 1 ! ! + -5 Bedroom C�3110 GPD 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours G ~----- G__--_�,__ _ ' X 46.4� ° ° No GarbageGrinder Prior to Any Excavation For This Project the Contractor Shall Make >± - o-0 y the Required Notification to Safe ) Crushed Shed Drlyl: ' PROPOSED /`v t ♦ /� / / 1 + I` _O o Total Dail Flow W Dig (1-888-344-7233. ` n► t / ♦' / ♦ / t o 2.The Contractor is Required to Secure Permits From Town --; A 0177ON // 1 I No Use a 1500 Gal Septic Tank Agencies For Construction Defined by This Plan. "� / I / Q / t r ' { m 1 LEACHING AREA 3.Wherever sewer Lines Must cross water Supply Lines Both Lines shall p ,�/-- -_---- 20 i /' f!` t ,'/ ! i i ' to t u Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to s� 1 \ ro/ X 45.6 ♦ ( !/ I 1 550 GPD 10.74 TAR =743 SF \� ♦ ! / ► t ! t I q (L )- Required Assure watertightness. In General water Lmes Shall be Constmcted is /d`/ . / I I I / t f ! I 1 { t t•') 2 0 Sidewall-2(12'-10"+42)Z=219 SF Coordination With Cotuit Water,and Shall be in Accordance \ / I PROPOSED Bottom Area=(12'-10"x 42)=539 SF With 249 CMR 1.00-7.00&310 CMR 15.00. Q Op \\ / 1 •---, SEP77c TANK ♦' ' t\ I j I t t t ► j j t o 758 SF Total Provided 4.A Minimum of 9"of Cover is Required far All Components. ^ \ // { �, PROPOSED ♦' + \� 1 1 i j 1 1 t Ic 5.All Structures Burial Three Fed or More or subject �-- ^ \ ! t D-BOX ,' ` \ 1 \\ I t 1 1 t j LEACHING CHAMBER DESIGN rJ to Vehicular Traffic to be H-20 Loading,It is the Engineer's ° I/ 1 Q O 2 cL' I 1 \t y •`I \\ p Recommendation that H-20 Always be Used 3 lrJ lit I PROP ACCESS J / 1 \ t \� t \ N p O All Pipes to be Schedule 40.Use 6.Install Watertight Risers and Covers to Within 6"of Fmished Grade I / ' 1 N COVER T M M N O �N N t N I 4-500 Gal.LeachingChambers in a 3 O /I / S A.$ i' t M M t I Over septic Tank Inlet and Outlet,D-Box,end One Leaching Chamber. b ! ( �°.) 1 N t 1 { I 12'-10"x 42'Washed Stone Field as Shown. 7.Septic System to be Installed in Accordance With 310 CMR 15.00& "''fir 4i m i% ♦ l rl l�0'� ; 1 t j 1 `\ { \ 1 I 1 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable �,. I / ) ♦ 1 1 t ' Board of Health Regulations. cri rl 1/ ► _ , / t t 1 ! 1 t 8 All Piping to be M.40 PVC - / - _ hRn��4-+t rtn-,- 'I sE�_..asi��.'«.....,.w.u::r.....'�,a'u4,i;31triti.iaTill _ __.. _ __ -- ,� .- .. �; Sumpof6"_ - + RE 'RADE - 7N-2 + t �� r ( ► \\ `i8,81l�fSF 10.The Separation Distance Between the Septic Tank,and Tank Inlets and f \\ AS REQUIRED / 42 � � j t 1�' PERC TEST' 12 67� outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend r \ ♦' // i'�`J N • a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" 1 �X INSPECTION / In`I I PERFORMED BY:JOHN O'DEA,PS-SULLIVAN ENGINEERING Below the Flow Line,and Shall be Equiped With a Gas Baffle for the Septic ! \ / P X 2 / ♦ W U 1 11 Tank,and a Department Approved Effluent !1 / 1 / / i' T Edge Levn!� -�/ ♦/ 1 fOl I `t t \\\ \\\ \ \ \\\SOIL EVALUATORNO.2911 1 / 42, �' t \\ \\ 1 \ 1 I WITNESSED BY:DAVID STANTON,R.S.-TOWN OF BARNSTA13LE t _� \I 1 AUGUST26,2009 V BRB / / lei » .'.' // i�1 t 1 \\ \ "C: TEST HOLE- i Fpd �� �/ 218fX N62`3416 JN r , t \ \ 0- 1 �. / ! ' - t EL.42 2 \ /' ♦/ 1 \\ tt N 1 I t C TAYPR tI K ?:': uf: i t Stone 1Voll t N� jbomas A Nortz / / I I. 1 \ \ 1 ` .- � ' { { 1 Richard W Garceou Jr& / , 1 .......... ............ : t ' 33d�lI t , ,: 1 \ 1 1a" _ t \ t t . ........ . : .....:: ......... - .jj/ _ _ t 28 \ 1 t 39.9 C LAYER 2.5Y 614 LIGHT YELLOWISH BROWN MED.SAND 30" PERC TEST 39.7 See Plate 6 (typ.) 410 Perforated PVC 25 GALLONS IN 4 MIN.30 SEC. F.G. EL 46.3 inspection Port W/Screw PERC RATE<2MIN/IN TAR-0.74G EL 41.0 Cap Placed Vertically Down 120" (I'• ) 32.2 43 0 (MAX)MAX. NO GROUNDWATER ENCOUNTERED I Into Stone To Soil Below Flo# EquiIlizers Accessible To Wlthln 3" of EL 46.0 �/- Av Required Finshed Grade Flnish Grade Installer To TEST HOLE-2 Confirm Prior EL. EL 41.5 To Any Work 1500 Gallon L 41 75 3;Max. Typ EL. 40.00 9 Min tFi3 :? i:':+:•'.': E ;`•, Septic Tank Et ?.5 �""~-T__ Compacted Fill Filter ' '��. ....�rrr D-BOX 3s3, Fabric And/Or _ 12" i;:5 Y,lESf E3i7isix ... ? `: .. 40.5 EL Leachin 2. ........... . .. 0 F ............... ,,, ,,,, � ���P� S To Be installed On _ Chambe 1 P Stone ompac a ose 0 ............. 3 4" - 1 " :. :.......................................................................... 1 2 .............................. ..... / / 32' .............................� 'ci:;€`.i:'t ::.;;;;;;'.38.8 N N Bedding,"T"s, :........................................ LEACHING C LAYER 2.5Y 614 0 ® •EA Inspection Port, f isairi tt;3 . t2 a CHAMBER Double Washed c� CI 1IL -+ tit BOlfels s�Nf;' """ ity.: "., a Stone LIGHT YELLOWISH BROWN 't!? ?.: `...........':..::' N 10 126" MED.SAND 4 1 as Per Ti#!e 5 ;;TFiir;;;0i+�tjois !c9Ftiiiieta `<#+e jb 31.0 r 4' - 10" NO GROUNDWATER ENCOUNTERED F�/STERN ��� 12• ---� '/08At t Estimated�G\� Per T.O.B. Groundwaterwater Maps SITE PASSED DEVELOPED PROFILE OF SYSTEM CROSS SECTION OF CHAMBER NOT TO SCALE NOT TO SCALE TITLE: - PREPARED BY: PREPARED FOR. NOTES: Site Plan ' V a :S u l'V Robe B 1.) The structures shown were located on the Proposed I n7p!'OVE'n1 eats Sullivan Engineerin , Inc. p Robert & Qj']n Wenner round b conventional surveymethods on PO Box 659 g 7 Parker Road � e e gar or between 091SEP109 and 0/SEP/09. m /�-'t Osterville, MA 02655 Osterville MA 02655 523 Main Street 523 Main S[Faeet (508)428-3344 (508)428-3115 fax (508) 420-3994 (508) 420-3995 fax Centerville MA 02632 2.) The property line information shown hereon was capesurvftapecod.net compiled from available record information. Barnstable (Centerville) , Mass. 3.) The contours shown are from Town Of Draft: JOD Field: RRL/MML 20 0 10 20 40 80 Barnstable G.I.S.. DATE: November 23, 2009 SCALE: 1" = 20' Review: PS Comp.: RRL Project; 29016 Project. C169