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HomeMy WebLinkAbout0282 SKUNKNET ROAD - Health 282 SKUNKNET ROAD Centerville A= 170 - 061 I cvc� II � y UPC 10259. a 4 No. H1630R NAST�NQB YN /fJ Z-VAJC FVP, TOWN OF BARNSTABLE LOCATION S/C 0/ SEWAGE#2 O/g' o i 3g VILLAGE C ASSESSOR'S MAP&PARCEL 170 (, INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY /So 0 s.t 1 LEACHING FACILITY:(type)2.- S7v*C c/ L c ccA C.(s.Jsize) Z.S x 13 X Z NO.OF BEDROOMS .3 OWNER )/C�f g b.•ad f� PERMIT DATE: -/7 — 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 PGA`S C-0✓0--1 Ca.�o/$ e/Iii'CBS . R S 4 ss o 3 - 3 :r..Y:,.. r� 3 t 4> No. ..— �/(d r � ��' Fee THE COMMONWEALTH OF MASLCHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for Di5pont *r5tem Qfon!�tructiorl permit Application for a Permit to Construct(V� Repair( ) Upgrade( ) Abandon( ) L_'J.Complete System ❑Individual Components Location Address or Lot No. Z4�+Z Sku�KNf Owner's Name,Address,and Tel.No. Assessor's Map/Parcel l Installer's Name,Address,and Tel.No.{ S_1�16_sc Designer's Name,Address and Tel.No. (� Type of Building: Dwelling No.of Bedrooms Lot Size is i X SA sq.ft. Garbage Grinder 00 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 gpd Design flow provided 3 153C 4?. gpd Plan Date k rymu 7.0 t1 Number of sheets � Revision Date Title �1'�(.`' ( Thy—Z� V_1J C51- Size of.Septic Tank T�rj� Type of S.A.S. SpD C.�eL, LI.kAd-At&jte_ mCe Description of Soil �S ►_ u. �� �� cY -may 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 Environm I Code and no lace the system in operation until a Certificate of Compliance has been issued b is Board alth. Signe Date _ �j'1� Application Approved by Date, Application Disapproved b Date for the following reasons Permit No. � Date Issuedbig c 3 . �` y r ,,. r', ..^-�--+�e Fee i "o THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZIpplication'•for 3i�pogar �bp$tem Con0truction Vermit Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) 0✓ Complete System ❑Individual Components Location Address or Lot No. Z.%iZ Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No fy � Designer's Name,Address and Tel.No. sc O tic. Z i>L11K1-.l Type of Building: t _- r A� 4, Dwelling No.of Bedrooms fi '3 Lot Size% f, ,i �, ' sq. ft. Garbage Grinder- Other Type of Building.t'4 1 Y,-( ?� »No.Kf,Persons' t Showers( ) Cafeteria( ) .Other Fixtures ,a n-b- Design Flow(min.required) t�( ��gpd Design dow pro ded z to y gpd Plan Date � �t I �_� Numb&r of sheets � _ Revision Date Title t�1 �� _ Size of Septic Tank 1 e of S.A.S.yp C�� � �'�T� Description of Soil l T--�i� 4- a. 1,4 4, c, I. .mot � , P'Jar '- 7— Nature of Repairs or Alterations`(Atiswer 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 noptoeplace the system in operation until a Certificate of t Compliance has been issued by-this Board o.ffl,ealth. Signed 4..� Date Application Approved by - Date oy)� / 60— (//Wz0jq Application Disapproved b�yP11/ Date W. for the following reasons Permit No. — ) Date Issued Ll nhh19 ------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS `a Certificate of Compliance ' r THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed (�) Repaired ( ) Upgraded ( ) Abandoned( )by._ �0 if at ? rAtakd� _� ► �. C_gky�2_j I Lt_l- has been constructed in accordance / with the provisions of Title 5 and the for Disposal System Construction Permit No. a l�`.-- f� dated y 1 �/�j. Installer Designer #bedrooms Approved design flow '? O gpd The issuance of this perm* shall no be construed as a guarantee that the system will functionnas designed. Date J Inspector �►,�raT�. -��� --•---•-- No----- i of ' `-1•i� ----=========v,=_.__-- . .`• Pee �Q°O�-•--=-_ ---- tI THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS &!9pont �§p.5tern Con!9truction Permit Permission is hereby granted to Construct ( 4)) Repair ( ) Upgrade ( ) Abandon ( ) Systern located at 7A 7 <1 .a� �1�_NJl�T l� A._t�pA..�' 0_le►1)t � - and as described in the above Application for Disposal System Construction Permit.The,applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date 14 1144 Approved by _ Town of Barnstable . t.� Inspectional Services 1 Public Health Division IMAM Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508.790-6304 Installer& Designer Certification Form Date: e,,-yi --z w Sewage Permit# 20/9 Assessor's MapWareel v+o — ce� Designer: —Lkiz�Z o,�, �L tkv&, Installer: L566 LdM2 �-- V Address: -4� 6P 711 Address: �7 O f moot, �l VI-1 e451 It Mr tfe� aztre-F& On./-I-�1 q Cd I 1 was issued a permit to install a (date) (installer) septic system at LIB Z. Gtc.u6kbC4 b based on a design drawn by (address dated 12141 1 7-,0 (design r) r I certify that the septic system referenced above was installed substantially according to e design, which may include minor approved changes such as lateral relocation of the (5idistribution 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 that a to ref need above was constructed in compliance with the to rms of e app tte (if plicable) .r}'P Ae �NOFMgs AA OF a� :DAVID Cf'HEN Gn► ler's Signature) MASON m ''o ' c? P�Ivo.106ti�o �al� v (Desi n s Signature) (Age mp H _ ,,)FvO;+ PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL.NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BU1LT CARD ARE"-RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK,YOU. WQANdept*iEALTMSEWER connechSEPTICOesigner Certification Form Rev 8.14-13.130C i �` •of lble gyp' Departbo=t of Regulatory.Services rrn Public Heatth.lDavidon )ate :agy 200 Main stree4 xyMau MA 02601 r� Data Scheduled I L , 1 lime �' $+ee�d lQD•dQ vt m `oil Suitability Assessment for Se e D Sp®s .� Performed By: D O l l r t;l G�S I l/G 5 wimessad sy: ✓t f,1/ L AMON&(,G M- 49`-N3A TO�1 Lcaatioa Address �' tNyr` I- 'Ownees 1Yame Cat C.✓ ✓I�LQ Address 1C Assessor's Map/Parnd: l7d/b J Engineer's Nye 0,,,1'ti!. CY C . NEW CONSTRUCP. N REPAIR Telephomdk���� ��C� 7�.� Laud Use: WOO U Ci Slopes M � �� su face-stones /'/ � /1 Aistances9om OpanwarerHody PossiblowetA nu >`�v ft DrinldngwaterWelI ft Draihaga Way >`l oc ft Property Llne >(0 ft Otber 'ft. ,-TCHC(Streetnsme,dimensions of lot,enact locations of testholes&p=tests;locate vrodands•1`a pzmamity to holes) 7f�4 ®TH3 �} 7-fi/ Th Z ParEn[matednl(geologic) A, DopUr to Bedroctt Depth'toGroundwater.StandlagWatoriaHolm /V/ weepinS*=PItFnea '" / Sstimuted Seasonal HlghOrcundwaC•s AlZI, .' TEI�I,kTION FOR SEA-I ONA.REG.$�V'AMR T-ABLE'. Method Used: G w C Depth Observed standing in obs.hole: In. :Depth tossll mettlast , An, Depth to wecpIngfrom side of abs.hole:, In, (3wui)c wAwrAd,UattdcdE -& Ind=WeU# ReadingDate Index Well Ad, a&wat Leval..._, F'JEJR'.COL TION TEST DstEe,�,.,q.,•xlnaa Observation ?���„ Tlma•nt.9° �.n..,...--.- Depth of Pete. ��� -. TI=at 0' StLI Pre-soak Time @ 1 U'0 U (U 30 Tuna WWI) I) - .—-- 13nd Pto-snak glL to;y 1 - ___ Rate 111n f ch SitcsultabitltyAssessmcpt Sitoknsscd sitFFalled Addition-TesftXcedcd(Y/N) Ouginnl:Public HeaU Division Observation Hole Data To Be Completed On Back **911f percolation test is to be t:onducted vfitblu 100'of Wefiand9 you Mast first notify the Barnstable Conservation Divasion at least one(1)week prior to beginning. Q:�saPrlc�PaRcitoRM.Aoc ' 1 :s DEET-OBSERVATWO-M810IR LOG Role# Depthfmm SO11FFodmn SollTexhrre SdU War Sail•. Other Sttdaee an.) (USbA) JIdnnseln Mottling' (Struetmn,Stones;Boulders, Conjlaftgnpy,WGravell ' 0— 91 ff S ` 10yk 3/1 Dffi°O$ Rl9ANIONH=LO.G' Role# Dept from SOilF'[od= SIORTaxbue soil Color Sall Omer 8mfaao(iu.) (USDA) (M—MM Mottling (Stractoro,Stmcs,Bouldeis. Considynav,% -.10 ioyw j 1 3fa-132 Cz Al 2� Y -7jy l DMP ODSZV'.A.TION 1AQ079 LOG Role#. 3 Dcpdtfmm SoilEadmu SollTextura Soil Color Sail Other' Smfsce(in.) (USDA) (Munscli) Mottling (Structure,Stonos,13oul&m. i am"Foll 0 4 A S L, To y 3/2 DM OD>S +R'8'ITION 11012 LOG Role# Ll Depth from Soil Aoflmm Soil Texhnc Soll Color SOIL Other Smfwe(M.) (USDA) Qvluusell) Mottling (Structure,Stones;Boulders, - L 10 3/z Ic)Y� y/ 20—(z0 C. /� z ,S"y 7/ FloodIuamr m-Rate112atr: Above 500yearfloodboundary No_/ Yes J •pdithln 500 ycarbouudary. No Yes VJllhin100 year flood bamulmy14-i 'Yds� Detrtb n�?SatmaTlrobccMTinePerv3ous Mate rlal Does at least four feet ofna{mrally occurring pervious material exist in all areas observed thrpughout the area proposed for the soil absorpflnn systoml lh If not,what is the depth of itatm'aliy occuaing pervious matorlai'1 —- — C®i•1�icatian - � I cerdfy that on S/( �Z (data?I havepassed the sail evaluator examination approved by the ' 'Depfftmmt ofEnviromnmMI Frotmtion mid tharthe above analysis was perfbr=d by me consistent with . the regt&r d training,expertise and expe mca described in�10 CMIt 15.017. / • Signature , Q:0P'PlC1lMERUORKDOC a�e-�al avoll� ,zxg .-ten 7 zv-J 3- 7129 LEGEND --- SYSTEM DESIGN: SYSTEM PROFILE` NOTES A•.c oAx9Aa ruwa[P a�,uaoim n'S ,,,� ,p ,� uov._ - _ �pstl _ M r PPOPO®J BF➢ROOu OtL1Dt0 �L wnawe } Lfi Pw L u®a>rOJ A ww ro'+nn r+ia tm�srce b[1. ��. 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Otti: CP A _ r #282 SKUNKNET ROAD CENTERVILLE, MA P AKD FOR - ,T ,OTR A/b. aJr ,OiO A/. DONALD KESKULA WE: NN.-}g•2017 32• 2!T B/A Sx:3• t.ST M� SY I'-20' On 40 u ex YS ,d %yes T} jI r ,J2• zlr)/� 1 .!Y)/A -H. i20' _,m• a3' • •MO W!fIONfM�r fCC. An alaavr+A,cn nmanum C;�� . ion"e s'wei s DAl£ 9A+)a A OJAIA P,L P.LS AAUWMIYN)a OPbl9 nca pxp—ass t ,�" Pip JOHN W.KENNEY ATTORNEY AT LAW 12 CENTER PLACE 1550 FALMOUTH ROAD CENTERVILLE,MASSACHUSETTS 02632 PHONE:5 8-77 -9300 #AX:`508-775-6029 ` November 23,2016 Donald and Debbie Keskula 950 Genoa Court Punta Gorda,FL 33950 Re: Determination of Buildability of Undersized Lot Lot 28 On Plan Book 224,Page 127 282 Skunknet Road, Centerville,MA Assessor's Map 170,Parcel 061 Dear Mr. and Mrs.Keskula: ` You have asked me to render an opinion on whether the lot shown as Lot 28 On the plan recorded . in the Barnstable County Registry of Deeds in Plan Book 224,Page 127(Sheet 2)'constitutes a buildable lot for zoning purposes. In response,to the request,I have caused the records at the Barnstable County Registry of Deeds to be researched. ,I have also reviewed the Town of Barnstable Zoning Ordinance. Based upon my review of the results of the search of the records at the Barnstable County Registry of Deeds and the Zoning Ordinance,it is my opinion that Lot 28 on Plan Book.224,Page 127(Sheet 2)constitutes a buildable lot for zoning purposes. This opinion is based upon the following: ; 1. The lot located at 282 Skunknet Road, Centerville,Massachusetts was established,on a plan dated October 11, 1967. The plan is recorded in the Barnstable County Registry.of Deeds in Plan Book 224,Page 127(Sheet 2). It is shown as Lot 28 on said plan. A copy of the plan recorded in Plan Book 224.,Page 127(Sheet 2)is„attached hereto as Exhibit 1. 2 Lot 28 is.located in the Residence C Zoning.District..-At the time Lot 28 was created,the Residence C Zoning District had a minimum lot size of 15,000 square feet(see Article 49' adopted at the Annual Town Meeting on March 4, 1958). 3. According to the Assessor's,Records for the Town of Bamstable,Lot 28 contains 0.42 acres of land(18,295t sq.ft.). A copy of the Assessor's Records are attached hereto as Exhibit 2 4. Lot 28 met the Minimum Lot Size requirements for lotslocated in the Residence C Zoning District when it was created in 1.967. F 4 r John W.Kenney Attorney At Law October 21,2016 Page 2 i Re: 282 Skunknet Road.Centerville,MA 5. On January 31,1975 by a deed recorded in.Book 2146,Page 292,John H.Barnard,Jr. conveyed Lot 28 to Henry Keskula andBarbara L. Keskula. 6. At the time they acquired Lot 28 in 1975,Henry Keskula and-Barbara L.Keskula owned abutting Lot 29 located at 292 Skunknet Road,Centerville,Massachusetts: 7. Henry Keskula and Barbara L.Keskula acquired abutting Lot 29 by a deed dated June 12, 1970 recorded in Book 1476,,Page 410 from John E.Barnard,Jr.. 8. According to the Assessor's Records for the Town of Barnstable,Lot 29 contains 0.57- acres of land(24,829+-sq. ft.). A copy of the Assessor's Records are attached hereto as Exhibit 3. 9. Lot 29 met the Minimum,Lot Size requirements for lots located in the Residence C Zoning District at the time it was first created and when it was acquired by the Keskulas in 1970. 10.Henry Keskula and Barbara L.Keskula owned Lot 28 and abutting Lot 29 in common from January.31, 1975-until August 28, 1978. l 1. On August 28, 1978 by a deed recorded in Book 2773,Page 151 Henry Keskula and Barbara L. Keskula conveyed Lot 28 to Douglas R,Xeskula°and Donald H.Keskula. Henry Keskula and"Barbara L.Keskula retained'a life estate inLot28. 12.At the time of the conveyance of Lot 28 in,1978,the Minimum,Lot Size requirement for, dots located in the Residence C Zoning District was:15,000 square feet, p 13, Since the conveyance of Lot 28 by Henry Keskula and Barbara L.Keskula to Douglas R. Keskula and Donald H. Keskula,Lot 28 has been held in separate'ownership from all abutting Lots. j 14.In 1985,the Minimum Lot Size requirement for lots located in the Residence GZoning, - District was increased to one(1) acre. It was this zoning change that made Lot 28 nonconforming. At the time of this zoning change through the date of this letter,Lot 28 has remained in ownership separate from all.abutting Lots. µ John W.Kenney Attorney At Law October 21,2016 Page 3 Re: 282 Skunknet Road Centerville MA f, 15. On April 19,2011,Barbara L.Keskula,died leaving Henry Keskula as the sole owner of ; abutting Lot 29. 1.6. On June 30,2011 by a deed recorded in Book 25618,Page 214;Douglas R.Keskula, Donald H.Keskula and Henry Keskula(life estate)conveyed Lot 28 to Donald H. Keskula,the current owner. 17. On ,Henry.Keskula died. Through his will he left abutting Lot 29 to Douglas R.Keskula,the current owner(see copy of will attached hereto as Exhibit 4). 18.There are three other lots which abut Lot 28. Those lots are:Lot 27 on the plan recorded in Plan Book 224,Page 127(Sheet 2).located at 272 Skunknet Road;and Lots 24 (located at 179 Buckskin Path)and Lot 25(located at 165 Buckskin Path)which were created by a subdivision plan dated November,9, 1970 recorded in Plan Book 244 Page 67. Lots 24 and 25 on said plan are shown on the Town of Barnstable Assessor's Map 170,as Parcels 066 and 067..Locus(Lot 28)is shown on Assessor's Map 170 as Parcel. 061.A copy of a portion of Assessor's Map 170 is attached hereto as Exhibit 5, 19.None of Henry Keskula;Barbara L.Keskula,Douglas R.Keskula and Donald H.Keskula have ever held any ownership interest in Lot 27 on the plan recorded in Plan Book 224, Page 127 (Sheet 2)or in Lots 24 and 25 on the plan recorded in Plan Book 244,Page 67. i 20.Attached hereto as Exhibit 6 are rundown sheets prepared from the records at the Barnstable County Registry of Deeds showing the conveyancing history of Lot 28 shown on the plan recorded mi Plan Book 224,Page 127(Sheet 2),the subject lot for this zoning. , opinion,as well as the conveyancing history for abutting Lots 27 at429 shown on said plan,and Lots 24 and 25 shown on the plan recorded in Plan Book 244,Page 67: Copies of each of the deeds and plans referenced in this opinion letter and the rundown sheets are available for your review upon request. John W.Kenney. Attorney At Law October 21,.2016 Page 4 Re: 282 Skunknet Road-Centerville-MA Based upon the foregoing,it is my�opinion that Lot 28 as shown onthe plan recorded in Plan Book 224,:Page 127 is a legally"grandfathered"lot and may be built'upon for residential purposes. The lot is grandfathered because it has been held in separate ownership from all abutting lots since it was separated from abutting Lot 29 by the conveyance of Lot;28 by Henry Keskula and Barbara L.Keskula to Douglas R. Keskula and,Donald H.Keskula(with a life estate retained in Henry and Barbara Keskula)on August,28, 1978. This conveyance into separate ownership occurred prior to the zoning change:in°1985 that made the lot nonconforming. The lot meets the requirements for the separate Lot Exemption set forth in Section 240-91 of the Zoning Ordinance. Board of Health Regulations Lot 28 is located in the Acquifer Protection Overlay District,the least restrictive drinking water' protection district. It is also located in the Saltwater Estuary Protection Overly.District. Under regulations in effect as of the date of this letter. a three°(3)bedroom single-family residential structure can be built upon Lot 28 provided the lot satisfies percolation test requirements and further provided that a Title V compliant on-site septic system can be installed on the Iot without the need for any variances from Board of Health/Title V'regulations. No other opinion is rendered on the effects of Board of Health regulations and no opinion is rendered on the effects of Conservation Commission regulations on Lot 28. Very truly yours, John W.Kenney,Esq. JWK/bp Enclosures n 4 a o 5 r 'A54ESSOR'S MAP NO. A C -� LOCATION 1�F 1 -7/ -2 �p [ WAGE PERMIT NO. V I L L A G E 1�2? 1 INSTALLER'S NAME A ADDRESS c.`, r '�S U I L D E R OR OWNER ATE PERMIT ISSUED DAT E COMPLIANCE ISSUED L®kC i) 0 y a. f NOTE: PROVIDE MIN(D 1 X 4 WADER AT ALL _ . - INTERIOR 4 EXTERIOR DOOR I WINDOW - - . OPENING$MI LESS NOTED 071ERIOISFJ. - - - - ISA11 V M 07ES .PROVIDE MIN,/U JACK STUD R/U KING INTERIOR WALLS: STUD AT EACH END OF ALL HEAMS - - - - - - - W GYPSUM WALL BOARD ON EACH SIDE OF h4 WOOD STUDS 6'O.C.3 W7' (WNLRS$NOTED OTHERWISE) THICK TYPICAL(UNLESS NOTED OTHERWISE) EXTERIOR WALLS: - - - - - - SIDING AIDJOR MASONRY WITH AIRSPACE MOISTURE BARRIER PAPER(HOUSE CRAP)ON VI6'O.S.B.SHEATHING ON M WOOD STUDS•K'O.C.OR 65 NOTE: - NOTED.5 VY BATT INSULATION R-R Vl GYPSUM WALL BOARD(GLUE I SCREW). - .. WALL TO BE 6'TACK WITH SANG AND W THICK WIl{I MASONRY(TYPICAL PROVIDE MR!U JpSi OR LADDER - - UNLESS NOW OTHERWISE? FRAMING UNDER ALL UPPER FLOOR PARALLEL PARTMONS .. - T-4 VY - IT-]VY D'.b• l TRUSSES i0 BEAR ON EXTERIOR WALLS ONLY UNLESS NOTEDO7IEFIUISE —— /—LIE OF FLOOR ABOVE .. / INSd.FLOOR SPACE _1. OPENINGS IREBETWEEN NE GARAGE AND RESIDENCE RSMALL200 M C SECTION WITH - - - 1 .. . NTf FN1IE FIRE RATED DOORS(OR EQUIVALENT PER 2009 PPRC SECTION - - 6068 SL Gib. , 3060 - 3060 S VENT ALL EXHAUST FANS TO EXTERIOR _ ..... - - 4..WHEN POSSIBLE DIRECT ALL RUES AND YEWS THAT PENETRATE ROOF BEHI(D MAIN RIDGE 36'PREFAB I o Y 5,INSTALL WATER SUPPLY AND DRAIN N BOX(GREYBOX)AT WISING MACHINE lDCdn DR ECT y�ON. _ R -- FIREPLACE W/FLUSH RTH 1 AREA SUMMARY: 6' - 36•� VEA I OPENING6 Y-0' V 6.USE MOISTURE RESISTANT DRYWALL AT ALL AREAS SUSCEPTIBLE To OVERALL FLOOR AREA: MIOBIIIRE O - 1 B.ALL TUL CANT. - FIRST BOOR 5805.F. `...� �; I SECOND FLOOR 9BB S.F. ST BOOR INTERIOR DOORS TO BE TRAINED b'-B'TALL ALL SECOND - TBT�'�8-SF. PL00R INFERIOR DOORS TO BE FRAMED V-B'UNLESS NOTED OTHER RSE (D - _ - y VERFYW BUILDER DINING GREAT RM. S PROVIDE GUARDRAIL AT STAIRS IXONG CONSTRUCTION. - - - - 'P /\� S'H VB'CI.G. 9'H VB'0.G. 10.WIDOW NOMENCLATURE 3050.YV.5-0' - - m! oodl IL PROVIDE saaw BLOCKS UNDER ALL eEARING coNOmoNs. I M. IF KITCHEN GARAGE WALLS TO BE M STUDS OVER ID- TALL - - - - - I P - 9'4 VB'0.G: '160 DR WALL SD.O - s. OSA - Q' . BHFOLD a .. - 50BO DRTIOdLL auO6r SMOKE DETECTORS °� ICRMUD ao. OPEN G. T K D E S II G FIN INTERCONNECTED W/BATTERY BACK . - - - 6 Y-1' 3'T— M' WD .. ,.».. �. ,. ,._.....__.,..PER CODE - - ^KT. $ 26" FOYER A S.'S O C I ATE S BI-FO IsY �p FFICEWWWHOMEDESENLCOM . .. 9 '4 26030 POIV'[IAC TRAR RAILG PER NOTE: PN NELRYON.MI 40�]l�B DOOR I WIDOW LOCATIONS - - 6' 8.6• b 4 CODE T-0 A6, b 3,-4' -0' - . -ALL DOORS I WIDOWS ARE ASSUMED TO BE EITHER IN MIN.20 MINUTE THE CENTER OF THE WALL MASS OR MIN,3 V1 INCHES - RATED DRFROM El .. _ PERPENDICULAR WALL FOR DOOR I i - STEPS I RALL'G PER - Q - UNLESS NOTED OTHERWISE . - - CODER GRADE B - .. CONDITIONS 0 5 - exwuenomnaK.e.o S ______---—_INSIL BOOR bPACE _ ,: 41 NOTE: 2-CAR GARAGE - ` PORCH ALL INTERIOR PARTITION WALLS ARE - 4'LONG SLAB ON 4' I` X 1 4 ^.::::M36 0 4'COD.SAB W/ - REPRE$ENTED AS STUD ONIT(3 W) - I ATTIC 1 SIN § FXD. .bXb.b UWIM ON COMP GRANULAR FULL NIULF56 NOTED 01HERWSE) (PITCH FLOOR Y TO Ir_ �d •J A'COMP . GARAGE DOORS)(SEE FIRE T V GRANULAR FILL - O 0.N . SHEET)�SEPARATION NOTE THIS - 9 „ E I1UL ❑ El 'Tp. - a . R00R SMILE Q] NOTE: �( . ALL RESENTED WALLS ARE Bd Y-0' 9'C 1'-0' - REPRESENTED AS 1 k 4 STUD ��' a SEAIIDNG(4')NFIFSS. .. r 1 NOTED OTHERWISE) STEPS/RAIL'G SEE PORCH COLUMN V - - .. PER CODE I DETAIL SN&T A4 . GRADE NOTE; ISW X T- GARAGE DOOR JOB No. WO 1123-19 VERIFY DROPPED FLOOR AREAS - 10•4 10-4' YA' 6'-4' Y3' DRAWN: DM .. _FOR TILE WITH BUILDERCHECKED: 07,4 70'-B' Vd' g-0• _ REVIEW 9-20-13 ... . _ 31-0' FINAL: 3-21-19 .REVISION .. _ FIRE SEPARATION NOTE FIRST FL OOR FLAN FIRE SEPARATION(R305) fiLAL6 V4. ZEESEEIH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROD, - - - ABOVE BT NOi LESS THAN 5/BHNCH TYPE X GYPSUM BOARD OR Ef]INdLEM.LL94ERE TIE SEPARATION ISA F OORCELI NG ASSEMBLY,THE SCALE:STRUCTURE SUPPORTING THE SEPARATION SHALL - AL50 BE PROTECTED BY NOT LE65 THAN U MN GYPSUM BOARD OR EOWVALEM.ALL OTHER •I .PER PLAN y r GARAGE SPACE SHALL BE SEPARATED PROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS L .THAN 0-0104 GYPSUM BOARD APPLIED TO THE GARAGE SIDE DROP CLG.UNDER FIR ABV. - - - MNCLOSE MECHANICAL AND 57MCMUZAL RETIDITS)VERIFY LY BLDR. _ _ _ - - - - _ SHEET# - ,1 A2 ---------- -- NSINTON DAM ------------- .. -------------- PROD NBILAWN = - -------------- rAL®To Sam tove( -------------- NOTE'' -Vr DRTual - VAPOR WARDS IFA7IIRN BTRPPNG NOTE: - .. . ACHIEVED BY APPLYING IATE%PANT .kII$N TO NBEC 6ECMN - - OVER DRYWALL ON WARMHNNINTE( To - - WE OF C91Y CONSTRUCTION 4011.3 FOR MORE DEC. - ATTICACCESS DETAIL PROVIDE MR(D 2 X 4 HEADER AT ALL WERIOR 1 E%IERIOR DOOR 1 WPOOIO - - SCALE.T•f-0' OPENINGS UNLESS NOTED OTHERWISE). .. .. LAN" NOTES NOTE:NPROVIDE MEN,(U JACK STUD N m RING INTERIOR WALLS: STUD AT EACH END OF ALL IEADIAS w GYPSUM WALL BOARD ON EACH SIDE OF LN WOOD STUDS B' (UNLESSO.C.3 w - (UNLESSNOTED OTHERWISE). TNICK TYPICAL(UNLESS NOTED OTNERIOISFJ. - EXTERIOR WALLS: SIDING ANDIOR MASONRY WITH AIRSPACE MOISTURE BARRIER PAPER(HOUSE - WRAP)ON VIb'O.S.B.SHEATHING ON 2X6 WOOD STUDS•16'O.C.OR AS NOTE: NOTED.5 VY BATT INSULATION R-H VY GYPSUM WALL BOARD(GLUE 1 SCREW/. - - - - H,{f rt F - - - - WALL TO BE b'THICK WITH SUMNG AND W TWCK WITH MASONRY(TYPICAL PROVIDE MWL(U JOIST OR LADDER - - . UNLESS NOTED OTHERWISE). - FRAMING UNDER ALL UPPER FLOOR - - 18 W Yi At II'4 Vy 5U Vy - - - - - PARALLEL PARTITIONS - - .. - - L TRUSSES TO BEAR ON EXTERIOR WALLS ONLY UNLESS NOTED'O11EFIfiI6E 3050 3050 3050 - - 1 OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EWIPPED WRH - .. .!EGRESS) 55) (EGRESS) 3050 3050 R3O%v.E FIRE RATED DOORS(OR EQUIVALENT PER O09 MRC SECTION - �-B 4 (EGRESS) (EGRESS) U. - a i 4 (EGREb5) (EGRESS) 1 VENT ALL EXHAUST FANS TO E)(TERIOR r-- — LIRE OF CLG. . {.WHEN POSSIBLE MAIN R�D FELT ALL FLUES AND VENTS THAT PENETRATE ROOF - N r— B - 1I �� W._C• a 5.INSTALL WATER SUPPLY AND DRAIN BOX(GREY BOLO AT WASHING MACHINE. - _f-- ----- _ - LOCATION. MASTER �'I '`� „ - AREA SUMMARY: b.USE MOISNRE RESiSTdNf DRYWALL AT ALL AREAS SUSCEPTIBLE TO - Y-0' BDRI I• I I BDRM• "L _ - - OVERALL FLOOR AREA: . MOISTURE - - - - (TYP.) SEE ATTIC ... B'H US,CLG. - - - FIRST FLOOR 9B0 S.F. - STEP CLG. ACCE561 i' - SECOND FLOOR 988 S.F. B..ALL FIRST FLOOR INTERIOR DOORS TO BE FRAMED&W TALL ALL SECOND - B'-IY DETAIL I., $ O'•If b'( . FLOOR NfEWOR DOORS TO BE FRAM®b'd'UNLE59 NOTED O11EFStlISE. SHEET VERIFY W/B14LDER - I - 3 PROVIDE GUARDRAIL AT STAIRS WRENG CONSTRUCTION. - - IO.WINDOW NOMENCLATURE 3050.3'-0'•5-0' - : _ L—— 19.D. — 1 6.D.- . � Q IL PROVIDE SQUA5N BLDCK5 UNDER ALL BEARING CONDITIONS. - - - B'4 W CLG. Q.GARAGE WALLS TO BE 7X6 STUDS E OVER O'd'TALL a - - T WALL t SO/C z 3 - .. 6• 6,�. .-0• B'H US'CLG. TO'-Y- ® it— LL 6•�' _ _ _ ° M - m .. ...p '•"Y' • BATW � SHOWER __ _QDSET BKL . 4,A 'M5' - 3'-!' Y4' 5E. r - T K D E S I G,N NOTE:ALL SMOKE DETECTORS - -. EF. .INTERCOM ECTED W/BATTERY BACKUP � OA S 3 O C I A T S 3 PER CODE SILLBATWBFFOLD ` iM4.5TCM®PAE9ESOQ'IPl.C6-NOTE: 6•I IO'4 uy I 5-0 DOOR H WINDOW LOCATIONS W.LC BDRM•#3ALL DOORS I WINDOWS ARE ASSUME/TO BE E T ER IN - 6 I I rc B'.I VB'CIG.TIE CENTER OF TIE WALL MASS OR MUR 3 V!NC ES I IFROM PERPENDICLLLAR WALL FOR Dd�UNLESS NOTED OFVE2WISE - - - - - � 7 TUB 1-- -----� N+auER i IR 1s NOTE: � a 3050 W .ALL NfERIOR PARTTUON WALLS ARE 0 WMii . REPRESENTED AS STUD ONLY(3 W) - - - - - - GRE55) b'•Y --9 B' b'Y (UNLESS NOTED OTHERWISE/ NOTE: SECOND FLOOR PLAN °° M ALL D(TEROR WALL$ARE - SCAIb V{ REPRESENTED AS 2 X 4 SRID - - - SIEATHING W)(UNLESS .� NOW OTHERWISE) - - - U ... ICE-No. WO 1123-19 NOTE: - - DRAWN: Dm VERIFY DROPPED FLOOR AREAS. - - - - . - - CFICCKED: DM FOR TLLE WITH BUIOER - - - - . REVIEW 9-20.13 FINAL: 3-21-19 - - - REVISION - - - PLAN PER T# SHEE A3 TOOMr1Dl^1V 7 7OOTE6 FOUNDATION WALL W P.COW.WALL(b'O'POUR)ON 70'X W'P.CONC,FfG.T'P.LLN.O.) GARAGE FOUNDATION: - - 6'CONC.BLOCK OR STEM WALL ON 14'P.GONG TRENCH FTC-MN,42'BELOW - - - - RR GRADE ERG.ON U=TWZBED SOIL - - - L ALL COUIMS SHOWN SHALL BE 3 Uf DIAMETER ON 30'43ONUS`POURED CONCRETE PAD.TOP OF CONCRETE PAD TO BE 4'BELOW FINISH - - - BASEI'M SLAB,(TYPICAL UNLESS NOTED OTHERUMV - - - L OaIE STEEL BEAMS REST ON FOUNDATION WALLA,SIZE BEAM POCKET - APPROPRIATELY AND S IM AS REQUIRED. - 3. AT BASEMENT POUR 4'CONCRETE SLAB WITH 6 MIL VAPOR BARRIER ON .. - . P COMPACTED GRANULAR FILL . 4-.AT PORCH POUR 4'CONCRETE&LAB WITH Erb NO W-W-M.ON - COMPACTED GRANULAR FILL 5.-AT GARAGE POUR 4'CONG NAB ON 4'COMP GRANULAR FILL(PITCH BOOR Y TO GARAGE DOORS) - - - - - - - - 6.- AS REQUIRED DROP FOYER FLOOR SHEATHING 3/4'FOR M D5ET TILL INSTALLATION _ - L VERIFY ALL UTLRY LOCATIONS W/BUILDER .. S..PROVIDE GUARDRAIL AT STAIRS DURING CONSTRUCTION. 3T4, - - 3 PROVIDE LADOERING UNDER ANY WALL RUNNING PARALLEL W/AST - THAT DOES NOT LAND DIRECTLY ON A AST - - - 10. PROVIDE SMASH BLOCKS UNDER ALL BEARING CONDITIONS. - - I r_ _s _ — _ — — _ — _ — — — — _ — _ — � I I I OPT.EGRESS WINDOW W/ BASLI ICI\T I I m WINDOW WELL LOCATION Ir a, I PER BUILDER(SE SHOT 4'CONC.FLOOR ON b MIL.VAPOR .. LUff OF FLOOR ABOVE - . A4 FOR CODE NOTES) BARRIER ON 4'COP.GRAWLAR FULL INSII-FLOOR SPACE w I I 10'P.CONIC.WALL(b'-0'POUR)ON V X IO'P.CONC.FTC.(TYP.LLN.OJ I OBL ASTS OR 4 MEMBER LADDER T. I _ I TINDER ALL UPPER FLOOR PARALLEL' 's PARTITIONS NOTE: NOOSE FOOTINGS ARE DESIGNED L FOR_ _ I J CAPACITY.PGARAGE FOOTINGS GA.STEEL PIPE COLUMN 3'DNA.STEEL PIPE LOLI4N ARE DESIGNED FOR 3000 PS.F. - - u I ON 36'X 36'X IB'OEEP - -ON 30'X30'XW'DEEP SOIL eRG.GAPALIIY. COC FTC, CONC.IT(. SUMP PUMP - (LOCATION , rb VY I FD JI ® I ' a an.3� ROUGHL_-�-- TIC DES ➢ 0N _ T i-' q 4' LOCA PER I- r P .M.Y&.H...,.:.M NOTE: - - I '_. I i 1'A IRQ BUILDER ASSOCIATES PROVIDE MN(2)2 X 4 HEADER AT ALL - - '-^I I ++ I pIRF(901I �y I I / '•,\ -9 I T INTERIOR I E KTERIOR DOOR I WIDOW S - / \ I '�/ III I (�N n I r--- . OPENINGS(UNLESS NOTED OTFERIUISFJ. - 3 9 I L — T - __ _ Y �___y F J «:ti �——— �, LEAD W 3 .YEtF®ME®��N CO 2E030 PO MEDE'IO -_ - - Y 74- �. (TYP./ sPoxoiueLYCzeai�wb-ivco - ,3 1' nw1c: (206)-MI6I96T NOTE: WALL PROSOE NEL(U JACK LINO I(U KING � - - m.mr-•evvm - . STUD AT EACH END OF ALL HEADERS (INS%NOW OTHERWISE/. ___ _ ______ m INTObSM.5ADJACEM . b CO BLOCK OR STEM WALL FOUNDATION WALL- I . NOTE: I ON H' CONC.WALL(6HORi TO FONmA �I \\\ _ _ .7QS/ 74'X W P.CONC. \ / I c, V F� PROVIDE MIN.(U AST OR LADDER - - - - - I RG.M.4f BELOW FIN.GRADE - I _. X I I u FRAMING UNDER ALL UPPER FLOOR _ f I BRG, UNDISTURBED SOIL _ - N Y a PARALLEL PARTITONS - R ..I 70'-Y I UND(C. W6' I - 0 i T UNEXCAVATED \ I SLAM DNN4'CO _ 04 >4 I I 4'CONC,SLAB ON 4'COMP --- GIMLAR1 l GRANULAR FILL(PITCH FLOOR LEAD WALL NOTE: Y TO GARAGE DOORS) fITP.) -— — — — — — - WOOD BEAM I 4'CONC.BLOCK OR STEM WALL 1 biEEE18EAM_ I ON It P CONC.WALL(SHOW POUR)ON 2y X IV P.CONIC. - I A 4 U I'' ERG.WALL - 9R ON UNDISTURBED4 6QG LAB - J Z�__3 BRG.WALL ABOVE _ .. I b'CONIC,BLOCK OR STEM WALL . ON IO'P.CONIC.WALL ON 20'X JOB No. WO 1123-19 ..■PONE LOAD - - 9 L.F CONIC.FIG.MM 4Y BELO10 o POMP LOAD FROM ABOVE - - .. - - — — — — — — — — — — — — RN GRADE BRG ON - DRAWN: DM UNDISTURBED SOL E'6 Vy 16'-3' Y6 IP - - C1�CLGED: DM d'. REVIEW 9-20-13 9Y6• FINAL' 3-23-19 REVISION - FOUNDATION PLAN BCAL6 V4. - SCALE: - - PER PLAN SHEET# ' A l SYSTEM DESIGN DATA: THREE BEDROOMS = 3 x 110 GPD = 330 GPD REQ. FLOW DOLgR DAVIS R USE ONE CHAMBER TRENCH, 1 2.83'W x 25'L x 2'EFF. DEPTH d N TOP FOUND. EL. 5G.0' 5 E PT I C 5Y5TE M PROFILE VIEW N .T.5. SIDE WALL: [25+25+1 2.83+12.631 x 2.0 = 1 5 1 SF 4Z BO'TOM: 12.83 x 25.0 = 320 5F a`r I.P. WITH SCREW TYPE CAP TO WITHIN 471 x 0.74 = 348 GPD TOTAL FLOW PROVIDED �- 3"Of FINISHED GRADE(ONE PER TRENCH) 348-330= 18 GPD IN RESERVE Oco FiNfSHED GRADE EL. ± 54.5' JO 6 //l/ NO GARBAGE DISPOSAL ALLOWED 19 m I/// /// 99 FINISHED GRADE EL. ±5 / / 6 /�/ / / 4.4 FINISHED GRADE EL. ±54.5' tu tD J j77 L s �e INVERT EL. RISER FILTER FABRIC 20" RISER 2099 ---- +52.3' ONE RISER PER TRENCH 53.0' D1a. + DI a. EL. 53.I'± �-- 8.5' -� EL. 51.83' 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 °• '° ° ° o00000000 00000000a d.°• INVERT IfL. INVERT EL. INV. EL. ---_I ---_ ° 0 0 0 00000 0 0 00 000 00 0 ,°,° ° 49.0' n o• , --------------------- 5;.4G Min G 51 .2G' sum 51 .0' 48" LOCUS MAP INVERT EL. `� - 3/4"- I I/2"DOUBLE WA511ED STONE ALL AROUND INVERT EL. LM 5 I.9I' "� r 5!.GG' 25' 48" LIQUID LEVEL } DISTRIBUTION BOX USE GAS „ PROP05ED CHAMBER TRENCH ASSESSORS DATA: 3„ BAFFLE (H20 LOADING) NUMBER OF TRENCHES = ONE MAP 170 PARCEL G 1 NUMBER OF PRECAST UNITS PER TRENCH =TWO PRECAST DI5TRIBUTION BOX NOTES: REMOVE ALL UNSUITABLE MATERIAL FIVE FEET REFERENCE DEED: 3! 1 27-338 } AROUND THE 5.A.5. DOWN TO THE C2 HORIZON BOTTOM OF TEST PIT EL. 44.0' REFERENCE PLAN: MINIMUM WALL THICKNESS = 2" AND REPLACE WITH CLEAN COURSE SAND PER 10'-6 NO GROUND WATER IT MINIMUMIN51DE DIM. = 1 2" 310 CMR 15.255 -AS REQUIRED. 35435-A(2)LOT 28 224-1 27 " PROPOSED 1 500 GALLON TANK OUTLET INVERTS SHALL BE EQUAL TO EACH OTHER AND AT ZONING DISTRICT: KC 2"MINIMUM BELOW INLET INVERT. ' (DESIGN CAPACITY-330 GPD @ 200%- USE MIN. ALLOWED-1500 GALLON) FIN15HED GRADE EL. 54.5'+ MIN. LOT AREA 87,1 20 S.F. SEPTIC TANK NOTES: /i 52 8 THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX SHALL ' ' ' FRONTAGE 20' MIN. / TEES SHALL B ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING THE E CONSTRUCTED OF SCHEDULE 40 PVC AND SHALL EXTEND A � WIDTH 100'MIN. MINIMUM OF G"ABOVE THE FLOW L NE OF THE SEPTIC TANK AND BE ON \ DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION LINE THE CENTERLINE OF THE SEPTIC TANK LOCATED DIRECTLY UNDER THE �` INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE. rl2.83' -{ BUILDING SETBACKS: 1 CLEAN-OUT MANHOLE. \S � FRONT- 20 ° o o Q o o: -- -- THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2"NOR MORE THAN 3" INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH 34' ° o 0 0 0 0 ----- THE -- - ° • o 0 0 0 0 '° ° 24" SIDE*REAR- 10' ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE. DURABLE AND NONDEFORMABLE MATERIAL PERMANENTLY ° ° .° o o 0 0 . THE SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, Q n. \ FASTENED TO THE LINE OR RECONSTRUCTING THE LINES STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH �• / L S� --{ 48" 1-- 48" OVERLAY DISTRICT: G" OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STAB UNTIL ALL INVERTS ARE OF EQUAL ELEVATION.STABILITY AND ����,� N RPOD, AP*MA ESTUARY PROTECTION t0 PREVENT SETTLING. �' THE DI5TRIBUTION BOX SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, PROPOSED LEACH TRENCH-END VIEW THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 1 2",WITH TWO i STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH LOCUS 15 NOT LOCATED IN A STATE ZONE II 20"MANHOLES HAVING READILY REMOVABLE IMPERMEABLE COVERS ��� r G"OF CRU5HEg STONE HAS BEEN PLACED TO ENSURE STABILITY AND NUMBERS TRENCHES = ONE OF DURABLE MATERIAL AND SHALL BE PROVIDED WITH ACCESS PORTS. +5�•� TO PREVENT SETTLING. NUMBER OF PRECAST UNITS PER TRENCH =TWO �52.3 � r / LOCUS 15 NOT IN A SPECIAL FLOOD HAZARD ZONE THE TANK OUTLET TEE SHALL BE EQUIPPED WITH A GAS BAFFLE. INSTALL TWO 500 GALLON PRECAST UNITS WITH FOUR FEET OF DOUBLE WASHED STONE FEMA DATA:ZONE"X 501E DATA: P# 15235 �1 11 / l - Il AT SIDES AT EACH END MAP 25001 C05G I J TEST DATE: DECEMBER.29, 201 G MAP DATE:JULY I G,2014 SOIL EVALUATOR: DANIEL E. GONSALVES,SE 13587 / / WITNESSED BY: DAVID 5TANTON, R.S.TOWN OF BARN5TABLE C1A55 I SOILS @ <2 MIN/INCH PERC / S5,` LOT COVERAGE: 1 ,F 2.7 f z EXISTING COVER BY STRUCTURES = 0 TP ! TP 2 TP 3 TP 4 aW ' D_ PROPOSED COVER BY 57RUCTURE5 = I I% "A"5L "A"SL , 0 -�52.5 0 EL. 55.0' EL. 55.0' EL. 55.0' EL. 55.0' / 1 w "A"SL "A"SL " O O 0" +54.8 +54.4 ~ EXISTING COVER BY PAVE = 0% , / 4 8„ I OYR 3 I 10„ I OYR 3 I 8„ I OYR 3 2 8„ I OYR 3 2 / \ +55 8 S�6°52,27„ f Q PROPOSED LOT COVER BY PAVE = 8% B 5L 1113115L 13 5L 1113115L / +54.7 10YR 4/G I OYR 4/G I OYR 4/G OYR 4/G 131, 18" 18" 20" L i/ 55 +55.8 CB o "C!"5L "C 1"SL EL.53.5 EL.53.3 \\ /� 1 INOA 61' \ FND. z \N PROPOSED WATER SERVICE 32" 2.5Y G14 36 2.5Y G/4 a1 52.4 2.9 OS1-pp +54.4 EL.52.3 EL.52.0 �. I.C' ,C, 1 1/ l �W ��FOp t55.4 - -55- - EXISTING CONTOUR 41� (�9 MED. MED. // / �•.� �'/h aY t55.8 PROPOSED CONTOUR 6G "C2" "C2" ?E SAND SAND I H / \ W TP TP PERC MED. MED. 2.5Y 714 2.5Y 7/4 / 3 \ 55 SAND SAND � 2.5Y 714 2.5Y 7/4 1 h r ROppSED +55.4 (Q CATCH BASIN 132" 132" !20" !20" � l 22� 1 �� GAGE EL. 44,0' EL. 44.0' EL. 45.0' EL. 45.0' 5 ^ I l O r- `'-�� 54.7 NO GW NO GW NO GW NO GW ''j �J J / O 2 1 +55.8 EXISTING SPOT GRADE ENCOUNTERED ENCOUNTERED ENCOUNTERED ENCOUNTERED t53.'t / +54. 12 �� PROP \ +55.1 cry ,a UTILITY POLE / ! U4 % TP p OSE© o ro C� 27' WfLLI n 1 /co 1 o o T NG O GENERAL NOTES: i ^ i o I � p C� o F• `5G.0 +55.1 SITE PLAN O W, NREp ` 1 . ALL THE WORKMANSHIP AND MATERIALS SHALL CONFORM TO DEP 11 r1 /o , i �/ o /B ° 1p cocOV PpRG TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS �1 i1 /�� _ ; i h 4.6 ss` PREPARED FOR FOR THE SUBSURFACE DISPOSAL OF SEWAGE. / �' + 4.5, 2. ACCESS PORTS OVER TANK TEES SHALL BE ACCE55I13LF WITHIN G" / i l TBA4. TOP OV8 _ ?ROPOSED 55 #282 SKUNKNtT ROAD OF FINISHED GRADE. +53.3 J EL. 54. STx R D/G 55 l 1 8'Nq_pBg V 500 GAL. CENTERVILLE, MA55ACHUSEITS 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF +53.15\ +54.5 TANK +54.6 WITHSTANDING H-1 0 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' \� +54.6 /8 PROPOSED SAS v, DATE: APRIL 1 , 2019 OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR WITHIN S Ivv _90, CHAMBER TRENCH `� +54.5 O' OF DRIVES OR PARKING. THE D15TRIBUTION BOX SHALL BE H-20 LOADING. \ S 52'27„w +54.7 SCALE: I 20„ _ , LOT 28\ 4. THE EXCAVATOR/CONTRACTOR SHALL CALL"DIG SAFE" AND VERIFY THE LOCATION \ + 0 20 40 OF 51TE UTILITIES PRIOR TO ANY EXCAVATION, AND SHALL BE RESPONSIBLE FOR - +54.4 1 8, 1 34-�- S.F. Feet ALL MATTERS RELATING TO ELECTRIC AND/OR GAS EASEMENTS. A 5. SEWER PIPES SHALL BE SCHEDULE 40 PVC. (4" DIA. UNLESS OTHERWISE NOTED) OF M,S. PLAN REVISIONS: IST G. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE E�FOq�� OF �� STEPTEPHEN � MORTARED IN PLACE. �,Q J 7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FT. PER FOOT. �� DAVIp c� " DoY1 E � 8. THE EXCAVATOR/CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT DOYLE B. o NO. 37559 MASON m • AND ASSOCIATES 24 HOURS PRIOR TO ANY REQUIRED INSPECTIONS., No.1066 �q�✓�s SV ' STEPHEN DOYLE AND A550CIATE5 9. ALL COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR ��° �' P. 0. BOX G2 1 COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. T EA5T FALMOUTH, MA55ACHU5ETT5 0253G 10. ANY AT-GRADE COVERS SHALL BE SECURED TO UNAUTHORIZED ACCE55 TELEPHONE: 508 540-2534 PER TITLE V REQUIREMENTS. 5JD5URVEY@AOL.COM SYSTEM DESIGN DATA: THREE BEDROOMS = 3 x 110 GPD = 330 GPD REQ. FLOW DOCgR DAV13 USE ONE CHAMBER TRENCH, 1 2.83'W x 25'L x 2'EFF. DEPTH R� Lv TOP FOUND. EL. 5G.0' 5 E FT I C 5Y5TF M F Ru"F I LE VIEW N .T.5. SIDE WALL: [25+25+1 2.83+12.531 x 2.0= 151 5F �Z BOTTOM: 12.53 x 25.0 = 320 SF a� I.P.WITH SCREW TYPE CAP TO WITHIN 471 x 0.74 = 348 GPD TOTAL FLOW PROVIDED FINISHED GRADE EL. ± 54.5' 3"OF FINISHED GRADE(ONE PERTRENCH) 348-330 = 15 GPD IN RESERVE O Q C� NO GARBAGE DISPOSAL ALLOWED �O 1bJ / ( FINISHED GRADE EL. ± 54.4 W l - ' FINISHED GRADE EL. ±54.5' ' 77T77T z 6 6" �� lllli i �oa�s Y INVERT EL. » „ RISER FILTER FABRIC 20 RISER 20 _ 53.0' -----�-�-52.3' y ONE RISER PER TRENCH D 1 a. + D a. 8.5' -� EL. 51.83 EL. 53.I'-t 0 0 0 0 0 0 0 0 0 0 0 o 0 0 � 1 INVCKf EL. Uno INVERT EL INV. EL: °, •° o 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 • __---�---_ ° o00000000 000000000 ,°•° ° 49.0' 5 1.4E51 .26'-�------------------- 51 .O' 48" 48„ INVERT EL. o INVERT EL. 314"- 1 i/2"DOUBLE WASHED STONE ALL AROUND LOCUS MAP 00 � 51.91' } r + 5I.GG' - 25 45" LIQUID LEVEL I DISTRIBUTION BOX PROPOSED CHAMBER TRENCH U5E GAS A55E55OR5 DATA: 3> BAFFLE (H20 LOADING) NUMBER OF TRENCHES =ONE MAP 170 PARCEL 6 I NUMBER OF PRECAST UNITS PER TRENCH =TWO PRECAST DISTRIBUTION BOX NOTES: REMOVE ALL UNSUITABLE MATERIAL FIVE FEET REFERENCE DEED: 31 1 27-338 AROUND THE S.A.S. DOWN TO THE C2 HORIZON BOTTOM OF TEST PIT EL. 44.0' REFERENCE PLAN: MINIMUM WALL THIGKNE55 = 2" AND REPLACE WITH CLEAN COURSE SAND PER 10'-6" MINIMUM INSIDE DIM. _ !2" 310 CMR 15.255 -AS REQUIRED. NO GROUND WATER 35435-A(2)LOT 28 224-1 27 PROPOSED 1 500 GALLON TANK OUTLET INVERTS SHALL BE EQUAL TO EACH OTHER AND AT ZONING DISTRICT: RC 2" MINIMUM BELOW INLET INVERT MIN. LOT AREA 57,120 5.F. (DESIGN CAPACITY- 330 GPD @ 200%- USE MIN. ALLOWED-1500 GALLON) FINISHED GRADE FL. 54.5'± SEPTIC TANK NOTES: THE DISTRIBUTION LINE5 FROM THE DISTRIBUTION BOX SHALL / FRONTAGE 20' MIN. �•�52.8 I � zi 77777 TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND SHALL EXTEND A ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING THE WIDTH i 00'MIN. MINIMUM OF G"ABOVE THE FLOW L NE OF THE SEPTIC TANK AND BE ON DISTRIBUTION BOX TO THE HEIGHT Off THE DISTRIBUTION LINE THE CENTERLINE OF THE SEPTIC TANK LOCATED DIRECTLY UNDER THE INVERT AFTER ALL LINES HAVE BEEN 5EALED IN PLACE. rl2.83' - -{ BUILDING SETBACKS: CLEAN-OUT MANHOLE. t S� o Q o o '° °_° _�- FRONT- 20' THE INLET PIPE ELEVATION SHALL BE NO LE55 THAN 2" NOR MORE THAN 3" INVERT ADJU5TMENT5 SHALL BE MADE BY FILLING WITH 34" • ° . ° o O O o o '° � '° 24" SIDE*REAR- 10' ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE. DURABLE AND NONDEFORMABLE MATERIAL PERMANENTLY ° ° , n THE 5EPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, S FASTENED TO THE LINE OR RECONSTRUCTING THE LINES OVERLAY DISTRICT: STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH / < 48" 48" UNTIL ALL INVERTS ARE OF EQUAL ELEVATION. ( N RPOD, AP*MA ESTUARY PROTECTION G" OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND �( „j• TO PREVENT SETTLING. / THE DISTRIBUTION BOX SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, PROPOSED LEACH TRENCH-END VIEW THE 5EPTIC TANK SHALL HAVE A MINIMUM COVER OF 1 2", WITH TWO I STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH LOCUS 15 NOT LOCATED IN A STATE ZONE 11 20"MANHOLES HAVING READILY REMOVABLE IMPERMEABLE COVERS ��� Q / G"OF CRU5HEq NUMBER OF PRECAST STONE HA5 BEEN PLACED TO ENSURE STABILITY AND NUMBERS TRENCHES = ONE +5¢ T UNITS PER TRENCH =TWO OF DURABLE MATERIAL AND SHALL BE PROVIDED WITH ACGE55 PORTS. "*52.3 � I TO PREVENT SETTLING. LOCUS IS NOT IN A SPECIAL FLOOD HAZARD ZONE THE TANK OUTLET TEE SHALL BE EQUIPPED WITH A GAS BAFFLE. / I / INSTALL TWO 500 GALLON PRECAST UNITS WITH FOUR FEET OF DOUBLE WASHED STONE FEMA DATA:ZONE"X" SOIL DATA: P# 15235 O^ / j AT SIDES lt AT EACH END MAP 25001 C05G 1 J TEST DATE: DECEMBER 29, 201 G 501L EVALUATOR: DANIEL E. GONSALVES,5E 13587 / j >n \ __. ___ MAP DATE:JULY I G,2014 WITNESSED BY: DAVID STANTON, R.S.TOWN OF BARNSTABLE j / / r +� N LOT COVERAGE: CLASS I SOILS @ <2 MIN/INCH PERC 1 / �55� w z EXISTING COVER BY STRUCTURES = 0% TP I TP 2 TP 3 TP 4 t p�' PROPOSED COVER BY STRUCTURES I I% EL. 55.0' EL. 55.0' EL. 55.0' EL. t 3 u, O" Oil 0, / +54.8 +54.4 q EXISTING COVER BY PAVE = 0 "A"SL "A"SL "A"5L "A"5L ,--�52.5 O 8„ 1 OYR 3 1 10„ 1 OYR 3 1 all CYR 312 8„ 1 OYR 3 2 �r/ +55.8 S�6°52,27 toPROP05ED LOT COVER BY PAVE = 6% 5L SL SL B SL I OYR 4/G I OYR 4/G I OYR 4/G OYR 4/G tl/ 55 +54.7 E m I3" 18" 18" 20" ( / N +55.8 CB "C 1"5L "C I"SL EL.53.5 EL.53.3 �` /1��� / p/�'0p0 1' \ FND. z NI PROPOSED WATER SERVICE 32" 2.5Y G/4 3G 2.5Y 6/4 ,C1, licit �F52.4 �.J �a2.9/ SED pq v8 +54.4 - -55- - EXISTING CONTOUR EL.52.3 EL.52.0 (off� MED. MED. � �"�+ /�l / W� Q p�,t �gY +55.4 +55.$ VLy 'C2" "C " 5AND SAND /I // W Tp 3 55 PROPOSED CONTOUR PERC MED. MED. 1- 2.5Y 7/4 2.5Y 7/4 / SAND SAND r 2.5Y 7/4 2.5Y 7/4 h `° PROPOSED +55.4 (Q CATCH BASIN 132" 132" 1 20" 1 20" 22�y� GARAGE \ \ / EL 44.0 EL. 44.0 EL. 45.0' EL. 45.0 r � t / O ,� � y ��, '� NO GW NO GW NO GW NO GW v ) ' 1 O f �, 2 54.7 �1' � +55.8 EXISTING SPOT GRADE ENCOUNTERED ENCOUNTERED ENCOUNTERED ENCOUNTERED +53.Z +54. 12, PROPO \ +55.1 tip UTILITY POLE / n, D S>ED b m "Sc , / 27' �LLUv n GENERAL NOTES: ;r ,i J/ q /i o w N o fl jo, COV 11 T O'� 'Ss.p +55.1 i0 51TE FLAN 1 . ALL THE WORKMANSHIP AND MATERIALS SHALL CONFORM TO DEP / o \, t �� o /B o ERED RCN 4.6 iS TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS / �n �` s� PREPARED FOR FOR THE 5U55URFACE DISPOSAL OF SEWAGE. + 2. ACCESS PORTS OVER TANK TEES SHALL BE ACCE551BLE WITHIN G" i i l TBA4 TOP OvtR_ _ PR!7POSED 55 #282 SKUNKNET ROAD 4-53.3 / Ei. 54 STK -_- Q/G 55 OF F!NlSHED GRADE. l l 8 Nq�p15B +54.5 TAN O GAL. CENTERVILLE, MA55ACHUSETTS 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF +53�3� +54.6 WITHSTANDING H-!0 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' \� +54.6 ig PoPosED sAs �, DATE: APRIL I , 20 19 OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR WITHIN S N7 ° 2.90' CHAMBER TRENCH N +54.5 1 O' OF DRIVES OR PARKING. THE DISTRIBUTION BOX SHALL BE H-20 LOADING. S 52'2�„w +54.7 SCALE: I" = 20' 4. THE EXCAVATOR/CONTRACTOR SHALL CALL "DIG SAFE" AND VERIFY THE LOCATION _�� + LOT 28 0 20 40 OF SITE UTILITIES PRIOR TO ANY EXCAVATION, AND SHALL BE RESPONSIBLE FOR +54.4 1 8, 1 34± S.F. 1 Feet ALL MATTERS RELATING TO ELECTRIC AND/OR GAS EASEMENTS. Atpb.AAA 5. SEWER PIPES SHALL BE SCHEDULE 40 PVC. K' DIA. UNLESS OTHERWISE NOTED) �p�1H OF Mgss�. PLAN REVISIONS: G. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE .r J\�PsTEq��9�y H OF Al MORTARED IN PLACE, � STEPHEN m; 7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FT. PER FOOT. O� DAViD ' DOYLE � 8. THE EXCAVATOR/CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT DOYLE z B. NO. 37559 • AND ASSOCIATES 24 HOURS PRIOR TO ANY REQUIRED INSPECTIONS. No,S� �9✓nE ype STEPHEN DOYLE AND ASSOCIATES 9. ALL COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR r r ip��lE �� P. 0. BOX G2 1 COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. r .L- Lj EAST FALMOUTH, MA55ACHU5ETT5 0253G 10. ANY AT-GRADE COVERS SHALL BE SECURED TO UNAUTHORIZED ACCESS TELEPHONE: 508 540-2534 PER TITLE V REQUIREMENTS. 5JD5URVEY@AOL.COM : 3