Loading...
HomeMy WebLinkAbout0154 DONEGAL CIRCLE - Health 154 DONEGAL CIRCLE Centerville A= 169 -086 3 ME AD� KEEPING YOU ORGANIZED No. 12534 2-15SLOR �� vosr-0oHsuu�a® a mum QUORGAINIMATOMMIDAW No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION`=TOWN.OF BARNSTABLE, MASSACHUSETTS 0pplitation for Misposal *pstrm Construction 3pPrmit Application for a Permit to Construct(✓Repair( ) Upgrade( ) Abandon( ) R/Complete System ❑Individual Components Location Address or Lot No. I y D 0 ><I e G ( Owner's Name,Address,and Tel.No. r Assessor's Map/Parcel C I �Gt`Mfi!' t P ai L too 14 A M Lo L.1 Installer's Name,Address,and Tel No. 2q&W' esigner's Name,Address,and Tel.No. 0�1.1.1+e�oft 0_Lt4jr4-vcFtvu SPtOd.cC .0oc)-1 C L 14-f114tr2r ty Type of Building: Il~ t v u pcu- n-A 0 2 G Z Dwelling No.of Bedrooms Lot Size qj sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures R Design Flow(min.required) 'L�L t"J gpd Design flow provided 3 N '1 gpd Plan Date/a II --1 Q Number of sheets 1 Revision Date Title J '4, c r! S`j.#_ Pta t-4 Size of Septic Tank / SV 0 yA 11 Type of S.A.S. LA Description of Soil Nature of Repairs or Alterations(Answer when applicable) jIg5ge4 A 4! � t - J v2 Ili la , �' � ✓ 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 Heal Q L(A/ ed i----- Z 2 gn Date � l Si Application Approved by ' �� Date Application Disapproved by Date for the following reasons - Permit No.a k7 t -a t Date Issued 7 Fee THE COMMC MN*EALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISIO - TO iV�OF BARNSTABLE, MASSACHUSETTS ' . j+1 9ppfitation for Misposall6p5teta Construction Permit Application for a Permit to Construct(-) Repair( ) Upgrade( )�Abandon( ) 0 Complete System ❑Individual Components Location Address or Lot No. 7T V 0 G ,tit p G A 1 Owner's Name,Address,and Tel.No. Assessor's Map/Parcel f 6 q Lf Installer's Name,Address,and Tel.No. designer's Name,Address,and Tel.No. G1444rLC"{ 1tr/ !� yg cr.. � f�Ol.,v( C1:tk.c L, ", r+,•i It�-) w K 4. f,;`v r fl q I r9 ..i r^ ki r,--A Type of Building: t �� /i n v+�c v i l Pr. i YA A 0 2 4 7 '5 k r Dwelling No.of Bedrooms Lot Size y q r f.� sq.ft. Garbage`Grinder(ilk Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) . CJr gpd Design flow provided t'E! gpd j -`--,Plan Date 1 ! E Number of sheets 1 Revision Date Title + Size of Septic Tank i' 5"U G loll Type of S.A.S. � "' ��`� s� 4 f l c I-' t r Description of Soil 1s Nature of Repairs or Alterations(Answer when applicable) t J. �� Date last inspected: , Agreement: r r 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 Healpe Signed ti Date //2 ( � Application Approved by l Date Application Disapproved by ' L # Date 1, r'` `j �AZfor the following reasons ~ y116Al Permit No. (? 15 Date Issued r o THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by 600s� 6 CG D ,V - .- at ,. has been constructed in accordance r,. 1 !'r with the provisions of Title 5 and the for DisposalSystem Construction Permit No. Yated Installer /),�jil9 S ( " �/f r� Designer j yl J� #bedrooms _ Approved desigfi flot0a _gpd The issuance of this permitshall not be construed as a guarantee that the system ill fun t �i ed.Date //� Inspector --------------------------------------------------------------------------------------------------------------------------------------- No. I�( Fee / fir V THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Disposal 6pstem Construction j3Prmit Permission is hereby granted toConstruct N,f) Repair( )/ Upgrade( ) Abandon( ) System located at ��f //��')�� C t✓-e',. 4) 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 must a completed within three years of the date of this permit. Date i"`b Approved by /( r � 1 f /7- 'lee Town of Barnstable Regulatory Services Thomas F.Geiler,Director g MASS. Public blue Health Division 1639. '°p¢unu►�k Thomas McKean,]director 200 Main,Street,Hyannis,BIA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Desi er Certification lFon°nnn Date:. P 17 /e Sewage Permit## aotl�r--a 1 I Assessor's 1M apWarcel Designer:. b 0OA e_&gtrieefn Installer: AJ E Address: "ccr N Address: PD c,� 23SU / 0!4 54kV,_fb� On 7 � l G /Yap d-�t?ssf was issued a permit to install a (date) (installer) septic system at t ! f 0 ri e f � t_ 1✓Gtl! based on a design drawn by / (address) a(a dated tr'(!.✓. �J - signer) ^ 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. 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. �I"OF 41,gs OIL— �o . DANIELA. '6 o OJALA- - - (Installer's Signature) " CIVIL '" No.46502 SS�ONAL (Designer's Signature) V l ( 1 U (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLF, PUBLIC BEALTII IDWISION. CERTIFICATE OF C®M 'LL&NCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE � RECEIVED BY TB]E BARNSTABLIE PUBLIC BCEALTH DIVISION I'fW -K YOU. I Q:Health/Septic/Designer Certification Form M6-04.doc i Biz 31401 P:g343 -33995 rF) ' a?• DEED RESTRICTION WHEREAS, C"� C of 3oq �uC:F-a�•� �a(gy{ner'sname) � • Ce lte MA � e..r� (address) is the owner of �Oe\t4al located (address) at- NIA (hereinafter referred to as and beinq shown on a Nan entitled "Subdivision of Land in SGVrv� (� CCe✓� h61 MA, Property of Co L_~'kI_ ;moo , et al, duly recorded in Barnstable County Registry of Deeds in Plan Book Z2 , Page `3q Or on Land Court Plan Number WHEREAS,PiJ U'(n L. as the owner of said lot has (owner's name) agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title.V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing " -the issuance of a building permit for the construction of a single family home on this property, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document, deedr NOW, THEREFORE, -I- 0-ir" ` m-/1' does hereby place the (owner's name) following restriction on his above-referenced land in accordance with his agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: C1/'c-c may have constructed �(J eel (address) upon the lot a house containing no more than es(2)bedrooms. G Qt�Y'f�M fi C.hri,r�a (F- !� agrees that this shall be permanent deed (owner's name) restriction affecting located on MA, and being shown on the plan recorded in Plan Book 223 , Paged 13f Or on Land Court Plan For title of see the following deed: Book 3111 , Page / Or Land Court Certificate of Title Number Execu d sealed instrument �n day of *, 7 Owner's signature Owner's signature Owner's signature COMMONWEALTH OF MASSACHUSETTS ,ss 20 Then pers ally appeared the above-named known to me to be fhe person who executed the foregoing instrument and acknowledged the same to be free act nd deed, be r>r>le, Notary Public My commission ex ores: labt�\ C� JOSHUA PER (date) Notary Pu COMMONWEALTH OF M deedr My Commissio October 31.127019] BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register TOWN OF BARNSTABLE r1 LOCATION IS I D 0nle qA l Cl R c LQ_ SEWAGE# pc 018 VILLAGE Ce_i-demy a 11.e__. ASSESSOR'S MAP&PARCEL /6 9 c?6 INSTALLER'S NAME&PHONE NO. No fL�-4 l+S f Co N 5,4,1 uC+(-VJ SEPTIC TANK CAPACITY /SO 0 G.,0 1\a y C SoG7 S9 G 7 7L 3 LEACHING FACILITY. (type) S oc-'a A C P A n y en i (size) 025 j �,e /'J• 9 3 NO. OF BEDROOMS OWNER P N 1 Up A MP,0 1}1 PERMIT DATE: 7/0 47/18 COMPLIANCE DATE: l Z �� Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 111 Feet Private Water Supply Well and Leaching Facility(If any wells exist on l site or within 200 feet of leaching facility) AIJ/ 11, Feet Edge of Wetland and Leaching Facility(If an wetlands exist within ,q 300 feet of leaching fac' ty) ✓v Feet FURNISHED BY D a Cf 7c�`P 0 0 AV •o � 3as' 30 r13 3s i VE Tom.of Barnstable P# /gL-:�3-- Deparbarent Of�tegulatory Sez vices G Public Health]Division Date 200 Main Sucet,Hynnpis MA 02601 ? l•YJ Date Scheduled � '/ p• Tuna Fee Pd.� too Soil,Suitability Assessment far 1S e Disposal m Perfored.HY; Witnessed By: �.._ LO CATION.&G I NERA-L INF'OPAIA:TZON L ocation Address �7 Don -r n Owner's Neme L>�Y�(c� J Ir'C:�C nl t(Vtltc• rJ Address ssor's Map/Paroel: (�y 9�g Gj Bag(nctr's Name Q�QpdN GNC Enl�JN CONSTRUCTION _� pggt Telephone# � Land Use: V 7 A G{ Slopes(96) ��" "�C^s Surfato9toaes Dis[anecsfrom: Open WaterBody G.•G $ possible Wet Area ft Driniting Water well ft Drainage Way "�.1 { ft Property Line. _ft Other ft SYNCH:(Street name,dimensions of lot,exact locations of test holes&pare tests,locate wetlands�n pmxlmity to holes) 1 8 parent material{geologic) I6i?vt L:s'i t r�S •-� ^ 4- Depth to Bedrock /.�` Depth'to Groundwater. Standing Water inHole: e,,6 >• Weeping from PltRea Estimated Seasonal High Groundwater DETERM(NATI N]FOR SEASONAL HIGH"WATER TABLE Method Used: Depth Observed standing in ohs.hole: la. Doptlt.to soli maules: Jn, Dcpthtovrcopiugfromsidoofobs.hole:-- _. _ _ln, GroundwaterAdjuNtment_f"t. Index Well# Reading Date: lndox Wellleval AdJ,Pdetor,,,,,..,_„_Acj,Groundwater Leval adon PERCOLATION'MST He,.ry data xitua g Hole# ,r••�^ / Time at 9" Depth of Pete. Y (rt 2Pf Time At 61' Start Pre-soak Time @ 1 tr t 7 ^ {[ Time(9"-611) Bud Prc-soak Rate Mln./Inch ✓!�f i�1 / SiteSuitabl(ItyAsaessment: SitePasscd- -- - -S(y,F'a(Icd: hddiuonal"Testis g l-LViceacd i C/NJ Original: Public Health Divlsiou Observation Hole Data To Be Completed on Back **"`U percolatibu 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:ISEPTICIPBRCPORM.DO C DEEP.OBSERV"ATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Shcl Color Soil. Other Surface(in.) I (USDA) jMnnselq Mottling (SWature,Stoats;Boulders, • Q J� �. o i t .1L 46'Cravcl) ---------------- DMIT OBSERVATION HOLE LOG Hole# Depth from Sall Horizan Sell Texture SollColor Sall Other Surface(in.) (USDA) (Munsoll) Mottling (Structure,Statics,Boulders. an I cnGravel) G : �0 DEEP OBSERVATION HOLE LOG Hole##. Depth from So1lHorimn Soil Texture Sol]Color Soil Other Surface(In.) (USDA) (Munsoll) Mottling (Structure,Stoncs,Boulders. Co 1 to 0 e z- y.� (�1-r DEEP OBSERVATION HOLE LOG Hole 4f Depth from Sall Harizon Sail Texture Sall Color 5011 Other Surface(In.) (USDA) (Munsoll) Mottling (Struclura,S(ones',Boulders. Cos ten z?- 3 115 lXl`1 ' Flood Insurance Rate Map: Above 500 year floodboundary No_�/ Yes 'within500,year boundary No!`y Yes;,:- ' Within l0oyear flood boundary No.? Yds,_ Depth of NaturallV Occurring Pervious Material Does at least four feet of nafurally occurring perv�qus miterial exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of haturally occurring pervious materiall Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . 'the required training,expertise and experience described in�10 CMR 15.017. Signature ( r' Datb Q:IS,EPTIaPERCPORM.DOC ...........-"- —... __ _----- --- — -... _.... .--—..._ _.... ._ NOTES: 23� 164r 16a 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS Z • i B 8 DIMENSIONS IN THE FIELD A3 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, u M DETAILS,&FINISHES IN THE FIELD WITH OWNER L"J Q((D 04 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT o'DC ^- FIRST FLOOR TO BE 6'-11"ABOVE SUBFLOOR >-of 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS Q LU o3 STATE BUILDING CODE;9TH EDITION AMENDEMENT&IRC2015 coF-� ^ DECK 5.) 110 MPH EXPOSURE B WIND ZONE W N ap'DO § 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, W d oc:) I OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING H m W 12'-0 e•a' 1V6 IL 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD 0 c7 Q= 8.) SEE CERTIFIED PLOT PLAN FOR ALL EXISTING&PROPOSED DETAILS V d A 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF A3 ALL SIMPSON COMPONENTS ANDERSEN ANDERSE ANDERSEN 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS FWG606&L C235 TW2432 �- VERIFY 3000 PSI O_ -J SINK 11.)VERIFIF Y ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE �uI FOR. DURING FRAMING CONSTRUCTION O o :°" 1 ROOM \ 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE RANGE 0 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED KITCHEN I ' LIN. INING VERIF KITCHEN I CAB. 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY LAYOUTW/OWNER) I O: BATH#1 EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION ANDERSEN 4 I m � Tm442 - INSTALLER/CONTRACTOR. 15.)ALL HEADERS TO BE 3-2 x 8's UNLESS OTHERWISE NOTED ------- RE BIFOLD W § ANDERSEN IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS w Twz44z za-=sa^ - - -. .. FIRE RATED D CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION R 16d 12 -Bq 2'-4- 4'-1' 3'- 6-2" I TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION 8 FENESTRATION REQUIREMENTS) GARAGE EMS 6 J ---- ON.� 6 4 4 om•n u 4-114'x 16'LVL BEAM gENo, o.S Acioa �vnLue mvs�aEs 30vnLUE pSnoLUE po to rr.0[Eal pSnoLW CLOS. b N NOTES: OO 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. 2.15119 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR N LIVING I ry OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL 1 1 1 6'0"x 68" 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS GAS I 51FOLD 4 13R MEAN VR53ONTI10N US INSULATED SHEATHING ON THE WALLEXTERIOR L hl F.P. .�, A- 1 z ANDERSEN 160"x TO'O.H.DOOR § I C OS.m BEDROOM#1 A2e1-2 vui 6 I I //�� /J/I IU APRON Eq I I/'��� �����!�` /YI�D � ` W ry ATND W ERS 24M EN m UP `•/ 1 1 1 �.cLOIs. a U U .se z A ANDERSEN ANDERSEN ANDERSEN ANDERSEN A3 TW2446 TW2449 TW2446 TW2446 Y-15 3 LLJ 0 ( 3A' 16-0" 3'V 4'-0 74T T-0 7-0" T-0 4'fP 36-0' ::) W (SHED DORMER) 1..f 22'U- 361 O W 64T 2'9' 9S 41T 2'-9' 6-0' �f FIRST FLOOR PLAN A8 8 ANDERSEN O O ANDERSEN ANDERS N TW2432 NDERSEN ANDERSEN Q QS SMOKE DETECTOR wz4as T.R TEMPERED 446 TW2446 Q CARBON MONOXIDE DETECTOR W ®HEAT DETECTOR s•uB/ Lo sHwR. BATH r NAILING SCHEDULE F 110 MPH EXPOSURE B WIND ZONE § AccEss m O o w JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING RA"L a of y G io a z n <=wo w v wGOzz�r No:o: ~r 7— ---__— W?aG U=z OG==O� ROOF FRAMING + BLOCKING TO RAFTER(TOE NAILED) 2-Bd 2-10tl EACH END RIM BOARD TO RAFTER END NAILED 2-16d 31Ed EACH END L N. h LLOwaiir� �O��F UNFINISHED _ �QQo�"= °w WALL FRAMING: ANDERSEN ,�,., O o i'O¢'z o TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS § TW2442 a STO�FtAGE� r N O m w LL'..0w w'ow U05 i STUD TO STUD(FACE NAILED) 2-16tl 2-16d 24"o.c. =Nii NZOi waHo:"'s HEADER TO HEADER(FACE NAILED) 16d 16tl 16'o.c.ALONG EDGES r((`�j4YAfl( 16'd 12" 3'J 12" 2-3" 13'-e" F O y o M�Q 6i¢iFrc FLOOR FRAMING: 2W'x 68" I-r © © 2'6"x66' ANDERSEN JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4Bd 4-10d PER JOIST L w DN. T1A t446 f7 0 m °wjo w wm 1�wn1 wUOo BLOCKNGTJOISTS TOE NAILED) 2-Bd 2.1 Od EACH END GAMEROOM 2.0"x6 BEDROOM -------------------- BLO O P �16 ai ow wrcow tiw a•_ wm LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST ACL FUG—U OFOF uaa JOIST ON LEDGER TO BEAM(TOE NAILED) 38d 3-1Od PER JOIST PANELSS LOS. AND JOIST TO JOIST(END NAILED) 316E 4-16d PER JOIST N BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 316tl PER FOOT ROOF SHEATHING: - 21 1. SCALE : WOOD STRUCTURAL PANELS(PLYWOOD) 1/Y^11 1 1_ON RAFTERS OR TRUSSES SPACED UP TO 16"o.c. Stl 10tl 6'EDGEM"FIELD n RAFTERS OR TRUSSES SPACED OVER 16'o.c. 81 t0d 4"EDGEW FIELD ' GABLE ENO WALL RAKE OR RAKE TRUSS W/0 OVERHANG 8d 10d 6'EDGE/6"FIELD GABLE END WALL RAKE OR RAKE TRUSS Bd t0d 6"EDGE/6 FIELD W/STRUCTURAL OUTLOOKERB DATE GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS ad 10d 4"EDGE/4"FIELD PANELS PANELS 6/5/2018 CEILING SHEATHING: GYPSUM WALLBOARD 51 -- 7"EDGE/1O"FIELD A WALL SHEATHING: AB STUDS SPACED UP TO 24"o.c. Bd 10d IT EDGE/12"FIELD § DRAWING NO. 1/2'&25132"FIBERBOARD PANELS 8d — 3"EDGE6'FIELD 12"GYPSUM WALLBOARD Ed — T'EDGE/10"FIELD J. FLOOR SHEATHING: SECOND FLOOR PLAN Al WOOD STRUCTURAL PANELS(PLYWOOD) B 1'OR LESS THICKNHICKN ESS 80 10tl 6'EDGE/12"FIELD - A6 GREATER THAN 1"THICKNESS 10d 1Ed 6'EDGE16'FIELD -22'4T 36-0" A.' _1 T �s ® go 5;P10 Dm� m ° m a r � � m ®® D n O F � 1-.1 L-Ll....I OEH z m ®® m ®® n i p 9m �n z o o ❑ o; p� oo❑ _ 10 DD OD ®® O yy 2IT 2 w � 90a ^8s ®® 3 000 AF o= F� aom p ova so "N p N p� y S'-1 tl8" TA 12" (92 SIT STUDS) (88•STUDS) Ty b Imo b 1p0 Is� s 2p 2 m m a� m - FBI D m —� r p < Z �� m o >m OR s to o= pN g L1 D' ;m m N po >� 20 �N u " s-1 vs r�1n" (92 B/TSTUDS) (85"STUDS) THE DESIGNER SHALL BE NOTIFIED IF ANY NEW HOUSE FOR: //n� THESEDRAWINSSRIORT START F 8Qoo COTUIT BAY DESIGN, LLC 0 ' V! CONSTRUCTION. THEB BUILDING STCONTR WILL BE UCTION.THE BOOR THE CONTRACTOR 1, WILL BE RESPONSIBLE FOR THE CONTENT 43 BREWSTER ROAD S N D INTHESE DRAWINGS IFCONSTRUCTION MASHPEE,MA. 02649 COMMENCES ANY ERR RS ORINGTHE H A R R O N RESIDENCE PH.(508)274-1166 Z 0 m II 1rT COMMENCESDESIGNER ITHOUTORSORNG TH ONS. FAX 8 1 I 1 THESE DRAWINGS ARE SOLELY FOR THE USE FAX(50 )539-9402 00 OF THE OWNER NOTED.ANY OTHER USE OF Q C THESE DRAWINGSCONSENrOF THE DESIGNRSUTHENDERTIEEN 154 DONEGAL CIRCLE CENTERVILLE, MA ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 199G. 22'-0" 6.12' FROM END OF PLATE N x y O z ———————————————————————— y — /n (,7 MIN. m=" 1 r---------------------1 I , p I m -- --------A--- I I I m D o° N Z ^ l J4- 1 I �7�• G) I I I Ilia PDX $° I 0.nz III° PE G) .0 I I m ;a 1 11 , ;� m I aF 0 a I W 'O� ° N 1 11p� S� viom- m i o I O ' oHmn 4 Io" o iy�ooX I i�onP I r m II -K'g'h 1 I am>g ypN r II °oy�-c w D msaa m I I I nin g I I &;�o mgm D ,y Np I �N " m� i° I 12'4T 980 nv FROM FR ----------- �o a o c N I m i it'-0' T ZoH ROM END z ,q — y OF PLATE a y I / � N Dp I D I I I T'MIN. n m p' C D ----------- - z I I I ' y 6 z I Y� D � � L2-o.c. i D w m I / g I � q ' o4m z f7 f7 I I 0 D c 8m (n �o r 0 v MIN) 3-13/d nK4 g5 b Z Z I D 1. I I I I 11441— I 12'0 .� 4 g I I IIIIIII r v = O'o I ^^ N 0 jZ I I 1I TN'.91/4"LVL I 10. G) r r I OFF y 910 m P. V I I DOUBLE I i o m 0 r D /� I J65D I I �7 0 � y z m° °� L————— 4 sw m I m --- ---- I oa m I —� y D _�mZ°1o] _ I I Na z.N DOUBLE i �°, �°ylPON � m oy S;Z n x ~ D Yms� Nf I r Z—R.00 0"mm I I ym°3 I I 3 v A2� P2 °eOu� oz u nrloROm '-P 00 I ----------------------- ———— I 9 O z° ------ —Z�----90 -------- Oy u 'na ------ y0 NAO x x 3Jm5 Q z+D Z� m �100 03 Dn� z po 89 so ° 2B'-0" �m Ov p Tm.Z �8 �' ° N� 9D L OZ D w W Fy z7 Dm 5° 7 °_� g-4 yC 51 10i 00 (nr _K r Z <na v y aiIX��r G) 'z O<Amz o OZ CA Go) n G)>m o °zo m DDm Ii cnc m-N y y Z O Z OZ O gIS yG OZ "m z V m ,?) Q� cn �° o oo 0°a @ m m= moo z�4 m z c) ° p O zli'slil cl y m Dmao y m �a o' N 8 8 D o m� o m�mn mH 0 �n0 a S °� 08 > N>°off pg S gey9N® �9m a: m v mo`� mo�m�m A <� < 3Fy n�on5�o 0 5.. m9so P ma mH;"'Rm a�w� o < iim8�>z.L1 me .0E- �8 . �o (� ni'- nN-=n $m3�8� D 9pmri pDD_ me>� P O Nye°a vm r `?may m�°=gym �o°yNw r mm >na��A�g9 az 9y Fg-ogp pcl0sn C) R� aP$p�p �p i10 0 °-0' 0 I�r m0 mo NOrO Z O m O i nAAm m0(� n O Ima Oz).Oo ~= NyA O Z m I O n N � �O O ° O, 0° 0p cn v >x zm a m S m m n P o Ipn A$ `-yT ..0 r411rz•' MIN.) a 0 !76-1 w T-6 1R" m (92 SIB"STU0.5) (66•STUDS) THE DESIGNER OMISSIONS SHALL SE NOTIFIED IF ANV NEW HOUSE F O R '^ THESEOUA PRIORT START OF ON 8 Q� COTUIT BAY DESIGN, LLC W \ (n THESE DRAWING THE BUILDING TO STCONTR (� CONSTRRES ONSIBLE FOR CONTRACTOR 43 BREWSTER ROAD `• WILL BE RESPONSIBLE FOfl THE CONTENT N - D IN THESE DRAWINGS IF CONSTRUCTION MASHPEE,MA. 02649 COMMENCES WITHOUT NOTIFYING THE HA R R O N RESIDENCE Z 0 II 1rT 0 MEEROFANYERRORSOROMISSIONS. PH.(SOH)274-1166 1 I I THESE DRAWINGS ARE SOLELY FOR THE USE FAX(508)539-9402 OD OF THE OWNER NOTED.ANY OTHER USE OF Qz THESE OR NGS CONSENT OF THE DESIGNRSUTHE NDERTIEEN 154 DONEGAL CIRCLE CENTERVILLE, MA ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. LEGEND SYSTEM DESIGN: ` NOTES r —99— EXISTING CONTOUR 1.DATUM IS NAW B6 —GARBAGE DISPOSER IS NOT ALLOWED E x 99.1 EXIST.SPOT ELEV. 2.MUNICIPAL WATER IS E?lI5II8D PROPOSED 2 BEDROOM DWELLING SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE 3.MINIMUM PIPE PITCH TO BE 1/8•PER FOOT. �A 1 —[99}-- PROPOSED CONTOUR MARKED WITH MAGNETIC TAPE OR PROVIDE MIN.20'DWA.wATEFMI ( COMPARABLE MEANS FOR FUTURE LOCATION. g DESIGN FLOW: 2 BEDROOMS®110 GPD = 220 GPD NOT 10 SCALE) 4.DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS �Oj' Lays 08.41 PROPOSED SPOT EL OF USE A 220 GPD DESIGN FLOW COVER ACCESS COVERS TO WITHIN 6'OF FIN.GRADE 2'PFASTONE OR GEOTE)M CONCRETE COVERS TO WITHIN 3'GRADE TO BE AASHO H-19, TH1 FILTER FABRIC OVER STONE S.PIPE JOINTS TO BE MADE WATERTIGHT. SEPTIC TANK: 220 GPD (2)= 440 u TEST HOLE MINIMUM.75' GVER PRECAST 2S SLOPE REQUIRED OVER SYSTEM 47.E 6.CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH ` ye 2�� SLOPE OF GROUND NOTE:2' R WALL BLOCKS OR 310 CYR 15.000(TITLE SJ § Rplle USE A 1500 GAL. SEPTIC TANK I—) THICKNESS REQUIRED 'Q° UTILITY MILE Y4 a'e5CH40 PVC MONTAR� PRECAST RISERS 7.BE USED PLAN IS FOR E STAKING WORK ONLY AND NOT TO a(e 78 LEACHING - a•nN SwP PIPES LEVEL 15f 2' 4' COOUPON S F. 4' PURPOSE FOR LOT ONE STAKING OR ANY OTHER v ARE HYDRANT ENDS IWS SIDES SIDES: 2(25+ 12.03) 2(.74)= 112 GPD 1a•MN.wr ) _ Nine—AU.9YIBM9 ART APPEAR N ORAAxN 445.2' °• 14• BOTTOM 25 x 12.83(.74)=.237 GPD 44.58' TEE aEvn ua 1° >EE 44.33' 8.PIPE FOR SEPTIC SYSTEM TO SDI.40-4•PVC, c q� 4•U.LML cAs ALL.: WATERTESf O'BOX 9.COMPONENTS NOT TO BE BACKFIWD7 OR CONCEALED p` ` Rood TOTAL: 472 S.F. 349 GPD AaE On a— vo�o�.�e�ee• TOTE IEVELNEn '���� WITHOUT INSPECTION BY BOARD OF HEALTH AND y y 44.27' PERMISSION OBTAINED FROM BOARD OF HEALTH. Bumps p' °A USE(2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) I °"°°° "°°° 10.CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING WITH 4' STONE ALL AROUND ',' .--=- •' °"° °°'°A 3/4'-1-1/2•DOUBLE WASHED STONE 4'MIN. H-10 500 GAL LEACHING CHAMBER BY ACME PRECAST OR EQUAL DIGSAFE(1-BBB-344-7233)AND VERIFYING THE °° ° ALL AROUND PRECAST STRUC URES (2)UNITS REQUIRED LOCATE TO OF ALL UNDERGROUND ND K OVERHEAD UTILITIES LOCUS MAP .°°„eee°e.° PRIO NT -THE INSTALLER SHALL VERIFY THE L 8°CRUSHED STONE OR MECHANICAL ALL DIMENSIONS TO OUTSIDE OF STONE:25.00'X 12.8E LOCATIONS W ALL UTILITIES AND ALL COMPACTION.(15.221[21) IT.ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1•=2000'f BUILDING SEWER OUTLETS AND REMOVED BENEATH AND 5'AROUND THE PROPOSED ASSESSORS MAP 169 PARCEL 86 ELEVATIONS PRIOR TO INSTALLING ANY LEACHING FACILITY. MA PORTION OF SEPTIC SYSTEM APPROVED DATE BOARD OF HEALTH .. 2 8 37.0'BOTTOM TH-I 2 BEDROOM DEED RESTRICTION REQUIRED aN SLOPE) f 2 x SLOPE) (�■SLOPE) NO GROUNDWATER FOUND FOUNDATION— 22' —SEPTIC TANK— 3• D' BOX 12' LEACHING FACILITY ZONING SUMMARY ZONING DISTRICT: RC DISTRICT MIN. LOT SIZE 87,120 S.F. MIN. LOT FRONTAGE 20' MIN. LOT WIDTH 100' MIN. FRONT SETBACK 20' 1 s MIN. SIDE SETBACK 10' BENCHMARK: MIN. REAR SETBACK 10. CEMENT BOUND MAX. BUILDING HEIGHT 30, =47.4'NAVD88 SS6• � SITE IS LOCATED WITHIN THE RESOURCE PROTECTION OVERLAY DISTRICT / OO TEST HOLE LOGS ��\ S, 04�cl T PROTECTION OVERLAY SITE IS LOCATED IDISTRICN THE WELLHEAD ENGINEER:CRAIG J. FERRARI, SE #13871 v`TC. \/ /-- i \\ q6 O ♦ ^T�^� SITE IS LOCATED WITHIN ESTUARINE WITNESS: DONALD DESMARAIS IRS L l�1 L. THREE WATERSHEDS RUSHY MARSH, AND AY, ti ryg. tl CENTERVILLE RIVER. DATE: 1/8/18 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS P# 15577 10 y I \ O \ T—I ELEV. ELEV. Q 4 48.5' -9 4 48.5• 000 \ A A l5 LS ;� n 10YR 2/2 _ tOYR 2/2 N 9• B 9 B 50 \ TIH1 LS LS / A5 27• 10YR 5/6 46.3' 24• 1OYR 5/6 46.5' I A), Le PROPOSED C C DWELLING PEac a TOF= 48.8 �m \ q6 n M/CS M/CS 10YR 7/4 10YR 7/4 U 120• 38.5' 120• 38.5' NO GROUNDWATER ENCOUNTERED 2 \ v / ,t9 � � TITLE 5 SITE PLAN ELEV. ELEV, OF LS 5 LOT 69 299453 S.F. j #154 DONEGAL CIRCLE 1 OYR 2/2 10YR 2/2 - / - CENTERVILLE, -MA 12' 12' i n B B j LS LS j PREPARED FOR 36• 1OYR 5/6 45• 30• 10YR 5/6 45.5' \ j PHILIP HARRON D C / i � / / E�EGj1i1G EM 51x96��^W C go PERc m A M� DATE: JAN. 24, 2018 M/CS M/CS C�7 ��� ,0 10 20 30 40 50 FEET 1 OYR 7/4 IOYR 7/4 508-362-4541 fax 508-362-9880�.off dow0oaexom 132' 1 37' 132' 1 37• (IOWn cape civil engineers land surveyors NO GROUNDWATER ENCOUNTERED � 939 Main Street (R[e 6A) akA� DATE DICE #17-488 DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 17-488 -- -- ------ - -- ---- - NOTES LEGEND SYSTEM DESIGIN: 1° DATUM IS NAVD : 8 e �� � �- 99 - EXISTING CONTOUR GARBAGE DISPOSER IS NOT ALLOWED 2. MUNICIPAL WATER IS EXISTING ' X EXIST. SPOT ELEV. 2 COMPONENTS SHALL BE 3. MINIMUM PIPE PITCH TO BE 1 8" PER FOOT. - 99 - PROPOSED CONTOUR PROPOSED 2 BEDROOM DWELLING SYSTEM PROFILE ALL SYSTEM MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. o � DESIGN FLOW: 2 BEDROOMS 110 GPD = 220 GPD PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS Goa a o �98•4] PROPOSED SPOT EL ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE TO BE AASHO H-]Q ��� Locus . USE A 220 GPD DESIGN FLOW 2" PEASTONE OR GEOTEXTILE TH1 TOP FOUND. EL. 4e.8 FILTER FABRIC OVER STONE 5. PIPE JOINTS TO-.BE MADE WATERTIGHT. TEST HOLE SEPTIC TANK: 220 GPD 2 = 440 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 47.5 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 2 SLOPE OF GROUND Route USE A 1500 GAL. SEPTIC TANK NOTE: 2" MIN. WALL 310 CMR 15.000;,,(TITLE 5.) ZS PRECAST H-10 THICKNESS REQUIRED BLOCKS OR RISERS (TYP.) PRECAST RISERS 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO Route 28 2'0 4"OSCH40 PVC MORTAR ALL UTILITY POLE PIPES LEVEL 1ST 2' COMPONENTS H-10 BE USED FOR LOT LINE STAKING OR ANY OTHER LEACHING: �" MIN. SUMP �4' INV'S EL. 44.0 4' PURPOSE. Zyrl FIRE HYDRANT SIDES: 2 25 + 12.83) 2 (.74) = 112 GPD 12" MIN. INT. DIM. ENDS (nP') SIDES 44.83' �k ' a°^ ° s^=s°^v' ( 45.2 10- 14" °°°°°°° ;00000000° 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING ' ' TEE 1500 GAL H-10 TEE ®®®® ®®®® Lm ® -®�®� 0000000 BOTTOM 25 x 12.83 (.74) = 237 GPD 44.58 SEPTIC TANK 44.33 _ ° ° ° ®®®®®®®®��� ®�®�®®®® o 0 0 o> o 0 0 0 0 0 007 > o 0 0 0°°° °°°°°°° WATERTEST D'BOX o :°o°o°o°0 0 ° 0 ° 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED 4' LIQ. LEVEL °o°o°o°o°oo, °0000000 ®�®000®®®®Q ®®®®®®00 ,°o°o°°°o c° Road ACME OR EQUAL GAS BAFFLE ::: �_°0000 0 0_ FOR LEVELNESS N 100000000 ®®®®®®��®®® ��®®®®�� ;00000000 WITHOUT. INSPECTION BY BOARD OF HEALTH AND y t TOTAL 472 S.F. 349 GPD 44.27' 44.10' °°°°°°°° °°°°°°°° PERMISSION CiBTAINEJD FROM BOARD OF HEALTH. Rye y >°O°D°O°O 00000000 42.D' gumP USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL """ "' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O�'� . o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. DIGSAFE-.(1-888 344-7233) AND VERIFYING THE WITH 4' STONE ALL AROUND ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ,,o°o°o°ono°o„o,,o,,o°o°°°0°000�,0�000„0„0„000°°. 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED LOCATION OF ALL::UNDERGROUND & OVERHEAD UTILITIES LOCUS MAP *THE INSTALLER SHALL VERIFY THE f _...___ 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00, X 12.83' PRIOR TO COMMENCEMENT OF WORK. LOCATIONS OF ALL UTILITIES AND ALL COMPACTION. (15.221 [2]) 0 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1"=2000't BUILDING SEWER OUTLETS AND REMOVED BENEATH AND 5' AROUND THE PROPOSED ASSESSORS MAP 169 PARCEL 86 ELEVATIONS PRIOR TO INSTALLING ANY LEACHING FACILITY. NA PORTION OF SEPTIC SYSTEM APPROVED DATE BOARD OF HEALTH 2 5 2 37.0' BorroM TH-1 SITE IS WITHIN A ZONE II ( % SLOPE) ( % SLOPE) ( 1 % SLOPE) NO GROUNDWATER FOUND 2 BEDROOM DEED RESTRICTION REQUIRED 22' SEPTIC TANK 3' D' BOX 1 2' LEACHING FOUNDATION FACILITY ZONING SUMMARY ZONING DISTRICT: RC DISTRICT MIN. LOT SIZE 87,120 S.F. MIN. LOT FRONTAGE 20' MIN. LOT WIDTH 100' MIN. FRONT SETBACK 20' I� Rs MIN. SIDE SETBACK 10' MIN. REAR SETBACK 10, BENCHMARK: g� , CEMENT BOUND MAX. BUILDING HEIGHT 30 =47.4' NAVD88 SSB, SITE IS LOCATED WITHIN THE RESOURCE PROTECTION OVERLAY DISTRICT �/ �/ �6 O�T � � LOCATEDSITE IS WITHIN THE WELLHEAD TEST HOLE LOGS _ � V�' PROTECTION OVERLAY GRAVEL ,� ENGINEER: CRAIG J. FERRARI, SE #13871 DRIVE 4g SITE IS LOCATED WITHIN ESTUARINE raj WATERSHEDS FOR POPPONESSET BAY, THREE BAYS, RUSHY MARSH, AND WITNESS: DONALD DESMARAIS RS 1` �C �O CENTERVILLE RIVER DATE: 1/8/18 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS p# 15577 o^ 100% RESERVE 0 ELEV. ELEV. Ott 4 48.5' 0» 48.5' 000 - 8 O A A 6 ao 3 N LS LS 10YR 2/2 10YR 2/2 N 9>, got TH1 B B �6 LS LS �5 TH2 27„ 10YR 5/6 24„ 10YR' 5/6 46.5' 46.3 'PROPOSED DECK DWELLING C C TOF = 48.8 00 co PERC 6 O M/CS M/CS / h� 4 / 10YR 7/4 10YR 7/4 k� / / PA D DRIV / / 120" 38.5' 120" 38.5' TITLE 5 SITE PLAN NO GROUNDWATER ENCOUNTERED 2 � Q � � OF ELEV. ELEV. �'�,, rn_ 154 DONEGAL CIRCLE ,4 48' 4 48' W - � � � LOT 69 A A 29,945f S.F. j / �_ LS LS CEN'TEPRWILLE, MA 10YR 2/2 10YR 2/2 / 12" 12" / / / C) PREPARED FOR B B LS LS P H I L I P H A R R ON 1 OYR 5/6 1OYR 5/6 36" 45 30" 45.5' \C •2 SN OFM / �EG�R S12 300, O A� o`'�DAN!ELA.9cyG DANIEL ti�� DATE: JAN. 25, 2018 OJALA A, , / g REV.. JUNE 14, 2018 (2 CAR GARAGE) CIVIL C C / No.46502 a N00 g PERC Scale: 1"= 20' / I SS�O N A L EN �PIp S U R-, -�" M/CS M/CS �- / / (� � � " r 0 10 20 30 40 50 FEET 1OYR 7/4 1OYR 7/4 0 o`' DAIIEL Gs DOJAL4 1 '& off 508-362-4541 OJII_A " CIVIL fax 508-362-9880 e •,. �Na 4650�0 I downcope.com l No.�UJ80� � „ 0, D q ape '��6ss o ST F ,° down cape engineering, inc. 132 37 132 37 NO GROUNDWATER ENCOUNTERED Civil engineers 6 I land surveyors �� � �- 939 Main Street ( R to 6A) DATE DANIEL A. OAA, P.E., P.L.S. YARMOUTHPORT MA 02675 DCE # > 7-488 17-488