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HomeMy WebLinkAbout0173 HORSESHOE LANE - Health 1 , 3 Horseshoe Lane Centerville A= 207 — 123 i 'S M E:A D® No. 53LOR UPC 12543 amead.com - Made In USIA . No. . `�!i� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Z1ppY%cation for �Bigoe;al �&pgtem Con0truction Permit Application for a Permit to Construct( Repair(y Upgrade( Abandon( ❑.Complete System ❑Individual Components Location Address or Lot No. 11 3 lac V)",e L o i e Owner's Name,Address,and Tel.No. 51154.7 Le.,w,i S 173 AeeS4et L4k4- Assessor's Map/Parcel Installer's Name,Address,and Tel.No.CjQ'0�t� t� �i)fs Designer's Name,Address and Tel.No. T.C• r IktU G f 6 5%rx 7 Z85y 614.14urY hitwy, C. 4 C•Wore 4Al M4 oLf g Type of Building: Dwelling No.of Bedrooms Lot Size 114 26 Q r sq.ft. Garbage Grinder ( ) Other Type of Building c No.of Persons Z Showers( ) Cafeteria( ) Other Fixtures i Design Flow(min.required) ?j 3d gpd Design flow provided 33 (- J gpd Plan Date 3 — ),-'L*61 Number of sheets Revision Date Title I'1 'S L 6 t-C Size of Septic Tank I!rbD !G W, Type of S.A.S. 2 5 ,00 Description of Soil Cee _ j2 144ti G lQ i -AJ. S A-u— Nature of Repairs or Alterations(Answer when applicable) NLLt� Z 5 00 SAL -1y. D 6 —no Date last inspected: �0 7 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 ealth. igne Date 3 "/ 3 ' Application Approved Date C3 /,3 c $ Application Disapproved by: Date for the following reasons Permit No. Date Issued .( / �.-�-�--'"4 r..ra.�R..�"Jx -.�n� r.v�l..'�.�r.y.�J..I.rf'n.r�PV��..aN..,�^�.kv.+iM-4'.'+�". M• .h.ti'1R`rt a...':wwl.,.,..r.i"aV"�. Te '�"r�w..�� lar. "b......r^.+. ` .y-.n.... .• , . No. . `✓!V �". Fee r Thl,E OMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION, - TOWN OF BARNSTABLE, MASSACF SETTS Yes Rpplication for Mi.5poga1,6pgtem Cotte;truction Permit -+ Application for a Permit to Construct O Repair(yy) Upgrade O Abandon O ❑Complete System ❑Individual Components y_ y Location Address or Lot No. 1'1 3 Flu y(, ( t Owner's Name,Address,and Tel.No. ,✓;._t n (. S Assessor's Map/Parcel '2 o? Z C - e, (I Installer's Name,Address,and Tel.No.L,tl o e"" Designer's Name,Address and Tel No. T. s . c✓�✓Pu,1,0 /04 oz�j� Type of Building: /1 2��Dwelling No.of Bedrooms � Lot Size � � sq.ft. Garbage Grinder ( ) Other Type of Building 0'„ I,- No.of Persons 2-- Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �j �jfJ gpd Design flow provided I gpd $ Plan Date 3 — I)- Number'of sheets Revision Date Title Size of Septic Tank I l0 (A(_ Type of S.A.S. U i Description of Soil �o� D(411A C � C u Nature of Repairs or Alterations(Answer when applicable) TOO O Date last inspected: 3 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. rgned Date �) • 2 o Application Approved y d. Date G i Application Disapproved by: ,_. Date for the following reasons it z °. Permit No. (� `T lJ Date Issued 7— ——————— ————————————————————- —.———————— ——-- 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 1,(Le- 4� ®r, ) e I at 6..2! A [p,,,; ✓,,, has been constructed in accordance p� with the provisions of Title 5 and the for Disposal System Construction Permit No. JQQX —0 dated Installer CA >' Designer J ( , #bedrooms Approved design flow gpd The issuance of this permit shall not be c nstr e a ar. ritee that the system wi u tion as designed. Date �/� /� e Inspector No. co l� l� Fee / THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS 1=i5po,gal *p6tem Con!tructtott Permit Permission is hereby granted to Construct ( ) Repair (VJ Upgrade ( ) Abandon ( ) System located at 1 -7 3 r-6 e s 6 a,,,e _��n.r 1 t (f✓ k 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 mu t be co pleted within three years of the date of this �erm Date Approvedd I I i g -� i. own of uarl stable ; Regulatory S'ervi`ces +' . "Thomas S F.Garler,)E�irector' Public health Division , it 'Thomas McKean;Director' f Q 0 1 20 Main Street 1 ,�yanrii;s,�A o2�ai ' !" 0fricf'; 408-862.4644 fax: 508-790 F304{ Installer & Desiener Certi c` ion Farris j jo— pr j 1?c ri �r r: C r7 cri¢ex�n`C �T'n � a [ �1 k, �4 Installer�i. ape;-��- --C�'-�'f��, iy f Addr'esi: u2ii C�r�n c_c H`u ! Address;; ' �; 13z'x � 62, 1 Un.. 3 nv�lef k i was issued a p; rnit to install a +(date) (snstallr ' �a septic system at _ �. _00Cc Ie,.Sai iL i L crvn is tyased on a design drawn by I '�'Cm ,� �rie.ftc'ic' l",�C . datedar��` 1`2 �� i tag,. .' ---- ..�.� I certify theft the septic systt'~m referenced above *as'installed substantially according icy the design, which may rnclude mrrior approved;changes such a� lateral relocation of the distrflbi-tion bole and/or septic tank, ! f i i f I ` I ccrtify that the,� septic system ref'erericecl .above.:was installed !with major changes (i.e. greatermthalti-ld lateral relocatipnlof the SAS or'any vertical ielocatiun of an Cornponetri of the septi6 systern);but in�accordance with talc Bc Localf R"09tilations. Plan revision or l certified aswbui'lt by designer to,follow ; { i i aller.'s Si attire JR ; f k x . ! (Designer's 3' ature) (A ID851 s tamp ' Here) ei ; 1 F E I I 1 LE FUB AL'T N ON. C FICA 1 OF Co .I El WILL NOT BE I-S—SUED BUILT (' RECEIVED BY T H E s !AB H bTVISiO'V. ' �Y , �Iea]tfi/Septic/i)esii;n r Ccrtificlursn Forni i� 1 0 -d ' J1920 2LZ 80S ( ON I833N'I N30J' . Wd 6 i : i 0 800Z—T 0-21ciki ' TOWN OF BARNSTABLE LOCATION i 7 3 kAuTS-e 51cse Can,- SEWAGE# 20108-OckO VILLAGE Ce►'� �2 r�+ �Uc ASSESSOR'S MAP&PARCEL Z-o'1 — INSTALLERS NAME&PHONE NO. eaae w+cd.Q C"e f 0 ft%_4 y Z 8 '(10 28 SEPTIC TANK CAPACITY IS-O U hE /Q LEACHING FACILITY:(type) _( �SoO C C �¢ ZCJ (size) 12 X 2�— NO.OF BEDROOMS .3 I OWNER cLNo--Q- 13 s S '3- ` -Zug PERMIT DATE: 2002- O?O COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility �! Feet Private Water Supply Well and Leaching Facility(If any wells exist . on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY C►,germ l Un4-er pre g.e,S LL( AI 38.S p3 51. q Air cam•® P(S e� b > $Z 32.2 z f33 5z.5 184 s 5 3 gS SSA 4ax�? vo 6q.9 r TOWN OF BARNSTABLE LOCATION.�� T�2S3b� (.`q _SEWAGE # S VILLAGE C C—:-N("TCavI`L- ASSESSOR'S MAP & LOT-20"I 1 INSTALLER'S NAME & PHONE NO. 1 :SEPTIC TANK.CAPACITY LEACHING FACILITY:(type) NO. OF BEDROOMS 2 PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED VARIANCE GRANTED:. Yes No Y1J�i�tr� 8 E a � „C . 12 `� ,L� �o �'� t.a._ Town of Barnstable P# Department of Regulatory Services RAMSUBM : Public Health Division Date 200 Main Street,Hyannis MA 02601 dikel"o Date Scheduled ime Fee Pd. —J(% Soil Suitability Assessment for Sewage Disposal Performed By: 11 Ib(1a ?i tM eat ted , C-1 T, C€& Witnessed By: N 1'o tan d i LOCATION & GENERAL INFORMATION Location Address Owner's Name &fit, S��,Q L l'73 //oresf�ae L�n�. `� e t.4S0 Address 1'1 /F�r�3te®tom Assessor's Map/Parcel: 'Z 077/1 23 Engineer's Name S,C. �h�lkgsrn(n NEW CONSTRUCTION REPAIR `' Telephone# rn-3-7 3 Land Use Stm5te_ fGSt Slopes(4b) Z- 10'` Surface Stones Distances from: Open Water Body >r C 0 ft Possible Wet Area 7/°—Oft Drinking Water Well N1 ft Drainage Way 7 J 6 0 ft Property line > I A ft Other _ ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) See, el.-n voy 5G Go5i-oee-rtwl , C(ic clalec 3-0 CM r— =. 0 cU �— r- ry. . M Parent material(geologic) aJt`` � Depth to Bedrock 7 12-0' : Depth to Groundwater. Standing Water in Hole: 1 i�a t05.S Weeping from Pit Face l 1O IO 5 s L Estimated Seasonal High Groundwater 114 y i DETERNIINATION FOR SEASONAL HIGH WATER TABLE Method Used: Sot l N oik k"M Depth Observed standing in obs.hole: 1 115 in. Depth to sell mottles: 1 y in. Depth to weeping from side of obs.hole: I I� in. Groundwater Adjustment ft• Index Well# - Reading Date: "' Index Well level.,. Adj,factor --.- Adj.tlroundw®ter Leval PERCOLATION TEST late &-Z7-07 T1me Lb A l Observation ' Hole# Time at 9" Depth of Perc (u Time at 6" Start Pre-soak Time @ 10:07 Ah — - Time(9"-6") - End Pre-soak 1 f).1 q A+Y Rate Min./Inch 2 Site Suitability Assessment: Site Passed 5 Site Failed: Additional Testing Needed(Y/N) N Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the tion Division at least one 1 week prior to beginning. f X' Barnstable Conservation ( ) p Q:4SEPTICVERCFORM.DOCr ' - r DEEP OBSERVATION HOLE LOG Hole# I Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) a• Zy r - F=1) to 38..12 0 �_5 u &/e 1),q )0 51B DEEP OBSERVATION HOLE LOG Hole# 2- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc %Gravel 22 r3(. i3 G.5 fp j., sib 3b-(20 G f45 2-...B' i�/� �l TO Jov5� i()It SJB DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc o Gravel e 70"� DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consi t n ra Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes _V Within 500 year boundary No✓/ Yes Within 100 year flood boundary No✓ Yes _Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? ,.,. . Certification I certify that on JO`17- 9q (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 an perience described in 310 CMR 15.017. Signature - Date IF&� Q:\SEPTICIPERCFORM.DOC PLOT PLAN OF LAND CLIENT FILE NO. 1272 DEED REF: BK. 20984 PG. 257 OWNER: SUSAN D. LEWIS & MICHAEL A. BASS PLAN REF: PLAN BK. 140 PG. 33 ADDRESS: 173 HORSESHOE LANE LAND COURT CERT. OF TITLE: CENTERVILLE, MA LAND COURT PLAN: t ASSESSORS MAP: 207 PARCEL: 123 9[S 3 . Y 03 l S` /y0 �s a ,gyp, Asti 0 MAP 207 ��^- LOT 122 PROP. a LANDING ROP. `�oA LANDING��j,� <``, #173 EXISTING ROP. 3-DWELLING TOF=14.6't ENTRY r'- PROPOSED ADDITION H. XIST:SHOWER TO MAP 207 2� � �Y 'p .• �0�._ 7� ►�� BE REASSEMBLED ON NEW RAISED LOT 123 PROP. DECK. RAISED 11,260 S.F. ± DECK Q •sue PROP. SCREENED PORCH r EXIST. DECK MAP 207 o_ ;,A a a �+ o LOT 124 N o CP 0� �oG � 6a2g , 0 MAP 207 LOT 125 I hereby certify that the lot comers, dimensions and setbacks to the JC ENGINEERING, INC. proposed addition as shown on this plan are correct. Conformance to the Town of Barnstable By-Laws and Regulations shall be determined 2854 CRANBERRY HIGHWAY, by Zoning Officer. E. WAREHAM, MA 02538 TEL. (508) 273-0377 FAX. (508) 273-0367 OFAWq.c., _ .. JONN y`. DATE: APRIL 18, 2008 SCALE: 1" = 20' R. FARREN No. 33590 A REVIEW OF FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 250001 0008 D DATED 07/02/92 HAS BEEN CONDUCTED AND TO THE BEST OF MY INTERPRETATION,THIS DWELLING IS IN FLOOD ZONE C AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE. Date Professional Land Surveyor P Job #1272 J T ® � LEGEND: C � � n l\ {f NfW MASONRY WALL cT74 EXISTING WALLS 010 XDoo. twe A=Possoge set 9- Privocy cet C= Lock sel 0— D—y set w/bell cot 1 _ _ X wnaow type i :: � � .. F1o02:0`5T5 y, El I I I 1 _ - AO _ NO. REVISION DATE ' — — -J I CLIENT: E. LEWIS Residence g 173 Horseshoe lane, Centerville MA 02632 o SCALE: 1 4"=1'—O" FOUNDATION TITLE:FOUNDATION PLAN PLAN 0 DATE: JAN 21 2 08 A9ICHAEL A.JIN ERSON A.1-k a ARCHITECTURE&]YPERIORS 193 horseshoe Lane u Centerville.MA.02632 n 508 775-4264 - t majarch@comcast.net v m LL 1 O a / r / i ( LEGEND: / 1 / / I / / I NEW WALLS / I I / I / 1 I EXISTING WALLS / / I I [= NEW MILLWORK / I Door type / I / 8-prl—ye set / \ I C=lock Set / A B=Priwcy set ID—Dummy set w/Doll cat _ _ _ __ _ — I I X Window type FF DECK \ O NEW DUPLEX OUTS / 31'-7.3/8"'X IT-0" —}l = I SCREENED PORCH I NEW QUAD OUT EXISTING SHOWER TO I Gfi / BE REASSEMBLED ON MA ER BEDROWO =--10 NEW GFI OUT LET I---I NEW RAISED DECK. © - IYX1T NEW IZEU55ED COCK"OUTLET NEW PHONE OUTLET NEW ETHERNET OUTLET a / I © \ ( �--NEW GABLE OUTLET EXISTING OUTLET F DEDICATED CONNECTION NEW FLOOR OUTLETI To T, rw� I G / — — MAST R / - FIYER �E _ - / ASHE LAUNDRYF I 4 - / (D 5/ / - C DN G (D MUD ROOM © Is e O f � A1 . 1 , I ADD ALTERNATE#2 NO. REVISION DATE PRICING OPTION: NEW ENTRY HALL PROVIDE SEPERATE PRICING GENERAL NOTES FOR THIS AS AN ADD ALTERNATE.SEE / SPECIFICATIONS FOR RELATED ITEMS. I I. PLANS AND SPECIFICATIONS ARE COOPERATIVE I CLIENT: ------- � _ _______ _______ % 2. ALL LABOR AND MATERIALS REQUIRED TO FULLY CARRY OUT THE INTENTIONS OF THE LEWIS Residence PLANS AND SPECIFICATIONS ARE PART OF THIS CONTRACT,WHETHER OR NOT o ------- _ I 173 Horseshoe lane, I Centerville MA 02632 � --a SPECIFICALLY DOCUMENTED. FLOOR PLAN 3 THE CONTRACTOR SHALL PROVIDE EACH ITEM MENTIONED, INDICATED OR IMPLIED TO I SCALE: 1 4"=1'—O" '. ACHIEVE THE INTENDED BUILDING ACCORDING TO THE METHODS OF BEST CON5TRUCTIbN TITLE:PROPOSED PLAN PRACTICES. II o 4 THE CONTRACTOR WILL COMPLY WITH ALL STATE AND LOCAL CODE5. EVEN IN THE EVENT OF CONFLICTING REQUIREMNT5 IN THE PLANS AND SPECIFICATIONS AT NO ADDITIONAL DATE: JAN 21 2008 > COST TO THE OWNER. ( MICHABL A.JIMERSON A.I.A. o 1 5. ALL EQUIPMENT AND MATERIALS TO BE INSTALLED ACCORDING TO MANUFACTUERES ( ARCHITECTURE&INTERIORS a i RECOMMENDATIONS, AND ARE TO BE NEW. ( 193 Horseshoe Lane � _ Centerville,MA.02632 THE OWNER SHALL BE THE FINAL JUDGE OF THE QUALITY OF THE WORKMANSHIP,AND I 5087754264 6. RESERVES THE RIGHT TO REJECT ANY WORK HE/SHE CONSIDERS INFERIOR. I majarchl omcast.net m m V LL O LEGEND: -e<v ASPHALT SHINGLE ROOFING. 'GRACE ICE & WATER SHIELD'. FOR FIRST 4'-0" FROM EDGE OF ROOF. 30#FELT PAPER. BLOCKNG IN-BETWEEN EVERY RAFTER. OWENS CORNING°RAFTER 5/8'COX PLYWOOD �CAI .s rws PRF-Pwv=o ■ MATE'.CONTINUOUS TO RIDGE SHEATHING WITH METAL rrv_w�.voov[h;wGS. VENT. H-C11P5. _ — FOR RAFTER 4 J015T SIZING LEAD COATED COPPER DRIP --- ROOF SLOPE: L-----� SEE ROOF FRAMING 1 2• EDGE. PLAN. 9' 5/4'x G'AZEK FASCIA BOARD. SIMP50N STRONG-TIE AZEK VENTED SOFFIT BOARD. HURRICANE TIE#H-1 O TRU55/RAFTER TO TOP AZEK 5/4'x 4"WINDOW AND PLATES DOOR TRIM. -wicA;�••e PRE-Pwvco CYNENE SPRAY FOAM AZECK#MU501 SILL(TYPJ I . �: Yx. /�—PIM BA f vou.olncs. INSULATION @ TRAY CEILING °^: ONLY.R VALUE-33 or BATT 51t STONG-TIE#L203.1 UD ON STUD TO TOP PLATES _ c-c rivi5neo r;ppe INSULATION OF EQUAL R CONNECTORS. VALUE. 'NANTUCKET"GRADE CEDAR FLASH WINDOW SURROUND W/ SHINGLES BY GRACE VYCOR TYPICAL 2' MA DEC PRE-DIPPED 6 MIL.POLY VAPOR BARRIER STAIN.EXPOSURE TO MATCH ceAw,s^�cE 6'PIASTER BOARD w/o SKIM EXISTING. COAT OF PLASTER VENEER FIBERGLASS BATT INSULATION 'SMOOTH FINISH'. R VALUE-21. 2"x 4"STUDS @ 16"O.C. I'x 6'BASEBOARD 'HOME SLICKER PLUS TYPAR' 3'BRAZILIAN CHERRY HOUSEWRAP WITH TYVEK ENGINEERED FLOATING FLOOR. SEAM TAPE.AT ALL WINDOW AND DOOR OPENINGS EXTEND HOU5EWRAP OVER ENTIRE ANDD G GFORO O E PLYWOOD-i-FLOOR TONGUE OPENING THEN USE DUPONT AND FLEXW'RAP AT SILL AND SECTION MASTER BEDROOM FLOORING,JOISTS. AND NAIL TO CLADDING ANCHOR5. FLOOR JOISTS. 1/2'COX PLYWOOD 1 I-7/6"AJ5 20 MSR I-JOISTS SHEATHING. SIMPSON 5TONG-TIE 111P4 @ 16.O.C. STUD TO BOTTOM PLATE CONNECTORS. RACE'Cf AVD - ICYNENE SPRAY FOAM (2)2 x 8 P.T SILL PLATES. ASPHALT SHINGLE ROOF tvATFR HELD®OVE RAFTERS @ 1 6'O.C.(SEE INSULATION. R VALUE-21 OR _ __ I-I/8'x I I-7/8'BC RIM RIDGE VENT -0#`ELT FRAIAING PLAN) ALTER. BATT INSULATION OF - BOARD 055 5/8"T.4 G.PLYWOOD VERSA-LAIse(SEE FRAMING EQUAL R-VALUE. __ - - -- METAL FLASHING. ROOF DECK PLAN)BEAF.A BOXED BY AZEK FINISHED GRADE. LEAD COATED DRIP BOARDS ALL EXPOSED SIDES. ICYNENE SPRAY FOAM 3 WATER-PROOF MEMBRANE. EDGE(TYPICAL). INSULATION @ PLATE AND .✓�✓ 5/b'x TRIMBOARDS TO BOX - SPRAYED OF AZEK TRRd @ BOARD BEAIvt RIM JO15T PERIMETER. GRACE PROCPR 75. Stamp: 1/2"AZEK BfADBOARO SOFFIT AZEK BAADBOARD 1/2"x 6' WOOD CANT. /2"CDX SHEATHING W/30#CEDAR 6 MIL.POLY VAPOR I I FILTER FABRIC. 'NANTUCKET•GRADE ASPHALT SHEATHING ON BARRIER. MAIBE SHINGLES BY IPPED OUTSIDE FACE OWENS CORNING#L I S SILL 6'MIN.CRUSHED STONE. _ STAIBN.CEXPO..DURE TO FOUNDAOTIONEDRA N PIPE s 2'x 4'@ I G'O.C. SEALER BETWEEN SILL PLATE NAIATCH EXI5TWG(SEE 4'x 4'@ RIDGE BEAM AND FOUNDATION, @ PERIMETER OF MASTER SPECIFICATIONS). I'a b'AZEK BOARDS ON 2°UN-REINFORCED CONCRETE BEDROOM ADDITION. SLAB SHAPE SOIL TO FORM GUTTER. TRIPLE STARTING COURSE. EXPOSED SURFACES W/ LEAD COATED COPPER (3)2'x 8'W/PLYWOOD 6 MIL.POLY VAPOR BARRIER FOOTING 4'-0'MIN.BELOW FLASHING OVER GRACE SPACER$USED TO CREATE GRADE. VICOR FLASHING COMPACTED SOIL 'BOX BEAN'@ PERRdERTER #5 DOWEL @ 2'-8' AZEK CROWN MOUL DWG OF SCREENED IN PORCH. (2)#5'5 @ TOP _ 3--O' FLASH AS NECE55APY AND BOTTOM. L W/LEAD COATED COPPER. SCREEN x 16 WIRES PER �� INCH ALUMINUM ANODIZED BLAG AZEK BASE MOULDING Q<' 3/4'x K.3'AZEK.IPE'.OR •MASTER BED ROOM WALL SECTION. ` AZEK SCOTIA MOULDING 1. MAHOGANEY DECKING. 14) 1/2'DIA.LAG SCREWS @ 2'x 1 O'@ 1 2-O.C. POSTS - SCALE 1/2"=1'- 0" 5/4-X I O'AZEK TRIM BOARDS 511sP50N#LU528 FACE NO. REVISION DATE ROUT OUT AS NECESSARY TO MOUNTED J0157 HANGER NAIL CONCEAL LAG SCREWS. L (G)I OD NAILS TO HEADER(6) I ODX x 1/2'NAILS TO JOIST. I-1/4'X I'AZEK LATTICE 6'x 6'PRESSURE TREATED MOULDING. POSTS CONTINUOUS TO CLIENT: E (2)I/2'DIA.MACHINE BOLTS BOLTS k LEWIS Residence ADD 2°x G"JACK STUDS EA. SIMPSON MODEL#AB66 P05T 173 Horseshoe lane• SIDE BASE Centerville MA 02632 FINISHED GRADE 5/6'DIA.ANCHOR BOLT SCALE: 1 4"=1'—0" TITLE:WALL SECTIONS AND BEDROOM SECTION DATE: JAN 21, 2008 76 o p Q m 'BIG FOOT'PIER FOOTING 2'-6' MICHAEL A.J1h1ERSOV AJA. o ARCHITECTURE&INTER)ORS DIAM EERR.BASE WITH I'-O' SCREENED-IN PORCH SECTION• 193 Horseshoe Lanc i Centerville,MA.02632 VE• STEEL REBAR _ 508 775-4264 _—VERTTICALLY TED 501L SCALE 1/2"-1'- 0" majareh@comcast.net m 3 8 COMPAC m O a TOP OF FOUNDATION = 14.6'± PROVIDE PRECAST CONCRETE EXTENSION FINISH GRADE OVER D-BOX= 12.7'± ' ' FINISH GRADE OVER CHAMBERS= 12.6 ± - 13,0 ± RISER WITH CONCRETE COVER OVER INLET GENERAL NOTE S SLOPE @ 2% MIN. OVER SYSTEM AND OUTLET TO WITHIN 6"OF FINISHED GRADE CONCRETE RISER AND COVER 3/4"TO 1-1/2" DOUBLE WASHED 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION TO WITHIN 6"OF GRADE FINISHED GRADE FINISH GRADE OVER TANK EL.= 13.3'± 4"SCHEDULE 40 PVC MIN SLOPE 1% INSPECTION PORT w/ACCESS BOX WITH STONE TO CROWN OF PIPE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FOUNDATION = 13.3'± _ 1-5" DIA. OUTLETS) COVER TO GRADE SEE NOTE#21__ ( ) 2"OF 1/8"TO 1/2" DOUBLE WASHED STONE CODE AND ANY APPLICABLE LOCAL RULES. 20" MIN. ACCESS COVERF -------- 9" MIN. - - -- - ---- - -- -- -- --- - - 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE CE (TYP FOR 3) 36" MAX. PLA RISERS ON ALL- 1 1 .4$� CHAMBERS WITH DESIGN ENGINEER. PROPOSED 4" -� TOP OF SAS 9" MIN. INLET PIPES TO 6"OF 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SCHEDULE 40 PVC 10.65' 36"MAX. BREAKOUT EL = 11 .15' FINISHED GRADE 2" DROP MIN. SYSTEM UNLESS OTHERWISE NOTED. 6" 3" 3" 9" PROVIDE WATERTIGHT 3" DROP MAX. MIN.s�oPe ,1 i 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN EXIST. 4'" o JOINTS (TYP.) ELEVATION = 11.15' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS PIPE 11 .40' 14" _ 4" PVC IN FROM ��� o A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF 11 .20 SEPTIC TANK 4" PVC OUT TO 0 0 0 O 0 0 0 0 0 0 O 0 0 00 { THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. *1 LEACHING FACILITY o 00 0o 1 .7 ± oo 00 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. OUTLET TEE , 12" o0 00 f 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 48 10.97 MIN. 10.80 2, 0 0 0 0 0 0 � (Z)C::,0 0 = = = i 00 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 22"ZABEL FILTER 01w 6" CRUSHED STONE 0 0 0 0 0 0 o o _ o0 0 0 0 oo f FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS MODEL#A1801-4x22 OVER MECHANICALLY o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH (PIPE LENGTH - 29'±) (GAS BAFFLE ON BOTTOM) COMPACTED BASE 22.4' FROM FND. AND DESIGN ENGINEER. 4.0 8.5'(TYP) 4.0� 3.55' 3.55' 6" CRUSHED STONE 5 OUTLET DISTRIBUTION BOX 4.9� 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 15.00' ESTABLISHED 00 0 0 o OVER MECHANICALLY 25.0' (TYP.) 0 0 o TO BE INSTALLED ON A LEVEL STABLE � ON A NAIL SET IN U.P. #2 AS SHOWN ON PLAN. 00 000 000 00 000 00o COMPACTED BASE BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV= 3.00 PIPES TO BE LAID LEVEL. 8.65 12.0' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PROPOSED 1500 GALLON CONCRETE SEPTIC TANK 2 - 500 GAL. CHAMBERS CHAMBER END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT *CONTRACTOR TO VERIFY LENGTH 10.5' WIDTH 5.67' DEPTH 5.67' CROSS SECTION VIEW 5' MIN. 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES SEPTIC TANK PROFILE DIMENSIONS PERWIGGINSPRECAST DISTRIBUTION BOX DETAIL TYPICAL CHAMBER PROFILE CHAMBER DETAILS TO THE DESIGN ENGINEER. 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE NOT TO SCALE CORP., POCASSET, MASSACHUSETTS NOT TO SCALE NOT TO SCALE -- - - - STRUCTURES SHALL BE MADE WATERTIGHT. �---•' ' • •• + + / i ` TEST PIT DATA 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING •,. ' • "--- • REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM SWING-TIES PERC#: + 11879 APPROPRIATE AUTHORITY. • +��� • • AGENT: Donna Miorandi 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS DESCRIPTION HC-1 HC-2 ►' •` 1 .)} • EVALUATOR: Michael Pimentel, E.I.T. LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE • • SEPTIC TANK IN 1 34.8' 24.3' • ' �• � 'r � + � ` 8-27-07 THEY SHALL WITHSTAND H-20 LOADING. O . • DATE: 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. G~ / `- SEPTIC TANK OUT(2) 40.5' 32.0' TEST PIT M 1� ' \ • ' II 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM SUBSOIL AND UNSUITABLE LEACHING CORNER 3 57.0' 51.1' ' • •� • • ELEV TOP= 12.50' • + � � a ` t1 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. O 0 ELEV WATER= 3.00' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, CO LEACHING CORNER(4) 67.9' 63.0' _ °+� s • ' , '°' PERC RATE <2 Min/In FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). • ,� _ LEACHING CORNER(5) 62.6' 69.3' c' ' • " 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN O LEACHING CORNER 6 50.6' 58.6' \ , !� DEPTH OF PERC= 38"-56" SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. 16. PROPOSED PROJECT IS LOCATED WITHIN: \ v .Y-L., 1 • . � TEXTURAL CLASS: 1 \ ._ ' • MAP: 207 LOT: 123 O ♦ OWNER OF RECORD: SUSAN D. LEWIS& MICHAEL A. BASS i d �� 0. 12.50 ADDRESS: 1 FRANCINE DRIVE p"'N" C�l�/ • `•' • _.y Fill HOLLISTON, MA01746 Sd� ^�� �� �� K a 24" 10.50' FEMA FLOOD ZONE C Loam Sand COMMUNITY PANEL# 250001 0008 D �O & y T �� f�' *---- ----- 4 • B 10 Yr 5/6 17. DEED REFERENCE: / Sam Cl'S ll / J ' ••••\ ••a �i� .,� ,r 38" 9.33' BK. 20984 PG. 257. . • • _{ / d • . • � • +•' .� :;• . • • Perc 7.83' 18. PLAN REFERENCE: S +a. • d •• 56" PLAN BK. 140 PG. 33 ./ �,,� •"`-��l�# '" Medium Sand 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. MAP 207 1�� •`' r ' ral llle _ /, Sa �� 2.5Y 6/2 6 C 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY LOT 122 - `4 1/f�f�' (loose) FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY IUb!{j ``, t FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. ~'`' ` , Sa Landing 1 1_ r 4 / 114" Mottling3.00, 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A 10 Yr 5/88 116' �" 2 83' DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A p p LOCUS PLAN Wee in 116 REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. EXISTING CESSPOOL & LEACHING PIT TO BE '� Sad 8 p \ 118" Standing 118" 2 67' PUMPED AND FILLED WITH CLEAN SAND +�s SCALE: 1" = 1000' 120" 2.50' Say j Foot DESIGN DATA TEST PIT DATA LEGEND \ o,� PROPOSED INSPECTION PORT C-1 / 41 Aj-qL NUMBER OF BEDROOMS 3 PERC M 11879 c� EXISTING / il,� DESIGN FLOW 110 GAUDAY/BEDROOM AGENT: Donna Miorandi - - - 5o - -- - EXISTING CONTOUR a EXISTING /Y / EVALUATOR: Michael Pimentel, E.I.T. \, 3-BEDROOM hmark DRIVE �-A TOTAL DESIGN FLOW 330 GAUDAY 50 PROPOSED SPOT GRADES BenNail in U P.#2 B.H. DWELLING -� J = DATE: 8-27-07 TOE=14.6'± -13 DESIGN FLOW X 200 % 660 GAUDAY 50 PROPOSED CONTOUR Elev. = 15.00 TEST PIT#: 2 - Approx. M.S.L. I �3- -' \ Gy \ USE PROPOSED 1500 GALLON SEPTIC TANK ❑/H/W EXISTING OVERHEAD WIRES ❑/H/W ❑/H/W - ❑/H/W ❑/H/W ELEV TOP= 12.00 ELEV WATER= 2.83' W W- EXISTING WATERLINE INSTALL 2- 500 GAL. CHAMBERS / I 6) cgs '✓ MAP 207 PERC RATE = GAS -- EXISTING GASLINE i LP f `12.5 � SIDEWALL CAPACITY DEPTH OF PERC- C LOT 123 (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (.74 GPD/S.F.) = GAUDAY TEST PIT LOCATION (25.0' + 12.0')(2 ) (2' ) ( .74 GPD/S.F.) = 109.5 GAUDAY TEXTURAL CLASS: 1 (5 ' 11,260 S.F. ± r'P C-2 - _ ,,P EXISTING CESSPOOL = 1 - BOTTOM CAPACITY 0" 12.00' O - - ' 22Q' (LENGTH x WIDTH) (.74 GPD/S.F.) - GAUDAY O O O PROPOSED 1500 GALLON SEPTIC TANK - � �I r O (25.0'x 12.0') (.74 GPD/S.F.) = 222.0 GAUDAY Fill 1 j PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE EXIST. 22" 10.17' DECK TOTALS: Loamy Sand ❑ PROPOSED DISTRIBUTION BOX / B 10 Yr 5/6 ` 1 ? �` 2) �13 MAP 207 TOTAL NUMBER OF CHAMBERS 2 0 PROPOSED 500 GAL. LEACHING CHAMBER LOT 124 TOTAL LEACHING AREA 448.0 SQ.FT. 36" 9.00, 1 \ � / 1 / TOTAL LEACHING CAPACITY 331.5 GAL./DAY 126 3) 7� REV. DATE BY APP'D. DESCRIPTION LL (4 \ \ �- -_ -- o ` r 6 \ \ '1����0,� RESERVED FOR BOARD TEST PIT DATA C Me 25Y6/1nd PROPOSED SEPTIC SYSTEM UPGRADE g6 16a28 OF HEALTH USE (loose) PREPARED FOR: m o r 1 PERC M 11879 cp 10.5 CAPEWIDE ENTERPRISES m N AGENT: Donna Miorandi Mottling110"110" 83 O ,, \ EVALUATOR: Michael Pimentel, E.I.T. 10 Yr 5/B 2 LOCATED AT O , 8-27-07 Weeping 112" a �� \ m DATE: 112" 2.67' Standing 114" 173 HORSESHOE LANE a , PROPOSED 1500 GALLON SEPTIC TANK TEST PIT#: 3 114' - 2.50 CENTERVILLE, MA Z ELEV TOP= 10.50' " PROPOSED DISTRIBUTION BOX ELEV WATER= 3.00' 120 2 00'_ SCALE: 1 INCH = 10 FT. DATE: MARCH 12, 2008 12 0 5 10 20 40 FEET '3.00 OF = H � PROPOSED 2-500 GALLON LEACHING CHAMBERS ELEV MOTTLING � L ELEV WEEPING - 2.80' ��� JOHN L. �� PREPARED BY: REMOVE ALL UNSUITABLE MATERIAL TO"C"SOIL - o CHUB HILL JC ENGINEERING, INC. AND REPLACE WITH CLEAN COARSE SAND NOTE: ELEV STANDING - 2.60' ML MAP 207 1 .) MAGNETIC MARKING TAPE SHALL BE ,e 2854 CRANBERRY HIGHWAY PLACED ALONG THE TOP EDGE OF EACH EAST WAREHAM, MA 02538 NOTE: THIS TEST PIT WAS CONDUCTED LOT 125 SITE PLAN- TO CONFIRM ELEVATION OF WATER. 508.273.0377 SCALE: 1" = 10' SEPTIC SYSTEM COMPONENT. , - ----- �---- Drawn By: JRM Designed By:MCP Checked By:JLC JOB No.1272