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HomeMy WebLinkAbout0166 SCHOOL STREET - Health 166 School Street Cotuit —— — A= 020-071 w i // // TOWN OF BARNSTABLE LOCATION ��OSC400/g/, SEWAGE# O/1— O?I VILLAGE /(r / ASSESSOR'S MAP&PARCEL WO-02/ INSTALLER'S NAME&PHONE NO. L r. Ccz_��s/�- SEPTIC TANK CAPACITY/,j 00 Ga LEACHING FACILITY: (type) yooGirICHgM� Ld;� (size) 13.1 X a5l NO.OF BEDROOMS 3 OWNER / Alcc.f cam ek PERMIT DATE: p�.l ol(>,02(�!/ COMPLIANCE DATE: /g O! 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 99' f� ?9 3 o I No. .�o l I i. a t- ; Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for Migoga[ 4pgtem Cottgtruction Permit Application for a Permit to Construct( ) Repair( ) Upgrade(4d bandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. 106 CJC C30� r Q, ner's N me,Address,and Tel.No. ,, Assessor's Map/Parcel Obl,6 30 Installer's Name, dress,an el.No. /� .- Designer's Napie,Address and el._No. �/•VGG / �! _?f�.ST Os✓cr✓1llG to ztrT C. 'I Type of Building: Dwelling No.of Bedrooms Lot Size 070jo38- sq. ft. Garbage Grinder (Y/Q Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) .330 gpd Design flow provided 36-2 3 gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank /500 GH . Type of S.A.SoZ•SDO GP,4 CEfFJm tE S /3.� ,�uJ Description of Soil AS /Jr:Qh2:' Nature of Repairs or Alterations(Answer when applicable) A /SOO H!'/o4T as ( Q- soo q&L ����,��as - 13WXarf Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date /y4,1er_# ' 01 o1 O!l Application Approved by ` (/ Date Application Disapproved by: Date for the following reasons Permit No. 90 l I — b 7 I Date Issued .b2 s t -•� _ .x Tl ' , , <i, f .r Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ' PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE MASSACHUSETTS Yes _ 0(ppYication for gogal *pgtemh._(4�ongtructiou Permit' Application for a Permit to Construct O Repair( ) Upgrade(✓� bakdbn O ❑ Complete System ❑Individual Components a: �C`1OU S 1 Location Address or Lot No. m� ner's Name,Address,and Tel.No. CoZuT -'� N� . r o�t� l2 Ass ssor's Map/.Parcel � ��VC Cc�T� , �r� o 36 30 Installer's Name, drus�eand/Tjeal.c o�,/41er J �/q� Designer's Name,Address and el.No. fn5 1CP n Wdtfl 44C ct-ps� 1'f-6 ,4�. `Type of Building: Dwelling No. of Bedrooms Lot Size.,JU/U 3 8 sq. ft. Garbage Grinder Other Type of Building No.of>ersons Showers( ) Cafeteria( ) Other,Fixtures Design Flow(min.required) 3.30 gpd—'Design flow provided �`>J 9 3 gP d Plan Date 3 /j -// Number of sheets C� Revision Date Title - Size of Septic Tank SU U G Type of S.A.S CO Graff C H,-)�t l�cP S /;.-a y C+ Description of Soil 6J J�- dA)'I Nature of Repairs or Alterations(Answer when applicable) -7,l ST ll 1,©C Cl H A 1 Srd'7, r 7,1 d l 7 �QA Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. f� Signed .!? _ � i�`�%`` Date I-1A"ec ( ' Application Approved by Date 3 `'2 Application Disapproved by: Date for the following reasons Permit No. D ` 6-71 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance ` THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed Repaired Upgraded g P Y ( ) P � ( ) (VS Abandoned( )by 5Hc-rc(,,,c ((,,o ;—t at 164 ac k,� 17 has been constructed in accordance with the provisions f Title 5 and the for Disposal System Construction Permit No. o901/- b�1 / dated 3 Installer v C C (CL C i_� . 1 c r Designer foil #bedrooms Approved design flow i� gpd The issuance of this f ferm t shall not be construed as a guarantee that the system will'f�un"cttion a's designed. Date �-' I Inspector No. a�r I r 1 Fee � V --- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS � gpogal *p5tem Construction Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade (✓) Abandon ( ) System located at 16, 6 S c.!"U( ST 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�kr p7`_n ' . � S Date Approved by — - ._ ham 04/21/2011 12:35 5084775313 ENGINEERING WORKS PAGE 01 Town of Barnstable Regulatory Services Thomas F.Geller,Director Public Health Division ¢ Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 50&462-4644 Fax: 508-79"304 Date: r. a a0l( Sewage Pearmit#�o/(-(�/I Assessor's MaplParcd 620 `C 7 i Installer&Designer Cerfificojm Form Designer: We c la s ]nc. Installer: 4 r"e =✓� �St-Jv d Address: 17 k/. c- :i ]cl -R4. Address: ' an `�►ras�issued a permit to install a . (date) (insta ler septic system at 1 6 �100 6 Lv, - - based on a design drawn by (address) dated -31 `S_ (designer) TiK_ 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 tack Stripout (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. Plata revision or certified as-built by designer to follow. Stripout(if required)w ed and the soils were found satisfac OF 5?04eall PETER T. ` NTEE sta er's Si ature Mc CIVIL (� � ) civic. 35109 a (Designer's Signature) PLEAU RRETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NQT BE ISSUED UNTIL BOTH THIS FORM AND AS BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC ffEAL'MPMSIION. THANK YOU. qAa fice ftw=m dczigwrc r ifig9w form,doc e Town of BarnstableP# o _ Department of Regulatory Services , : Public Health Division DateMARFL z63y. �� 200 Main Street,Hyannis MA 02601 Eo►I�p'I° r Date Scheduled D (•b - 0 Time : Fee Pd. $1A0.00 i Soil Suitability Assessment for Sewage,Disposal Performed By: Brian G.Yergatian, PE, LEED AP witnessed By: LOCATION& GENERAL INFORMATION Location Address 166 School Street owner's Name George Peterson , Cotuit, MA 02635 Address PO Box 193,Wentworth, NH'03282 Assessor'sMap/Parcel: Map 20, Parcel 71 Engineer's Name BSC Group, Inc. NEW CONSTRUCTION REPAIR X Telephone# (508)778-8919, Land Use Residential Slopes(%) Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line ft Other rr ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) z L—m 6 s n .o MOO cool I ItJ II01 A9 CIO i 0 1 icteet 0 6L Ac r aA- Parent material(geologic) Depth to BedrockT/ Depth to Groundwater: Sta /nding Water in Hole: A Weeping from Pit Face N A Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level TERCOLATION TEST_ Date 10 1& Time i01100 Observation Hole# P— 1 Time at 9" Depth of Perc Time at 6" Start Pre-soak Time @ �p��Q^ ,��� " Time(9"-6") ^ End Pre-soak 9 a 4 Co LL0 t43 VIR. 1 NEE 0 Rate Min./Inch - ,< eZ M l N 1 NC." 0\F?-1 VA G FIR.E —$OA,K ' Site Suitability Assessment: Site Passed X Site Failed: Additional Testing Needed(Y/N) NO Original: Public Health Division Observation Hole Data To Be Completed on Back-----------. ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. I DEEP OBSERVATION HOLE LOG Hole# -t'p - Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) _. (USDA). (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) 0--7 A 9A,40� WAM 16'MZ'1_X 14-dlo 5W L.DA4X SAKI O W y R COARSE .SAt-1'O ND WA , 09- ZED(As oesc- tLue)m DEEP OBSERVATION HOLE LOG Hole# - TQ - a Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) 0- 2 SAND r W Y K 6 s 1(0 toWy flN)p iaY& `kl-x 16- BW LoAAAY SAND \OYK 3/k, rt as 13 a. G COA&S t SAND a.5• Y S�� M No WA-TEK 0K R,ED oxo o S'E V C DEEP OBSERVATION HOLE LOG . Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) _ s Flood Insurance Rate Map: Above 500 year flood boundary No X Yes Within 500 year boundary No— Yes X Within 100 year flood boundary No X 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?' y S5 If not,what is the depth of naturally occurring pervious material? Certification ~ I certify that on- 10/24/2005 (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 trai in ,expertise and ex ence described in 310 CMR 15:017. Signature Date j 4oLp- - , FL �tLTO°)of v M5 5° 1car8pnlo1.w er . t �I,Yt1gAQ4'•cr bct.W/GPOC7: I ,I. - �. _ +•,wlf'•Jre"N. . • J I.qY}'t�,pl�is�16•� I ,, ... 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L_LL.J I —ro'sa.wv�8E7 fl�ItctuRe Z*-tws A Nc 1 �ty+Jo vwntl4*.sv Lz3 i wA.Az �vAu.l4etr.i'1BCKotASs loan •cis'©Hpe=lyt S't'I�•a 1 KC.d.? � F c51 �liYt l or.� _ —� - �2�1.►Z �-��lir� IUlo se f� (a SC �•1oot. 5-trsr�2.'I, court,nw. , pl-ribu -&=buys.' —7 1 .. �iC't1:121pK'..'�LL'VP►`IIClsJ ! ". COW.RIDGE VENT 63C2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS IMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION zxsh�lco•x. . TYP.ROOF CONST. $LE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) 2.12ROOPRAFTERS®IS•­ . SiRATKN•1 BKYLIONT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT 6LA8 CRAWL SPACE WALL - - •ASPHALT ROOFNGLES ROOF 6HFATHINO W CUPS ,CTOR U•FACTOR R•VAWE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE -A5PHALTT PAP SNONGLES -1SLB.FELT PAPER 0.60 30 20 30 1 10/13 f0(1 FT. ,DEEP) 10113 " �.' •� '0 SLOPED CEILINGS INSULATION(R38) }T^ .• -I P GATT INSULATION . p ♦ - 1. @ FLAT CEILINGS(R'38) •)TES: . - - - - ' L t2' -2.t2 RIDGE BOARD ' T I-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. B S MP SON H 2.5 HURRICANE CUPS . NDS 10113 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR z.1z is d,d fC ALL TERRAF SHIELD ELDA DF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL NCH WATER BETWEEN RAFTS �44 2EFER TO IECC 2009 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS . OTTOM vr"OOPFWAStE 4iARRIERENRAFTFF3' 2.Bb 1Po.o. R)•'ATTIC' •WINO WASH DARWERS NAILING SCHEDULE IOF OF PLAN - 110 MPH EXPOSURE B WIND ZONE NEW,R GYP.6DARD CONY ALUMINUM " ANT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING TYP.WALL CONST. 0IV-STRAPPING SAYTYPE BOARD SOFFrcvEms GYPSU 'FRANING. .... _.-. --__ .._.._ _..._._..Z ... ..:.... .. ........._ _...- _._ .. , 2.I?PLYWOOD SHEATHING ® o.e - , CEILING 1.2.6 STUDS @ 18'ae. 16" •l7 & 2:100..•.. EACH END 3WIR-20)BATT INSULATION ,• • WALLS MIND TO RAFTER(TOE RAILED) H CI-O•S• - IDARD TO RAFTER(ENO NAILED) 2-18 d 116d _ EACH END _ 4 1/2"GYPSUM BOARD LIVING 4 1` ��C'E - - - a S WC.SHINGLE SIDING - 6,TYVEK VAPOR BARRIER * bi PIA7ESAT INTERSECTIONS(FACE ED)-- -18- 4d 5-16d ATJOINTS - )POLY VAPOR SARRIER(INTER WUL 'OR) I TO STUD(FACE NAILED) 2-16d 246d 24 a 3/4•Tb GPLYWOOo '`• a r )ER TO HEADER(FACE NAILED) lad -16d'. 16"o o.ALONG EDGES , FIRST FLOOR SUBFLOOR.GLUED6 NAA.ED _ .F a FIRSTSUBF FLOOR S'CONC.SLAB W6.6 " _ - diFRAMWG .. - -:._.___._._ .. ..... WREMEMON6MR -.......____._._ .__... ... _..:...4� ....... ... T TO SILL,TOP PLATE OR GIRDER(TOE NABFD) r 410d PER JOIST 9 tR`F JOISTS 16'na+ POLY VAPOR BARRIER :KING TO JOISTS(TOE NAILED) "' 2.8d 2.10d- EACHEND - • 12.12GUiT :KING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 418d EACH BLOCK NEW P.T.2.-L 9 BATT INSULATION(R-M) -. s It #R STRIP TO BEAM W GUIDER(FACE NAILED) 116d 4•iad EACH JOIST x - _ W SEALER , • - " - a T ON LEDGER 70 BEAM ROE NAILED) - 3Ad 110d PER JOIST , .SIR-010.STEEL " 1 + • r JOISTroJOIST(ENO NAILED) _ 118d, _ 4.16d PERJOIST _ - .NEW FULL J0617 TO BILL OR TOP PLATE(TOE NAILEDO .-..' 2-16 d 1 lad PER FOOT r+ BASEMENT - 1 .....-.. _._-_.._. ..:. .... .. .____._____-. _ _. ..._... P -ti WALLSW F4 WRTKAL BARE ON . _ • > r BAS LY COLUNN ti .. ) .. 0 STRUCTURAL PANELS(PLYWOOD) 4. r AT 4a o.o..STFROMOUf61[IE + - .- •• v - - „. T.. ERS OR TRUSSES SPACED UP TO 16'd.c. ad , 100 8"EDGEl6•FIELD _ FACE OF WALL GRADE w BARS_ .. a_ _ , _ r •:r t,` r 'ERB OR TRUSSES SPACED OVER IB'd.F. ad - BHid 4-EDOEN•FIELD « _E END WALL RAKE OR RAKE TRUSS WHO OVERHANG Ed-' tOd W EDGES"FIELD - i . • , •F' n r 8 _E END WALL RAKE OR RAKE TRUSS ad tOd 0"EDGE18•FIELD 4 "' t r •, - - i ., TRUCTIRAL OUTLOOKERS • n �E END WALL RAKE OR RAKE TRU89 W LOOKOUT fAOCKe 2. ddA EDGE4.RED CON.C.F TIWGS �BLOW GRAM L____ • 4 ti r LNG SHEATHU4G: .. -_. .:......_ ..-.... _.____ ._ ......._.... • - e. TYP.B.IV COND FOOTINGS BUM WALLBOARD .. .: ., Sd COOLERS : - - 7'EOGFJIO'FlELD � WI x - e ' • "L SHEATHING: , _... - a - , 2 0 KEY ..__.._._-___..._._S -_-..-...: a. .. _... _.....: ... _._ � ..._ 1 SECTION @LIVING/GARAGE K)STRUCTURAL PANELS(PLYWOOD) - - .. -• y • - - " - ]S SPACED UP TO 2A'o.d:• .. ! ad� �tOd a � '8•EDGE/17PIELD`` � 5 - .- M:. �• - , ad rEDGEWFIELD - (�.�': • A ,'y - l2N37 FIBERBOARD PANELS :. 4,. - - _ .... a - i 7'EDGElt O•fIELD L GYPSUM WALLBOARD 1 .. -• C - 5tl COOLERS ' I L a ]R SHEATHING: " A 16STRUCTURAL PANELS LPL sNDODI' '•; 100'' `+ B"E=12-RELD + • ` • •. ` • 11. ��+ -4 ;. '� - RlESS THICKNESS '1 ATERTHANf THICKNESS .. 'ad tadIm 6"EDGEIB"FIELD - R_ .v • ^+ t4 a .. r. LAG BOLT RAFTER LEDGER TO LYWOOD/OSB PERCENTAGE PER WFCM 110 MPH EXPOSURE B GUIDE s: wAu n6LEDOERLOKSCREWS 11+ r tV bUSE BIMPSON LSSU2USLOPED - - PROPOSED%' a+ _ ,Y , - C .y T!F - • - , _ .. LOG.DIMENSION. BLDG?SIDE. RREQUIRED% at V FIRS)FLOOR FRONT° 30% s 57% l• .. +• - ` R HIGH SHINGLES Nat NG -,:�'j.-' , I- c t - TYPICAI ROOF SW EPKAL� 12 i. e V FIRST FLOOR REAR # 67% .,p . • : ¢ ". .. _; APPLY CAULKOR. - J' Y .s, .f J , - _ 2.6 RAFTERS IB'o.c..USE "30% -r .•`l if r .., ). TAPE ATALL BHEAT18N0 . 61MPeON H162 HURRICANE ,T.. rvy�') -. • 1 - :. , .;'+.. - .• 6 _ UPS TO FASTEN RAFTERS l , - • 1R•CU%PIYWOOD SHEATWNGWCLO•S' 6EAM5 ANDTHETYVEK 115% •78%'' ° ' -- I. �.9 TO MULTI LVL BEAN ". FIRSTFLOORLEFT I VAPOR 9ARRIER . 'T.x 17 RAFTERS 15d FELT PAPER FOIST FLOOR RIGHT 15% - 81% . ` :. T.• e N• WING SIMPSON H 25 HURRCANE CLIPS _ . . 2a&.Dle-MAIL TOI . f. c� ,F `.• - �y ..- i `a. -�•'r L BARRIER 3'O'WOE ICENJATER SHIFU) APPLY GALS K OR' ' ` RAFTERSW2(S11Od NAILS ' NOTES: S T ALUMINUM ORO EOCE APPLY CAUL ON' R T x6. c PLATE E UNDER 3.2 0F1,A1 I.USE 3"EDGE NAILING 8 12"FIELD NAWNG SPACING ON ALL WALLS I " t '' r . ADHESIVE VN1ERe - 1 1 • '.` 1 sa - .•1.3 STRAPPING W '�-f x 8 FASCIA BOAAU V INDICATED T SASTEiO SEAM W PLATE _ 2.1.50 ASPECT RATIO „ `� .r ' ., .,+' - 1?GYPSUMBOARO - - - '. - MASON ACB/ACES POST CAPS. ' • r . .• • - / t rCSOF VINYL SOFfII v .: .v " + F c 1x4ONT.VIBOARD ., • - VENT TVA.2.6 WAI.LB 1 r 350FFrt BOARD , TO WA LTC LEDG RLOK NEWER NOTES: y J - . . R 34`CRr„vN , , f 8 ST WMERS 1.6 FRIEZE BOARD BOREWS. - 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS B.DIMENSIONSINTHEFIELD. A ,. +o - ' �.+ DETAIL AT Y^� '--' 2.)CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS;, > DETAILS,&FINISHESINTHEFIELOVNTHOwNER . - `SCALE:I/T'=1'-0" "DETAIL AT FIRST FLOOR, -P.T.s BPOBTBOSTCAF.DWeILmSON ..INVERTED ACB POST CAP <., .• 3.)'ROUGH OPENING HEAD HEIGHT OF WINDOWS AT' _ FIRST FLOOR TO BE V-10`ABOVE SUBFLOOR `,. + 3 .2x 1Dx KASTEATOSON807UilE y.. ' " � ' •• SAGE. f. + 4J ALL CONSTRUCTION TO CONFORM TO 780 CM R MASSACHUSETTSZ� 7 MPBON i s ABIJbT1PO8T STATE BUILDING CODE.SEVENTH EDITIONLI i3-) 110 MPH EXPOSURE B WIND ZONE,1,50 ASPECT RATIO - - �l .$� "BIOFOOr FoanNO.,. .7.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, -INSTPlL51B•ANCHORBDLTSA75W' MAX. -, - I iS INSTALL SIT -•- - PD - ORHORIZONTALLYW/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING PLACE 0w BPssIS.REARING PLATES - _ _ WISIMPSONSPSW3BEARBRi PLATES ER BOARD LAG BOLTED!O PLACE BOLTS WITHIN W.IT OF EACH PLACE BOLTS WITHIN W-1 OT EACH - , _ ^ RRRCCCNNN BO vAT- 3.) ALL LVL LUMBER/BEAMS TO BE 1.90 U480 LOAD WaNERAND TOA9•MINIMUM DEPTH ' .c: v CORNER AND TOAB•AUNUAUM DEPTH 'SOLDBLO KING W/f21 LEWERLOK I , 5 Y' • , IV o.o.W/JOISTS HANOElla, S IN ENDS r R.) SEE CERTIFIED PLOT PLAN DEVELOPED BY TERRY WARNER FOR ALL `t FULL PROPOSED&EXISTING DETAILS m p BASEMENT a 10.)FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL - - ,. •. SIMPSON COMPONENTS yaa h ° 4•� `SECTi ION @PORCH K° 11.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS _ ^• - ` a`' • r - J "- t "Y 7 TO BE 3000 PSI J t . . P.I.2 r G SILL W SFAIER 12,)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE m '• z•RIGID INsuLATww - - , d EYinI'l DURING FRAMING CONSTRUCTION - (R'10j l°+dsA + 13.)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA.EXPOSURE"B' - &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF - - A' , Aare A"'Y'A-/"�✓90"re dmo.rcfii•.re MIASSACHUSETTS WIND SPEED MAPS ANCHOR BOLT DETAIL ANCHOR BOLT DETAIL CD 14.)GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE PLYWOOD PANELS r SCALE:112"=1'-0" VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS W/OWNERS PRIOR TO START OF CONSTRUCTION DETAIL AT V yALKOUT , 15.)TIMBER FRAMING TO BE SPRUCEANNEIFIR NO.2 GRADE - - - 16.)PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE + VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES ' )GERS AND MARNEY, INC. NEW HOUSE FOR: P Y SCALE: DRAWING NO.: . BOX 310 fERVILLE,MA02655 � r � '�+, •• ' DATE : - (5os�42a�1os NEWCOMER RESIDENCE �� - , Al, 11(50 )420-3550 3/11/2011 / I f , 166 SCHOOL STREET COTUIT, MA ;. „ ;y f N tom® Pone Loke St 41-Q 4612 o°a �Zk2j - 0 4 \ P \ \ \ CB/DH/FND v \U \ / School Street ° \ \ .t � ��0 2� moo• \\ \ / / U-) LOCUS MAP \ Lot 12 NOT TO SCALE `\ \\ 20,038t s.f. ; Q- LEGEND w '\\ APN 020-071 N CO \ \ -- 98--EXISTING CONTOUR \\ \\\ \\\ x 40,88// X 100.98 EXISTING SPOT GRADE W EXISTING WATER SERVICE \\ \\\ \`\ \\\ r� G EXISTING GAS SERVICE 34,2 O.H.iN—OVERHEAD WIRES \ \ \\\ \`\ \� * 4 5.0 7 x 46 7 \ \ ` ST\I /TCK/FND TEST PIT 33.93 �\ 80 NE o TP1-t � (` x 43.24 � EXISTING SHEDS TP-� r�d ® ®\\t TO BE REMOVED 30.B8 x x \31.63 �\ \ \ 29.23 i Fa9e ''•.\\ \` 361❑3A FT3L1'A 4L46 p H x i \ 30 r o She 2.�3 1 N 35,15 1x(� i hed 1� Benchmark Set i Top cb/dh STIy/TC36 64� i �r 40,18-•• l 1i4 ,3� EL.=44.21 (MSL) r EXISTING HOUSE i 'CO� // `� x \ TO BE DEMOLISHED 4,2711 / / 43, AND REMOVED 1 1 E 1 39103 i I 414.21 - - -. 3232 -.X -.ix 3RYw�ii.. -� �- - a---iX 4 :82 .:/J H/BEµ _ ,�:-- -- CB.'�D NCH MARK 1FT R � r T ❑ a I 47.32 x 32.31 rn / xist'n 42.47 a I EXISTING SEP77C SYSTEM r 3FT-OA CONTRACTOR SHALL LOCATE, PUMP, r1 36,7 x Housel#�66) x 4.45 ' FILL WITH SAND AND ABANDON, OR, r FF=4310 Deck / REMOVE - 1 i� x ' x 4_1 A 47.63 EXISTING UTILITIES TO BE REMOVED AND REPLACED 34,50 i I < ) 3.6 40' q AS DIRECTED BY THE APPROPRIATE / Meter PIt r i I 43.72 / � AUTHORITIES. CONTRACTOR SHALL / / / /44,67 OJEVERGREEN COORDINATE WITH UTILITY COMPAM S. 3�,63 / 42I �i ►� 3x 36,26 �wj35,77 �j 38 li/ // 4F 6 ❑ - q0�' ^ o 47.90 4014 F -O'AK OF �39.90 MAssgcy 10. - 44.1 ' a o TERRY , A 40 s / HUT❑F,F x .64 ` ; 47.60 ANNCD MHB/F 41, 4 .93 f 2F - WARNER 3 T-MAPL x rr -o No. 38721 �� p / / 47. 1 471.95 41.57 I 2FT- r / BASIN / <x 4 .57 r 42.31 43.51 9� AFT OAK 98 ^ ❑AK x �/ M C Apron `� o0 42.51 42.78 I 2 N �0 Of MASS s \�4,2 \ i a�P� gcyG C� 43,24 UPX16S �\\\ Jr o PETER T. OO 47.00 MCENTEE �� r CIVIL "' Z 43,47 � ,; 4 5.4 5 No. 35109 OWNER OF RECORD F �a9PA ��\ CB/DH/FND� �'EGISZER ��� PETERSON, GEORGE S. C f SI BATES, M R DUKES JR & NEWCOMER, CURTIS '� I 312`�1 HIGHLAND39 0 AVENUE COTUIT, EXISTING CONDITIONS PLAN J 43.72 Engineering by: Surveying by: SCALE DRAWN JOB. No. PROPOSED SEPTIC SYSTEM SITE PLAN Engineering Works,Inc. WARNER SURVEYING 1"-20' P.T.M. 121 -1 1 12 West Crossfie 0 Rood 22 Long Road 166 SCHOOL STREET COTUIT MA Forestdale, MA 2644 Harwich, MA 02645 DATE CHECKED SHEET NO. (508) 477-5313 (508) 432-8309 3/15/11 P.T.M. 1 of 3 Prepared for: Rogers & Mamey Builders, P.O. Box 310, Osterville, MA 02655 LEGEND Path to . Water —98--EXISTING CONTOUR x 100.98 EXISTING SPOT GRADE CB/DH/FND 46 PROPOSED CONTOUR 40.53 1- 46.12 F4-3.-21 PROPOSED SPOT GRADE- -Q - CB/DH/FND —W— EXISTING WATER SERVICE ` —W— PROPOSED WATER SERVICE , —G— EXISTING GAS SERVICE \\\` \\� 89'f i —O.H.W..--OVERHEAD WIRES � \`� ``` ,c_n !i TEST PIT `� �` )1 L Lot 12 i ?0,038t s.f. i cn AFN 020�071 `� I40%8 ( i a 34,2\ ``� �� ��� ( STK/TCK/FND ° * 45:07 x 46 7 tp + + \ TP` 1 F\�� \` x 4024 � + + 30 28 ,x x 1,63 \� \ \� \� �r �`� N +; PROPOSED SEPTIC TANK x 29.23 age '• °' I �� u) I 30 i p ; x I 9 5, She I+ 11 �I N q, 5' S j I � I hed Benchmark Set Top cb/dh 15 EL.=44.21. (MSL) ' •' 7' I i n x 1 I / 39 03 PROPOSED 43. , 44.21 I i +CLING i ) CB/IVDH/BENCH-MARK �2 32 x ;o i T.O. = .00 Cb 47,32 x 32.31 2.47 � Exis ting 43. ) � House x M. ! � 7.1' #166 De k � I J at.FF=4 10 . 47.63 x �� o i PO4CN Garage � N 43.2 34, i / I ,6 goo 'Q) 43.2 ,4 7 A.6 o� TERRY � 36 36.26 ANN ,�� 3 li WARNER ,: I i :.: ::. ► I �/ o o No. 38721 0 47.90 D . 43,i6 15'— pygt r.. i L NO 4014 4 ! ' W' 40. 0. i MHB/F 6_4 .93 CB/DH/FND NF Mgss9� 41.57 '�/ 8 / 0 47 t95 o� PETER T: �G� BA.S'lN McENTEE N10.13 42.31 43:51 �� CIVIL "' M C Apron cot No. 35109 42,51 42.78 AF REGISZER``�\���' I ` G S/1 UP)Q 4,42 43:24 UPX16S 47.00 FLOOD PLAIN DATA O` �`� \`� i 45.45 NON HAZARD—ZONE C 43.47 CB/DH/FND i ZONING CLASSIFICATION: ZONE RF 0 �ogP CB/D ° SETBACKS: FRONT YARD=30' SIDE/REAR YARD=15' UP/16 MAXIMUM BUILDING HEIGHT = 30'�� WIND EXPOSURE CATEGORY: Exposure B PROPOSED SITE PLAN 43:72 Engineering by: Surveying by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM SITE PLAN Engineering Works,Inc. WARNER SURVEYING 1"=20' P.T.M. 121-1 1 12 West Crossfie 0 Ha Road Lang Road 166 SCHOOL STREET COTUIT MA Farestdale, MA 2644 Harwich, MA 02645 DATE CHECKED SHEET N0. (508) 477-5313 (508) 432-8309 3/15/11 P.T.M. 2 of 3 Prepared for: Rogers & Marney Builders, P.O. Box 310, Osterville, MA 02655 NOTE: TO PREVENT BREAKOUT, THE PROPOSED SEPTIC TANK FINISH GRADE SHALL NOT BE < EL:38.5 INSTALL RISERS & COVERS OVER INLET PROPOSED D-BOX FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. AND SET TO 6" OF FINISH GRADE. INSTALL WATERTIGHT RISER & PROPOSED S.A.S. PROVIDE ACCESS TO GRADE OVER OUTLET COVER COVER SET TO 6" OF GRADE PROVIDE TWO ACCESS MANHOLES TO WITHIN 3" OF FINISH GRADE FOR INSPECTION PURPOSES T.O.F.=44.0 EXISTING F.G. EL: 42.3(MAX.) F.G. EL=43.Of � F.G. EL: 42.4t MAINTAIN 2% GRADE (MIN.) OVER S.A.S. l% ( ® S= L = 7' L = 5'(MAX.) 1% (MIN.)4 SCH40 PVC p S=1% (MIN.) ® S=1% (MIN.) 4'SCH40 PVC 6, 3" 4 SCH40 PVC -n LL to"I 6 BBapaaa 14" aaaaaaa INV.=40.25 48" LIQUID aaaaaaa LEVEL INV.=39.50 PROPOSED INV.=39.33 4' 5.2' 4' INV.=40.50 cAsAenFFLE� • ••• • • •• INV.=40.00 D-BOX EFFECTIVE WIDTH = 13.2' INV.=38.00 PROPOSED SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN H-10 RATED TOP CONC. ELEV.=39.3f BREAKOUT ELEV.=38.50 INV. ELEV.=38.00 ease ease B6aaa aOaaa MOOR eases NOTES: BOTTOM ELEV.=36.00 1) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE 'V 2 X 8.5=17.0' 4' TO GRADE ON A MECHANICALLY COMPACTED 6" CRUSHED 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 25.0' BASE, AS SPECIFIED IN 310 CMR 15.221(2). T.P. EXCAVATION OR G.W. 2) INSTALL INLET & OUTLET TEES AS REQUIRED. LEACHING SYSTEM SECTION NO GROUNDWATER, EL.=27.5 - 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 3/4' TO 1-1/2" DOUBLE WASHED STONE SEPTIC SYSTEM PROFILE 3" LAYER OF , DOUBLE WASHEDHED STT ONEE (OR APPROVED FILTER FABRIC) N.T.S. GENERAL NOTES: 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL ®®®Ed0 E3 d E BOARD OF HEALTH AND THE DESIGN ENGINEER. ®E ®® ®®® 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS - 0' 33" OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LLJ ®®®®®® ® ®®® LOCAL RULES AND REGULATIONS. N Z ®I)j® 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 102" 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO .THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED. 4" KNOCKOUT 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 20" DIA. COVER THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 4" KNOCKOUT 4" KNOCKOUT 62" 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 0 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 4" KNOCKOUT DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 500 GALLON CAPACITY, H-10 LOADING CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS CHAMBERS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE SOIL LOG INSPECTED BY A LICENSED SOIL EVALUATOR PRIOR TO BACKFILL. 13. ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC DATE: OCTOBER 16, 2009 (REF#12,735) SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. SOIL EVALUATOR: BRIAN YERGATION PE-BSC GROUP WITNESS: DONALD DESMARAIS R.S. HEALTH AGENT DESIGN CRITERIA ELEv. TP-1 DEPTH ELEv. TP-2 DEPTH 39.0 A 0„ 38.5 A 0„ NUMBER OF BEDROOMS:2 PROPOSED + 1 FUTURE=3 BEDROOMS SANDY LOAM SANDY LOAM 10YR 2/2.5 SOIL TEXTURAL CLASS: CLASS I 38 g 10YR 2/2 37 8 E 8" E DESIGN PERCOLATION RATE: <2 MIN/IN LOAMY SAND LOAMY SAND DAILY FLOW: 330 G.P.D. 10YR 4/2 10YR 4/2 37.8 14" 37.2 16" DESIGN FLOW: 330 G.P.D. Bw Bw LOAMY SAND LOAMY SAND GARBAGE GRINDER: NO 10YR 3/6 10YR 3/6 PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY 36.8 26' 36.4 25" C C LEACHING AREA REQUIRED: (330) = 445.9 S.F. 74 PERC 68' USE 2-500 GALLON LEACHING CHAMBERS IN SERIES SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES COARSE SAND COARSE SAND SIDEWALL AREA: 2(13.2' + 25.0') X 2 = 152.8 S.F. 2.5Y 4/6 2.5Y 4/6 BOTTOM AREA: 13.2' x 25.0' = 330.0 S.F. TOTAL AREA:..............................................................482.8 S.F. 28.0 132" 27.5 132" PERC RATE <2 MIN/IN. ("C" HORIZON) DESIGN FLOW PROVIDED: 0.74(482.8) = 357.3 G.P.D. NO GROUNDWATER ENCOUNTERED Engineering by: Surveying by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM SITE PLAN Engineering Works,Inc. WARNER SURVEYING N.T.S. P.T.M. 121 -1 1 12 West Crossfie 0 Road 22 Long Road 166 SCHOOL STREET COTUIT MA Forestdale, MA 2644 Harwich, MA 02645 DATE CHECKED SHEET N0. (508) 477-5313 (508) 432-8309 3/15/11 P.T.M. 3 of 3 Prepared for: Rogers & Mamey Builders, P.O. Box 310, Osterville, MA 02655