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HomeMy WebLinkAbout0224 SCHOOL STREET - Health 224 School Street Cotuit A= 020-066 '�' TOWN OF BARNSTABLE 0 LOCATION SEWAGE# o?O/O Y8� VILLAGE C(v��T ASSESSOR'S MAP&PARCEL QX0—0&& INSTALLER'S NAME&PHONE NO. 0. - ssa9 r SEPTIC TANK CAPACITY /.5a6 Gilt. LEACHING FACILITY:(type) 4kC 36!/C Cy-d°) (size) 8.5'X 3.5 NO.OF BEDROOMS 3 OWNER /CoGCi2 5CL.0_0,rop PERMIT DATE: /' 1�'// 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 a g ol ol 13 g - 3Iq 23 10 - ve14 1 rq; No. Fee D THE COMMONWEALTH OF MASSACHUSETTS Entered in co puter: 4� 6 PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS VYes ftphLAtion for Mispo8AY 6pstem ConstTUCtion 30ermit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. Zz4 scuoot sr, COT07 Owner's N e, d ess a�T_el No. O Assessor's Map/Parcel (0 �1,g, LIA►JQ �Ins�taller'sNfte.Addrekj, Tel.No �'' `S ` Designer's Name,Address,and Tel.No, ' Type of Building: Dwelling No.of Bedrooms Lot Size (D t q t I sq.ft. Garbage Grinder Other Type of Building $COL -VAM.Q_*A. No.of Persons rL- Showers Cafeteria( ) Other Fixtures UJZi2 Design Flow(min.required) gpd Design flow provided ?3 gpd Plan Date t I rJ'f O Number of sheets Revision Date Title Size of Septic Tank ` �`-Jdd Type of S.A.S. 3 V-0wS" 7-AV5 3(4c u;jrtS Description of Soi4 t 6u 61= L('jM,4 Sprt qo 1q`f i(L42 2-2a a F kTT- ve V 8 • 72" - V&-W&J Mr,00 SAW9 a..s%f4 �?/¢ 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 Environmental Code and not t place the system in operation until a Certificate of Co plianc be n issued �I this Board of Health iS d NJ�I 1Ne .l��/ i ¢ Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued No.--r � � Fee o THE COMMONWEALTH OF MASSACHUSETTS Entered in co puter: PUBLIC HEALTH DIVISION -jTOWN1OF BARNSTABLE, MASSACHUSETTS Yes k ;. appYiptiou for Mis/p9sai 44pstrm Coustructiou,,permit, Application for a Permit to Construct( ) Repair( ) Upgrade( ).Abandon( ) .Complete System ❑Individual Components f Location Address or Lot No. 2 Z ' 1 I egny 4ft Assessor's Map/Parcel ZO C<>V0y S�`gam Installer's N; ez/° ress d Tel.No.�, ���-�jT r�``�� Designer's Name Address,and Tel.No. g �„ IT o.5 , �►JCoIIJ�`C�1►JCD��1lLK.S Type of Building: Dwelling' No.of Bedrooms Lot Size (D 1 sq.ft. Garbage Grinder( ) Other Type of Building s(:OL No.of Persons 2" Showers(-7 ) Cafeteria( ) Other Fixtures .Design Flow(min.required) 51�21 0 gpd Design flow provided J 7 gpd .� Plan Date l H- 5' to Number of sheets Z Revision Date Title Size of Septic Tank «� Type of S.A.S. _r Description of Soil-0 1 O'% OF LOeNM� SN�7 P4 1'0-/12 A/Z . 2Z" O F Pl�_�, 5A-Q0 10"K ��g Nature of Repairs or Alteration (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 Environmental Code and not place the system in operation until a Certificate of '�• Compliance/h's been issued this Board of Healt � S N\A&Ht 1 1 INC Date 1Z' _ Application Approved by Date Application Disapproved by Date for the following reasons �. Permit No. Date Issued -- - j� 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 3tio C' CU s} .� at ��� .,t i�tJvl I. Cu`7J has been consMten ac�beJ acwith the provisions of Title 5 and the for Disposal System Construction Permit No. ��y i Installer.'u'c 1 c,,_c-r 1�Qc r Designer 1-,\61 \cr� r�� #bedrooms y Approved desi flow 'h11 � '`� gpd The issuance of this p•rnit hall not be construed as a guarantee that the system wilk nct n' �designed. ` Date ! Inspector �+� -------------------------- No. Fee—� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal *pstrm Construction Permit Permission is hereby grant d to C nstruuccc^t N Repair�) U grade( )0 A andon( ) System located at J 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: roim/tion must be completed within three years of the date of this permit. Date / r Approved by 02/04/2011 07:20 5084775313 ENGINEERING WORKS. PAGE 01 F f Town,,,'af Barnstable Regulatory Services Thomas F.Geiler,Director NAM Public Healfhl Division Thomas 1V vKean,Director 200 Main Suet, Hyannis,MA 02�01 Office: 5fl8 2 4b44 Fax: 508-790--6304 . Date: -7- Ll 1 + Sewage Permit# _ Assessor's MapJParoel C7 " Installer&Desis t C. cation Form Address: i n e` U dAs ,n C. A: resss On 1U aY iq s;"o(e was issued a perwk to install.a (date), (installer) septic system at Z Z,4 Sc►w( 'l Sj", based on a design drawn by (address) . dated: I + ( esigner I certify that the septic system referenced above was installed.substantiallya according to the design, which may-include minor approved changes such, as lateral relocation of the distribution box and/or septic buds .Stripout (if required) was kgected and the soils were found satisfactory,. I certify that the.septic.system'referenced above was`installed with major changes.(Le greater than 10' lateral relocation of the SAS or any vertical.relocation of any component of the septic system)but in accordance with State dt Local Regulations. Plan revision or certified as-built by designer to follow. Stripout(if re insp®cted and the soils were found satisfactory. tN OF McENTCF (installer's Signature) CItnL (Designer's Signature) ( p � PL E RETURN TO BAHriSTABLE PUBLIC [VISION. TII CATE '.2E COM7LLANCE L NOT BE ISSUED IL BOTH TMS EQRM &M AS- BUILT CARD ARE RECEIVED P THE BARNSTABLE PIMLIC HEALTH THAW YOU. .q:kiffico fo mel mpme tification looLda �I . Town of.Barnstable. . Department of Regulatory Services x _ �, s < Publ><c Health Division Date {200�Mam Street;Hyannis:MA 02601 ;. t Date Scheduled D v', # Uri Time Fee.r - . { Soil:S'uitabili Assessment or Sewa a Dis osal tJ' .f w n g : P[ Performed;By `Q� e✓: Z� - witnessed 93 ' LOCATION& GENERAL INFORMATION { Location Address 7 7i2�( S C. �1 S f-- Owner's Name ' eiY �Gcipld�C✓ 1 , �^ y j�-:•1',� Address As. sessor-s`.Ma Engineer's Name NEW CONSTRUCTION REPAIR, �� Telephone# Sp _ rj Land Use S, rn ( f Slopes(%) Surface Stones Distances from Open Water Body f 00 ft Possible Wet Area Ud 'ft Dnrikmg Water q. Drainage Way ProPertY Line her h µ3 x h ft z rSKETCH'(Street name;dimensions of lot;eiact locations of test holes& t scare wetlands oles) {� (, D SEP 1 U REC'U' Py adc r J C�� Parent material 1 'e 'cJ atC •i (!lam a ) Depth to Bedrock Depth io,Grbundwater Standing Water in Hole: Weeping from Pit`Rsce Estimated Seasonal High Groundwater ! ?./y f _ I DETERMWATION FOR! EASONAL HIGH;WATER TABLE - Method Used, , Depth Observed standing in obs.hole: in, Depth td soll moUles in. Depth to weeping from side of obs hole: in.— 'Groundwater Adjustment ft ° -Reading Date: r Zr index Well-levee; AdJ;factarm droufldwater Level„_ PERCOLATION TEST Date— xlmr;.. Observation Hole# ' Time at 4" z� (l' �, Depth of Pere Time at r6 177-7-77. Start Pre-soak Time® 75me(9"=6") End Pre-soak Rate MinJinch Z, l Site Suitability Assessment: Site Passed _ Site Failed: Additional Testing Needed(Y/N) EF i 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. Q:ISEPTICIPERCFORM.DOC DEEP:OBSERVAONROLE LOG Hole TI # :_1 Depth from Soil Horizon Soil Texture Soil Color = Soil : Other Surface(in)' (USDA)- (Munsell) Mottling (Structure,Stones;Boulders. r; v o /a DEEPaOBSERVATION'HOLE LOG Hole# �. . Depth,from: Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders n�p r;si Y3 90(3isvell la DEEP'OBSERVATION HOLE LOG Hole# Depth fmiri.: Soil Horizon Soil Texture Soil Color Soil" " Other; Surface oi.y (USDA) (Munsell) , Mottling (Structure,Stones,Boulders. Consi 0_: DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface:(ia:) - (USDA) I (Munsell) Mottling (Structure,Stones:Boulders. 4 r Flood InsuranceRate Maur ' Above 500=year flood bounclay No:� Yes Wtthine500 year'boundary �;.' No— Yes Within C00 year flood boundary No Yes Death of`Naturally Occurring:Pervious Material Does at'least four feet'Of naturally occurring pervious material S rial exist in all areas;observed throughout;the, a ea proposed for the soil absorption system? : If,n04:what is tlie=depth`of naturally occurring pervious matorial? --—= s - CeHIM`ataon I•eerh thatbri} �'I (date)•I have:=passed the soil-evaluator examination approved by the` De artment7of Environmental Protection and that the above analysis.was performedby me consistent with: p the°r`equired.traini experhse'and expenenm escnbed in lU C1vIIt+`1S 017: Si ture Date na g ' tZE�SEI''i'IE�PSRCI�RM.DOC:. L0CATIQN-. SEWAGE PERMIT NO. r!ILLAGE INSTALLER'S NAME ADDRESS e UILDER�► OR OWNER DATE PERMIT ISSUED DATE COMPLIANCE - ISSUED /// Xj�Zo 0 A( J l t 1 TOWN OF BARNSTABLE TION2,2 �OD J S f SEWAGE # .AGES (' t ASSESSOR'S MAP 6z LOT © - INSTALLER'S NAME 6z PHONE NO efll 5 SEPTIC TANK CAPACITY © LEACHING FACILITY:(type) lr'I °`l//��/°y5 (size) ��A4e NO. OF BEDROOMS v PRIVATE WELL OR.PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: /7 DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No x THE COMMONtEALTH OF MASSACHUSETTS ........ BOA R D. ;F HEALTH .......OF...... k.....................Appliration for Bhipaiial lVarks Tomitrurtivit 11nmit Application is hereby made for a Permit to Construct or Repair Individual Sewage Disposal System at ................. ............. ................................................................................. ...............bon J-- tion-A dr s or Lot No. ...... T'D . ............................... .......... . ........... n Frw ..........------------...... . ... .. ......... .. ........ . ................................... Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic Garbage Grinder ( ) Other—Type of Building ............................ No. of persons..........__.........._.__.. Showers Cafeteria ( ) Pa Other fixtures ...................................................................................................................................................... Design Flow............................................gallons per person per day. Total daily flow...........................................gallons. P4 Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter.............._. Depth.............._. Disposal Trench—No. .................... Width.................... Total Length.........__..i...... Total leaching area....................sq. ft. > Seepage Pit No...................... Diameter.........___.__..... Depth below inlet.............._.._.. Total leaching area..................sq. f t. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water.._._.__.__._........._. Test Pit No. 2................minutes per inch Depth of Test Pit..._...._..._....... Depth to ground water._._._......._......_... .. ... 0 . ...................................................................... ............... ..... ------------------------------------------------- Description of Soil........... Lc'-a -. :di 9-�� ............... � ) .......... U ........................................................................................................................................................................................................ ............................................................................................................. ---- --------..............;Z...... ..... -)--- --- -------------- U Nature of Repairs or Alterations—Answer when applicable_......' Jr— ---------- ............. ...........I............................................................................................................................................................................................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of L I Ti 1Ej 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a, Certificate of Compliance has bee issued by the board health. Signed----ll.dowl% Date Application Approved By.. ......W.�j... . ............................... .......4/:ZF o. ......... Date Application Disapproved for the following reasons:..........................................................................................I.................... ............................................................................................................................................................................ ............................ Date PermitNo....................................................... Issued........................................................ Date THE COMMOAVEALTH OF MASSACHUSETTS ,•_�. BOARD OF HEALTH ... L.1 rY?.......oF........ _ :; re ..................... Allpfiratioat for UhipsFal Workii Toatstrttrtioat ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ,! fan Individual Sewage Disposal System at: ,e—Logation-Address ..__-•---•_ ----or-Lot No........................................... } ....... ..,p_y.. t Owner /J� sY. t/r xai-sc•�-*; •- F�9` "� .��4 -.1-1 J..f. re'� Z- Installer Address Type of Building Size Lot.................-......-.Sq. feet U Dwelling=No. of Bedrooms................................ .....Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures ------------------------- ----------••• .... .................................•••-••••--------- W Design Flow............................................gallons,per person per day. Total daily flow.........._._.______...._......_............gallons. WSeptic Tank—Liquid capacity------------gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Width.................... Total Length..................... Total leaching area....................sq. ft. Seepage Pit No------------_-------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by--••.....-•••••••••-••-••-----•••-•-...................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ L� Test Pit No. 2.................minutes per inch Depth of Test Pit.................... Depth to ground water........................ y� f } Description of Soil........................... s f- x .. ---­---------------­------ ........................................................................ W ....................................................................................................................................................................................................... -------------I...................................................................................... ........... ---------------­------- - ---------------­ U Nature of Repairs or Alterations—Answer when applicable.._____..�. I .... _r�'�.............. :.;. ........... ------------------•----------------------•---•---•-----------------------------•------..............----•--••--------------•------------------------•--•------......................................... Agreement: The undersigned agrees to install the aforedescribed. Individual Sewage Disposal System in accordance with the provisions,of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been slued by the board pi health. Signe ..... _. �.,.,f,_. .. .. ..: .�, '`. c °_41„ --�l.r--r- FF�r Date Application Approved By....----•---•--_ ••-•/" ",$.=• Date Application Disapproved for the following reasons:----•--•----------------------••----•--•--------------....------------------•...---------- .............._ ••--•--------------------------------------------------------•••••--.......•--•---•---................._.._...........-•-•----••-•-----•---•-•--•---••••--•--•-•---•--•-- •------•-•-----_____-•--- Date PermitNo......................................................... Issued_.................. -------_____.-_-____-••-•-••-_..... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ......`...... ............OF ...: .... 4. ..................... (9rdifirair' of Tompliattrr THIS-IS RTIFY, That th Individual S a e DIs sal S stem constructed ( ) or Repaired ( �m by.........._,. r. ��t� [ ;Y. ... ..���, = .�.................................................... ••-•--•--. } 3 s ✓tRs_3 , i at... = � ' �..,� has been.installed in accordance with the provision s of TITLE 5 of The S ate Sanitary Code as described in the application for Disposal Works Construction Permit No.___.�_.3._44. /..... dated...----------------............................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRU D AS A GUARANTEE THAT THE SYSTERA VIAL ' NCTION SATISFACTORY. DATE.---.��.1..--- ....................................................... Inspector--• ----- ...------------------------•-------•--•-----•-------•--••-------.....--- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH No. ', - Q.�/✓ .............. ..).....OF.......��� � �.n' �1�'.:.... ............ FEE..., ZZ �io�o�tt1 or � !4Ix Permission is hereby granted_... r. = =- �!-• , �` ... to Consfru or Repair (, -an In�yliv' ual Sewage Di `osal System b ' -..y ' " : 1`J -7"`"----------------------------------- '�-- at No..._. .. .Y .-•-••. Street as shown on the application for Disposal Works Construction Permit No.............. ,,---- ated.......................................... i - - - -----------------------............. -...... ------------ / oard of Health DATE------------------r f -----•--•--------- FORM 1255 A. M. SULKIN, INC., BOSTON!'. - !- ' NOTES: ' n7 IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS STAIRS NON 1.)CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION ABLE 1 1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) ea - ,vd sd ,. \ - .*+ • -. 8 DIMENSIONS IN THE FIELD T 402. . INS N .. m 2,),CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS. �� - a a a aar w RNALUE xL aAe caA ra WALL . .,DETAILS.&FINISHES IN THE FIELD WITH OWNER •`7t m •^ ,\ , \ 3.)ROUGH OPENING HEAD HEIGHT OF WINDOWS AT +Iv+s mpFr.oE�l ,m+a - ' rd - zd * FIRST FLOOR TO BE 6'-10'ABOVE SUBFLOOR i NOTES: ALUES ARE MINIMUMS&LLFACTORS ARE MAXIMUMS. 4 - NEW ` - "' ' ALL CONSTRUCTION O CONFORM 780 R MASSACHUSETTS 2,1GH3 UEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR .5 ', 4J CONS T FO TO CM ' ..w STATE` - BUILDING CODE SEVENTH EDITION OF THE HOME OR R-13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL • h - \ }- , - ' 3.REFER TO IEGC 2008 CHAPTER 4 FOR ALL INSULATION&ENERGY REOWREMENTS DECK , 4 S) 1.10 MPH EXPOSURE B WIND ZONE,125 ASPECT RATIO a'RRAIBe - • ' \• - 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, \ `\ OR HORIZONTALLY W/BLOCKING AT EDGES,3-EDGE/12-FIELD NAILING • I N LOAD RING WORKS,INC.FOR ALL • W I N D O W SCHEDULE O. PROPOSED AND EXISTING DETAILS a • •. cENroffDAeovE _ . TYPE MANUFACTURER'S UNIT. ROUGH OPENING,..- REMARKS _ ," �� ••'. ON GAME s- .3.9. CA INSTALLATION A' PELLA" 3359 - 2'-9'3/4'x 4'-11 3/4' DOUBLEHUNG - `\ ) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLA ON OF ALL , SIMPSON COMPONENTS Aa rd _ +va m-+ '' 9d '`cd\ _ �10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS < B '- 21595359.2159 6'S 1/16'x 4'-11 314' 45°D.H.BAY i - AWNING - - - 1)VEPoFYALI.PLUMBING&ELECTPoCALDETAIIS W/OWNERS ON THE SITE D 2941-2 - DOUBLE CASEMENT 4'J't x/3'3 3/41 3/ ', BSAIIS FRENCH. _ - A. A ` c, +.• .�,\ DURING FRAMING CONSTRUCTION •>p..:,�. 'E 30 2'�3/4'x T•6'3/4.4 CIRCLE 12.)&THIS N ONE MILE OF MPH SOUND PER STATE F 3'-11 314", TRANSOM " UREA' F 2947 `7-5 3/4'x i E MASSACHUSETTS WIND SPEED MAPS - - G •2323 1'-11 3/4'x 1'-11 3/4' CASEMENT A7 - ,va - 2a_w - A` 7 . 13.)GLAZING PROTECTION PER 780 CMR 53012.L2 TO BEPLYWOOD-PANELS -H.. 2923` 2'S 3/4-x 1•-11 3/4• AWNING _ PROTECTION REQUI REMENTS ,1 3341 TA'3/4'x3'b 3/4' DOUBLEHUNG Pos TE'b VERIFY ALL WIND BORNE DEB -VEPo W/OWNERS PRIOR TO START OF CONSTRUCTION • I - 1 75 3/4 x 3'S 314 AWNING .. t.. 294 .. p : ., .. "�;} 14J TIMBER FRAMING TO BE SPRUCf"JPINEffIR N0.2GRADE f `-1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS .�. �, �. .,-_ -. - .. ._ , ., ` V .''NEW • 15.)GAS FIRED FORCED HOT AIR HEATING SYSTEM W/CENTRAL AIR CONDITIONING WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS `_ ` -FAMILY -' \� `\. _ .,16.)REMOVE EXISTING FIREPLACE&CHIMNEY.REPLACE WITH NEW WOOD FRAMED 2.PELLA CLAD ARCHITECT SERIES HURRICANE SHIELD WINDOWS a NEW. I I' `= A STUDY I i ROOM GASVER F`v° a \� FLUE CHASE FOR GAS STOVE.FINISH EXTERIOR IN BRICK VENEER •. - ;OW-E GLAZIRAL LIGHT TECHNOLOGY GRILLES 11. Au._T®cFrmol oEr�MA \ § ;16.)REMOVE EXISTING FIREPLACE&CHIMNEY.REPLACE WITH NEW WOOD FRAMED .. . (VAULTEDOEx ) - lw OWN FLUE CHASE FOR GAS STOVE.FINISH EXTERIOR IN BRICK VENEER. - WHITE CLAD EXTERIOR_ , . 17,)HAYDEN BUILDING MOVERS TO RAISE THE REMAINING STRUCTURE TO ALLOW VERIFY A P '.: . •" - .'` `'• " - CONSTRUCTION OF A NEW FOUNDATION UNDERNEATH:THE EXISTING STRUCTURE 3•SATIN NICKELOUHARDWARE RH O OPENING DIMENSIONS ON THE EXISTING BUILDING WINDOWS a CONSTRU .. _ r r AND PORCH TO BE RAISED 6'HIGHERNM ADDRIGN NAILING SCHEDULE H - T - 110 MPH EXPOSURE B WIND ZONE / JOINT.DESCPoPTION - NO.OF COMMON NAILS NO.OF 13OX NAILS NAIL'SPACING l ROOF FRM@!R 7F4"- GRIOSr RIMBWflDm�(EMOU&IID) a,ea' s1� r, �O . 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BV WmE N:EAVATEASHBID AUWNUM DW EDGE E x J TRAPPDlG WI FASCIA SOF W.A FRMM 7 1 S A7 1?DYPSUM BOARD BOARDS TO MATT]I FXBioJG III TYP.2.6 WALLS _ DETAIL AT ROOF B m SCALE:1/2'=V-W m Ti 6� II zzz I 2x10RAFTERS�18o� } MAw RODE BTRUCIURE .• - - h F t J TORAFTERS 18'uc > - MASI ILLTOVERT/ff .SPOSTFROM V/ 1 r-0• 1aa a A NAM(ROOF STRUCTURE BEAM TO RmOE sa 1r-0• ry�o D 4 D A6 C a � � _ 2.12 R 801RRD 0 NEW 2-1 11'.11 1/8'WL-^^-`-^-^-=_°' ExIBT.R BARD -_- NEW2-19I1•xli T/B•LYL ------ --- {xePOSTFROM BEANTO RBTGE - I I I I h A � ••-r s-1v. � C (SHED A6 S� 1v-0 r6 (SHED DOF0,23) B A5 21'd as yrg VJNNTTON) (ADDITION) (MOSTWO) ROOF FRAMING PLAN NOTES: 1.)ALL ROOF RAFTERS TO BE 2 x 17s UNLESS OTHERWISE NOTED 2.)USE(2)SIMPSON H2.5 HURPoCANE CLIPS AT ALL RAFTERS ENDS 3.)VERIFY GUTTER TYPE/LAYOUT W/OWNERS THE DESIGNER SH BE NOTMM 6ANY ®Q 4CO-WIT3BREW BAY RROAD GN, LLC NEW ADDITION/REMODELING FOR: CONSTRVMORS DR AREO� 43 BREWSTER ROAD ��RE FORT 00 ENT SCALE : R DRAWING NO.: MASHPEE,MA. 02649 �NrTRD�Ta�L„B:BDBD.a�N,RA�TDR PH.(508)274-1166 S C U D D E R RESIDENCE IN RIEBE ORAWB✓G91F OONSTR ICRON 1/4"- 1-0 coAa.1EN Ea ENCr NOTTFYINO T/B FAX(508)539 9402 o+n,NGSREOUMS>TmRRISEaF DATE THESE wuww0s ARE 3018Y FORTT�USE 224 SCHOOL STREET COTUIT, MA TT�EDRA�AN(�,�.DR„�,>rWRTTTEN CONSENT OF R�DESIGNER UNDER R� 11/27/2010 A8 �pppTCCfU W�L COP/MBM PfiD,ECIION l ' to lewjs pond Rood D) 58,80 60' \ W LewI5 Pond la>r -Zewis WETL -lull 9 0 Pond i �\ c� O c 4 LOCU Z / i School Street - WET 6 \6 �� 58.92 J Z) vs ` LOCUS MAPNOT TO SCALE ~ LEGEND --_ �---- _ ,6 ,��_ ����, � ����^ -1 77,, 59.51 -- 98--EXISTING CONTOUR __ —_—___ x 100.98 EXISTING SPOT GRADE 74 /^ _ ,x`a2 6�� `\� 4.71� W EXISTING WATER SERVICE \ W E�/V-l O 5 G EXISTING GAS SERVICE —O.H.W..—OVERHEAD WIRES TEST PIT -- �� \ \ �\ ' BENCHMARK WETLAND SYMBOL ALL DECK ,FOOTIN SH LL Bk SET OUTSIDE Oh \86 SHE PROPO�QD S.A`S. FOOTPRINT AND THE 86" -A�N 020-066 �\ IrTS CTiON POf2T/S SHAL\\NOr BE PLACED A N V4 V UNDERLIE TH THE DEG�K. A-rea=16,711t s.f.\1x`480,6�4 \ \ 'd 91.86_ 86.07 )8 7,4 to 4. W \ 4. \ R:© c �.Abut. Hse. ,r� 1o�� \ \` - \ o8-#232_ 911 _ -- — _ -- — N O r�-4 •86,09 ^� x 81,49 P P.C 'r' O IPROPOS �� 4Y VENT �\. 93.87 TA �� DgCK 12'x24' EXISTING S.A.S. /�, • TO 8'x2O' TO BE REMOVED AND/ x r �. V" ` I k 8 5,61 OR ABANDONED 70 .o s;s� } I EXISTING SEPTIC TANK 90% 6 B4 F 4 : �\ TO BE REMOVED 94.59 1rI 1 Garage Toss l� 87, OSED �9* 3FT 1 �\ EXISTING GARAGE o ITION H x•• 87,03 pA/ TO BE DEMOLISHED 01 15 5' TBM-1 AND ABANDONED x 93, Q8.06 Right cor. bulkhead 4, .\ r x 9(�6 PR POSED �\ EL.=88.49(Assumed) G RAGE 16.1, T. .S.=89. 5.5' , 86.93 jNOF P� MASS l �EXIS7-EXISTING qcy ' 1 TERRY °sue 89.26 HOUSE(#224) �� x . T-GAK �� ANN CA TOF=89.18 \ 5, 0 WARNER 92---_ Paved 95 A No.38721 i' Drive \� X 8 7,4 9 � Spot � SS�AVA SJ � T x 88,970 x I �- x ,31 8816 )� �0 91.01 0..13 8 1 FT-MAPLE .44 I MAPLE / I x 87,89 I 90.45 89.44 9,36 88, 9 x 1 6�8 TBM-2 `s ES of water shutoff s 1I ' 3 9.45 Fd9e �O po\ 1 F T EL.=87.93(assumed) Q� S q�, WETLAND DELINEATION i Sc * 87.63 � PETER T. VACCARO Environmental Consulting yoO 88.25 .0,9 GUY-WIRE eqc� — — j—�� < MCENTEE P.O. Box 955 o CIVIL Sandwich, MA 02563 ` co 3 R�2¢ UP/21S o. 35109 (508) 888-5855 (� 8' 87.50 REGISZ ZONING CLASSIFICATION: ZONE RF FLOOD PLAIN DATA V /� �y FSS/ \ SETBACKS: FRONT YARD=30' NON HAZARD—ZONE C �T a87.05 SIDE/REAR YARD=15' / �° x 1 MAXIMUM BUILDING HEIGHT = 30' WIND EXPOSURE CATAGORY: Exposur B Engineering by: Surveying by: SCALE DRAWN I JOB. No. PROPOSED SEPTIC SYSTEM SITE PLAN Engineering Works,Inc. WARNER SURVEYING 1"-20' P.T.M. 214-10 224 SCHOOL STREET COTUIT MA 12 West Crossfield Road 22 Long Road Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. (508) 477-5313 (508) 432-8309 11/5/10 P.T.M. 1 of 2 Prepared for: Roger Scudder, 224 School Street, Cotuit, MA 02635 i M ' NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL: 84.3 SEPTIC TANK FOR A DISTANCE OF 15' AROUND THE INSTALL RISERS & COVERS OVER INLET PROPOSED D-BOX 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 INSTALL INSPECTION PORT OVER END UNIT T.O.F.=89.18 (SEE HOUSE PLANS) CHARCOAL F.G. EL.=88.5t F.G. EL.=89.0(MAX.) f F.G. EL: 89.0t F.G. EL: 86.3-89.3(MAX.) VENT / MAINTAIN 2% GRADE MIN. OVER S.A.S. INSPECTION L = 10' L = 15' L = 6'(MAX.) PORT S=1% (MIN.) ® S=1% (MIN.) @ S=1% (MIN.) 4"SCH40 PVC 4"SCH40 PVC 4'SCH40 PVC 6" to"I 6 10.75" TO ta" INVERT INV.=85.25 48" LIQUID LEVEL INV.=83.90 ACID • 3 ROWS OF 7 UNITS AT 5.0'/UNIT = 35.0' GAS BAFFLE INV.=84.85 PROPOSED INV.=84.68 INV.=85.00 'D-BOX SOIL ABSORPTION SYSTEM (PROFILE) (4 OUTLETS) PROPOSED SEPTIC TANK ESTABLISH VEGETATIVE COVER PROVIDE NEW SEWER OUTLET BACKFILL WITH CLEAN NATIVE OR AT, OR ABOVE, INV.=85.45 PERC SAND TO TOP OF CHAMBERS NOTES: BREAKOUT=TOP TOP ELEV.=84:3,341, 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INV. ELEV.=83.90 INVERTS, PRIOR TO INSTALLATION. 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE TO BOTTOM ELEV.=83.00 -� GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED 2:83' STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 5' MIN. SEPARATION 3) INSTALL INLET & OUTLET TEES AS REQUIRED. TO HIGH GROUNDWATER EFFECTIVE WIDTH=8.5' EXISTING SUITABLE 4) GAS BAFFLE TO BE INSTALLED ON, OUTLET TEE NO GROUNDWATER, EL=76.6. MATERIAL AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. WATER SURFACE AT POND, EL.=58.8t USE 3 ROWS OF 7-ADS Arc 36HC UNITS WITH NO SEPARATION BETWEEN EACH ROW & NO STONE SEPTIC SYSTEM PROFILE TYPICAL SECTION, N.T.S. GENERAL NOTES: `SOIL LOG 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE 'LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. DATE: OCTOBER 6, 2010 (REF# P 13,088) 2.-ALL WORK_AND-MATERIALS:SHALL_CONFORM TO THE REQUIREMENTS SOIL EVALUATOR: PETER McENTEE (SE#1542) )-OF THE-STATE_-ENVIRONMENTAL CODE-,TITLE-V-AND-ANY-APPLICABLE WITNESS: DAVID STANTON-HEALTH AGENT � •�LOCAL RULES AND REGULATIONS-EXCEPT-AS"REQUESTED-BELOW: �310"CMRMr5�o5{,r)(b) - �-•variance to"the .3- maximum-cover requirement,-f6 5'sof` Eley. TP- 1 Depth Elev. TP-2 Depth t � Amax_cover�S.A.S.=-shdl6Zbe 'H-70 and;<-vented._- 3. THE"SEWAGE'DISPOSAL-SYSTEM SHALL''`NOT BE BACKFILLED PRIOR 87.8 A 0 87.6 A 0" TO .INSPECTION AND APPROVAL,BY. THE BOARD _OF HEALTH AND,THE LOAMY SAND LOAMY SAND DESIGN ENGINEER. - 87.0 10YR.4/2 10 1OYR 4/2 ' 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING B 86:6 B 12» FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN MED. SAND MED. SAND ENGINEER BEFORE CONSTRUCTION CONTINUES. 10YR 5/8 1OYR 5/8 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 85.1 C 33 "6 84.9 32" 6" C 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF PERC THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 48" HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. MED. SAND MED. SAND 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 2.5Y 6/4 2.5Y 6/4 AGREED UPON BY OWNER-AND CONTRACTOR OR AS OTHERWISE 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 CONSTRUCTION. 76.8 132" 76.6 132" 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 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). PERC RATE <2 MIN/IN. ("C" HORIZON) 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE NO GROUNDWATER OBSERVED INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. DESIGN CRITERIA 63.25" NUMBER OF BEDROOMS: 3 BEDROOMS a SOIL TEXTURAL CLASS: CLASS I 16" DESIGN PERCOLATION RATE: <2 MIN/IN. 34.5" DAILY FLOW: 330 G.P.D. DESIGN FLOW: 330 G.P.D. GARBAGE GRINDER: NO PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY TOP VIEW PROPOSED DISTRIBUTION BOX: 3 OUTLETS MINIMUM 60" LEACHING AREA REQUIRED: (330) = 445.9 S.F. FRONT MEW SIDE MEW 74 END CAP USE 3 ROWS OF 7-ADS Arc 36HC UNITS WITH NO REAR/TOP VIEW llilt i NOTE: UNIT AND SEPARATION BETWEEN EACH ROW & NO STONE TO CHANGE WTH0 TRATION NOTICE. PRODUCTABILI DETAL MAYECT SIDE VIEW DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) 4640 TRUEMAN BLVD_� v (Arc36HC Units) 21 UNITS x 5.0. LF x 4.80 SF/LF = 50.4.0 SF HILLIARD, OHIO 43026 __ Arc�36HCDETAIL a. DESIGN FLOW PROVIDED: 0.74(504.0 SF) = 373.0 G.P.D. ADVANCED DRAINAGE SYSTEMS,INC. UNITS_MUST BE-STAMPED Engineering by: Surveying by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM SITE PLAN Engineering Works,Inc. WARNER SURVEYING N.T.S. P.T:M 214-10 12 West Crossfie 0 Ha Road Long Road 224 SCHOOL STREET COTUIT MA Forestdale, MA 2644 Harwich, MA 02645 GATE CHECKED SHEET N0. (508) 477-5313 (508) 432-8309 11/5/10 P.T.M. 2 of 2 Prepared for: Roger Scudder, 224 School Street, Cotuit, MA 02635