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HomeMy WebLinkAbout1281 MAIN STREET (COTUIT) - Health 1281�1V1 t =, �w - ain Street Cotuit, A= 01° - 075 r ' No. 4210 1/3 pand(squan ESSELTE 10% o ® ® a csi ( � ' i i i TOWN OF BARNSTABLE LOCATION /ZJ?I MQf-�) St SEWAGE# 07- .3GI /� ,MILLAGE l U�i-r.�.7 ASSESSOR'S MAP&PARCEL C/ffI y7 S INSTALLERS NAME&PHONE NO. C c-Oeu totq F. f Y- d? '/0a? SEPTIC TANK.CAPACITY )�-OC3 li ,\U LEACHING FACILITY:(type) �a�'�Q `f I i§ze) NO.OF BEDROOMS (2 OWNER PERMIT DATE: 7-40 0-7 COMPLIANCE DATE: --ZOO-7 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility U // 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 C'FURNISHED BY 1p �'1 �.'pr�;cS GGC Aq �g•o �1 jys-o 3 �3 1(4 - a -� �S 3(v o r f � r r V_ �/ Fee lot) THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTAB_LE, MASSACHUSETTS Yes Z[ppYication for Mtopo$al *paem (fon0truction Vermit Application for a Permit to Construct( ) Repair( ) Upgrade Abandon( El Complete System ❑Individual Components Location Address or Lot No. i Zfs) OJT CbJev l'r Owner's Name,Address;and Tel.No. 3 1 1l5 e -%Ocw1. Assessor's Map/Parcel Qi�j Q^I � It t Installer's Name,Address,and Tel.No. Q Q! )t5 Designer's Name,Address and Tel.No. ��b.3 M-z�3 q w. a Type of Building: Dwelling No.of Bedrooms Lot Size SL i NO sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) `.3(o'c gpd Design flow provided ��O • gpd Plan Date (D`IL—Lo,0 Number of sheets 2 Revision Date Title 1ti� t VVIIhL► S T Size of Septic Tank `To% �1��f Type of S.A.S. Description of Soil win Nature of Repairs or Alterations(Answer when applicable) ►J-- uk �j �'� 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 Ith. Signed Date - Z 1 Loo Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. O —*3 , Date Issued °��� V tro�No. Fee ! •• i THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION.-- TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplicatton for �Dtopoal ii§�pgtenr Conaructton Permit Application for a Permit to Construct O Repair O Upgradej Abandon O ❑.Complete System ❑Individual Components Location Address or Lot No. Q_%I S T G(p4v l �. Owner's Name,Address,and Tel.No. on Arr,4,1 1-1 g+ ev%04-", S Y . Assessor's Map/Parcel (DI Yj (01 Installer's Name,Address,and Tel.No. 1.. �(�� )�� Designer's Name,Address and Tel.No. �� quLk C �<4 APB ��'7 Type of Building: f Dwelling No. f Bedrooms ) aZQp e o Lot Size s .ft. Garbage Grinder gt q g ( ) Other Type of Building No.of Persons Showers YP g ( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided �j($C� gpd Plan Date (p- I " Lo�'1 Number of sheets Revision Date Title 11F t tMgniln ST Size of Septic Tank 11��'np ►, bt ikS Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) �,� l)— LdtP4 , S Date last inspected: Agreement: r. 1 _ 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,Hbalth. Signed Date �< Z) ' LPa Application Approved by Date Application Disapproved by: Date for the,following reasons �r 2 si .Permit No.­k 270 I" � ' ,:3G p , .,. Date Issued Po,p THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded (V/) Abandoned( )b Y at (Z$( "k Yl 51_ �(,�,,t has been constructed in accordance with the provisions of Title 5 and the.for Disposal System Construction Permit No. 7� "'7� dated Installer 0,iAf10,1A&Q et'gS t'2 L Designer s #bedrooms G Approved design ow gpd The issuance of this permit shall t b cons,ued a a guarantee that the system w i�functioy/s i ned. TQ o Date Inspector ' O41;7a —— No. P00 7 — 3 6/—— Fee /�V THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS 'Wt5po5al *p!gtem Con5tructtort Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( bl�(--1) System located at and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of ih�ermi4., Date 9j" ��� Approved by . 09f13/2007 07:57 5084775313,1 ENGINEERING' WORKS PAGE 01 -0? j TOWR ®f le Thomas F Ga>ter,Al�rec>lor i . Y Pale ROOM Dimon i Thomas 1VIw9io,Dior a,Steeet,a'161de,h A..02M I; FAx. 508- k' 790.63A4 iWV s Sswe Twists Bert# if is On ' was issued a ' r. j?c=t to mst�a based on de � by E $s) 1 ! )z 09*.=fit t *tic'system refemced " whicfa ma in above*" iUed gubetatat�a�i,3►acc. to y clude or approved char ps such as lataw r, aoi►i' the br�x and/or septic taxis ; C:,Syystem ' G6d above'tiV88 iae jled yy►ith ' x 'list;relocationf the SAS or any vorticol'rui on 6t is acco4zcc with state,& 1 tta ut by d+reigner to follow. Lea dons, or I jkA DF PETER' T. _ 8 McENTEF s . ' CIVIL No.Spoo (AfFix Des*a a ) M.W401. CAM.-AM Ali gir 4 HW&%*MA4w,Cmtf81 6pi F 3 2b-04"dos i i E John A. Murray 4 Wyndemere Avon CT 06001 860-677-9109 mu rrayavon(a,comcast.net I April 5, 2007 Mr. Thomas A. McKean, R.S., CHO Director of Public Health Town of Barnstable 200 Main Street Hyannis MA 02601 RE: Order Letter dated March 9, 2007 regarding 1281 Main Street, Cotuit Dear Mr. McKean: I received your letter directing me to correct five violations of the State Sanitary Code at my house in Cotuit within 30 days of receipt,which was on March 24, 2007. I have talked with Meredith Morgan,Donna Morandi and Katie Barrett of your staff and they have been helpful in answering my questions and giving me direction. I am writing to tell you my plans to bring all violations into compliance and to ask for relief from the 30-day deadline for the completion of all work. I respect your public office,nature's ecosystem and people's safety and health. I have been quite anxious about the tight 30-day deadline and the prospect of paying$500.00 per day in fines. I take seriously my responsibility to correct the violations,and I will correct them. Plans for the non-septic system violations: 0 I will turn on the hot water and insure the temperature is right. ® I will post my name and telephone number. o I will install carbon monoxide alarms. O I plan to complete these three items on my first trip to Cotuit; expected to be in late April or early May. At that time, I will notify your office, so,an inspector can come and verify compliance. s v " 1 of 2 Plans for septic system violations: O I will hire a licensed engineer to obtain a permit,conduct a percolation test, and design a septic system that is in compliance. I expect to be able to have this portion of the work done by the end of May 2007,barring unforeseen delays in work schedules of all involved. o I will hire a contractor to install the system in accordance with the design. I would like to have this installation work done in the fall of this year, as I will further explain below. Pertinent facts: This house is occupied only in July, August and a handful of other weeks in the warm months. The house is completely shut down from mid-October to mid-April. I have the house fully rented for the months of July and August this year. The septic system,while not in total compliance,has not failed. The septic tank is 1500 gallons in size,which I understand is in compliance. I also understand that the property is not in a"zone of contribution." Request for relief from 30-day deadline: I would like an extension of time to complete the non-septic system violations until the 'end of May 2007. I would appreciate not having to expedite the opening of the unoccupied house. Also,the first tenant doesn't arrive until June 30, 2007. I would like an extension of time to complete the septic system installation until the end of October 2007. Because the system is not failing, I ask for relief to do the job in a thorough and orderly manner. I would appreciate having more than 30 days to allow for thorough evaluation and design work,to solicit installation bids from several contractors, to allow for un-expedited work from contractors who may be very busy and to keep my cost reasonable. Also, I would appreciate being able to do the installation work in the fall to provide my tenants with a mature lawn in the yard(versus a large expanse of sand if the work is done pre-July and August). Having a mature lawn is a condition my tenants expect and upon which the lease contracts were made. I appreciate your giving my request your consideration. I look forward to hearing from you. S' cerely yours, 2 of 2 k2Z L0tATION SEWAGE PERMIT NO.. LI/I lam; d`OIIAGE IgST 11 a AME b ADDRESS OR OVU ER R TT' DATE PERMIT ISSUED � 6 DATE COMPLIANCE ISSUED �� `- �°" •� r V Qa � 11 97.88 Q z f# N y� SAY IT 200.00' APN I5-075 Qap0 x 9 7.91 x ----- --I `` •� 24,290t5F Bluff Point Rd LW! 3 '� � j X f91,34 f Shell Lone Cross St Keela Rd tt S f / / / 1 i I P 0 No. 1281 / X 97.32 f f t f f f Pine Ridge Rd f 1 . Nickerson Rd e . . / / �/ / I 2 f r WD. FRM. j / VENT 6' f Sea St yt 98,80, r / x 9.g /DECK 7 27' 1 0 � � EXIST 1 DRYWELL COTUR ' > t r?-----W ` _ I 1 .._ _ _.. G 0 a LOCUS SAY{ n DECK : . I F �. � t •� V x 89:-49. _..._ _ _ — N o J J -f a t ,it f LOCUS MAP N.T.S. .9.1 � r k { ''- ......_94 x ,,•r`.`----__,35' , 1 `` 1 } r x 88.59 ap 160.0o { trP-1? T,P ' �; Get � � LEGEND if I ;` � / ,� � ' 78 l PROPOSED CONTOUR 99.09 4-'-`"-° "- - %t Irv% x 98,63ca�� // fJ �; W / l /fl{Jr`f 79 PROPOSED SPOT GRADE 99,11 x J a e r iAp f A BENCHMARK: ;r. ` EXISTING CONTOUR LT. COP, BOTT. STEP , ! _ ( 88,.577,,x 102.76 x EXISTING SPOT GRADE ELEV A9A UMED DATUMS `� F' ' / � '' `` - -•-�' ` Z _ O — t ' `75' TEST PIT x 98.6600 `t t .f W EXISTING WATER SERVICE fit I �.. ,' 200.00' BENCHMARK 99.29 x EXISTING SEPTIC TANK EXISTING S.A.S. TOP OF TANK EL.=95.89t TO BE PUMPED & � �cQ cyG INV,(OUT)=94.56t FILLED WITH SAND M ENTEE `.' GENERAL NOTES: E CIVIL r No. 35109 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 7. WATER SUPPLY IS PROVIDED BY TOWN WATER SERVICE. BOARD OF HEALTH AND THE DESIGN ENGINEER. 8. THERE ARE NO ABUTTING WELLS LOCATED WITHIN 150' OF THE S.A.S. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS ' - OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED j f� LOCAL RULES AND REGULATIONS. TO A CONDITION AGREED UPON BETWEEN OWNER'AND CONTRACTOR. CQ``I'l.�' / 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,TO VERIFY TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING PROPOSED SEPTIC SYSTEM UPGRADE DESIGN ENGINEER. CONSTRUCTION. ); 1281 MAIN STREET, COTUIT, MA 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. Prepared for: John & Ann Murray, 4 Wyndemere, Avon, CY 06001-3959 ENGINEER BEFORE CONSTRUCTION CONTINUES. AND REPLACE WITH CLEAN FILL AS SPECIFIED IN( 310 CMR 255(3). 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. )2. CONTRACTOR SHALL EVALUATE SIZE & STUCTURAL INTEGRITY OF Engineering by: Surveying by: SCALE DRAWN J08. N0. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF EXISTING SEPTIC TANK PRIOR TO CONSTRUCTION. REPLACE IF REQUIRED. Engineering Worky HOOD SURVEY CROUP 1"_20' P.T.M. 141-07 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 1 12 West Crossfie Road 18 Route 6A 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM., PURPOSES ONLY 0 Forestdaie, MA 2644 Sandwich, MA 02583 DATE CHECKED SHEET N0. HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. (508) 477-5313 (508) 888-1090 6/12/07 P.T.M. 1 of 2 .I °` NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.90.0 FOR A DISTANCE OF 15' FROM TRENCH VENT (BOTH TRENCHES) ELEV. TOP NO.1 AND 88.0 FROM TRENCH NO.2 FOUNDATION FINISH GRADE: 85,8(MAX.) (Existing) EXISTING F.G. EL.98.0t F.G, EL.85.0t MAINTAIN 2% MIN SLOPE OVER LEACHING AREA 36" MAXIMUM COVER INSPECTION RISER PIPE L = 38' 0 L =12' (MAX,) 6 IM 4" SCH 40 PVC 4" SCH 40 PVC 10" 14" S= 7.4% (MIN.) 6 0 S= 1.8% (MIN.) 11.5" TO 48" LIQUID INVERT LEVEL INV.=94.56t PROPOSED ADD GAS TRENCH N0.1 BAFFLE D-BOX INV.=90.67 2 ROWS OF 14 UNITS AT 4'/UNIT + 2 END CAPS 58.0'/TRENCH INV.=92.17 INV.=92.00 EXITING 1500 GALLON SEPTIC TANK TRENCH NO.2 SOIL ABSORPTION SYSTEM (PROFILE (SEE NOTE 12-SHEET 1) INV.=88.67 - N.T.S. ESTABLISH VEGETATIVE COVER F.G.EL.=94.0t BACKFILL WITH CLEAN SAND NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING (NATIVE OR PERC SAND) UNDISTURBED PIPE INVERTS PRIOR TO CONSTRUCTION. F.G.EL.=92.0t GROUND 2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN TOP EL.=91,0 310 CMR 15.221(2). INV.EL.=90.67 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BREAKOUT=BOTT,- Ilill I. (3) 5" DIA.OUTLETS 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE. TOP EL.=89.0 EL.=90.0 15.s' ts" a" � INV.EL.=88.67 2.8' H---•I SEPTIC SYSTEM PROFILE BREAKOUT EL.=80TT. EL.=88.0— Elul Ij TWICE THE EFFECTIVE WIDTH TRENCH NO1 5.6' .� O 12" 5' MIN. ABOVE GROUNDWATER 2,8 EXISTING SUITABLE 6" t5.5" i, 8" N.T.S. TRENCH N0.2 MATERIAL _T SOIL ABSORPTION SYSTEM (SECTION A—A_ ) H-10 LOADING 2" DESIGN CRITERIA D-BOX ` �` \\ \ \�\\ SOIL LOG NUMBER OF BEDROOMS: 6 BEDROOMS (EXISTING) R . \� \ \ �,. SOIL TEXTURAL CLASS: CLASS I \ \ DATE: MAY 31, 2007 (P-11,767) \ \ \� �\ SOIL EVALUATOR: PETER McENTEE P.E., C.S.E. DESIGN PERCOLATION RATE: <2 MIN/IN O Ll INSPECTION ��\ \\ \\ `-� ., WITNESS: DONNA MIORANDI - HEALTH AGENT DAILY FLOW: 660 G.P.D. ' oa DESIGN FLOW: 660 G.P.O. O 0 O TOP vlEw 191, \\\ TP-2 GARBAGE GRINDER: YES - TO BE REMOVED ..—.1 Elev. TP- 1 pepth Elev, Depth \, 93.6 0' EXISTING SEPTIC TANK: 1500 GALLON (ESTIMATED) ,\ FILL 92.8 0 LEACHING AREA REQUIRED: (660) = 891.9 S.F. TOP VIEW 1L5" 1 " FILL \\ 92.3 A LOAMY SAND 15„ 91.5 15' 74 A LOAMY SAND 4 - -34------� tovR 4/a S� 2 ROWS OF 14--QUICK4 HIGH CAPACITY CHAMBER (EFfE TI LE CT ENU VIEW SIDE VIEW �s \\ 91.3 28" 10YR 4/2 B LOAMY SAND 90.5 B LOAMY SAND 28 UNITS WITH NO STONE FOR TWO 58 0' TRENCHES 11END ICAART 90 1 10YR 5/6 42 10YR 5/6 BOTTOM AREA: (GENERAL USE APPROVAL FOR 7.93 SF/LF OF INFILTRATOR) MULTIPOR1__EN-D CAP 0.2 C 48" 89'3 0 42 14 UNITS + 2 END CAPS = 58.0'/TRENCH it 2 x 58' x 7.93 SF/LF = 919.9 SF SIDE NOMINAL CHAMBER SPECIFICATIONS nt a ...•..., ...,,.34" x 48" x 16" N EN H 60' DESIGN FLOW PROVIDED: 0.74(919,9 S.F.) = 680.7 G.P.D. SIZE (W A L x H). .•........... EFFECTIVE LEACHING AREA: N •t TRENCH.,..,....•...............•................. MED. SAND MED. SAND PROPOSED SEPTIC SYSTEM UPGRADE 1 7,93 sF/LF TRENCH N , ,� 2,SY 6/4 2.5Y 6/4 INVERT ELEVATGOgRA 0•BOX 768`, IN .........•..••'.t1.5' L CID INFILTRATOR SYSTEMS, INC. 8' � 1281 MAIN STREET, COTU IT, MA 4-----34=-I T SECTION VIEW OLD SAYBROOK, CT 06475 Prepared f John & A Murray, 4 W ndemere, Avon, CY .06001-3959 PH. (800)221-4436,FAX(860) 577-7100 N 82.6 13a" 8L6 132" Pare or: Ann ray' Y WWWJNFILTRATORSYSTEMS.COM NO GROUNDWATER OBSERVED Engineering by: Surveying by: SCALE DRAWN JOB. NO. QUICK 4 HIGH CAPACITY INFILTRATOR CHAMBER p PERC RATE <2 MIN/IN. ("C" HORIZON - TP 1) EngineedngWork4 HOOD SURVEY GROUP N.T.S. P.T.M. 141-07 INFILTRATOR CHAMBERS S.A.S. LAYOUT 12 West Crossfie0 Road 18 Route 6A Forestdole, MA 02644 Sandwich, MA 02563 DATE CHECKED SHEET NO. N.T.S. (508) 477-5313 (508) 888-1090 6/12/07 P.T.M. 2 of 2 ICE - \11-7 3 �\I ✓-ci(y 0 C prop.addition m O:..- 1 VV �/`V V �J CRAWL SPACE 10'DIA.P.T.ONCRETE 6 POST ABOVE � ATTACH000 POST BASE TO oNon BE wi e u NEW&THICK POURED CONCRETE I� �Q EXISTING FLOOR JOISTS b,anvM a I I I FOUNDATION BELOWON MIG' ROST UNE('4 MIN) a [� OPEN CONTINUOUS CONCRETE FOOTING �V V 1 .T.2r6 N— a p� — 2 1 N existing I SDI CRAWL PACE EW a :R �D, g w proposed —I 41 CRAWL PACE 0 zi #5 DO p 2'DUST COVER AS DO G O z M.U15T.OUf I I , G� EX19T.LMU PIERS TO IX19T.MD. I O — — — — — —— — —— — — I r I I STEP T.O.PND.WAIL DOWN 3O' , I L—_—__———FRAME 2�6 BEAR)GG OACRAWL SPACEO FUR,L——————IS.F—D.WALBE-flPBNN—!JIT REMOVE EXIST.FOUND.WALLS Ci THICK x 7-1 O'HIGH POUREDCO CRETE I N C I I CONTINUOUS CONCRETE FOOTIUNDATION WALL NG 8k l6' I " O Proposed I : I I I I I I FULL BASEMENT I 0 I 4'THICK POURED CONCRETE SLAB FLOOR a I I a I ON G MIL POLY VAPOR BARRIER OVER I meP CLEAN COMPACTED GRANULAR BASE B``E8RCCM I a I I e,d I L — 0-- - - - - O- - H J I rl KITCHEN uP II ex p lsT.DooR — Ul"T IN ww. DROP T.O.PND.WALL 24°HERE tl.IT.Or PND.WALL 24"MERE I TO RECEIVE 26 WP11 4'-3" I d-s" _ TO RECEIVE 2x6 WALL prop.addition C i— I( DEPRESS T.O.WALL -- D -- r \ T I 51L FOR BULKHEAD � BIICO'L' �SMTeRe'TL._ prop.addition BATM -- N pRw c� —— Z r I Or _—— STOOP 4'-I 3'-4" y . ------- DEMOLITION - yV.l_CL� I 26'-O.. ------- REMOVE EXIST.WALLS.H%IJRE5 I 1 O" EXISTING WALl9 WINDOWS AS SHOWN / a�--- �"� rev O I \\ 9AT'RAIL NEW WALL5 N I 1 m OF FOUNDATION PLAN uNeN I 5' I LSUK UP 0 4 I I 0 5 C I F O I 5 E 3 PmPDrod / II I O BATH > n — Prop MUD II A Z BUILTROOF I ^' LAUNDRY__ —J PROVIDE AROUND NEW FOUNDATION WALL PERIMETER: —N OUTD O ----- _ --- 5/8"GALVD ANCHOR BOLTS®MAY.72°N.C 6"-I2"PROM HIGHER n[sD /'�, 1 —— F 1 1 I END OF PLATES.USE 3'x3..I1W PLATE WA5HER5 D' N I t•/ ; ram.-aN —D — �,I I II I I REPRIG. - BOLT EMBENTMENT MIN. 7—PROVIDE CONTINUOUS(2)e4 REBARS O © I J ^ Q TOP♦BOTTOM OF MD.WALL O '— -- ATTIC ACCE5 i OR rI I O — eLINE OF F ,VLu• UL. VNFINISNEO ATTIC/STORAGE ARFAimtlw ADDITION ROOF SECOND FLOOR Z �- ----- L _ _ 5'�3'SHOWER Z V r— E REMOVE EXI5T.WALLS,nXURE5 eI prop. WINDOWS DOR5 AS SHOWN W U) o BATH 062 i I m I I mor j y �_ • • NEN m I I 0 O O N PreP^LAd m W v LL a I I n BEDROOM �. Z 0 I I 0 -- ---------- 1 1 P-P ° ( O a WALK INCLOSET ppR� @ .4 M O I ROOF 1 n O 5 I I I4'_6„ IIgO. m Q Q © mcc O I I Q o ' O PROPOSED 7N-s SECOND FLOOR PLAN =___= DEMOLITION a EXISTING WALLS 114"=1'-0" SillillOMMM NEWWAUL5 BILCO-0 BULKHEAD DATE: 10/28/2014 PROPOSED SCALE: AS NOTED FIRST FLOOR PLAN DRAWING* 1/4"=1'-0" Al - 3 `. !* 8 � F � WQ F a x U ---------------------------------------------------------- ---------------------------------------------------------- ---------------------------------------------------------- - -------------------------- -- _______________________-----____---'-'--'-------__'___-- ewating plate ht. _______ _________________________________________ _________________________________________ __________ _________________________---------------_--- ---------------------_ _________ _______ ________________________________ ----------------------- _________________-------------------------___________________ ________________________________________________________ ASPMAL ROOP 5MINGLES _____________________ ______________________ ___________ _ ________ TO MATCH EXISTING ---- — — ---------------------- -------------------- ------- D NEW ANDERSEN OM WINDOW C' ________________________________________________ _____________________________________________________ El TRIM TO MATCH EXISTNG _____________________________________________________ ----------------------- ------------------------------------------------___________ Wj ___ _______________________ ______-----___________ _________________________________________________________________________________ _______________ ____ ------� NEW ANDERSEN WINDOWS eMstinp sewndo« _floor__ _________________________________________________________________________________ __ TRIM TO MATCH IX15TINC exisllno semM flow ALL TRIM DETAILS TO i MATCH EXISSTING TRIM IL517E VERIPI I WHITE CEDAR SMATCH E I O Ell O EXPOSURE TO MATCH EXIST.M. A i A i I I fill EXIST.DH WIN DOW5(3) —_- IN NEW LOCATIONS -- ems./prwwed first it= -- _- existing first fl— -- 03 LE tap of ptoomed 1M.wall M top of Proposed fw.veil(vesU ALIGN BOTTOM CP SIDING I � I proposed flNshed pmda I I I I I I I 11 I STEP DOWN T.O.FND.WALL PROPOSEDf Jr i i i i 11 I i SOUTH (left side) ELEVATION ______J I op of vrw.basement ab I — I 1/4„-V-0" _ —— -------- Li --------------- — — — ----- ---------------------- existing house ' proposed addition I proposed addition existing house PROPOSED NORTH(right side)ELEVATION 1/4°=T-0° existing house exist.ceiling ht. exist.Plate ht axial.w.n.ht— It — W Z W axialm wma no« C WINDOW&EXTERIOR DOOR SCHEDULE - • y� KEY ROUGH OPENING W x H ITEM If STYLE MATERIAL W ALL TRIM DETAILS TO MATCH EXISTING TPJM y A 2'-6 1/8'X 4'-0 7/8° TW2442 ANDERSEN TILT-WASH fy1 DOUBLSHUNG WINDOW Vd11TE VINYL CLAD 517E VERIFY © T-67/8"X 4'-47/8" TW24423 ANDERSEN TILT-WASH 611 DOUBLSHUNG V040ON WHITEVINYLCIAD O ICY t) TRIM TO M T WINDOWS OU TRIM TO MATCH IXISTNC © 2'-2 1/8°X 4'-0 7/8° TW20310 ANDERSEN TILT-WASH 8/1 DOU8L67iUN0 WIIJDWV WHITE VINYL CLAD O F C O 2'-4 718°X 2'-4 7/6" AW251 ANDERSEN AWNING WINDOW WHITE VINYL CLAD U)Q Z OEXISTING Off DWBL6HUNGWWDOJJ WHITE VINYI CIPD adsl./proposed tirsl flo«_- Ld Inc z O F EXISTING SLIGHT DOOR G G O Yn c Q F T-2 3/8"x 6'-11- 3'0"x Us- BASEMENT DOOR-S PANEL w o/iM.wan(n«N 8 souA) c b 'y � �'p W I lop of Proposed Ird.veil(wesU � m G T. tLl Droposed flNsheol prade I IBILCO'C BULKI'(EADI ( I ( I W INTERIOR DOOR/WINDOW SCHEDULE I I I I KEY ROUGHOPENING WxH SIZE STYLE MATERIAL I I I I tw of prop.basement slab DATE: 1012812014 , 38-X83" 7-10"XBA" RIGHT HAND SWING 00«t-BPNB SOLID CURE MA9JfQiE rI 1�--=--�--- -- 2 38"xSW 7-11r Xe4" L HANDSWINGDOOR-aPNB SOUD CORE M TE L_______________________I______-J____ 3 32"x83" 7-V'Xe4" RIGHT HAND BWINGOCCP- M SOLID CORE MATE SCALE: AS NOTED R proposed addition _ 4 26"xe3" 7-D"xe$ RIGHT HAND SWING DOOR-6PN8 SOLID CORE NLIANdTE r- 5 32"XBW 7-6"xe4" DOUBLE DOOR-3PA SOUDCORE—TE PROPOSED DRAWING#: 8 32'X 75"H- 7-B°x eff ATTIC ACCESSDOOfI SOLID CORE AW9FItE WEST(rear) ELEVATION A2 - 3 r @ ROOF RIDGE: a T4 SIMPSON LSTA 159TRAP5O EVERY RAPIER �^ Z 2x 12 RIDGE BOARD MISTING aTAX,7IAQ � exlsi,teflln0 At. t•y� rrt a SbCj ewst.Plate ht. $LL O e�1m.w.n_nt. 21 WAUS g 2x10 ROOF RAFTERS®I6'O.L. 12 anElVd IR 2.10 ROOF RAFTERS @ IG•O.C. e W/5 R CDX PLYING.SHEATHING@IG' a �7 I/2 jl,®� W/51&COX PLYWD.SHEATFII NG a «�a 8 ASPHALT ROOF SHINGLE5 Inal in am above prop.mal�n BATH \ ® ASPHALT ROOF SHINGLES Q�I 2.10 CEI LING JOISTS @IG'O.L. UNFINISHED IC ISTO AREA SPRAY IN INSULATION NEW Z,9llmr)olste®to O.C. \ 2.8 CEILING JOISTS @ 10 O.C. W/I/2•PLYWD.5UBPLOOR BTWN ROOF RAPIERS SOPS wM exist.t dIII _ W/I/2"PLYING.SUB^LOOR FL�i X LINEN TO MALL 62 O ATTIC ESS DR SIMPSON H 2S HURRCANE CLIPS V m aNsl.setnn0 ilea HURRICANE CLIPS ekst."Pow Iloor @ EA.RAPIER @ EA.RAPIER F is. AL U M.GU77ERS ON U -- I x FASCIA BD.a ROOF O.H. t 9I4'x 8 ta'LVL-dh DETAIL TO MATCH EXISTING 666 (S) o r L EXIST.DH WINDOW ANDCII DH WINDOW = EXIST.DH WINDOW ANDERSEN IN NEW LOCATION H F IN NEW LOCATION I DH WINDOW P- F prop. PmPOse4 N K MOP. ps-p W I N Ut BATH BEDROOM �p LAUNDRY MUD ROOM 2x6 EMER.STUD WALLS W/ d 314"T*G PLYWO.9U5PLOOR ON I Q U FBGL.IN5ULATION R 15.11 FLYWD. 3/4'TAG FLYING.5UBPLOOR ON U 9 1/2'A1520 ALUOIST I5T FLR 2xG eXTER.STUD WALLS W/ ¢ Silt NG.HOUSE WRAP4 W.C. 9 112•AJ520 ALU015T 15T PLR F JSTS®IG-O.C. I FBGL.INSULATION R 15.10 PLYWD, t= g SHI NGLe5 @ EXPOSURE TO MATCH EXI5T. O MUD RM J5T5 @ I G°O.C. N O ALIGN WITH EXISTING FLOOR 5HEATHING,HOU5E WRAP a W.C. O go ALIGN WITH EXISTING FLOOR 5HINGLE5 @ EXPOSURE TO MATCH EXIST. eNs[./propose0 first floor __ ~ eHsl./Prapose0 lust Ilm� _ _ _ top of Intl.well(north&squill SOLID 6x or FRAME SHORT 2XG WALL WSTING 5nrLCTLRE 50LID G. or FRAME SHORT 2XG WALL prqPlarad -- ersLno CRAWL SPACE ---- (2)94 KEBABS W/IN 12'OP TOP '• —_ CRAWL SPACE P.T.2x6 SILL PLATE W/,4°ANCHOR -I— r I I III_ NEW&THICK POURED CONCRETE _ _ BOLTS@MA%.72°O.G.46'-12'PROM :III_ s Pfaptae0 e I f END OP PLATES.USE 343•xl/4°PLATE I~� - ICI I�I FOUNDATION WALL ON B'kl6" IJ WASHERS•BOLT EMBENTMENT MIN.7' 2'DUST COVER CONTINUOUS CONCRETE FOOTING I� FULL BASEMENT BOTTOM TO BELOW FROST LINE('4 MIN) I 8"THICK x HIGH POURED FOUNDATION CONCRETE FOUNN DATION WALL 0k16° I EXISTING FOOTING CONTINUOUS CONCRETE FOOTING (2)A4 REBARS W/IN 3'� OP BOTTOM 4"CONCRETE SLAB FLOOR G MIL VAPOR BARRIER OVER GLEAN COMPAPA CTED GRANULAR LAR BASE. 2G'-CF /S2N SECTION MUD RM,LAUNDRY&BATH 3 1/4'=I-0F S1 SECTION @ MASTER SUITE 3 1/4"=r-0• prop.addition prop.addition — Ib N In i U 0 O L 'o EXISTING ROOF TO REMAIN �- I W fi Y m f2 V m og L¢ry I z cfi 2 LINE OF EXISTING e k 6 s10 I U W g 5ECONO FLOOR Z " Q I O ~ Z w o D_ ci a D —� a � z o o I I o �• �' W to .. I �a I L a ILL (g��0, ro I W I O Z Z mI rr Z a x le O p J O 8 tV O �ss� O LU I I : g LU n 8 a I I ILLJ I o I J (3)2x10 HEADER DATE: 10/28/2014 • SCALE: AS NOTED ri SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN DRANANG#: 1/4"=V-0" EXISTING WALLS 1/4"=T-0" EXISTING ROOF NewwALLS 3 NEW ROOF AA w 3 97,88 '� �� 17 /YO/fi rlol s- jAV BL'U J � C Z 4 m T COTUR 200-00' SAY APN 18-075 e 97.91 x _. 24,29Ot5F PA PDSr s Shell Lane Bluff Point Rd RD-DiT7�� x 91.34 ., '� x 85.17 0 U. Cross St l Keel° Rd 97.32 Pine Ridge Rd f 2 CJ.�'�/ 11.2, Nickerson Rd VENT 5.6' Sea St c`o 27 98.80 x ,,._ i' _,..._,� x _9g -. ��._gZ 47 i g iy 9 Lil r; 0 � EX1 ' � lOr u DRYWELLcaruff W--tea o ¢ LOCUSSAY m (1) Y x 89:49 N a U v, N ,y 1. ... Q I LOCUS MAP N.T.S. 14 x35' x 88.59 00 00.00 !TP-1; LEGEND _ T.p Id z z 78 PROPOSED CONTOUR 99.09 z 1; 79 PROPOSED GRADE - _ 0 99.11 x 98.631 SPOT RAD EXISTING CONTOUR BENCHMARK: , LT. COR. BOTT. STEP 88,57 x 102.76 x EXISTING SPOT GRADE E"ATION - 99.05 (A55UMED DATUM) ;^ 7S. ® TEST PIT x 98.66 ao .Ic�L D-gi C. W EXISTING WATER SERVICE 200.00' BENCHMARK 99.29 x Dy -0i4JV EXISTING SEPTIC TANK' EXISTING S.A.S. f TOP OF TANK EL=95.89t TO BE PUMPED & -Tai.-Y !�> 210� INV.(OUT)=94.56t FILLED WITH SAND o� PETER T. o TEE GENERAL NOTES McENIL o CIVIL No. 351.09 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 7. WATER SUPPLY IS PROVIDED BY TOWN WATER SERVICE. p BOARD OF HEALTH AND THE DESIGN ENGINEER. 8. THERE ARE NO ABUTTING WELLS LOCATED WITHIN 150' OF THE S.A.S. A �£��S11 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS IA OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED' I z�a'. LOCAL RULES AND REGULATIONS. TO A CONDITION. AGREED UPON BETWEEN OWNER AND CONTRACTOR_' 3. TO SEWAGE INSPECTION AND APPROVAAL L BY BY THE SHALL NOT BE BOARD OF HEALTH PRIORAND THE 10. IT SHALL BE THE LOCATIIONTHE OF ALLPUNDERILITY OF THE GROUND UTILITIONTRACTOR TO ES, PRIOR TO BEGINNING PROPOSED SEPTIC SYSTEM UPGRADE DESIGN ENGINEER. CONSTRUCTION. 1281 MAIN STREET, COTUIT, MA 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S_A.S. Prepared. for: John & Ann Murray, 4 .Wyndemere, Avon, CY 06001-3959 ENGINEER BEFORE CONSTRUCTION CONTINUES. AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 12. CONTRACTOR SHALL EVALUATE SIZE & STUCTURA;_ INTEGRITY OF Engineering by: Surveying by: SCALE DRAWN J08. N0. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF EXISTING SEPTIC TANK PRIOR TO CONSTRUCTION. REPLACE IF REQUIRED. EflglneefIflgWq?�b HOOD SURVEY GROUP 1 °=20' P.T.M. 141 -07 12 West Croesfie Road 18 Route 6A THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF DATE 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY 0 Foreetddle, MA 2644 Sandwich. MA 02583 CHECKED SHEET N0: HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. (508) 477-5313 (508) ass-logo 6/12/07 P.T.M. .1 of 2