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HomeMy WebLinkAbout0175 COBBLE STONE ROAD - Health 175 COBBLESTONE ROAD 1 BARNSTABLE f Tripp,Vanessa From: McKean, Thomas Sent: Tuesday, February 01, 2022 9:54 AM To: Tripp,Vanessa Subject: Fwd: 175 Cobblestone Rd, Barnstable Road - Septic System Capacity Follow Up Flag: Follow up Flag Status: Flagged Vanessa is there anywhere to add my note regarding the septic system (below)to the file? Begin forwarded message: From: Nik Atsalis <Nik.Atsalisgraveis.com> Date: January 31, 2022 at 6:14:36 PM EST To: "McKean, Thomas" <Thomas.McKeangtown.barnstable.ma.us> Cc: "Crocker, Sharon" <sharon.crockergtown.barnstable.ma.us>, "Tripp,Vanessa" <vanessa.trip_pgtown.barnstable.ma.us> Subject: Re: 175 Cobblestone Rd, Barnstable Road - Septic System Capacity Thank you. Is there a note in the file with that explanation? Regards, Nik Atsalis Realtor William Raveis Real Estate 812 Main Street, Osterville, MA 02655 Mobile: (508) 360-8996 Fax: (508)428-0875 VISIT MY WEBSITE RECEIVE REAL ESTATE ACTIVITY IN YOUR NEIGHBORHOOD 1 z From: McKean,Thomas<Thomas.McKean @town.barnstable.ma.us> Sent:Tuesday,January 18, 2022 3:19 PM To: Nik Atsalis<Nik.Atsalis@raveis.com> Cc: Crocker, Sharon <sharon.crocker@town.barnstable.ma.us>;Tripp,Vanessa <vanessa.tripp@town.barnstable.ma.us> Subject: 175 Cobblestone Rd, Barnstable Road -Septic System Capacity The Health Division calculates the existing septic system capacity as follows: 252 sq.ft. X 1 gpd/sq.ft = 252 gpd 64 sq.ft X 2.5 gpd/sq. ft = 160 gpd TOTAL = 412 gpd This system is sufficient for three (3) bedrooms utilizing the Title V calculations which were applicable at the time this existing septic system was designed and installed. On Jan 14, 2022, at 4:15 PM,Nik Atsalis <Nik.Atsalisnraveis.com>wrote: Thomas, Thank you for your time yesterday. My effort when listing a home is to be accurate when questions are asked, especially when it comes to septic systems. To summarize our conversation for accuracy sake from my end; Looking at the Sewage Disposal System plan's design data. Based on the calculations you went over with me, the bottom leaching area is 252 sq ft x 1 = 252 gallons per day, the side leaching area is 84 sq ft x. 2.5 = 210 gallons per day. The total is 462 gallons per day. So, this system can accomodate 3 bedrooms. Is that correct? Thank you. Regards, Nik Atsalis Realtor William Raveis Real Estate 812 Main Street, Osterville, MA 02655 Mobile: (508) 360-8996 Fax: (508)428-0875 VISIT MY WEBSITE RECEIVE REAL ESTATE ACTIVITY IN YOUR NEIGHBORHOOD 2 FEs......S.a.!— THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ............................... Appliration for Uiap.ag al Marko Toniarurtivit firrutit Application is hereby made for a Permit to Construct (L,�'or Repair ( ) an Individual Sewage Disposal System at: ��ocation:-Address or Lot No. ... ......_Y...��'CO es... ............ ... Owner Address a --- ----------------------------.-----------------.---------------------------------------•= ------ Installer Address dType of Building Size Lot....6y_S__T L-......Sq. feet _t" Dwelling—No. of Bedrooms.__..__....................................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ............... No. of persons....... Showers — Cafeteria a YP, g ------------- P ( ) ( ) Q' Other fixtures ........................... W Design Flow............z- ..__7?>�! -___gallons per person per day. Total daily flow..............Z _._...............gallons. 9 Septic Tank—Liquid*capacity.Znj?�e.gallons Length___ Width_4Y6//. Diameter________________ Depth.-�/-!�" W Disposal Trench—No. ........./.._....... Width...... �._.... Total Length....q........ Total leaching area...3�.(......sq. ft. x Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) '—' r f Percolation Test Results Peromed by._..j 16 t!'✓' ...G_ ............ Date c.. ... _'`� .�z j__� __.. a y a Test Pit No. 1..G..Z....minutes per inch Depth of Test Pit--- _.____ Depth to ground water------------------------ Test Pit No. 2...G_.z._minutes per inch Depth of Test Pit...Z ..... Depth to ground water........................ �+ •---•-----------------------------------••------•--•------.........--------------------..._............----------•-------•-•....----......._....----•-••---- O Description of Soil............ . .........G.-.°:/g.,-a&,gvc. - � 7Z- AlG = -SAD.. V ���/ " vs -•-Pia.3'-�•' ....yls �'n� s-----------•--- --- W ------------------------------------------------------------------------•---------------•-----------------------•------------------------------------------•--••----------------•------------•-•....... VNature of Repairs or Alterations—Answer when applicable............................................................................................... Agreement The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iIIL U 5 of the State Sanitary Code— The undersigned further agrees not to place the system in r --- operation until a ificate of Compliance has been is e by the oar o health. Signed- _ :` ......-- Date �- a. Application Approved By-••--•-tfllowing .. . - . -- ----•--•--------•------ •---•-----•-• -----� Da Application Disapproved for th reasons:-----•---------------------•--•-------------------------..........------------.... --------------•------------- •.........••••-•-----•-•-•-•-•-•------•...•-------------•---•----•--•--------•--......-•••-••-•••---•-•---•---•--....--••-•----------------------•-•--- ----•-----------------------•-------•-......... QC Date Permit No...��..------.. ............... Issued........... ..a .. 1 Date .................. --- ` THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .................I W ./..--.....oF.... ��s� � = Appliration flan s Vini al Works Tons rnrtiun anti# Application is hereby'`inade for a Permit to Construct (L,.�-or Repair ( ) an Individual Sewage Disposal System at: 1Q<----- ---------------------------•------•LoT-----••....--•--•-•---•------------......-----...----- Location-Address or Lot No. l.�/1/� .-•-•�r'A .-•-----------•.................. .................................................................................................. Owner Address..a .�� ....... s �Oa.Q. ..... ....... ............ .............--------------------------- Installer Address UType of Building Size Lot... ......Sq. feet t- �-, Dwelling—No. of Bedrooms............4...........................Expansion Attic ( ) Garbage Grinder ( ) Other-T e of Building No. of persons............................ Showers a YP g ------•--------------------• p ( ) — Cafeteria ( ) Otherfixtures ----•-_---------------------------------•-----------••----•-------•------•---------------•----•---•-----•--•-•-•-••--••--•--•---•-•••..........--• w Design Flow.............2_•z:v....7mr&i._._gallons per person per day. Total daily flow.........._.._Z7.,-Q..................gallons. 9 Septic Tank—Liquid capacity_J-Pow.gallons Length___ Width..&AZ". Diameter................ Depth.S___f�lt,`. Disposal Trench—No. .........{.__..... Width------121�........ Total Length-----/..a.!....._ Total,leaching area___33_`......sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.... -4 ------------ Date..f�!1.1Z f_�1 �____-- Test Pit No. 1..L.. ___-minutes per inch Depth of Test Pit---- .4A'_.... Depth to ground water........................ rz, Test Pit No. 2.....;/.. _..minutes per inch Depth of Test Pit....L44-''_... Depth to ground water...................... a •--•••--••••/----•---••---••--•..............•---••-----••---•-•.....•-•-----........---•----•-•---•-......................................................... O Description of Soil--•------...0.._`p.4s."..`C? .........G. _/c: -„_ta�� tom" e------- .......7.Z.._l'?e!"p...... ......... h!< —�s -----------------------------.-------------------------------- w UNature of Repairs or Alterations—Answer when applicable................................................................................................ ---------------------•--........--••-----------------------------------•---••-••--••--------•...•••-••----•---•----•-----•------------••-----•-----------•---------------•-------'----•--•-----•......-- Agreement: >r' The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITIE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. +�Signed-----y D Application Approved By......... _ .__.. .... ! ......-e Application Disapproved for th llowing reasons---------------------------------------------------------------•-•-----•-----•----- ---•-- ............... Date Permit No. .... .. .... Issued.------ p �} Date THE.COMM'ONWEALTH OF MASSACHUSETT '%; BOARD OF. HEALTF b ' ..........................• Trr iriratr of Tit fiFanr THIS IS TO CERTIFY, That the Individual Sewage D> osal System constructed (,,.)-or Repaired ( ) Installer has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.......................................... dated_.------ ...................................... THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. s DATE..................•)•..- _____________....••.....--------•------••-------. Inspector_ .. 4 a ti ............ THE COMMONWEALTH OF MASSACHUSETTS \ , BOARD OF HEALTW" '\, , .... .W ti....of.......,.3��Y�v :T%9.rG4`'...... No._.•._-F 3 1o. FEE........................ Disposal Workii Tonot n ton antis Permission is hereby granted...___. . �"._ __ +�✓' WTI,i'ls-e-eVF-.(,A.................................................................... to Construct ( �or�Repair ( ) an Individual Se4(age Disposal System Lio. ............................................ ------------------•----------•---------------•------------------------................ Street s as shown on the application for Disposal Works Construction Permit No..................... Dated.......................................... ................................ ----- - -------•-- d f ealth at DATE.--•--.... .- •....................•--••--------- FORM 1255 A. M. SULKIN, INC., BOSTON � c. / 0 10 Iti N b o of � �///•�/ --�y' � aN i 24'� w 3° P/zv�os� �P tia w.rr1, A.O C /1/07�- �Ztfl/s�7v�3 B.9s�D 0A1 LOCATION . .�-�.r?!�!ST.gSG SCALE . . . DATE PLAN REFERENCE OF c> EDVAl G u 6 . F,Osq _ P I CERTIFY THAT THE ....... .. ...... SHOWN ON THIS PLAN IS LOCATED ON THE AROUND AS SHOWN HEREON AND THAT IT CONFORMS TO THE SETBACK REQUIREMENTS OF THE TOWN OF WHEN CONSTRUCTED. DATE . . . . . . AJ&-;e REGISTERED LAND SURVEYOR r sHT z of z sf/Ez Ts TOP OF FOUNDATION CONCRETE COVER e CONCRETE COVERS "a 4"CAST IRON °'. OR SCHEDULE 4 2 MAX. 12"MAX. P.V.C. PIPE 4"SCHEDULE 40 PVC-(ONLY) ` PITCH 1/4"PER.FT. PIPE- MIN. tcra4-I PITCH 1/4'*PER.FT. rn�cN PetrrasT INVERT u D��1lsso2 EL.. Z/.00 d o'. SEPTIC TANK INVERT INVERT e n� W e:; 3 DIST. e INVERT EL..ZR • , BOX ELZ7,.7.7, >_ dodoGAL. .� .. INVERT INVERT / ° '�� 3/4��T0 11/2 e; EL. LS,g3.. ,. .�. `fEL�7r`J¢ Z7 Lo o EL...c..... •. U. WASHED w STONE ze • NaNG PROF)LE OF GROUND WATER TABLE SEWAGE DISPOSAL SYSTEM NO SCALE z97z SOIL LOG WITNESSED BY : DATE Ta•y /Z /9B¢ TIME.�o;oo A" . . f/"A/ �,4cl 4r/. . BOARD OF HEALTH TEST HOLE I TEST HOLE 2 L'UWArzD /CZGE�/ ENGINEER ELEV-3040. . . . ELEV. .?9 Bo. . . —/77 77)777- 7777,7;M 777,Tr eL30•/" R �9,30 DESIGN DATA i8" C,eaveZ Grt,w/,z -lZ•Z9./o Z4 E2.Z7.8o NUMBER OF BEDROOMS ^��• r/,yn. TOTAL ESTIMATED FLOW . . :??d. . . GALLONS/DAY �o BOTTOM LEACHING AREA z'Sz. . . SQ.FT. /PITle p,p. • Bo 7zr EZ.Zrj,Co SIDE LEACHING AREA . . . SQ.FT./ PIT/L/o CAI% 8¢ GARBAGE DISPOSAL No¢/t:• •(50% AREA INCREASE) �siGKb'n TOTAL LEACHING AREA . 336 SO.FT N/� i"rNE'•S PERCOLATION RATE 4�P5. 77� .MQ. MIN/INCH /44r e2./7,80 LEACHING AREA PER PERCOLATION RATE . ¢6Z. SQ.FT.k;p,D, .... . .WATER ENCOUNTERED NUMBER OF LEACHING PITS LNxJcN ?7ZG-?!cN CaNs/sTiNG aF 3 APPROVED . . . . . . BOARD OF HEALTH . . 7J/Fi�t/S:So/Z.s �V/Tt/ � 4�STD�/� p/✓AZL.S/D�. DATE . . . AGENT OR INSPECTOR �p&1H OF EDIT` LoT �B IFLca e n. 26100 7 FcISTt l3� 7ABt.� !J,ASS � L L T� �. sor[AR1A� PETITIONER : CNc� yRZG'ou� ,zyt3� r t x m 3i6 -6� LOCATIONSIE_WAGY^EI(]pIERMIT NO. VILLAGE A & B CESSPOOL SERVICE ..' 128 BISHOPS TERRACE, HYANNIS, MA 02601 B T OR OWNER r #" '1 DATE PERMIT ISSUED DATE COMPLIANCE ISSUED bt 10 t+ v �� a YOU WISH TO OPEN A BUSINESS? For Your Information: Business Certificates COST $3,0.00 for 4 years. A Business Certificate ONLY REGISTERS YOUR NA, E in(WHICH YOU MUST DO BY M.G.L. - it'does not give you permission to operate). You must first-obtain the necessary signatures ont he form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1" F1., 367 Main St., Hyannis, MA 02601 s oQrn the Business Certificate that is required by law. (Town Hall) and net "'Fill in please: DATE: �' A� ;��b) 341 I APPLICANT'S n 1 YOUR NAME: B ,':nl' °` M > r BUSINESS r. rr YOUR HOME'ADDRESS: t �� _ � 0 TELEPHONE # Home Telephone Number: g - (off - yqd NAME OF NEW.BUSINESS\ ark TYPE OF BUSINESS IS THIS A HOME OCCUPATION? YES NO Have you been given approval from the building division? 'YESNO ADDRESS OF BUSINESS AP/PARCE L NUMBER 3I When starting a new business there are several things you must do in order to be in compliance with the rules and regulations Barnstable. -This form is intended to. assist you in obtaining the information you may'need. You MUST GO TO 20 of the Town of Yarmouth Rd & Main"Street) to make sure you have the appropriate permits,acid licenses required to legally operate our business of town. y q g Y P Y ess in this I. BUILDING COMMISSLONER'S OFFICE This.individual:has been informed of any permit requirements that pertain to this type of business. Authorized Signature** COMMENTS: 2. BOARD OF HEAL'T•H This individual has"C.en ' ,form dd the permit requirements that pert.ain to this type of business. MUST COMPLY WITH ALL Authorized Signature** HAZARDOUS MATERIALS REGULATIONS COMMENTS: -------------- 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain io this type of business. Authorized Signature** COMMENTS: M � �3 TOWN OF BARNSTABLE Date: /0 i I TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAME OF BUSINESS: R 0.���0 BUSINESS LOCATION: \'1 S C���,�p Zaw,SA N` INVENTORY MAILING ADDRESS: Sc.�-.e TOTAL AMOUNT: TELEPHONE NUMBER: , CONTACT PERSON: ` * EMERGENCY CONTACT TELEPHONE NUMBER: c,SOg MSDS ON SITE? TYPE OF BUSINESS: k4v.. R_ Caa-e / INFORMATION/RECOMMENDATIONS: Fire District: Waste Transportation: Last shipment of hazardous waste: Name of Hauler: Destination: Waste Product: Licensed? Yes No NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The board of health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed / Maximum Observed / Maximum Antifreeze (for gasoline or coolant systems) Miscellaneous Corrosive ❑ NEW ❑ USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides ❑ NEW ❑ USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel,Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene, #2 heating oil ❑ NEW ❑ USED Miscellaneous petroleum products: grease, Photochemicals (Developer) lubricants, gear oil ❑ NEW ❑ USED Degreasers for engines and metal Printing ink Degreasers for driveways &garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Miscellaneous Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt& roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (including carbon tetrachloride) - _ ❑ NEW — ❑ USED - - - - _ _ Any other products with "poison" labels (including chloroform, formaldehyde, Paint&varnish removers, deglossers hydrochloric acid, other acids) Miscellaneous. Flammables Other products not listed which you feel Floor&furniture strippers may be toxic or hazardous (please list): Metal polishes Laundry soil &stain removers (including bleach) +kls� gk Spot removers &cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Applicant's Signature Staff's Initials 3 i� -6q - P8�► b .,LOCATION SEWAGE PERMIT N0. VILLAGE w�A & B CESSPOOL SERVICE 0-6 128 BISHOPS TERRACE, HYANNIS, MA 02601 1 B� OR OWNER 0 DATE PERMIT ISSUED DATE COMPLIANCE ISSUED —y- 6's O a i ii 0-ri PC ,ac IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) W C FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL G EXIST. U-FACTOR LLFACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE LIVING ROOM APWD SNRN UAL 0.32 0.60. 48 1 20 30 15/18 10(2 FT.DEEP) 10113 NOTES: 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. RE-BUILT 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR DECK OF THE HOME OR R=15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL OPEN UP_ 3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS H 3� NOTES: ANDERSEN 1i q Twzaab S 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS ANDERSEN &DIMENSIONS IN THE FIELD FNO ANDERSEN q g NEW a 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, L ANDERSEN FAMILY ROOM a DETAILS,&FINISHES IN THE FIELD WITH OWNER W2446 (VAULTED CEILING) 3.) VERIFY ALL LANDSCAPING DETAILS W/CONTRACTOR&LANDSCAPE DESIGNER/CONTRACTOR IN THE FIELD 5 Y A A3 A3 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 ANDERSEN rOER5EN. WINDW SEAT ANDER5EN AN E"R66EN5.) 110 MPH EXPOSURE B WIND ZONE ON6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, ANDERSEN ANDER EN OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD s-r -1D^ a-T^ r-r z•-m^ r-r 3•-r 2•-1a 3.a1• B.) VERIFY ALL LANDSCAPING DETAILS W/CONTRACTOR&LANDSCAPE DESIGNER/CONTRACTOR IN THE FIELD 13•a^ 7•-0- 1am e•s 4•a 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS TO BE 3000 PSI 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION FIRSTFLOOR PLAN 4 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE I: ac # REBUILT DECK ABOVE4 EXIST. BASEMENT q I , • I I � NAILING SCHEDULE 110 MPH EXPOSURE B WIND ZONE JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING 3 I ROOF FRAMING: I q - BLOCKING TO RAFTER(TOE NAILED) 2-Btl 2-10d EACH END RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END WALL FRAMING' TOP PLATES AT INTERSECTIONS(FACE NAILED) 4 16d 5-16d AT JOINTS a i WOOD PLATFORM wood PLATFORM i STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"O.C. PT 6%6 POSTS HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES I I FLOOR FRAMING: NEW ADDITION ABOVE PT6M6POST6 A A JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4 10d PER JOIST A3 A3 BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-10d EACH END I y BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16tl EACH BLOCK ®_________ _________ ____ __ q LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) }16d &16d EACH JOIST —I I� JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8tl 3-10d PER JOIST I I BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST 4 UP I I BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16d 3-16d PER FOOT I I I I I ROOF SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO 16"­. 8d 10d 6"EDGE/6"FIELD RAFTERS OR TRUSSES SPACED OVER 16"o.c. Ed 10d 4"EDGE/4"FIELD B•o^ V4* B•a^ 3•a^ GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d iDd 6'EDGE/6"FIELD GABLE END WALL RAKE OR RAKE TRUSS Btl 10d 6"EDGE/6"FIELD W/STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD CEILING SHEATHING: 2T-0' 13'E• I — GYPSUM WALLBOARD 6tl COOLERS T'EDGE/10"FIELD WALL SHEATHING: BASEMENT FLOOR PLAN D STRUCTURAL PANELS(PLYWOOD)STU — STUDS SPACED TO 24" Btl 1Dtl 6"EDGE/12"FIELD �,'-� 12"8 25/32"FIBERBOARD PANELS NELS Bd 3"EDGE/6"FIELD 12"GYPSUM WALLBOARD 5d COOLERS — T'EDGEAD"FIELD FLOOR SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) T'OR LESS THICKNESS 8d 10d e'EDGE/1Y'FIELD GREATER THAN T'THICKNESS 10d 16d 6"EDGE/6"FIELD THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS OR OMISSIONS ARE FOUND ON BQ® COTUIT BAY DESIGN, LLC ADDIT R N FOR• THESE DRAWINGS PRIOR TO START OF SCALE : DRAWING NO.: 43 BREWSTER ROAD CONSTRUCTION.THEBUILDINGDNTRACTO MASH PEE MA. 02649 IN T BE RESPONSIBLE FOR THE CONTENT STRUCTION 1/411 11_011 c STEWART RESIDENCE DTHESEDRAWIN ERROR OR OMISSIONS. PH. 508 274-1166 TH BED AWNGHOUT NOLEYI FOR TH Al FAX(508)539-9402 OF TIHE OWNER NOTED.ANY OTHER U EOF THESE DRAWINGS ARE SOLELY FOR THE USE DATE 175 COBBLESTONE ROAD BARNSTABLE, MA HESEDRAWINGSREORIGHTRES THEWRITO ARC TELTURALLOPYRGEHTPROTELHEN 9/4/2015 1 a. NEW ASPHALT 12 12 ROOF SHINGLES MATCH EXIST, EXIST. NEW AZEK FASCIA S SOFFIT BOARDS TO MATCH EXISTING TCM NEW AZEK RAKE BOARDS 12 TO MATCH RAKEEXISTING M EXIST. TOP OF PLATE 00® ® ® ® NEW AZEK CORNER ARDS SIDING TO MATCH E%ISTING (j N NEW W.C.SHINGLE SIDING r TO MATCH EXISTING NEW AZEK DECKING 8 RAILINGS FIRST FLOOR P.T.6,6 DIAGONAL SUBFLOOR BRACING WI(2) TIMBERLOK SCREWS PER CONTACT FRONT ELEVATION NEW P.T.6.6 POSTS RIGHT ELEVATION 12 .AT.. TOP OF PLATE EXIST. w r FIRST FLOOR �. SUBFLOOR P.T.6 r 6 DIAGONAL , BRACNG WI(2) TIMBERLOK SCREWS PER CONTACT 0.00 REAR ELEVATION ` �,�HOF Mgssq z� MIGNELE Gs� � OpILO � m TJ;uc THE DE SIGNER SHALL BE NOTIFIED IF ANY ®�® COTUIT BAY DESIGN, LLC NEW ADDITION FOR• S{f1 34 17 ERROR6 DRAWINGS IONS START ON SCALE : DRAWING NO.: 7!4 THESE DRAW NGS PRIOR TO START OF NO Q MLBE RESPONTHEBUILDING CONTRACTOR 43 BREWSTER ROAD / s Q n A(GQ �': CONSTRUCTION. UCTI RESPONSIBLE BUILDING CONTENT 1/4" (r 'T Gislc- IN THESE DRAWINGS IF CONSTRUCT ION MASH PE)E,MA. 02649 S T E WA RT RESIDENCE g 9�FFSSIONA��� THE DESIGNER OF AM ERRORS RIOM OMISSIONS. FAX(5081)b39 9402 OF THE OWN ER NOTED.ANY OTHER USE OF DATE : THESE DRAWINGS ARE SOLELY FOR THE USE A 2 74 175 COBBLESTONE ROAD BARNSTABLE, MA THESE DR WINGSRES PROTECTHE TION TEN CONSENT OF THE DESIGNER UNDER THE g/4/2015 ARCHITECTURAL COPYRIGHT PROTECTION 1 tlJ3• HIGH WIND ASPHALT ROOFSHINGLES SR•CDX PLYWOOD SHEATHING 2 x 10 RAFTERS— IW FELT PAPER WIND WASH SIMPSON 114 HURRICANE GJRS / BARRIER Yg WIDE ICEAVATER SHIEIA ALUMINUM DRIP EDGE FASCIA,FRIEZE.&SOFFIT BOARDS TO MATCH EXISTING 1.3 STRAPPING W/ 1IY GYPSUM SO TYP.2 x 6 WALLS. ROOF/WALL DETAIL Y4T SK]J 21(•2J § SCALE:1/2"=1'-0" D 3J � p �I d 8 q 9K2J DK•2J A TYP.ROOF CONST. A3 q3 -2xtOROOFRAFTERS 0FS o.c. -AIS•COL R FSKROOFSHEATHING -ASPHALT ROOF SHINGLES -1A.B.FELT PAPER TWO R FTE A CEING INLING THE OUTSIDE 4 -11•GATT INSULATION TWO RAFTER&CEILING JOIST BAYS Q W o.c.,ALLOW SPACE FOR AIR ®FLAT CEILINGS(TN49) •2 x 12 RIDGE FLOW ON THE UNDERSIDE OF ROOFHU SHEATHING SIMPSON T ALL RAFTER ENDS NE CUPS 2 ."WATERS HIELD AT BOTTOM ATTIC ACCESS THRU MATCH . 3TT OF ROOF EXISTING HOUSE EXIST. -PROP-A VENT BETWEEN RAFTERS -WAND WASH BARRIERS Bq• q.g 1tlA• TJP ttl4r' g8 d'JY .ALUMINUM DRIP EDGE 2 x d BRACING 9w o.c.MAX. TOP OF FLATS. 3 trz•X 11 1/4•TIMBERSTRAND LSL(1.3E) 2T-0• 1Y� TYP.WALL CONST. BOARD CONT.SOFFIT VENTS 1!C GYP. ROOF FRAMING PLAN 2x6STUOODSHAT ajV_.STRAPPING 1.V(PLYWOOD SHEATHING ®1g o.c. 9.L GYP BAIT INSULATION 6D NMLS Y e.c.ON THE EDGE - 3 O.1lY GYPSUM BOARD S tY o.c.IN THE FIELD FAMILY - NOTES: - {� 6.ttVESHNGUE KVAPORSSIDING ROOM 1.)ALL ROOF RAFTERS TO BE 2 x 10's UNLESS OTHERWISE NOTED - 3/4•T&GPLYWOOD - SUBFLOOR-GLUED&NAILED NEW AZ DECKNG 2.)USE SIMPSON H2.5 HURRICANE CLIPS FIRST FLOOR SD NAILS g o<.ON THE EWE &RAINNOS AT ALL RAFTERS ENDS sueFLooR 812•....IN THE FIELD FASTEN JOISTS rrr7pppp BEAM 3.)VERIFY GUTTER TYPE/LAYOUT zxma�lg 4.x. 2x1tla®1g F<. zx loa®1g e.e. P.T.zx ma®1ge.e. W,SIMPSON ITJ�IEs W/OWNERS 10-6• 'PT ..2 z tD B�E`J/0.1 - FASTEN JOISTS TO BEAM 4-2 x 10 BEAM x 10 BEAM x 10 BEAM 4-2 x IO BEAM SIMPSON AC6 WISIMPSONII4TIE5 gBATT IN$ULATION(R30) SIMPSON AC6 P.T.2x 10 LEDGER BOARD LAG POST CAP AV POST CAP WI(2)LEDGERLOKBOLTS SIMPSON AM NEW AZEK 1 x 6 T 8 G 1Y o.c.W/JOISTS HANGERS VGROOVE BOARD T CEILING SIMPSON ABl188 P.T.2 x 10 LEDGER BOARD LAG POST BASE W/(2)LEWERLOK BOLTS 12•o.c.W/JOISTS HANGERS SIMPSONABU66 INSTALL SIMPSON DTT1Z POST BASE, TENSION TIES AT(2)LOCATIONS EVENLY SPACED FROM HOUSE TO SIMPSON ABU66 DECK JOIST POET BASE NEW P.T.6 x 6 POSTS ON Ig DIA. OPEN UP WALL&INSTALL CONCRETE SONOTUBES W/24- 4x6POSTUNDERENDOF OIA.BIGFOOT FOOTING UNDERNEATH § 4 NEW BEAMS / TO 40 BELOW GRADE.USE bIMPSON ZMAX ABUSE POST BASE&LCE4 POST / CAP(CORNER CONNECTION FOR THE bEND POSTS&AM FOR MID POSTS SECTION @FAMILY ROOM 3� A a �3 A A3 NEw2x1tl.®1 o A3 - 4 I NEWP.T.6x6POSTSONIPDIA CONCETE SONOTIIBES W/24• 0. N INA.BIGFOOT FOOTING UNDERNEATH _ SOND BLOCKING IN 4 I TO BELOW GRAB:.USE SIMPSON THE OUTSIDE TWO I ZMAX ABU66 POST BASE&LCE4 POST JOIST BAYS®]6•o.c. CAP(CORNERCONNECTION FORT HE lv- I- 1tlA' I INSTALL FLASHING UNDER END POSTS&AM FOR MID POSTS I HOUb & tY dA.00NC.SONOTUBES I AZEK DECKING g-0• gQ V- gy Yg TO I' BELOW GRADE.USE I SIMPSON ABU66 POST BASE EXISTNG HOUSE MIN. FLOOR JOISTS P.T.2 x Ia.C I V o.<. 2TJY Y8 INSTALL PEEL&GT1CI( RUBBER MEMBRANE BETWEEN LEW ER& FLOOR FRAMING PLAN SHEATH NO P.T.2 x 1D LEDGER BOARD LAG _ W/Fq LEERLOK BOLTS 12'o.c.W/JOISTS HANGERS DECK DETAIL S�H OF 444,9' c Ml THE DESIGNER SHALL SE NOTIFIED IF ANY �� tP ERRORS OROMISSIONSAEFOUNDON SCALE : DRAWING NO.: ®�M COTUIT BAY DESIGN, LLC NEW ADDITION FOR. l CUDILO m TESEDRAWNGbPRIGRTO6TARTOF 43 BREWSTER ROAD STRUCTURAL � WLL"b6'e ESPONSHBLEFOLRT CO ERSMTOR L� cn IN THESE DRAWINGS IF CONSTRUCTION 1/411 1T—OVV MASHPEE,MA. 02649 No 34774 COMMENCES WITHOUT NOTIFYING THE PH.(508)274-„66 STEWART RESIDENCE ��¢ lS FAX(50 )539-9402 9 t^ n� OF THE O OF ANY ERRORS O HER OMISSIONS. - A3 A 9 T`O(•�IQ TIAESE DATE V�STE v THESE ORAWINGB EOUIESTI�WTOTTEN 175 COBBLESTONE ROAD BARNSTABLE, MA IFS ONAL�G\� CANSEMOFTHEDESIGNERINOTECTI g/4/2015 S/ ARCH TECTURAL COPYRIGH PROTECTION ce ' Ar kr 01 0 .4 Sc/RFACE d54E✓. Ze. o7 3Z�ri i Ile -'fir .00 ,le ool �LA oll i o .01 .00 pt / ot �\ Z::� I ``So P. `r^ ©l rt►N `Js tS YLE,ttf 33569 410 / t — ol J - 4 .!` s , r Air" ,�'�F�i�rvC� f�0©r�'/D`1`9d f'i46E .5`/ Air" 1>.EE1� RE/�.E/e ivcE=,Bao/Y 2z f'f'i1s� Bw'�' ,. ---�--- _ 0 v .d'E/vc/y/lUX& T'P O s� F /?X, N.!/L J44 PREP.4R�.D FOef' ,� oar ��E✓, sy; All; /9141�RAW 7 _'r7.Esd�4e7" ` '�`� Sf�ow/iVG► 7,-Ve- f ,fDsE1> /9A'4 T/o,c/ �0 o&4,f/V.S7,4BL E� AgRy4. O 30 ' 6d _ ✓. DoY� AsSOC/,ATEs 17o c�ovE.P/�� L.d svAy 4b n �6Q 11 v 1 1 , I Town of Bar-nstable Regulatory Services Thomas F.Geller,Director H Public Health Division a°Je Thomas McKean,Director 280 Main Street, Hyannis,MA 02601 Office: 508-862.4644 Fax: SOB-790-6304 Date: S-1 a-a-2 Sewage Permlt#-0 4010 Assessor's Map/Parcel 1 G —(9� Installer&Desiner Certification Form i f Designer. 1S, ` A� Installer: TA�C Address: 'l Address; .� l r te) k _was issued a permit to install a (u>s er t septic system at base on a design drawn by (address) dated (designer) 4q4 1 1 —Ifll"`cerfi y that the septic system referenced above was installed substantially according to 'the design,which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout(if required) was inspectad and the soils werb Found.satisfactory. 4 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 vertiical relocation of any component of the septic systemn).but in accordance with State&Local A^ l.tions. Plan revision or certified as-built by.designer to follow. Stripout(if rp- %ted and the soils were found satisfactory.- �H OFF s DAVIT) y tiler's Signature e I �t TOWN OF BARNSTABLE LOCATION /7T Co �SbAC SEWAGE# a6aa.' j a 0 VXLLAGE�Ft.I,S, GQ 1�C r ASSESSOR'S MAP&PARCEL /(n (q INSTALLER'S NAME&PHONE NO. (� fpe�,1�1 Tt3c- SEPTIC TANK CAPACITYX►�1-rro c LEACHING FACILITY: (type)jfc LAG S (size) 19,A3 X 2 NO.OF BEDROOMS_ 7 OWNER S t e c.JGf PERMIT DATE: Ll 11 b 9 COMPLIANCE DATE: a Separation Distance Between.the: NGN G��trM C Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility pe�� 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 J � I -23 A _ ,� No. D 9— Fee ( 0G=- THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplitation for Disposal 6pstrm Construction 3permit Application for a Permit to Construct( ) Repair(.Upgrade( ) Abandon( ) ❑Complete System �dividual Components Location dress orr Lqt No. jy�Ca1ab)eS>r0r pZ� Owner's Name,Address,and Tel.No. Assessor's`Map/Farcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 13tC �1 Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building fc517) )tic` No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ,3 j 0 gpd Design flow provided 3H q gpd Plan Date -'3p —g 2. Number of sheets I Revision Date Title Size of Septic Tank 'Ey,rsl 1,13 Type of S.A.S. SLMO oeJ20n3 LMC� Anon& C Description of Soil Nature of Repairs or Alterations(Answer when applicable) J/NKk 1) a k;rl) c� �nj� X S-CQ Q4 JC9..1 L&"° 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. Sign e Date2— Application Approved by VMUA, Date I1 Application Disapproved by Date for the following reasons Permit No. `� 0 Date Issued d 3 2 V, No. � � t Fee' THE COMMONWEALTH OF'MASSACHUSETTS Entered in computer. t.J PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 21pplication for -Misposal Opstem Construction permit Application for a Permit to Construct( ) Repair(v Upgrade( ) Abandon( ) ❑Complete System L2°Individual Components LocatioriAddre§s or Lot No. (��[e�blt°$�fjN� FJ Owner's Name,Address,and Tel.No. tM cNctblr u Assessors ap/Parcel c rci Insstaller's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. - Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 )0 gpd Design flow provided 5s-{r1 gpd Plan Date O - 7 Number of sheets b Revision Date ~ Title Size of Septic Tank 1. 1 1 r,4 Type of S.A.S. 500 GC.� .�on1 Lt*Gf Y1 Clnr rumor c Description of Soil Nature of Repairs or Alterations(Answer when applicable) 7 NS tN a Q Yt) Q t00X /.i. Ir) 'I S on r,1 6n� 1,&r r� C e2 S Dtn! n�r..1 .. / s 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�B-oard of Health. ; Signed_ Date uIlltl=t- Application Approved by l In_,. Date Application Disapproved by U Date 4 for the following reasons 1 � Permit No. 4 f 0 Date Issued t/r�A -3 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 T). A q T'..Ac at 175 C611 s�rri e R,3 n.�7*t,�.��� �F�Jf140V has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.:7 !lr� dated Installer }` , 1 an �� l L, e�,G Designery #bedrooms Approved design flow.'4 gpd" t The issuance of this permit shall not be construed as a guarantee that the system will function�as design/bd. �r Date l r u Inspector '�i^ 1f,t i I 1 Ia Vic_ ( (j ' No. .?�' J .� _ Fee / 0 U . �---- --� THE COMMONWEALTH OF MASSACHUSETTS fw,A PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS K b Zisposal 6pstem Construction Vermit �.___ Permission-is hereby granted to Construct(, ) Repair( 1/S Upgrade( ) Abandon( ) - `System locate&at 17 S ("eil+rk�1&0 c A c > (5 �. o Jnl 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. l Provided:Construction must be completed within three years of the date of this permit. Date L du ) Approved'by i rf t�'�✓ T.ASSESSORS MAP: 1) The installation shall Comply with the State Environmental Code Title V and Town of p _ 2 ''- tL4&j Board of Health Regulations. -1 2) The septic system as proposed on this plan shall not be installed until a lircensed.town PARCEL: SOIL EVALUATOR: Installer receives approval and an installation permit from the applicable town. REFERENCE: WITNESS. 3) Prior to installation,the installer shall verify the location of utilities,sewerinverts, ✓ ` DATE: +•C�c I sewer lines and existing septic components prior to installation. 4) All gravity sewer piping is to be 4 inch schedule 40 PVC at 1/8'per foot. The first 2 C� PERCOLATION RATE: feet out of the distribution box shall be level. All piping connections to be glued.' S) This septic design plan is not to be utilized for property line determination or for'any T.H.#1 ELEV. T.H,#2 ELEV. ' other purpose other than the proposed septic system installation. LOCATION MAP 6) All Title V components are to meet True V specifications. LUG Ki 7) Parking shall be prohibited over Title V components unless components are H2O loaded. Lb I 1 J ,� 8) .The existing leaching or cesspools shall be pumped and filled with material per Title V ,i E ,u" �` �D �>'� abandonment r`\ p ocedures. Leaching and cesspool(s)8 and contaminated soils within 6 I G �7 �j e 1 the proposed SAS shall be removed and replaced with clean sand per Title V • 10 � to � 10 specifications. f V 1GIW , 9) Septic components are to be VY from a water service line.Sewer lines crossing a t p water line shall be sleeved with an appropriately sized schedule 40 PVC with ends ; u• gib �j ©� �� Z� I(o Y� �� grouted. The water service line or the septic line can be sleeved with the sleeve being I I a distance of VY on both sides of crossing the line. 10)if a garbage grinder exists in the structure,it is to be removed If the septic system is not designed to accommodate a garbage grinder. 11)The installer is responsible for care of excavation around all utilities on the property 00, b SEPTIC SYSTEM DESIGN CALCULATIONS and protecting the structural integrity of all structures during the instalfatLon process of the septic system. FLOW ESTIMATE: r 12)This plan only represents that a s epticsystem can be installed on the property meeting Title V requirements. BEDROOMS AT 0 GAL/DAY/BDRM= 0 GAL/DAY 13)The property owner shall review design criteria to approve the total Humbler of SEPTICTANK: bedrooms and design flow.Installation of the septic system as proposed and receipt ' le GAL/DAYf BDRM X 2 DAYS GALLONS of payment for the design shall be deemed approval of the design criteria by the - / ,,,, ,~ , /,� property owner or agent of. i �' g . USE GALLON SEPTIC TANK �)�JI 1� 14)The validity of this Ian shall expire with the expiration � '� '�, �` o. lily P PI of the town Installation permit {GARBAGE GRINDER IS PROHIBITED) issued for this tan or the valid of this Ian shall expire on the expiration of the P nY p p p 10 Certificate of Compliance issued for the installation of the proposed systerm on this " �. SOIL ABSORPTION SYSTEM: P j/ , l! �� j / -�' y� • "�•. 'h Ia100 n. fZ / r - -- /, '' �� y' OF )( ZS IZr x � lot, l q - .� • ! / SIDEWALLAREA: BOTTOM AREA: 7 ��J7 'J ,�� J 'j ' SEPTIC SYSTEM SECTION U d X . BENCHMARK b TOP OF FOUNDATION qR .. ELEV. J J•� ja ,�7 X'sr�� o -a II ' �IG 40 P V STONE BASE �1 H20D-BOx l , fi"STONE BASE OR COMPACTED BASE WATER TEST F X r �7,�_- OR LEVELNESS Z � �00 GALLONS — oO' tEiVCIV��: �0° SEPTIC TANK -- -- __ - SITE AND SEWAGE PLAN w LOCATION: 175 . �; C11111lD Vtb 020 PREPARED: SCALE: / = c DATE: ,