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HomeMy WebLinkAbout4309 FALMOUTH ROAD/RTE 28 - Health �4109 Falmouth Road (Rte 28) Cotuit - A ' 24 028001 � I 1 l I ' i A Al� ' SON�Too�C.E _ _�' - - ��_9• . s p capW.c, SPAC5.. �y .EX/.•lTii.ia�o AGL � '�c e.-.c.a.erc 3Z, cK� • Fi.ri5N601C'3.hsE MEtiT �Y ' T cb...o.ss�F.e.w.c.c�...cs • •E.CEcrRi AG.A.,e PL._.yn.,.,g 93• k PE.¢M/Tf T /36 /�yg0,. _ Ex•9T/i./m � CArG..e 1MNOow�uC Oopt ' .i eP_,p84^4_.....-_... ql Q N � 2 • �p 4a+.la. 6• c•eszr [user.( \v\I\ NEW ��nn� V c C OVCRC TE oCK Foa/NOAT/O�.( .A" K" (�y - dv G 7� T�tut �Crv� Cv -O't r COMMONWEALTH OF MASSACHUSETTS s EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION r•` TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 7jU� �1�. a? Ctl�il 14 SZI� Owners Name: W - 4 o Vill' . h! Owner's Address: Date of Inspection: Q�L z Name of Inspector: (please print)J� 6PZ 441 Company Name: i e tw 4- SPg7J Mailing Address: -7-<-, '�Zatr 12 'r Telephone Number: '3 3©&6 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am'a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: _asses Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signature: Date: 6 2Z64,�7 The system inspector shall submit aleolpy of this inspection report to the Approving Authority(Board of Health or r DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Notes and Comments ""This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1c'v�S�C1 A-d /Cl3V2av Page 2 of I 1 P.. OFFICIAL INSPECTION FORM—NOT FOR*V��1'I�AIiY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: Z/-,5) ;;— - Owner. Date of Inspection: P v 7—5 -7 Inspection Summary: Check A,B,C,D or E/ALWAYS complete aft of Sactiee � 9 A. System Passes: &--'I'bave not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"s,�c ion need to be replaced or repaired.The system,upon completion of the replacement or repair,as appr v�d by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the owing statements.If"not determined"please explain. 77 The septic tank is metal and over 20 years old* the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltra' n or tank f0ure is imminent System will pass inspection.if the existing tank is replaced with a complying sep ' tank as approved by the Board of Health. *A metal septic tank will pass inspection if' is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. _ ND explain: _ Observation of sewage backup or break out or high static water level in the distribution box due to.brnlcea.or . . ' obstructed pipe(s)or due to a broken,settled or uneven distribution box.'Systcm will pass inspection if with approval of Board ofitHealth): broken pipe(s)are sep}arrd obstruction is removed distribution box is leveled or replaced ND e - ain: The system required pumping more tham4 times a.year due to broken or obstructedpipe(s).The system will. pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: 2 Y �. Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 17A C r2 Owner: U)a,, a r%ifJ ZggA- Date of inspection: l4' Z 3 2,t-67' C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: _ Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or marsh 2. System will fail unless the Board of Health(a ublic Water Supplier,if any)determines that the system is functioning in a manner that protect a public health,safety and environment: _ The system has aseptic tank and s it absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to . surface water supply. The system has a septic nk and SAS and the SAS•'is within a Zone I of a public water supply. The system has ptic tank and SAS and the SAS is within 50 feet of a private water supply well. _ The syste as a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private wale upply well**. Method used to determine distance **Thi ystem passes if the well water analysis,performed at a DEP certified laboratory,for coliform bac ria and volatile organic compounds indicates that the well is free from pollution from that facility and e presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: Page 4 of 11 OFFICIAL INSPECTION FORM-NOT FOR DOTXN TARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPEcnoNFORM PART A CERTIFICATION(continued) Property Address: 4130--7 DP'Fe aa� Owner: Date of Inspection: fD D. System Failure Criteria applicable to all systems:. You must indicate"yes"or"no"to each of the following for all inspections: Yes No z/Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool L.-,'Liquid depth in cesspool is less than 6"below invert or available volume is less than'14 day flow y _required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped Any portion of the SAS,cesspool or privy is below high ground water elevation. Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ?Any portion of a cesspool or privy is within a Zone 1 of a public well. ;— a►ny portion of a cesspool or privy is within 50 feet of a private water supply well. T:L�y portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form.] AJO (Yes/No)The system fails.I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails_Iba system owner should caznact the Boards of Health to determine what will be necessary to correct the failure. E. Large Systems: To be considered a large system the system must serve cility with a design Clow of 10,000 gpd to 15,000 gpd- You must indicate either`yes"or"no"to each o e following: (The following criteria apply to large syste in addition to the criteria above) yes no the system is within feet of a.suifdce drinking water supply the system is tthin 200 feet of a tributary to a surface drinking water supply th s em is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Z ne II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system has failed.The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CNM 15.304.The system owner should contact the appropriate regional office of the Department. 4 I Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 4301;f Owner: i00,4 Z A yr,d (9,VV y� Date of Inspection: Check if the following have been done.You must indicate`yes"or"no"as to each of the following: Yes No _ Pumping information was provided by the owner,occupant,or Board of Health ----'Were any of the system components pumped out in the previous two weeks? Has the system received normal flows in the.previous two week period? _ 0--'--Have large volumes of water been introduced to the system recently or as part of this inspection? Were as built plans of the system obtained and examined?(If they were not available note as N/A) ✓_ Was the facility or dwelling inspected for signs of sewage back up t/_ Was the site inspected for signs of break out? Were all system components, excluding the SAS, located on site L/ _ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid,depth of sludge and depth of scum? Was the facility owner(and occupants if different from owner)provided with information on the proper l maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: Yes no l� Existing information. For example,a plan at the Board of Health. �_- Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) (310 CMR 15.302(3)(b)J 5 J Page 6 of l l OFFICIAL INSPECTION FORM—NOTFOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYMEEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: �f 0 4- 0 Owner: i Date of Inspection: >a•-1,3 FLOW CONDMONS RESIDENTIAL Number of bedrooms(design): A/ Number of bedrooms(actual): DESIGN flow based on 310 CMR 15203(for example: 110 gpd x#of bedrooms): Number of current residents: C� Does residence have a garbage grinder(}yes or no):_ Is laundry on a separate sewage system(yes or no):d&[if yes separate inspection required] Laundry system inspected(yes or no): Seasonal use:(yes or no):AL({ 7 Water meter readings,if available(last 2 years usage(gpd)): . G ,7 -7/&66 Sump pump(yes or no): PC& Last date of occupancy: 2a 07 COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): apd Basis of design flow(seats/persoas/sgketc.): Grease trap present(yes or no): Industrial waste holding tank present(ye _ Non-sanitary waste discharged itle 5 system(yes or no):_ Water meter readings ' atlable: Last date of oc cy/use: O ER(describe): GENERAL INFORMATION Pumping Records Source of information: 'n Was system pumped as part of the inspection(yes or'no):L(jv If yes,volume pumped:_gallons—How was quantity pumped determined? Reason for pumping: _. TYPE�. F SYSTEM 4 Septic tank,distribution box,soil absorption system _Single cesspool Overflow cesspool Privy _Shared system(yes or no)(if yes,attach previous inspection r=ords, if any) _Innovative/Alternative technology.Atta&a copy of the aar=operation and maintenance contract(to be obtained from system owner) _Tight tank _Attach a copy of the DEP approval _Other(describe): Approximate age of all components,date installed(if kn wn)and source of information: Were sewage odors detected when arriving at the site(yes or no): 6 Page 7 of I I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY,ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM . PART C SYSTEM INFORMATION(continued) Property Address: L 305 Owner: (Ak�C�i_a ra/i,� R4 jk Dateof.Inspection: BUILDING SEWER(locate on site plan) Depth below grade: y Materials of construction:_cast iron _C- PVC_other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: . locate on site plan) Depth below grade: /D Material of construction:�oncrete_metal_fiberglass_polyethylene _other(explain) If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of certificate) Dimensions: Sludge depth: g-. iy " Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness: � ,/ Distance from top of scum to top of outlet tee or baffle: 2 Distance from bottom of scum to bottom of outlet tee or ba e: How were dimensions determined: a6Zr,2 gv Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invery vidence of leakage,etc): s GREASE TRAP: _(locate on site plan) Depth below grade: Material of construction: concrete metal_ rglass_polyethvlene_other (explain): — — Dimensions: Scum thickness. Distance from to scum to top of outlet tee or baffle: Distance bottom of scum to bottom of outlet tee or baffle: Date ast pumping: Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels . as related.to outlet invert, evidence of leakage, etc.): 7 Page 8 of 11 •-.: OFFICIAL INSPECTION FORM—NOTFGR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: Owner. Date of Inspection: TIGHT or HOLDING TANK: (tank must be pumped at time of mspecdc i locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass_polyethylene other(explain): Dimensions: Capacity. gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX:Zif present must be opened)(locate on site plan) Depth of liquid level above outlet invert: (5 Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): ` PUMP CHAMBER: (locate on site plan) Pumps in working �dyesAlarms in working o): *Comments(note cp chamber;condition of pamtps and etc.): I ' Page 9 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 0 "( 2fr. Owner: vr�.� Date of Inspection: z SOIL ABSORPTION SYSTEM(SAS): 2 (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number:_ Teaching chambers,number: C leaching galleries,number: leaching trenches,number, length: leaching fields,number, dimensions: overflow cesspool,number: innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil,condition of vegetation, etc.): v c CESSPOOLS: (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth—top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater.inflow(yes or no): Comments (note condition of soil, signs o draulic failure, level of ponding,condition of vegetation, etc.): PRIVY: (locate site plan) Materials of con ction: Dimensions: Depth of so 'ds: Commen (note condition of soil,signs of hydraulic failure, level,of ponding,condition of vegetation,etc.): r 9 i P Page 10 of 11 " OFFICIAL INSPECTION FORM NOT FM V OEUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM DESPEMON FORM PART-C . SYSTEM INFORMATION'#ontinued) Property Address: q:ZQ 6?& ag Owner. Date of Inspection: l6 23—67' . SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks.Locate all wells within 100 feet.Locate where public water supply enters the building. 6T d 10 r Page l l of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: D 9 rz4,-& Owner LU4l�+,:y�'�► � Date of Inspection: LU— 2�� •— ?_ate SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water feet Please indicate(check)all methods used to determine the high ground water elevation: �pbtained from system design plans on record-If checked,date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: / Checked with local excavators, installers-(attach doc entation).- _i�ccessed USGS database-explain: le /®l7 ar You must des ibe how u established the high groundwater ele atiO4 ( e .4 a 0, i¢] �e 11 -TOWN OF BARNSTA.BLE � LOCATION s `J RJ QA SEWAGE # & V - VILLAGE C ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO.�A c IA _ SEPTIC TANK CAPACITY L SM Q C< L ( _ LEACHING FACILITY: (type) (size) NO. OF BEDROOMS_ ef h BUu.DER"OR OWNER" 'A' e PERMITDATE: d 104 _COMPLIANCE DATE' o - .Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility � Feet Private Water Supply.Well w,and Leaching Facility (If.any ells east on site or witlldn 200 feet of leaching facility) �(t'l Feet Edge of Wetland and Leaching Facility(If.any wetlands a =st "p within 300 feet of leaching facility) 4 !y Feet 'P i� ,' T . Furnished by Pico _ r. f` � (�� No.� aO 0 Fee / + muter: v ' THE COMMONWEALTH OF MASSACHUSETTS Entered in cop Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIpprication for Ziopogaf *pgtem Construction Permit Application for a Permit to Construct( )Repair(✓)Upgrade( )Abandon( ) O Complete System O Individual Components Location Address or Lot No. q 30� \ V, } _ Owner's Name,Address and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size �� C ,ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank �,�"�S b_ Type of S.A.S. 7 c rl J"A C Description of Soil M ecj ax. Nature of Repairs or Alterations(Answer when applicable) laOC) rPo e�1' (n zA C[?cS��d d! 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 Certifi- cate of Compliance has been is d�sealth.Signed Date °?/0_. Application Approved by Date Application Disapproved for the following reasons Permit No. Zt L q—31 Date Issued 2 Y Mn , rs FFo ?_u0�4. 'Fee• V m4 f e E COMMONWEALTH OF MASSAC H SETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS Yes 2pprication for Migool *p.5tem Con.5truction Permit Application for a Permit to Construct( )Repair(✓)Upgrade( )Abandon( ) D,Complete System D Individual Components 4� Location Address or Lot No. C.` (�L` { `M O /� Owner's Name,Address and Tel.No. Assessor's Map/Parcel _} 1 1'11W \ Ve Installer's 1Name,Address,and Tel.No. a Designer's Name,Address and Tell..No. Type of Building: ` Dwelling No.of Bedrooms Lot Size /,C ACr_q,ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 11 G n gallons per day. Calculated daily flow gallons. Plan Date�l� _1 t 0�Number of sheets / Revision Date Title Size of Septic Tank o_ / - Type of S.A.S. G T, \ c%,. T)f:S (I, Description of Soil; Nee) Ccx,r c e o/ V Nature of Repairs or Alterations(Answer when applicable) QoQ l6�f o r 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 Certifi- cate of Compliance has been is by this Bvar'`"drealth. J Signed J Date 11,4Z2/v Application Approved by - J ki.i. f Date 1 . a 1 Application Disapproved for the following reasons 1 f. Permit No. 9 (I;)Q- 32 Date Issued 0 1 hP 2 d i THE COMMONWEALTH OF MASSACHUSETTS. ' BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired(11<Upgraded( ) Abandoned( )by k nn ve k ' �! at ( ,•., , t )t~ has been constructed in qccordance with the provisions of Title 5 and the for Disposal System Construction Permit No.24 0 y 0_2 dated 1 -2 210 Installer Designer r S i The issuance oft s1pt shall not be construed as a guarantee that the sy tem .ill jf�unction esigned. Date "1 Inspector �inl� ✓!�r_ Rs_ No. U 3 oZ Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS MiZpo,5ar *pgtem Cori.5tructiott Permit Permission is hereby granted to Construct( )Repair U grade( )Abandon( ). System located at (-/_?rA V-r, n t 0JV to (Z C V 4V Or and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of tjpe t. Date: U Approved by �� TOWN OF BARN,STABLE LOCATION �051, Qi SEWAGE # JD V 11 3- VII.LAGE C,0-*,3 k ASSESSOR'S MAP&LOT ?" INSTALLER'S NAME&PHONE NO. r =�`�^� j SEPTIC TANK CAPACITY L_� nr L �`x,; i LEACHING FACILITY: (type) n' 1�e—Ga`�>r� (size) /0 NO.OF BEDROOMS �� �i '�P BUILDER OR OWNER PERMITDATE: /aa �' COMPLIANCE DATE: Separation Distance Between the: ,✓ Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility ! ��2 Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) dl�l Feet j Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leac gfacility) JAJ Q^-t Feet Furnished by A v S- � y AAt At �A q(3 Er: f wjtt. o)\ 0 - i zi J BATHROOM KITCHEN DINING ROOM BEDROOM 2 °N - FIREPLACE , o to N LIVING ROOM BEDROOM 1 40•-0" EXISTING FIRST FLOOR PLAN EXISTING GROSS FLOOR AREA = 1000 SQUARE FEET CONCEPTUAL ONLY - NOT TO SCALE MARSTILLER RENOVATION 4309 FALMOUTH ROAD COTUIT, MASSACHUSETTS SCALE:1/4'= 1•-0" 1DESIGN: J.Morstiller DATE: Nov. 11 2004 1 SHEET 5 REV. 2 t. 25'-0" Y 7'-0" 8'-0" 2'-10" 4.-5" 4 SLIDER O O REF. O O o oco tB O U KITCHEN 'b ' I ISLAND —Q a o. © w DW LAUNDRY j B �• D 'v � I A 0 _J BREAKFAST BAR i0 O � T 10 I I io O � 1 O. O t O— GUEST BEDROOM DINING AREAJ, -� M C(�) 16'-2" 2X6 WALL CLOSET CLOS N DN OPEN TO o ABOVE 10 I LIVING ROOM UP m I �— STUDY / OFFICEio I —0 I I o A o o o o 4'-10" 7"-6" 2'-10" 5'-11" 7'-11" 6'-4" 4'-8" 40'-0" NEW FIRST FLOOR PLAN NEW GROSS FLOOR AREA = 1000 + 350 = 1350 SQUARE FEET MARSTILLER RENOVATION 4309 FALMOUTH ROAD COTUIT, MASSACHUSETTS SCALE:1/4" = 1'-0' DESIGN: J.Marstiller DATE: Nov. 11 2004 SHEET 6 REV.Nov. 11 2004 SHEET REV. 2 25'-0" 7'-0" 8.-0" 6'-4" 6'-2" 9'-8" 0 0 N . la LB © i JB 1 � J O I 3 0 MASTER BEDROOM Z z 10 © [�D W f a D Fo I � O I o 'a © WALK-IN CLOSET L_ co o BEDROOM 3 z N W � J /1 N ON o BEDROOM 2 p o ——— — — — — — — — —— —— — — —— O UTILITY ROOM OPEN TO BELOW CLOSET ' a 36" KNEE WALL 12'-4" 2'-10" 11'-6" 13'-4" 40'-0" NEW 2nd FLOOR PLAN MARSTILLER RENOVATION FLOOR AREA = 1200 SQUARE FEET (APPROX.) 4309 FALMOUTH ROAD COTUIT, MASSACHUSETTS SCALE:1/4' = V-0"= DESIGN: J.Marstiller GATE: Nova 11 2004 SHEET 7 REV. 2 FRAMING SECTIONS ' DIMENSION LUMBER SHALL BE KD SPF No.2 OR BETTER UNLESS NOTED. 16" LVL RIDGE BEAM 1/2" COX FIR PLYWOOD SHEATHING (TYPICAL. ROOF & EXTERIOR WALLS) 12 7.25 2.10 RAFTER ® 16" O.C. lx8 HANGER ® 16' O.C. L J LJ 2x8 CEILING JOIST ® 16" O.C. (ROUGH CEILING HEIGHT = 8'-2") Z30 KRAFT FACED FIBERGLASS BATTS 2x6 ® 16' O.C. (ALL EXTERIOR WALLS) LR-19 UNFACED FIBERGLASS BATTS W/ 4 MIL POLY VAPOR BARRIER 3/4' T&G PLYWOOD (TYPICAL. ALL EXTERIOR WALLS) GLUED & NAILED 1x3 STRAPPING ® 16" O.C. 2x10 FLOOR JOIST ® 16" O.C. 2x10 FLOOR JOIST ® 16" O.C. (TYPICAL.tst & 2nd FLOOR CEILING) (SEE JOIST PLAN) (SEE JOIST PLAN) 2x4 EXISTING EXTERIOR WALLS s 2x6 SILL (P.T. No.l) EXISTING FLOOR STRUCTURE R-19 KRAFT FACED 2x10 FLOOR JOIST ® 16" O.C. FIBERGLASS BATTS (SEE JOIST PLAN) SECTION A-A SECTION B - B SAME AS SECTION A—A UNLESS NOTED MARSTILLER RENOVATION 4309 FALMOUTH ROAD COTUIT, MASSACHUSETTS SCALE:1/4°= 1'-0" DESIGN: J.Marstiller DATE: Nov. 11 2004 SHEET 8 REV. 2 � Q " 1/2" DIAM. ANCHOR BOLT 8" CONCRETE WALL ® 6. OC MAXIMUM (3" PROJECTION) FINISH GRADE 4 REBAR, 2 PLACES TOP OF NEW WALL ELEVATION SET • —IIII— TO ACHIEVE FLUSH FINISH FLOOR 25•-0" (SEE FRAMING AND JOIST PLANS) IIII— ` DAMP-PROOFING FROM TOP OF FOOTING 4" CONCRETE SLAB TO FINISH GRADE --- ------------------------------------------------ 6 MIL POLY aD F 1 a z I I I 1 I I 4VEL COMPACTED I I 1 1 I 1 1 I I I 1 I I i I 10 WINDOW j a 20" WIDE x 10" THICK 1 I I I — I IIII— I I I KEYED FOOTING 1 I I I I I 1 I I 1 SECTION C-C: TYPICAL WALL 1 I CUT ACCESS OPENING I j (NOT TO SCALE) I I 1 I I 24" HIGH x 32" WIDE I I I I I 1 I I I I I I I 1 I 1 I DETAIL 1 DETAIL 1 (SIMILAR) EXISTING FOUNDATION WALL NEW WALL FOUNDATION PLAN FOR ADDITION #4-DOWELS SPACED ® 8" ALONG HEIGHT- ALL CONCRETE SHALL HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3500 PSI. OF WALL in GROUT REBAR INTO EXISTING WALL z�l EXISTING MAIN HOUSE FOUNDATION WALL DETAIL 1: DOWEL ARRANGEMENT (PLAN VIEW - NOT TO SCALE) MARSTILLER RENOVATION 4309 FALMOUTH ROAD COTUIT, MASSACHUSETTS SCALE:1/4'= 1'-0' DESIGN: J.Morstiller DATE: Nov. 11 2004 SHEET 9 1 REV. 2 F S SOLID 2x10 BLOCKING 200 BOLTED TO EXISTING HOUSE RIM JOIST SOLID 200 BLOCKING 1/2" OIAM. LAG BOLT (OR THRU-BOLT) SPACED ® 16" _ JOIST PLAN — 1 st FLOOR ADDITION ALL MEMBERS ARE 2x10 KD SPF No. 2 OR BETTER UNLESS NOTED TRIPLE 2X10 � TRIPLE 14" x 1.75" LVL FLUSH WITH TOP OF JOIST SOLID 2x10 BLOCKING /T RL E C E g 5 4^ TO ACCOMMODATE STAIR TRIPLE 2X10 NEW, 2nd FLOOR JOIST PLAN ALL MEMBERS ARE 2x10 KD SPF No. 2 OR BETTER UNLESS NOTED MARSTILLER RENOVATION 4309 FALMOUTH ROAD COTUIT, MASSACHUSETTS SCALE:1/4'= V-0" DESIGN: J.Marstiller DATE: Nov. 11 2004 SHEET 10 REV. 2 S a WINDOW SCHEDULE MARK QUANTITY DESCRIPTION ROUGH OPENING COMMENTS OA 10 ANDERSON DOUBLE—HUNG, TW2852 34-1/8" W x 65-1/4" H 6-9/16" JAMB ® 2 LOCATIONS NOTES. O2 ANDERSON CASEMENT, C235 48-1/2" W x 41-3/8" H 6-9/16" JAMB ® 1 LOCATION 1• NEW EXTERIOR WALLS SHALL BE WRAPPED WITH TYPAR (OR SIMILAR) O 2 ANDERSON CASEMENT, C135 24-5/8" W x 41-3/8" H 6-9/16" JAMB ® 2 LOCATIONS HOUSEWRAP. WINDOW FLANGES SHALL BE SEALED TO HOUSEWRAP WITH OD 1 ANDERSON DOUBLE—HUNG, TW2442-2 59-7/8" W x 53-1/4" H 6-9/16" JAMB COMPATIBLE TAPE. OE 1 ANDERSON DOUBLE—HUNG, TW2852-3 101-1/2" W x 65-1/4" H 6-9/16" JAMB 2. NEW FRONT EXTERIOR SIDING SHALL BE RED CEDAR CLAPBOARD WITH 4" TO FRONT 2 ANDERSON TRANSOM, DHT3815 46-1/8" W x 19-7/8" H 6-9/16" JAMB 4.5" EXPOSURE. SIDE AND REAR WALL SHALL BE WHITE CEDAR SHINGLE DORMER WITH 5" TO 5.5" EXPOSURE. 3. NEW ROOFING SHALL BE 30 YEAR LAMINATED ASPHALT SHINGLE OVER 15 LB BUILDING PAPER. ONE ROW OF ICE & WATER SHIELD SHALL BE INSTALLED DOOR SCHEDULE ALONG EAVES AND CHEEKS. 4. NEW ROOF RIDGE SHALL HAVE CONTINUOUS RIDGE VENT. ALL SOFFITS SHALL MARK QUANTITY DESCRIPTION ROUGH OPENING COMMENTS HAVE CONTINUOUS STRIP SOFFIT VENTS. O1 6-PANEL, 3-0 x 6-8, W/SIDELITES LEFT—HAND, 2x4 WALL, DEAD—BOLT, FLAT CASING 5. BUILDING INSULATION SHALL BE AS SHOWN ON FRAMING SECTIONS. O1 ANDERSON SLIDER, PS6L 72-3/4" W x 82-7/8" H 2x6 WALL O3 4 6-PANEL, 2-8 x 6-8 34" W x 82-1/2" H RIGHT—HAND, 2x4 WALL O4 5 6-PANEL, 2-8 x 6-8 34" W x 82-1/2" H LEFT—HAND, 2x4 WALL O2 6-PANEL, 1-4 x 6-8 18" W x 82-1/2" H RIGHT—HAND, 2x4 WALL O2 6-PANEL, 2-6 x 6-8 32" W x 82-1/2" H RIGHT—HAND, 2x4 WALL O7 3 BIFOLD, 6-0 x 6-8, 6—PANEL 74-1/2" W x 82-1/2" H 2x4 WALL O8 1 BIFOLD, 5-0 x 6-8,.6—PANEL 62-1/2" W x 82-1/2" H 2x4 WALL FLOORING SCHEDULE ROOM AREA DESCRIPTION ° LIVING/DINING ROOM STUDY / OFFICE KITCHEN / LAUNDRY GUEST BEDROOM STAIRS / LANDINGS 1st FLOOR BATH MASTER BEDROOM MASTER BATH BEDROOM 2 BEDROOM 3 2nd FLOOR BATH UTILITY ROOM MARSTILLER RENOVATION 4309 FALMOUTH ROAD COTUIT, MASSACHUSETTS SCALE:1/4"= V-0" DESIGN: J.Marstiller DATE: Nov. 11 2004 SHEET 11 REV. 2 - ---r _ T i N Li It } 40,-0 EXISTING Fl PLAN EXISTING GROSS FLOOR AREA 1000 SQUARE FEET, CONCEPTUAL ONLY - `NOT TO SCALE MARSTILLER RENOVATION 4309 FALMOUTH ROAD COTUIT, MASSACHUSETTS J • 15'-0 2s'—o" J SLIDER REF. - 0 0 0 0 O _ m tB U •"• - KITCHEN - © ow- L' ADRY - f - J BREAKFAST BAR LAu.J � o GUEST BEDROOM , DINING AREA _� n JI o - Q) 2X6 WALL - - - CLOSET CLOSET +E VE " LIVING..ROOM ' ,F STUDY / OFFICE I i i I �k 4'-10" T-6' 2'-10" 5'-11• '6_4" 4'_8_ 40'-0" NEW FIRST FLQo R PLAN NEW GROSS FLOOR AREA = 1000 + 350 = 1350 SQUARE FEET MARSTILLER RENOVATION 25'-0 7'-0" 8'-0" 6'-4" 6.-2" 9-8" + n � Y W tB I B J J MASTER BEDROOM Z c� o I � I he-, ),7 I i WALK-IN CLOSET 'I 0 N BEDROOM 3 J _.._._ , r t I �i'000 .. r'. i :?•aOM OPEN TO BELOW Q CLOSET ;a 36" KNEE WALL _ t , - - 12'-4" 2'-10" 11'-6"^i 13-4" 40'-0" - - NEW 2nd FLO0R, PLAN MARSTILLER RENOVATION FLOOR AREA = 1200 S11 QUARE 'FEET (APPROX.) 4309 FALMOUTH ROAD COTUIT, MASSACHUSETTS SCALE:1/4` = 1'-0" DESIGN: J.b10fStill@f ACCESS COVERS M,.ST BE Wl 'HrN 9 ' M/N/MUM INVERT EL E VA T l `� .�, 6 . OF FINISH GRAii ONS : DE.. l GN CR l TER l � : GENERAL NO LOVELL's 3 MAXIMUM COVER INVERT AT BUILDING: BB 0 IIO+ND 98. 38 FIRST 2 ' TO DESIGN FLOW: __ INVERT IN SEPTIC TANK: 86. 5 4 BEDP ,OMS AT 110 G.P.D. PER I . THIS PLAN IS FOR THE DES/GN AND CONSTRUCTION BE LEVEL OF THE SEWAGE DISPOSAL SYSTEM ONLY. MIN 2" OF PEASTONE INVERT OUT SEPTIC TANK: 86. 25 t BEDROL M EQUALS 440 G.P.D. 4' DIA Pr _- 85. 77 t- 3/4" - 1 1/2- DIA. INVERT I N D I S T. BOX ITH- $ ' DOUBLE WASHED STONE INVERT OUT GIST. BOX: 85.6 NO GAFBAGE GRINDER 2. VERTICAL DATUM !S ASSUMED. FOR BENCH MARKS . / ! 88. 0 8 . 7 !0" s� v G'°5 � s $ $ 84. 7 INVERT IN LEACH CHAMBER: 85. 53 SET. SEE SITE PLAN. t � 86. 5 BAFFLE S�. 77 -�-� }�--�� I 3 OUTLET 6 HIGH CAPACITY /NFIL7RATOR /� BOTTOM OF LEACH CHAMBER: 84 7 SEPTIC TANK REQUIRED: !I 440 G.P.D. X 200% - 880 GAL . 3. ALL CONSTRUCTION METHODS AND MATERIALS AND D-BOX CPAMBERS W/3. 5 '' STONE AROUND ADJUSTED GROUND WATER: N/A SEPTIC' TANK PROVIDED: GA GAL . MIN. MAINTENANCE OF THE SEPTIC SYSTEM SHALL ` ! I 1500 GAL 2-10 'r x 25 ' 1 x l0'd OBSERVED GROUND WATER: N/A CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL SEPTIC TANK 6 " CRUSHEC STONE Ok 'I BOTTOM OF TEST HOLE •l : 79. 7 SOIL ABSORPTION SYSTEM REQUIRED: BOARD OF HEALTH REGULATIONS. J I COMPACTED BASE �� �� G DESIGN PERC RATE ! 5 M/N/I NCH P P OF l L E : NOT To SCA SOIL TEXTURAL CLASS - / 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER EFFLUENT LOADING RATE - 0. 74 GPD/SF , THANS3SU8�EDEPTH SHALLUBERCAPABLECOFRWGREAT R 440 Gf'D / 0. 74 GPD/SF - 595 S.F. REQUIRED STANDING H-20 WHEEL LOADS. } / PROVIDED: 6 HIGH CAPACITY INFILTRATOR LOCUS MAP CHAMBERS W/3. 5 '' STONE AROUND. A-600 S.F. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR lVI / 600 S F. x 0 74 - 444 GPD APPROVED EQUAL . 6. SEPTIC TANK AND 0-BOX SHALL BE REINFORCED 60. 06. SO L TEST PI T DA TA S PRECAST CONCRETE AND WATERTIGHT. D-BOX SHALL 2A bol . I ND I CA TES I ND l CA TES BE WATER TESTED TO CHECK FOR LEVEL WHEN THERE PERCOL A T/ON _ OBSERVED IS MORE THAN ONE OUTLET. TES T GROUNDWATER CBA51 7. BEFORE CONSTRUCTION CALL -DIG-SAFE". �4 P*10513 I-888-DIG-SAFE AND THE LOCAL WATER DEPT. 0. HORIZON TEXTURE COLOR 90 FOR LOCATION OF UNDERGROUND UTILITIES. / 2 FILL 8. EXISTING CESSPOOLS TO BE LOCATED. PUMPED / 20'- 88.5 DRY AND BACKFILLED. / MED-COARSE IOYR \ _ SAND 6/4 2 � - OUP 256 Ij 4 6 j 6 HIGH CAPACITY -{ / A•� O INFILTRATOR CHAMBERS G r7 `W/3.5't STONE AROUND 0 s 126- NO WATER 79. 7 DATE: DULY 1 . 2003 '9`\ � TEST BY. STEPHEN HAAS 0 1500 GAL �0�00 ' s WITNESSED BY: SAM WHITE SEPTIC TANK p� 6 F PERC RATE: l 2 MIN/INCH �o04 0-v?,004 � Z TP.I ` ^•.,� � G� CaEl1 _ �E O \ BM CORNER CONCRETE PATIO. EL-98 54 4` 10 � altr / d CB/OH FND 0T i 48+ ACRE _3 j I t Got / i \ 00 5 S P T / (:7S YS TEM - 5 / G/V 4309 FALMOUT1--1 ROAD MAP 24 . PARCEL 28 SA R /V S TA 8 L E CO TU / T > ` PREP,ARED FOR p f1p'TpT"' T / M KF-- LLE P O . BOX / O82 . CE/V TER V / L L E . M,4 02632 SCAL E : / — 20 A UGUS T / / 2003 EAGLE SURVEY I NO NC 923 Route 6A Yarmouthport MA 02675 ( 508 ) 362-8 1 32 ( 508 ) 432-5333 0 I 0 20 40 E L� SHCFW CHECK CFW • RN : SAH ,,