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HomeMy WebLinkAbout0113 CROCKERS NECK ROAD - Health 113 Crockers Neck Road Cotuit P A = 019 040 - _ -- -- - — TOWN OF BARNSTABLE LOCATION /3 �r'���«1�5 i1--ck 1?d SEWAGE # 00 /27 VILLAGE rig T ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. ''77-O3 if ✓os-::pti Uf /3�Nras SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 9--S00 Q-y 44%C ' (size) NO. OF BEDROOMS -. BUILDER OR OWNER M,. PERMPTDATE: -3 ,00 COMPLIANCE DATE: .S /9-DO Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facili ) Feet -Furnished by `� .� i -�_ . j r � • � �. N�' ��' y �s^d�ICG'7"S /VEGIc �o,o� COMMONWEALTH OF MASSACHUSETTS T B EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS 2 y d DEPARTMENT OF ENVIRONMENTAL PROTECTION M Y° MAR C)lg PA L 4 1+ •e TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 113 Crocker's Neck Road (A' �� Cotuit MA 02635 Owner's Name: David and Susan Hamblen Owner's Address: 25 Derne Street 'AUG 4 2003 Everett MA 02149 Date of Inspection: July 26,2003 ® or Name of Inspector: PATRICK M.O'CONNELL Company Name: SEPTIC INSPECTION SERVICES CO. Mailing Address: 189 CAMMETT ROAD MARSTONS MILLS MA 02648 Telephone Number: (508)428-1779 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: _X_ Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fails f Inspector's Signature: 0—�d--- i Date: �Z�rlo The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or 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: System in good condition, no standing water in chambers. ****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 1 Page 2 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 113 Crocker's Neck Road,Cotuit Owner: David and Susan Hamblen Date of Inspection: July 26,2003 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: _XX_ I have 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"section need to be replaced or repaired.The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND) in the for the following statements. If"not determined"please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it 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 broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: Page 3 of 1 l OFFICIAL INSPECTION FORM- NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 113 Crocker's Neck Road,Cotuit Owner: David and Susan Hamblen Date of Inspection: July 26,2003 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 a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: _ The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone I of a public water supply. _ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. _ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance "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. 3. Other: , Page 4 of I I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 113 Crocker's Neck Road,Cotuit Owner: David and Susan Hamblen Date of Inspection: 3uly 26,2003 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes No _ _X_ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool —X_ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool _X_ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool _X_ Liquid depth in cesspool is less than 6"below invert or available volume is less than %day flow _X_ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped _X_ Any portion of the SAS,cesspool or privy is below high ground water elevation. _X— Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. _X_ Any portion of a cesspool or privy is within a Zone 1 of a public well. _X_ Any portion of a cesspool or privy is within 50 feet of a private water supply well. _X_ Any 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 forma _No_(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.The system owner should contact the Board 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 a facility with a design flow of 10,000 gpd to 15,000 gpd• You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone It 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 CMR 15.304. The system owner should contact the appropriate regional office of the Department. A f Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 113 Crocker's Neck Road,Cotuit Owner: David and Susan Hamblen Date of Inspection: July 26,2003 Check if the following have been done. You must indicate"yes"or"no"as to each of the following: Yes No _X_ _ Pumping information was provided by the owner,occupant,or Board of Health _X_ Were any of the system components pumped out in the previous two weeks? _X_ Has the system received normal flows in the previous two week period? _X_ Have large volumes of water been introduced to the system recently or as part of this inspection? _X_ _ Were as built plans of the system obtained and examined?(if they were not available note as N/A) _X_ _ Was the facility or dwelling inspected for signs of sewage back up? _X_ _ Was the site inspected for signs of break out? _X_ _ Were all system components,excluding the SAS,located on site? _X_ 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 _X _ Was the facility owner(and occupants if different from owner)provided with information on the proper 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 _X_ _ Existing information. For example,a plan at the Board of Health. X_ _ 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)] r Page 6 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 113 Crocker's Neck Road,Cotuit Owner: David and Susan Hamblen Date of Inspection: July 26,2003 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 3 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms):330 Number of current residents: 0 Does residence have a garbage grinder(yes or no): No Is laundry on a separate sewage system(yes or no): No [if yes separate inspection required] Laundry system inspected(yes or no): Seasonal use: (yes or no): Yes Water meter readings, if available(last 2 years usage(gpd)): 2001—36,000 gal./2002—26,000 gal.=85 gpd. Sump pump(yes or no): No Last date of occupancy: Seasonal COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no):_ Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records: Has never been pumped Source of information: Was system pumped as part of the inspection(yes or no): No If yes,volume pumped:__gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM —X_Septic tank,distribution box,soil absorption system _Single cesspool _Overflow cesspool Privy _Shared system(yes or no)(if yes,attach previous inspection records, if any) _Innovative/Alternative technology.Attach a copy of the current 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 known)and source of information: 3/14/00 Compliance Were sewage odors detected when arriving at the site(yes or no): No Page 7 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 113 Crocker's Neck Road,Cotuit Owner: David and Susan Hamblen Date of Inspection: July 26,2003 BUILDING SEWER: X (locate on site plan) Depth below grade: 3' Materials of construction:_X_cast iron _40 PVC_other(explain): Distance from private water supply well or suction line: 12' Comments(on condition of joints,venting, evidence of leakage,etc.): ' Sewer line exits under footin¢ SEPTIC TANK: X (locate on site plan) Depth below grade: 3' Material of construction:—X—concrete_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: l 0.5' long x 5.8'wide—1500 gal. Sludge depth: 1" Distance from top of sludge to bottom of outlet tee or baffle:37" Scum thickness: 1" Distance from top of scum to top of outlet tee or baffle: 8" Distance from bottom of scum to bottom of outlet tee or baffle:14" How were dimensions determined: STICK WITH HINGE FLAP. Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): Tees intact and clear¢as baffle intact no leaks. GREASE TRAP: No (locate on site plan) Depth below grade: Material of construction:_concrete_metal_fiberglass_polyethylene_other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last 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.): Page 8ofII OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 113 Crocker's Neck Road,Cotuit Owner: David and Susan Hamblen Date of Inspection: July 26,2003 TIGHT or HOLDING TANK: No (tank must be pumped at time of inspection) (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: X (if present must be opened) (locate on site plan) Depth of liquid level above outlet invert: 0" 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: No (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): n Page 9 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 113 Crocker's Neck Road,Cotuit Owner: David and Susan Hamblen Date of Inspection: July 26,2003 SOIL ABSORPTION SYSTEM(SAS): X (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number: _X_leaching chambers,number: Two 500 gal.chambers 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.): Chambers have no standing water and no water stains on sides CESSPOOLS: No (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 of hydraulic failure,level of ponding;condition of vegetation,etc.): PRIVY: No (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): Page 10 of l 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 113 Crocker's Neck Road,Cotuit Owner: David and Susan Hamblen Date of Inspection: July 26,2003 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. o w�5 �2 y� 113 l7� I UUetl n f Page 11 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C. SYSTEM INFORMATION(continued) Property Address: 113 Crocker's Neck Road,Cotuit Owner: David and Susan Hamblen Date of Inspection: July 26,2003 SITE EXAM Slope None Surface water None Check cellar Dry Shallow wells None Estimated depth to ground water: More than 25 feet. Please indicate(check)all methods used to determine the high ground water elevation: Obtained 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 documentation) _X_Accessed USGS database-explain: USGS and GIS You must describe how you established the high ground water elevation: Town Groundwater map shows groundwater below el. 5 and USGS Cotuit quad shows land elevation at or above el.30.Bottom of SAS 7 feet below grade leaving more than 15 feet of separation to groundwater. i � w F � No. Tiro /Z7 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS V Zippfication for Migpooar *pztem Cow5truction 3permit Application for a Permit to Construct(Z--�ltepair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address Lot No./%3 yoG1C/_�n �/jsG(� Owner's Name,Address and Tel.No. kol<hta� n / 111 b-Zer �rv�r car, Assessor's Map/Parcel GUTS! 0 /Y 090 (2ei gne,Y Installer's Name,Address,and Tel.No. 4117`9- Designer's Name,Address and Tel.No. r/os�P� 1,e rr coS/ Jos,6,P6i 0-4 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 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank / Type of S.A.S. Description of Soil 5'.49"i d/ Nature of Repairs or Alterations(Answer when applicable) J i/4`1 1-1-2,9 ) /fde 64,/' � ���ry �j''Sio�i _ «i�a ic� 2 " !? 1a 5_;M -e 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 issued by this Board of Health. Signed Date Application Approved by Date Vazz4vllo Application Disapproved for the following reasons Permit No. 7i4_c� Date Issued F71- 1 '` N' _....»No. TOO Fee u THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: y Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS 2ppfication for ;Diopoar 6potem Construction Permit Application for a Permit to Construct(4-jr//Repair( )Upgrade( )Abandon( ) 11 Complete System El Individual Components Location Address or Lot No. /'j �/+OC(C�_r /Y�G� Owner's Name,Address and Tel.No. Assessor's Map/Parcel ' Rey H0-� Installer's Name,Address,and Tel.No. q,*7 V Designer's Name,Address and Tel.No. JoS�Py Ll� /,3igrr vS OZ "tPo'-as Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.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 / Type of S.A.S. Description of Soil S�adi�1 Nature of Repairs or Alterations(Answer when applicable) Zy5 rl4ll H-26) /SOo 6,41 f/-14 2 " Date last inspected: 3 t 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 issued by this Board of Health`.',, - Signed Date Application Approved by Date 3 7.+" Application Disapproved for the following reasons or Permit No. 7-dv-j ( 77 Date Issued 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 ol4 at / /3 ,Z 4::.a27ZZ 7: has been construct d in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.740V-I L"7 dated 3 Installer 4�as�so, - r Designer bJhA cgoy D�-_ g����v_� The issuance of this pejnyt shall not be construed as a guarantee that the sy 11 function as des' ed. Date r'" �� Inspect --------------------------------------- Fee jev/ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS wigosal *pstem Construction Permit Permission is hereby granted to Construct(fair( )Upgrade( )Abandon( ) System located at C/C a.4, c ). x r�J'vi 7- 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:Constructio. must be completed within three years of the date of this a t. Date: 3� � Approved by r M 116199 NOTICE: 'This Form Is To Be Used For the Repair Of Failed ;Septic Systems Only. CERTMCAT ION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT (WTTHOUT DESIGNED PLANS) I, o� " , ,W 5- , hereby certify that the application for disposal works construction permit signed by me dated 3 — a- �D , concerning the property located at / / C_hoCK!,!�' !C/_��< /2� t_oTy/T meets all of the following criteria: the failed system is connected to a residential dwelling only. There are no commercial or business users associated with the dwelling. soil is cl.sssified as CLASS I and the percolation rate is less than or equal to 5 minutes per inch. • ere are no wetlands within 100 feet of the proposed septic system ere are no private wells within 150 feet of the proposed septic system ere is no increase in flow and/or change in use proposed e._�ere are no variances requested or needed e bottom of the proposed leaching facility will tube located less than five feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the Frimptor method when applicable] • If the S.A.S. Mill be located with 250 feet of any vegetated wetlands, the bottom of the proposed leaching facit:rf will W be located less than fourteen(14)feet above the maximum adjusted groundwater table elevation, Please complete the following: A) Top or.'Ground Surface EIevation(using GIS information) E) G.W. Elevation + the iVfA,j( High G W Adjustment. _ DER^ ICE BETWEEN A and B �J SIGNED : (Sketch proposes' Ian of y DATE: q:haw,fade; p system on back]. 1 sT n 0" SS o ��rrS o � f (( r r TOWN OF BARNSTABLE LOCATION EP.5 /j'i /'-- SEWAGE # VILLAGE 4f.17�1 r ASSESSOR'S MAP & LOT_//9 OfO j INSTALLER'S NAME&PHONE NO. S'77-03 4'-7 ✓D�c/�� Gee /'Q�r a 3 SEPTIC TANK CAPACITY /s®0 . LEACHING FACILITY: (type) !2 wg llc, (size) NO.OF BEDROOMS 3 BUILDER OR OWNER PERMTTDATE: _ Z —3 —DO COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching faciii Feet Furnished by� :� !/, ���.>.�• \,U H v� Is • d L/ ` 23 1"1 (ADDITION) y - 9-© 1 �J �� ' NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD NEW AZEK OR TIMBERTECH - - 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, J NEW DECKING&RAILINGS.VERIFY ' COLORS W/OWNERS o t - DETAILS,&FINISHES IN THE FIELD WITH OWNER DECK ot 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT vO 5 28 11 FIRST FLOOR TO BE 6'-10'ABOVE SUBFLOOR IADD r ON) 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS 2 s-0 s D s s,rr S STATE BUILDING CODE,8TH EDITION AMENDMENTS W/IRC2009 ANDERSEN CW235& - 5.) 110 MPH EXPOSURE B WIND ZONE,1.25 ASPECT RATIO AFCW21 ABOVE 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, A —ybw j SINK i i A OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12'FIELD NAILING A3 3 7.) ALL LVL LUMBERIBEAMS TO BE 1.9e U480 LOAD ANDERSEN ' 8.) VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE �442 rvELux 1 rvEL ' _ DURING FRAMING CONSTRUCTION I scHT1 1 s 1 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS g 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS RANGE i TO BE 3000 PSI • ____ EXPAND. 11.) THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" `� ------ FULL LRE KITCHEN - 8 WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF ANDERSEN Exlsr. ExlsT. EXIST. Exlsr. - MASSACHUSETTS WIND SPEED MAPS FWM068AP1R d _______-____ ' - -----�- (VAULTED CEILING)WALL I OVEN! 12.)GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE PLYWOOD PANELS TUBISHOWER - °I mw I VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS EJ� W/OWNERS PRIOR TO START OF CONSTRUCTION (VERIFY I�ITCHE7, E 1 - I! LAYOUTN/OWNER) WSJ XIST 13.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE II I� ATH 14.) SEE 110 MPH CHECKLIST PROVIDE WITH THESE PLANS FOR ADDITIONAL REMOD. II; -.-.I L FRAMING DETAILS&INFORMATION W FAMILY I TALL - EXIST. ROOM `-- CAABB � 0 w w •MASTER PLYWOOD/OSB PERCENTAGE PER WFCM 110 MPH EXPOSURE B GUIDE,: w (NEW FLOOR TO i —————— BEDROOM. �; w N MATCH MAIN EXIS g . _ HOUSE FLOOR) LIN BLDG.DIMENSION, BLDG.SIDE REQUIRED%- PROPOSED% . uuulll EXIST. W FIRST FLOOR LEFT SIDE 26% 46% W FIRST FLOOR RIGHT SIDE 26% 100% ' BEAM ABOVE - ' - 1 O L FIRST FLOOR REAR 17% 57% " © NOTES: 1.USE 3'EDGE NAILING&12'FIELD NAILING SPACING ON ALL WALLS EXIST. EXIST. EXIST. EXIST. EXIST. 2.1.00 ASPECT RATIO EXIST. EXIST. W LIVING BEDROOM N �_ z gq qN EXIST. EXIST: - w - (EXISTING) (EXISTING) - (EXISTING) IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS -0 CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION _ (EXISTING) TABLE 402.1.1 (MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) FENESTRATION SKYLIGHT CEOJNG W000 FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL LEGEND: FIRST FLOOR PLAN UFACTDR UFACTOR R-VALUE R-VALUE R-VALUE R•VALUE R-VALUE R-VALUE 0.35 0.60 311 1 20 30 10/13 10(2 FT.DEEP) 10/13 O EXISTING WALLS NOTES: - -"' CONSTRUCTION TO BE REMOVED 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. MEANS NEW CONSTRUCTION 2.of THE HOME OR R=13TINUOUS INSULATED CAVITY INSULATION AT HE IiNTER OR OF HE INTERIOR BASEMEN EXTERIOR 3.REFER TO IECC 2009 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS COTUIT BAY DESIGN. LLC NEW A E THEDEDRAW SRKUSENDTTARtOF SCALE : DRAWING NO.:' ADDITION/REMODELING LING FOR: EoK�DaD�K�� CONTIR ERRORWNWOMHWI ARE OF W`�"RE SPONSWE FOR 7M CONTENT 1/4"= 1'-0" I ® 43 BREWSTER ROAD INTHESEDRAWNWFCW9TRIX71ON COMEAU RESIDENCE G°"" SW�°"Tp"""° MASHPEE ,MA. 02649 �� �«� PH. (508 274-1166 OF THE OWNER NDTED ANY OTHER USE OF DATE THESE DRAWINGS REOLUES THE WRITTEN FAX(50 )539-9402 113 CROCKER NECK ROAD COTUIT, MA REVISED: 1/14/2014OFTHEDE&IONERtINDERTHE Al " 7/16/2011 c� 12 -�9 - NEW AZEK RAKE 8 TRIM . BOARDS TO MATCH EXIST. TOP OF PlA . A ❑ ■ NEW W/SI t a 4 WINDOW , TRIM W/SILL F u� U F FIRST FLOOR , SUBFLOOR- - PT BaBPOSTS REAR ELEVATION CONT.RIDGE VENT a -NEW ASPHALT SHINGLES ` - - TO MATCH EXISTING - 12 , r - , EXIST. NEW AZEK FASCIA 8 FRIEZE + , '. BOARDS TO MATCH EXIST. TOP OF PLATE Z ❑NEW AZEK OR TIMBERTECH DECKING 8 RAILINGS.VERIFY , w COLORS W/OWNERS - - F - FIRST FLOOR - - SUBFLOOR .• .. LEFT SIDE ELEVATION 12 EXIST]r - TOP OF PLATE - NEW A CORNER BOARDS TO MATCH EXIST. _ i • NEW W.C.SHINGLE SIDING TO MATCH EXISTING w f Q FIRST FLOOR .. SUBFLOOR RIGHT SIDE ELEVATION . THE OEBOROMS 10W" F®��"` SCALE : DRAWING NO.: BQ00 COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR: EI" °"G �`°�° , THESE DRAWINGS PRIOR T mCO GP CONSIRRESPO.THE EusoME CONTENT 1/4"= T-0" 43 BREWSTER ROAD v MEBE SEORAO GS ME C THESE ES WG5RCGIS7MME MASHPEE ,MA. 02649 COMEAU RESIDENCE w�9� IA2 S) Oe�`OFAWE'RS«R DATE DRAWN PH. (508 274-1166 OF� �.�G;�� FAX(50 )539-9402 13 CROCKER 'NECK ROAD COTUIT, MA REVISED: OTT 7/16/2011 ARCNrtEC CGPTR TPRGTECTl 15' INSTALL 5/8'ANCHOR BOLTS AT 71'0-MAX - NEW ROOF CONST. PLACE BOLTS WIPS S/8-3BEARING PLATES 6' 9' PLACE BOLTS WITHIN 15'OF EACH MI -2 x 12 ROOF RAFTERS @ 16'o.a CORNER AND TO A 8'MINIMUM DEPTH INSTALL 5/8'ANCHOR BOLTS AT 71'0.c.MAX. - - 'CDX PLYWOOD ROOF SHEATHING W/SIMPSON BPS 518-3 BEARING PLATES 5I8 PLACE BOLTS WITHIN 8'-15'OF EACH -ASPHALT ROOF SHINGLES _ - CORNER AND TO A S'MINIMUM DEPTH -15LB.FELT PAPER _ O -I I'HI-R BATT INSULATION ° - - CONT.RIDGE VENT @ SLOPED CEILINGS(R=38) °i Z P.T.2 x 6 SILL WI SEALER - -11'BAIT INSULATION -- 5 4%fi POST FROM Q FLAT CEILINGS(R=38) 71•o.c. BEAM TO RIDGE 2-1 3/4'x 16'lK -MULTI PS N H 2.5 EAM HURRICANE RIDGBEAM -(2)SIMPSON H 2.5 HURRICANE CLIPS c 3.1 3/4'x I tYY LK AT ALL RAFTER ENDS a HEADER -ICE/WATER SHIELD AT BOTTOM 2x6's@16'o.c. 3'0'OF ROOF ANCHOR BOLT DETAIL NEW 1/Y WIND GYP.BO.ON 1Z - W VENT BETWEEN RAFTERS a 1 x 3 STRAPPING®16'o.a 9 -WIND WASH BARRIERS NEW 2 x 8 BLOCKING ITO SCALE:1/2"=1�-0" 2 x 89 BETWEEN EACH RAFTER TO PREVENT WIND WASHING TO PREVENT WIND WASHING TOP OFPLATE ANCHOR BOLT DETAIL CONT.ALUMINUM S NEW WALL CONST. SOFFIT VENTS � 1.2 x 6 STUDS @ 18'o.a i FASTEN JOISTS TO BEAM _ FULL HEIGHT 2.1/Y PLYWOOD SHEATHING y P.T.6 x 6 POSTS ON 1Y DIA 23'-1'3 W!SIMPSON H8 TIES STUDS ON 3.6-(R=20)BATT.INSULATION CONCRETE SONOTUBES TO (ADDITION) - - END WALL 4.1/Y GYPSUM BOARD 6 4TI'BELOW GRADE.USE 2: LAG BOLT RAILING POSTS 5.W.C.SHINGLE SIDING. O BASE& BETWEEN JOISTS 8 RIM BOARD SIMPSON S.S.AB1166 POST g•{p T-t• 8'-0' 3-2 x 6 POST I 6.TYVEK VAPOR BARRIER(EXTERIOR)~ BASE 8 AC6/LCE6 POST CAPS _ - NEW 314'T 8 G PLYWOOD 7.POLYVAPOR BARRIER(INTERIOR) 2.10 RIM BOARD W/AZEK ASCIA SUBFLOOR-GLUED 8 NAILED FIRST FLOOR "^' SUBFLOOR 3 P.T.2 x 12's ' - NEW 2 x 10'3 @ 16'o.c. - � I � AZEK 1 x 10 NEW P.T.2.8 SILL W/SEALER - - ' NEW r BATT. FASCIA AT - 4 ` INSULATION NEW PT,2x 10's 16'o.a PERIMIETER NEVI-30) CRAWLSPACE _ 4 ° NO_ FOOTINGS WHERE b p VERIFY DEPTH OF EXISTING FOUND. • NEW Y CONK.SLAB FOUND.WALLCS Q ADDITION I ONSTRUCTEDnEW INSTALL SOLID BLOCKING SHELF OR UNDERPIN EXISTING NEW 8'x 1B'CONC. 6'-0' 8' 11'-1't IN THE FIRST TWO WALLS/FOOnNGS AS REQUIRED FOOTINGS W/2 x 4 KEY (ADDITION) JOIST BAYS 0 CONSULT W/DESIGNER DURING zz B'x 18' 48'o.a CONSTRUCTION 3-P. 17s — — VENT -- BUILDING SECTION @ KITCHEN` 0 NAILING SCHEDULE _ NEW mI IPA rr o a 1w CRAWLSPACE m § ;€ 110 MPH EXPOSURE B WIND ZONE = b v I i 4 b, F JOINT DESCRIPTION NO-OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING` _ a ICONC'sue) d ROOF FRAMING: BLOCKING TO RAFTER(TOE NAILED) •, 2-8d 2-10d EACH END I Z 3 I I Y RIM BOARD TO RAFTER(END NAILED) 2-16d 3-16d EACH END - - WALL FRAMING:. . TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d - 5-16d _ - AT JOINTS STUD TO STUD(FACE NAILED) 2-16d 2-16d 24'o.a ` HEADER TO HEADER(FACE NAILED) 16d 16d 16'o.c.ALONG EDGES — — — — NEW B'CONCRETE FOUND-WALLS W/8'x 18'CONC.FOOTING TO 4'0' FLOOR FRAMINQ - I BELOW GRADE ` JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4Ad 4-10d PER JOIST P.T.2 x 8 LEDGER BOARD LAG BOLTED TO I DRILL&PIN NEW FOUNDATION BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-10d . EACH END SOLID BLOCKING W/(2)LEDGERLOK BOLTS TO EXIST.FOUNDATION WALL EXIST.- ' BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d - 4-iOd- EACH BLOCK 16'o.c.W/JOISTS W NGERS AT BOTH ENDS TOP 8 BOTTOM LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 316d 4-18d EACH JOIST �O BASEMENT JOIST ON LEDGER TO BEAM(TOE NAILED) - 3.8d 310d PER JOIST BAND JOIST TO JOIST(END NAILED) 346d - 4-16d PER JOIST I • Q, U ` BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO - 2-16 d 3 16d PER FOOT I Ir NEW 30'X 30'x 17 DEEP S m • - ROOF SHEATHING: _ NEW JOISTS&PLYWOOD TO CONK.FOOTINGS UNDER o _ WOOD STRUCTURAL PANELS(PLYWOOD) "- - § MATCH MAIN HOUSE FLOOR END OF BEAM ABOVE m ' RAFTERS OR TRUSSES SPACED UP TO 16'o.c. 8d 10d 6'EDGE/8'FIELD I RAFTERS OR TRUSSES SPACED OVER 16'o.a 8d lod 4'EDGE/4'FIELD - GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG ad lod 8'EDGE/8'FIELD GABLE END WALL RAKE OR RAKE TRUSS Bd 10d 6'EDGEB'FIELD I _ WI STRUCTURAL.OUTLOOKERS - GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS Bd 10d 4•EDGE/4'FIELD CEIU14G SHEATHING: f I GYPSUM WALLBOARD 5d COOLERS — T EDGE/10'FIELD WALL SHEATHING: _-- I r T I EXIST. WOOD STRUCTURAL PANELS(PLYWOOD) — _ CON.FOOTING UNDER STUDS SPACED UP TO 24'o.a Bd 100 6'EDGFJIY FIELD ' EXIST.FOUND.WALL TO CRAWLSPACE 1/2'8 25132'FIBERBOARD PANELS 8d — 3'EDGE/8'FIELD — — —— I. SUPPORT END OF NEW 1/2'GYPSUM WALLBOARD Sd COOLERS — T EDGE/10'FIELD + - BEAM ABOVE.FILL EXIST. L J WALL CAVITIES FLOOR SHEATHING: - WOOD STRUCTURAL PANELS(PLYWOOD) 17-0' If 1.OR LESS THICKNESS 8d 10d 6'EDGE/1Y FIELD GREATER THAN 1'THICKNESS lod 16d 6'EDGEB'FIELD FOUNDATION PLAN- THE MS OR ER SHw BE tE FO OFANY SCALE : DRAWING NO.: COTUIT BAY DESIGN, ILL NEW ADDITION/REMODELING FOR: °"°�'"Z`°C'°R THESEo VJV sPR TO SMART OF 43 BREWSTER ROAD �B"""""""L°FORTHECW""T 1/4"= V-0" WRLES�sPOHemIr_Fon Trx: CTION w THESE ORAwwda s cOHsmuetta+ MASHPEE ,MA. 02649 . COMEAU RESIDENCE "CE-S" RNF A3PH. (508)274-1166 O �,„ �d;��O DATE FAx(50 539-sao2 113 CROCKER NECK ROAD COTUIT, MA REVISED: 1/14/2014 TMdd�ECTU C 7/16/2011 ARCHIlEGTUML dOPYRIG1rt PROIEGIWN ACt�,980. I (ADDITION) INSTALL TWO FULL HEIGHT STUDS d TWO JACK STUD AT EACH SIDE OF ALL ROUGH OPENINGS UNLESS OTHERWISE NOTED WINDOW 2 x 6 WALL SOLID 2.8 BLOCKING IN THE OUTSIDE i TWO RAFTER 8 CEILING JOIST BAYS 48'O.C..ALLOW SPACE FOR AIR -bo~ (' FLOW ON THE UNDERSIDE OF ROOF L O JACK STUD SHEATHING (ROUGH OPENING) 2B_1 I R.O. STUD DETAIL (ADDITION) xs sTFROM = TO RIDGE ti O 3.1 314•x9 I2'LVL - b F _ A A 3 z ' b O O IQ t I r W O Q TYPICAL ASPHALT VERIFY BEAM HEIGHT I - ROOF SHINGLES AT THIS END.MOVE BEAMP'OST INWARD SW COX PLYWOOD SHEATHING IF NEEDED 1 I 2 x 12:ASHAFTERS 150 FELT PAPER WIND (2)SIMPSON H 2.5 HURRICANE CLIPS '') BARRIER 37 WIDE ICEIWATER SHIELD ALUMINUM OMP EDGE �. * .. • 1 x 3 STRAPPING W/ - FASCIA,SOFFIT,&FRIEZE 1/2'GYPSUM BOARD BOARDS TO MATCH EXISTING ( O ' NEW ROOF TO BEBUILT EXI T. - . ROOFSTRURCTUR TYP.2x8 WALLS - } —EX'sn"�R'DGE DETAIL AT ROOF q y _ _____ I _ _EXISTING RIDGE_ _ z X n N SCALE:1/2"=V-0" INSTALL NEW RAFTERS TO 2 MATCH EXIST.DOWN TOTHE NEW ROOF — —————— NEW2-1 314'x91/1• EXISTING RIDGE FASTEN BEAMS W!SIMPSON I lVL BEAM(FLUSH) - HUC0410 HD HANGER - NEW 4 x 6 POST UNDER a , END OF RIDGEBEAM - - - - INSTALL 5B•ANCHOR BOLTS AT 71'D.C.MAX. ` W/SIMPSON BPS&03 BEARING PLATES NEW 4 x 8 POSTS UNDER EACH - _ PLACE BOLTS WITHIN 6•-15"OF EACH END OF NEW BEAM - CORNER AND TO A 8'MINIMUM DEPTH 1 (ADDITION) e 0, 3•-(r T-r T-Cr m - - w • o e • e A q . A3 NEW, CRAWLSPACE 4 . I- . • a 17-0't 28•-0't i (EXISTING) - -17-0•t _ - (EXISTING) (EXISTING) e e - (EXISTING) - _.- EXIST. NOTES: CRAWLSPACE . ROOF FRAMING PLAN 1.). NL SSOTH RWI STOTE2x12's AV UNLESS OTHERWISE NOTED -2.) USE(2) FT N H2.5 HURRICANE CLIPS ANCHOR BOLT P LA N AT ALl RAFTERS ENDS .r, �--7 3.)VERIFY GUTTER TYPE/LAYOUT ai C COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR: �� � � SCALE DRAWING NO.: u EswO onoW AIREFalvm as THEM OUCTICN 9*&J DI OCO n 43 BREWSTER ROAD `°""FMS`n` "E CONTENT " 114"= 1' 0" IN n s RE9FaQ4GS FOR THE coMTN C THESE oRAwmGs�F CONSNOT*NDTmiM MASHPEE ,MA. 02649 COMEAU RESIDENCE T `OR cc THESE OMW R N TE S C FUR THE USE A4 PH. (508)274-1166 i TOF KESEOWHEANOTEO.MROtM MR EUS DATE FAX(508)539-9402 113 CROCKER NECK ROAD COTU•IT, MA. REVISED: 1/14/2014TNESE 7/16/2011 MCmnrcnow COv GHT FROTEcnON ACT OF f•xi