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HomeMy WebLinkAbout1749 PHINNEY'S LANE - Health 1749 Phinneys Lane Barnstable A = E I Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1749 Phinney's lane Property Address Terry Karras Owner Owner's Name information is required for every Barnstable MA 02630 8/20/13 page. Cityrrown State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When A. General Information thoutform on 5 on the computer, � (}J� l/JI�.JI use only the tab 1. Inspector: key to move your cursor-do not Robert Paolini use the return key. Name of Inspector Robert Paolini Septic Service � Company Name 17 Playground Lane Company Address v R O low F-�-4m Yarmouthport MA 02675' F� City/Town State (_n Zip Code" 508 362-3555 S14454 C-) Telephone Number License Number �= �s• r !.j 1 -� B. Certification " co 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: FX-1 Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation b the Local Approving Authority 8/20/13 Inspe is Signature Date 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. ****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. 41qll t5ins•3113 Title 5 Official Inspection F&b..ftc.Sewage Disposal System•Page 1 of 17 v � Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1749 Phinney's lane lug — Property Address Terry Karras Owner Owner's Name information is required for every Barnstable MA 02630 8/20/13 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ❑x 1 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. Check the box for"yes", "no" or"not determined" (Y, N, ND)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. ❑ Y ❑ N ❑ ND (Explain below): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 f 1 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1749 Phinney's lane Property Address Terry Karras Owner Owner's Name information is Barnstable MA 02630 8/20/13 required for every � page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ 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 ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ 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 ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): 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 t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1749 Phinney's lane Property Address Terry Karras Owner Owner's Name information is required for every Barnstable MA 02630 8/20/13 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 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 1 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 fecal coliform bacteria indicates absent 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: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes"or"No"to each of the following for all inspections: Yes No Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ 0 Discharge or ponding of effluent to the surface of the ground or surface waters gg A or clogged due to an overloaded SAS or cesspool ❑ 0 Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ 0 Liquid depth in cesspool is less than 6" below invert or available volume is less than '/2 day flow - t5ins•3/13 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1749 Phinney's lane Property Address Terry Karras Owner Owner's Name information is required for every Barnstable MA 02630 8/20/13 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ❑x Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ 0 Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ 0 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 fecal coliform bacteria indicates absent 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 and chain of custody must be attached to this form.] ❑ ❑x The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ N 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. For large systems, you must indicate either"yes" or"no" to each of the following, in addition to the questions in Section D. 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 11 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. t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Dsposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1749 Phinney's lane Property Address Terry Karras Owner Owner's Name information is required for every Barnstable MA 02630 8/20/13 page. City/Town State Zip Code Date of Inspection C. Checklist 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 ❑ 0 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? ❑ 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) ❑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? 0 ❑ 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: ❑ ❑x Existing information. For example, a plan at the Board of Health. ❑ 0 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(5)] D. System Information Residential Flow Conditions: 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 t5ins-W3 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 Commonwealth of Massachusetts upTitle 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1749 Phinney's lane Property Address Terry Karras Owner Owner's Name information is required for every Barnstable MA 02630 8/20/13 page. CitylTown State Zip Code Date of Inspection D. System Information Description: Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes 0 No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes 0 No information in this report.) Laundry system inspected? 0 Yes ❑ No Seasonaluse? ❑ Yes 0 No Water meter readings, if available last 2 ears usage d na 9 ( Y 9 (gP ))� Detail: Sump pump? E]na Yes 0 No Last date of occupancy: Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments •�''� 1749 Phinney's lane Property Address Terry Karras Owner Owner's Name information is required for every Barnstable MA 02630 8/20/13 page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ❑x No If yes, volume pumped:. gallons How was quantity pumped determined? Reason for pumping: Type of System: 0 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)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1749 Phinney's lane Property Address Terry Karras Owner Owner's Name information is required for every Barnstable MA 02630 8/20/13 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: Were sewage odors detected when arriving at the site? ❑ Yes ❑x No Buildingewer locate on site plan): S ( P ) Depth below grade: 1' feet Material of construction: ❑ cast iron FX1 40 PVC ❑ other(explain): Distance from private water supply well or suction line: 10'+ feet Comments (on condition of joints, venting, evidence of leakage, etc.): Joints appear tight.No evidence of Ieakage.System vented through the building vents. Septic Tank(locate on site plan): Depth below grade: 14" feet Material of construction: 0 concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 gl. Sludge.depth: 3" t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1749 Phinney's lane lug - Property Address Terry Karras Owner Owner's Name information is required for every Barnstable MA 02630 8/20/13 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 33" Scum thickness 1" Distance from top of scum to top of outlet tee or baffle 6" Distance from bottom of scum to bottom of outlet tee or baffle 11" How were dimensions determined? Measured Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Pump tank every 2 years.Inlet and outlet tees are in place.No evidence of Ieakage.Tank appears structurally sound. Grease Trap(locate on site plan): Depth below grade: feet 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: Date t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 1749 Phinney's lane Property Address Terry Karras Owner Owner's Name information is required for every Barnstable MA 02630 8/20/13 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(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 per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): `Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1749 Phinney's lane Property Address Terry Karras Owner owner's Name information is required for every Barnstable MA 02630 8/20/13 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert No 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.): Box is Ievel.Box has two outlet Iaterals.No evidence of leakage. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): *If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Foam-Not for Voluntary Assessments 1749 Phinney's lane Property Address Terry Karras Owner Owner's Name information is required for every Barnstable MA 02630 8/20/13 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ❑x leaching chambers number: 2 ❑ 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.): sandy dry soil.No signs of hydraulic failure.No ponding or damp soil. 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 ❑ No t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1749 Phinney's lane Property Address Terry Karras Owner Owner's Name information i e required for every Barnstable MA 02630 8/20/13 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy(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.): t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form s a Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 1749 Phinney's lane Property Address Terry Karras Owner Owner's Name information is required for every Barnstable MA 02630 8/20/13 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view 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. Check one of the boxes below: ❑ hand-sketch in the area below ❑ drawing attached separately r ® i t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1749 Phinney's lane Property Address Terry Karras Owner Owner's Name information is required for every Barnstable MA 02630 8/20/13 page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑X Check Slope ❑X Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 16' feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ Observed site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: As-Built ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: USED:USGS observation well data.USED:Technical bulletin 92-0001 annual ranges of groundwater elevations. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•3/13 Tide 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1749 Phinney's lane Property Address Tent' Karras Owner Owner's Name information is required for every Barnstable MA 02630 8/20/13 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ❑O Inspection Summary: A, B, C, D, or E checked ❑x Inspection Summary D (System Failure Criteria Applicable to All Systems)completed 0 System Information—Estimated depth to high groundwater Fx1 Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 r TOWN OF BARNSTABLE . LOCATION I Z P111,11 ,1PvS L AA/e SEWAGE # 00 VILLAGE dA RAls7A eG e ASSESSOR'S MAP.& LOTQJ7b 0J_'1, INSTALLER'S NAME&PHONE NO. 119 sM,4 c o o eR SEPTIC TANK CAPACITY 7< J-® LEACHING FACILITY: (type) -X A we LL S (size) 2 S--13 — ;k NO. OF BEDROOMS { BUILDER OR OWNER 4 A A A IC A-7 f PERMITDATE: I- COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 17 ! 'SIP i ' r No.. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTK DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIppYication for 13igoal *pgtemc Con0truction Verna Application for a Permit to Construct( ) Repair(�6 Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components � w Owner's Name,Address,and Tel.No. Location Address or Lot No. "11�01 > l�c9c Assessor's Map/parcel C90(ii .— i`� x�ts I?q9 TPKim ls Cep,. lus-wk Qn �16-ls 1 Installer's Name,Address,and Tel.Nq Designer's"Na e,A�1dress and Tel.No.( ,OZ)7 )5-970o j,? 17�k7.e,0Yt'�D�Y�'a".J"ky �t'I (�t7a1 C:2LA��IU�.C., 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(min.required) `,2 gpd Design flow provided gpd Plan Date q '( (p / � Number of sheets Revision Date Title Size of Septic Tank ,i�j�Q Type of S.A.S. S �6r'{j W?J Description of Soil Nature of Repairs or Alt rations(Answer when applicable)Q0 M BBC) cJ� t- 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. Signed Date e Application Approve Date I Application Disapproved by: _ Date for the following reasons Permit No. CliJ 0 o" Date Issued 131 i7 'No. Q0 009 Fee CIE COMMONWEALTH OF MASS-AG14,J-SETTS Entered in computer: PUBLIC HEALTHI-01 `%ISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rpprication for Mig;pont *p!gtem Con,5tructton Permit Application for a Yermit to Construct( ) Repair(k) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components . xr n Location Address or Lot No. L 1' Q, Owner's Name,Address,and Tel.No. I /Ile Assessor'sMap/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.CS0Z 7 7S'9�� �.? ��ICLc:.oti��oro,•11d ��I� (��,"1 C��ILL Type of Building: Dwelling No.of Bedrooms - " Lot Size sq. ft. Garbage Grinder ( ) _ Other Type of Building 1�t1�44`�lac No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 2tt_� gpd Design flow provided 3 D� gpd Plan Date q I (n � Number of sheets Revision Date Title Size of Septic Tank }r_G'Q Type of S.A.S. —SOO Dk IN G Description of Soil . j/ F Nature of Repairs or Alterations(Answer when applicable) .�Y�1 \ 5 G �1 (6ce Date last7inspected: } 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. t , Signed r Date Application Approve Date Application Disapproved by: Date for the following reasons Permit No. a Cc fD Q C� Date Issued � 3 ———————————————————————————————————————————— THE COMMONWEALTH OF MASSACHUSETTS n BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired Upgraded ( ) P Abandoned(, )by i'1`1 no 6_11, L}DaI at 'T)Vi( )}4n ��1 >x Y'1.�, � g ,} v I � � �" 'f`,i I�`�I n\."��.� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 6 0011 dated 3 Installer c>h e)(+ `-I�t�n t�t.►'t ) Designer ��I') �a-AJ f_ti— j #bedrooms ^? Approved design flow ',aQ v gpd The issuance of this permit shall not bett construed as a guarantee that the syste wi]IR,nct'o�42�� gned. Date �!� lO Inspector -------------------------------------------- No. �am( col Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS 1i.5po.5aY *patent Con$truction Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgra�de�( ) Abandon ( ) System located at C '1V,( � r' �t ck RQ 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 ust be completed within three years of the d e of this pGft. ��,Date 3T 5 Approver-- JAN-13-06 09 :28 AM R.,J. CADILLAC, PL8, R8 508 775 9700 P. 01 Notice: This Form Is To Be Used For the Repair Of Failed Septic Systems Only PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM 1, .J, 1.Rd,)`/ kL, , ,hereby certify that the engineered plan signed by me dated ��5 , concerning the property located at 7 P171.yx-, '.S meets all of the following criteria: e Two soil evaluations excavated for detailed examination(no hand augering)and two percolation tests shall be conducted. • This failed system is connected to a residential dwelling only. There are no commercial or business uses associated with the dwelling. • The soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes per inch. • There is no increase in flow andlor change in use proposed • 'There are no variances requested or needed. • The bottom of the proposed leaching facility will be located no less than five feet above the maximum adjusted groundwater table elevation. LAdjust the groundwater table using the Frimptor method when applicable] Please complete the following: A) Top of Ground Surface Elevation(using GIS information) 11) G.W.Elevation Z8 �+adjustment for high G.w. 7, DIFFE M: /- an B SIGNEDDATE: NOTICE Based upon the above information,a repair permit will be issued for bedrooms maximum. No additional bedrooms are authorized in the future without engineered septic system plans. q;Zgtic1pemexemp.doc ��� (/�// V / f , ��. J • 4 Town of Barnstable ��ZHE Tp� . y�P ti� Regulatory Services �2 Thomas F. Geiler, Director _ SARNSTABLE r. MAC- : Public Health Division �FnMpta Thomas McKean, Director 200 tVlain Street,.Hyannis, MA 02601 Office: 508-8624644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Designer: a cJ �►�.Rr_ , g � � ��[�"i >_�:A�- Installer: . c_ Address: .0. !30X S8 Address: , ,V Lnci 6_6 lti' • �rl(-1-R�y�a i, �1 :��iv�Z.t�r�, C1�¢�- On _ 1 .t Lt>Yy� was issued a permit to install a (date ler) ( �� septic system-at 174-q V\h-' S flat G based on a design drawn by (_address dated (designer) GM/_.-,I certify 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. -- 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 vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. N OFMASs�� o� RONALD JAVIES m (Installer's Signature) o CADJUAC y v #1060 o y SSG'/St P� gNITAR�P (Designer' S ure (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS - BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.. THANK YOU. Q:Heal th/Septic/Designer Certification Form i 7s 3 r o zr-0•291- r-0• I I A l!t4: (NEW SHED DORMER) ---------- A4 4' 3'-4 T$ T-6' 3'-6• v --------- 2'-10' 1 A A4 A EXIST. EXIST. B B B SINr} W—;- . EXIST. ——— SEAO°4 —— 1 BATH CLOS. CLOS. O 4 �_- ___ - ---- - - NEW 1f3'0'x6'8' O Q� :` x - i i---- \O--- ` . 6._2. BATH I, I I/2-r// 7 PLATFORM f l RAN E ~ t II EMOD. O O n 3'-10• T-2' _—N �J / \ L�____—__ KITCHEN W --- r 3'0'FOLDING n z 2-AIR SPACE ��ppR ./J/ly (VERIFY KITCHEN REFI AROUND CHIMNEY OQ I CLVJ. _ LAYOUT W/OWNER I LIN �, I 2'6'x 6.6' W 4 x 6 POSTS UNDFRR �'�-- NEW 3.1 3/4•x9 1 ENDS OF NEW BEAMSII III NEW3-1 3/4'x9 17 VL B r6•DOOR r6'DOOR BEAM(FLUSH) LVL BEAM(FLUSH) / }—- -— —- _----—__- a117jv1Y� r -,f-------- - EXPANDED EXPANDED N N NEW ly--------- ------ -- n 9 DN. -------- L----- BEDROOM Q) DN ® BEDROOM SISTER FRAME NEW 2 x Vs TO > j SISTER FRAME NEW 2 x Ws T& - EXIST.2 x Ss 8 INSTALL NEW O O EXIST.2 x 8's&INSTALL NEW x8J T 0 0 OIS S 12'o.c. 2xBJOISTS Lq 12'o.c. NEW3-1 3/4•x912' NEW3.1 314•x9 VT _ —_LVL BEAM(FLUSH) — — LVL BEAM(FLUSH) NEW 4 x 6 POSTS UNDER EXPANDED , �L�V OOO'P ________ _____ LAOO O00'P m ENDS OF NEW BEAMS NEW RAII CLOS. CLOS. G BEDROOM - ~ REMOD. r x W LIVINGZ j UP of 4 I_CI c c � X W L.EW EXIST. EXIST. EXIST. EXIST. RAMP A DOWN A4 7-2' 3•-10• TAW 2-2- A r o 1r o 7*-0• A4 (NEW SHED DORMER) 26-W 26•-d• . FIRST FLOOR PLAN SECOND FLOOR PLAN WINDOW SCHEDULE LEGEND: IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS EXISTING WALLS CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS 1__-J CONSTRUCTION TO BE REMOVED TABLE 402.1.1.(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) A ANDERSEN CW135 T-4 7/8"x T-5 1/2" CASEMENT IWI NEW CONSTRUCTION FENESTRATION SKYLIGHT CEtt1NG WOOD FRAMEDWALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWLSPACE WALL B " " TW24310 2'-6 1/8"X 4'-0 7/8" DOUBLEHUNG U-FACTOR u FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE 0.35 C A251 2'-4 7/8"x 2'-0" AWNING QS SMOKE DETECTOR 0.60 38 20 30 10113 10(2 Fr-DEEP) 10113 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS NOTES: ©CARBON MONOXIDE DETECTOR 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS 2.10113 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR 2.ANDERSEN 400 SERIES WINDOWS WHITE EXTERIOR OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL LOW-E HP 4 SUN GLAZING W/SCREENS&STD.HARDWARE 3.REFER TO IECC 2009 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS COTUIT BAY DESIGN. LLC NEW ADDITION/REMODELING FOR: �o�REORpS"SSIEBUIREi ONFIED MAC SCALE : DRAWING NO.: THESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD E°LL6ERESPT� LEFORMEOU�InT°" 114" - 1'-0" M THESE DRAWINGS IF CONSTRUCnON nM�G MASHPEE MA. 02649 McDONALD RESIDENCE `ESERAWIN SARESOLELY'O M PH. (508y�1/)274-1166 OF MEOMERNYEAAORSDRDNRSEO DATE FAX(50 ) 539-9402 THESE DRAWINGS REOUIR S FOR THE N OF THE OWNER NOTED.ANY OTHER USE OF 1749 PHINNEYS LANE BARNSTABLE, MA MESEOBAWINGSREOUIRESTREWNTTEN 11/21/2013 1 Al CONSENT OF THE DESIGNER UNDER ME ARCHITECNRILL COPYAIGM PROTECTION ACT OF't99p. a Y NEW I x 8 FASCIA W/ _ .. . I x 6 FRIEZE BOARD 12 O2 3L--- TOP OF PLATE ® 12 S ml NEW ASPHALT ROOF SHINGLES SECONDFLOOR _ SUBFLOOR _ o P OF PLATE _ ® ❑ ❑ , v oa LLU FIRST FLOOR I NEW W.0 SHINGLE - SUBFLOOR SIDING FRONT ELEVATION RIGHT ELEVATION - NEW ASPHALT ROOF NEW I x 8 RAKE BOARDS SHINGLES W/I x 3 DRIP BOARD - 2 12 12 �3 _ NEW I x 8 FASCIA,SOFFITTOP OF PLATE &1 x 4 FRIEZE BOARDS 12 NEW I x 6 CORNERBOARDS =��tf NEW i x4 TRIM W/ 2'SILL FM Jill SECOND FLOOR o SUBFLOOR P_OF PLATE NEW W.C.SHINGLE SIDING 5'TO W EATHER Y FIRST FLOOR - SUBFLOOR I I LEFT ELEVATION REAR ELEVATION THEDESCOTUIT BAY DESIGN. ��C NEW ADDITION/REMODELING FOR: CONSTRICTIONMALLBENOTIFIEDIFANY SCALE : DRAWING NO.: ERRORS OR OMISSIONS ARE FWW'ON THESE DRAW WGS PRIOR TO STMT OF 43 BREWSTER ROAD �8ERE WNN BLEFORME T°" 1/441 - 1'-0" IN THESE DRAWINGS IF CONSTRUCTION MASHPEE MA. 02649 COMMENCES WNHOUT ERRORS DIG THE MCDONALD RESIDENCE TME� NE DSaa ER�,FE DATE : �� PH. (508)274-1166 °F THE RA ERN RrQUI ESTHER"=EDF FAX(50S)539-9402 1749 PHINNEYS LANE BARNSTABLE, MA TRESEDRAWPttCR RIESTHEWCTION 11/21/2013 CONSENT OF THE DESIGNER UNDER THE MCNITECTURAL COPYRIGHT PROTECTION ACT OF Im o I z6•-0' -- 2S-0' 2•-(' 2z-Cr T-0' (NEW SHED DORMER) A SOLID 2 x 8 BLOCKING 1N THE OUTSIDE AQ A TWO RAFTER B CEILING JOIST BAYS aQ 48'o.e..ALLOW SPACE FOR AIR A4 FLOW ON THE UNDERSIDE OF ROOF SHEATHING INSTALL NEW 2x8 JOISTS BETWEEN EXIST. ' 2 x 8 JOISTS 8 SISTER FRAME TO EXIST.JOISTS O NEW 30'x 30'x Ir CONCRETE FOOTING EXIST.CONC. NEW 3 12'DUL BLOCK FOUND. STEEL(ALLY COLUMN WALLS 7•_9' r-9' - ED NEW3-2xi0GlRT NEW3-2x10GIR _ -__� 9 t 4 4 L I i`D.I NEW-J 2x,2 RIDGE BOARD )----1 L __NEW 2 x10 GIRT _-_ 1 I NEW 3- 10 GIRT T —1— f Y m J L � L J Ltd � L Z/Y\li REMO�. 0) BASEMENT rA I UP INSTALL NEW 2 x 8 JOISTS BETWEEN. 3-1 314'x 5 12'LVL HEADER EXISTING 2 x 8 JOISTS 4 A A A4 A4 7•-0' 26•-W (NEW SHED DORMER) 26-0 FOUNDATION PLAN ROOF FRAMING -PLAN NOTES: TYPICAL ASPHALT 1.) ALL ROOF RAFTERS TO BE 2 x 8's ROOF SHINGLES UNLESS OTHERWISE NOTED 518'CDX PLYWOOD SHEATHING 2.) USE SIMPSON H2.5 HURRICANE CLIPS 2 x 12 RAFTERS 15R FELT PAPER AT ALL RAFTERS ENDS SIMPSON H 25 HURRICANE CLIPS 3.)VERIFY GUTTER TYPE/LAYOUT WIND WASH ` ��BARRIER 3'O'WIDE ICE/WATER SHIELD W/OWNERS ALUMINUM DRIP EDGE NEW AZEK FASCIA FRIEZE 1 x 3 STRAPPING WI &SOFFIT BOARDS TO MATCH EXIST. 12'GYPSUM BOARD , TYP.2 x 6 WALLS I - CORNICE DETAIL SCALE:1/2"=1'O" ER DESIGNER SHIVLVEROTFIEO IF ANY SCALE : I E • DRAWING NO.: Q® COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR: ERRORS CET%0=ON FOR ME CONT.tl 1/4" = l THESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD INT ESE ST VMG5 FlO'ORsYRu 1/4" = 1'-0" MASHPEE ,MA. 02649 IN THESES INWGEECONSTRUCOON COMMENCES WITHOUTNOTMNG THE McDONALD RESIDENCE DESIGN�­NGS ARE SOLELY ER OFANY ERRORS OR MR RTHE U DATE : PH. (508)274-1166 ' TOF HESEE RAlYINNDTEDANY DTHFJt rrTEm A3 FAX(508) 539-9402 CONSENT OF THE REQUIRES UNDER DWRITTEN 1749 PHINNEYS LANE BARNSTABLE, MA CRCHITETUT COPYRIGHT 11/21/2013 ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990 I 1 NOTES: NAILING SCHEDULE 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS 110 MPH EXPOSURE B WIND ZONE &DIMENSIONS IN THE FIELD JOINT DESCRIPTION NO-OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING 2. CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, ROOF FRAMING: ) BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END DETAILS,&FINISHES IN THE FIELD WITH OWNER ' RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT• WALL FRAMING: SECOND FLOOR TO BE 6'6R ABOVE SUBFLOOR TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS 4- ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS HEAD TO STUD(FACE FAILEN) 2-is a 16d 24'D.D ) HEADER TO HEADER(FACE NAILED) 16d 16d 16'D.C.ALONG EDGES STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 FLOOR FRAMING: 5.) 110 MPH EXPOSURE B WIND ZONE,1.00 ASPECT RATIO JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, BLOCKING TO JOISTS(TOE NAILED) 2- 2-1ad EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-1616d 4-16d EACH BLOCK OR HORIZONTALLY W/BLOCKING AT EDGES,3-EDGE/12-FIELD NAILING LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10d PER JOIST 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U480 LOAD BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST 8.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL ROOF SHEATHING* SIMPSON COMPONENTS RAF E RAFTERS SS PANELS(PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO 16'o C. 8d tOd 6'EDGEl6'FIELD 10. ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS GABLE END TRUSSES OR RAKCEDE TRUSS SWIG 8d 10d 4"EDGE/4'FIELD ) GABLE END WALL RAKE OR RAKE TRUSS W10 OVERHANG 8d 10d 6'EDGFJ6'FIELD TO BE 3000 PSI I GABLE END WALL RAKE OR RAKE TRUSS 8d 10d W EDGE/6"FIELD 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W!OWNERS ON THE SITE W/BLE EN WALOUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS W!LOOKOUT BLOCKS 8d tOd 4'EDGFJ4'FIELD DURING FRAMING CONSTRUCTION CEILING SHEATHING: GYPSUM WALLBOARD - 5d COOLERS — T EDGE/10"FIELD - WALL SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) TYP. ROOF CONST. STUDS SPACED UP TO24"o.c. 8d 10d 6"E-DGE/1Y FIELD -2 x 10 ROOF RAFTERS @ 16"o.c. 12"&25/32'FIBERBOARD PANELS 8d = 3"EDGE/6'FIELD -SlW CDX PLYWOOD ROOF SHEATHING 12'GYPSUM WALLBOARD Sd COOLERS T EDGFJ70"FIELD -ASPHALT ROOF SHINGLES FLOOR SHEATHING- - -1SLB.FELT PAPER - -,0'HI-R CELLULOSE INSULATION WOOD STRUCTURAL PANELS(PLYWOOD) Ild 10d _ VOR LESS @ SLOPED CEILINGS(R=38) - GREATER THAN 1'THICKNESS 10d 16d 6'EDGFJS'FIELD -I V CELLULOSE INSULATION @ FLAT CEILINGS(R=38) .2 x 12 RIDGE BOARD -SIMPSON H 2.5 HURRICANE CLIPS AT ALL RAFTER ENDS -ICE/WATER SHIELD AT BOTTOM CONE.RIDGE VENT 3'0'OF ROOF -PROP,A VENT BETWEEN RAFTERS 12 12 -WIND WASH HARRIER BETWEEN RAFTERS—. -ALUMINUM DRIP EDGE 2 xAdPEILING J013TS�@ 16'O.C. \ TOP OF PLATE TYP-1 �FiYP.HD.ON `CONY.SOFFIT VENTS ),13ZRAPPING@16-D.C. TYP.WALL CONST. - - SIMPSON I BEDROOM #2 ,-2x6 STUDS @16'o.c - JOIST 2.12'PLYWOOD SHEATHING HANGER 3.6'(R=19)BATT.INSULATION SISTER FRAME NEW 2 x 8 12 4.12'GYPSUM HOARD JOISTS TO EXIST.2 x 6 5.W.C.SHINGLE SIDING JOISTS 8 HANG FROM NEW EXIST. RIM JOIST 6.TYVEK VAPOR BARRI��COND FLOOR SUBFLOOR EW 2 x 6 INTERIOR x o.c• 2 x 8 JOISTS @ 24-o.c. x u.a. TOP OF PLATE I RIM JOIST BETWEEN - EXIST.JOISTS , NEW 3-1 3/4"x 9 12"LVL BEAMS NEW 3"SPRAY FOAM INSULATION(R20) EXPAND. JOIST DETAIL BEDROOM SCALE:1!2"=1'-0" FIRST FLOOR ' SUBFLOOR 2x 8 JOISIS @24"o.c. 2x8 JOISTS @24"O.c. NEW 9'BATE. M f—NEW 3-2x 10 GIRT INSULATION(R=30) EXIST.CMU - FOUND.WALLS FULL I NEW 3-1/2-DIA.STEEL TO REMAIN BASEMENT LAILY COLUMN 1 I I I -NEW30-x30"x12- f CONC.FOOTINGS THE i I ERRORS OMISSIONS RE FOUND ON SCALE : DRAWING NO.: : Q® COTUIT BAY DESIGN, LLC ERRORSOROMISSIONSNREFOUNOON NEW ADDITION/REMODELING FOR: TMESE DRAWINGS PPoORTO START OF 1/4 , -0 CON STRUCTION.THEORTO GCONNIACTOR /I _ Il 43 BREWSTER ROAD INTWIL ESE DRAWINGS EFONSH C*N IN THESE DRAWINGS IF CONSTRUCTION MASHPEE ,MA. 02649 MCDONALD RESIDENCE OFTHENGESWROTED.AYOTHGTHE ��, THESE ER WIANYERRSOLELY N690N5 DATE PH. 508 274-1166 THESE DRAWINGS REQUIRE THEWRITTEHE OF THE OWNER NOTED.ANY OTHER 115E OF 11/21/2013 FAX(50 ) 539-9402 BARNS TABLE, ESE RAG CO REQUIRES PROTECTION 1749 PHINNEYS LANE BARNSTABLE, MA CONSENT OF HE DESIGNER UNDER THE ARCHITECNRAL COPYW GFR FROTECRDN ACT OF I990 ALWAYS DIG SAFE PRIOR TO CONSTRUCTION--UTILITY LOCATIONS SHOWN INCOMPLETE. JOB NO. B-05-10 NOT TO NOTE: THIS IS A SITE PLAN NOTES KARRAS.dwg SCALE SURVEY, AND NOT A COMPLETE 1. LOCUS IS A.M. 276, PARCEL 12. PROPERTY LINE SURVEY BY THIS 2. ELEVATIONS SHOWN ARE ASSIGNED. W OFFICE. LOT LINES SHOWN ARE 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED AUGUST 19, 1985. OLD JA►L LANE 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) APPROXIMATE. 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. + + 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. + + i z BENCH MARK--TOP & CENTER OF 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". CONC. BOUND= 62.96 ASSIGNED INSPECTION SCHEDULE 8. IF TWO OR MORE LINES, WATER TEST D-BOX FOR EQUAL FLOW ?��, a D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. QS N/F CALL R.J CADILLAC TO 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. RT INSPECT PR ' TO BACKFlLL. COVERS: BUILD UP COVERS TO 6" BELOW GRADE--2 ON TANK, 1 ON D-BOX, 1 ON LEACHING TERRY KARRAS 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, LOCATION MAP CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 0/ 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). D 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN TEST HOLE 1 2os' y LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. ( / - A / 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. DEPTH (inches) ELEV.(feet) � -� 0 64.1 -6�_ Sze NE 0 layer TEST HOLE DATE. September 2, 2005 5" 145.9t PERFORMED BY: Ron Cadillac, Soil Evaluator E layer 10yr 5/2 rn WITNESSED BY: ill' loam sand --- s4. PERC RATE: <2'-00"/inch (C layer) B layer 10yr 6/8 ' 68.99t SOIL SURVEY(1993): Eastchop loamy fine sand loamy sand �� 53 1647RESERVE \ Top Exist. Foundation GEOLOGIC MAP(1986): Sandwich Moraine deposits 32' 61.4 N/ -- , �.61.za F 63. �---- 6.6 TH � 9�� �, KARPELLS s.l 1 _�670 +66.74 67.6 A�� �tt �\a6 Invert 65.89 Invert 65.45 Q C layer 2.5y 6/6 o0 16s.1 Exist. pvc pipe Proposed 2 DRY WELLS med. fine sand �f7 Invert 62.28 TH 1 41 + &SS657 Use Gas Baffle� Proposed� s�- min. cps 62.6--Top Conc. P� \59.9C ose p S=3/8"/ft 64.01 58,c /E , 62.3-Top Peastone vERGROW�- '� ,E \ I Proposed S=1"/ft n Co. S=1" ft O - -P 68.2 � E ; Invert 65.70 + `?.1� 6s. E� 59.61 1500 Gal. n 68.4 67 1 I Proposed Septic Tank 1 8A - 59.18 i I 24 no water 6 8 7S I 1 140" 52.4 N = FPS 67 f 59'42 1 1 Invert 62.45 Invert 61.80 59.8 \ - 6" Stone or compact ProposedProposed7 4 Bottom 67. l o • N° T ti� - i ; P P 68 7 SF = i , i ' 6ao 1�' - 6' 1 N �5 1 TEST HOLE 2 C14 _ ( Bottom TH1=52.4 m DEPTH (inches) ELEV.(feet) BENCH MARK--N.W. CORNER OF DESIGN DATA yFR�Rr��_F � 0 67.0 BOTTOM STEP = 67.79 ASSIGNED „` A layer 10yr 3/3�R% N °> BEDROOMS: 3 5 loamy sand - P GARBAGE GRINDER: No E layer 10yr 5/3 _ \ 66.s �� LEACH AREA 10" loam sand REQUIRED CAPACITY: 330 GPD s 6s 0.+ / P SEPTIC TANK: 1500 GAL. USE 2 DRY WELLS WITH APPROX. 4' OF B Iayer sandyl loam /6 BOTTOM LEACHING AREA: 325 SF STONE ALL AROUND TO MAKE A 25' BY 36 64.0 \�66,1 ;-- `, V [(25' X 13')] 13' BY 2' DEEP LEACH AREA. N U 64.1 Q C layer 2.5y 6/6 l/ SIDE LEACHING AREA: 152 SF 6s.� med. fine sand \ (�//�/� [2(13'+ 25') X 2' DEEP)] 6 l 65.6 . 65.8 / J DESIGN CAPACITY: 353 GPD I p �Nc /64.6 [(325 SF + 152 SF) X .74 GPD/SF] AREA=3 6 7,900±S.F. {65.°��F s.1 / 6s.1/ y 65,2 66.1 / / 134" no water 55.8 66, / 65.85 ` 0� Q O SITE PLAN O� FOR THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. LOUIS & ELIZABETH KARRAS HOFMASS 1749 PHINNEYS LANE, BARNSTABLE, MA. F� OR E o� / SEP TEM B ER 16, 2005 SCALE: "1 =30' TEST HOLE LOCATION, NUMBER i. OVERHEAD ELECTRIC WIRES (IF SHOWN) # 1060 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) c sTE o� ss\0 EXISTING CONTOUR SgN1TAR\NlA SOR\�'(° RONALD J. CADILLAC, PLS, RS PROPOSED CONTOUR �(bC0 PROFESSIONAL LAND SURVEYOR & REGISTERE D SANITARIAN UTILITY POLE (IF SHOWN) EXISTING DRAINAGE CATCH BASIN P.O. BOX 258 FENCE (IF SHOWN, NOT ALL SHOWN) WEST YARMOUTH, MA 02673 TREE (IF SHOWN, NOT ALL SHOWN) HEALTH AGENT APPROVAL DATE (508) 775-9700 ©2005 BY R.J. CADILLAC PAGE 1 OF 1