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0230 SEAPUIT RIVER ROAD - Health
230 Seapuit River Road' Osterville A= 070-001-003 t � 7 . 0�1HE r Town of Barnstable Barnstable �" do " Regulatory Services Department j"d"c j BA.RNSE"M + MASS. Public Health Division 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL#70081830000205009755 7/09/2009 Richard Lawrie 20 Snow's Hill Lane Dover, MA 02030 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at 230 Seapuit River Road was last inspected on December 6, 2008 by James,M. Ford, a certified septic inspector for the State of Massachusetts. .The inspection of the septic system showed that.the system "Conditionally Passed" under the guidelines of 1995 TITLE 5 (310 CMR 15.00)..Part of the leach pit is located underneath the driveway. You are ordered to repair the septic system within two(2) years from the date you receive this notification by either relocating the driveway, or replacing the leach pit with an H2O component. Failure to repair the septic system within the deadline period will result in future enforcement action. . PER 0 OF TH BOARD OF HEALTH as McKean, R.S., CHO Agent of the Board of Health - 10-7 Of 00 COMMOMNEALTH OF MASSACHUSETTS EXECUTIVE OFFICE.OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION TITLE 5 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS' SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 230 Seapuit River Road Osterville. MA 02655 Owner's Name: Richard Lawrie Owner's Address: Date of Inspection: December 6, 2008 Name of Inspector: (Please Print) James U. Ford Company Name: James M. Ford Mailing Address: P.O.Box 49 - Osterville.MA 02655-0049 Telephone Number: (508) 862-9400 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 perfonned 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: Passes nditionally Passes ✓ e ds Further Evaluation by the Local.Approving Authority _ a. s Inspector's Signature:. Date: December 29 2' P g 008 The system inspector shall`subi it a copy of his.inspection,report to the Approving Authority of Health or DEP)within 30 days of completing this ins ection. 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 has cesspool and is in the driveway and not H-20 loading . ****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. r 'Title 5 Inspection Form 6/15/2000 page l 'Page 2 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION- (continued) Property Address: 230 Seanuit River Road Osterville, MA Owner: Richard Lawrie Date of Inspection: December 6 2008 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System.Passes: 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 detenninedY,N,ND)inthe 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(§): The.system will pass inspection.if(with approval of the Board of,Health): broken pipe(s)are replaced obstruction is removed ND explain: 2 \ 2 Page 3 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 230 Seapuit River Road Osterville, MA Owner: Richard Lawrie Date of Inspection: December 6 2008 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 System has original cesspool 1925 and is under the driveway and not H-20 loading needs further evaluation by health dept. 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 coliforin 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 cope of the analysis-must be attached to this form. 3. Other: 3 'Page 4 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 230.Seapuit River Road Osterville, MA Owner: Richard Lawrie Date of Inspection: December 6, 2008 D. System Failure Criteria applicable to all systems: You must indicate either"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 ✓ 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 ✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than 'h day flow ✓ 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. Any portion of a cesspool or privy is within 50 feet of a private water supply well. ✓ 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 form.] 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 System: To be considered a large system the system must serve a facility with a.design flow of 10,006 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 Il 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. 4 Page 5 of 11 OFFICIAL INSPECTION:FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 230 Seapuit River Road Osterville, MA Owner: Richard Lawrie Date of Inspection: December 6, 2008 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? ✓ 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 backup? ✓ _ Was the site inspected for signs of break out? ✓ _ Were all system components,excluding the SAS, located on site? ✓ 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 maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been detennined based on: Yes No ✓ _ 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)]. 5 Page 6 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 230 Seapidt River Road Osterville, MA . Owner: Richard Lawrie Date of Inspection: December 6, 2008 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): N/a Number of bedrooms(actual): 6 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): n/a Number of current residents- n/a Does residence have a garbage grinder(yes or no): n/a Is laundry on a separate sewage system(yes or no): 'n/a [if yes separate inspection required] Laundry system inspected(yes or no): no Seasonal use(yes or no): no Water meter readings, if available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): Last date of occupancy: Unknown 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 Source of information: Unavailable Was system pumped as part of the inspection.(yes or no): e'L— If yes,volume pumped: gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM 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: Date of installation 1925-original system Were sewage odors detected when arriving at the site(yes or no): No 6 Page 7 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 230 Seapuit River Road Osterville, MA Owner: Richard Lawrie Date of Inspection: December 6, 2008 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction: _cast iron _40 PVC other(explain): Distance from private water supply well or suction line: Cormnents(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: ✓ (locate on site plan) Cesspool acting as aseptic tank . Depth below grade: Cover to grade Material of construction: ✓ 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: Block tank? Size unknown Sludge depth: 12" Distance from top of sludge to bottom of outlet tee or baffle: - Scum thickness: 2" Distance from top of scum to top of outlet tee or baffle: - Distance from bottom of scum to bottom of outlet tee or baffle: How were dimensions determined: Comirients(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity,liquid levels as related to outlet invert, evidence of leakage, etc.). The tank looks like its made out of blocks. Could not find the outlet vine. Steel cover was to grade GREASE TRAP:. None (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: Comunents(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-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 230 Seamit River Road Osterville, MA Owner: Richard Lawrie Date of Inspection: December 6, 2008 TIGHT or HOLDING TANK: None (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: None (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: 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: None (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.): 8 Page 9 of 11 Y OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 230 Seapuit River Road Osterville, MA Owner: Richard Lawrie Date of Inspection: December 6, 2008 SOIL ABSORPTION SYSTEM(SAS): ✓* (locate on site plan,excavation not required) If SAS not located explain why: Type ✓ leaching pits,number: Teaching chambers,number: leaching galleries,number: leaching trenches,number, length: leaching fields,number,dimensions: ✓ overflow cesspool,number: 2 overflows 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.): Both cesspools ivere drv.First one overflows two the second one.Steel covers are to grade Second cesspool is under the driveway and not H 20 loadine. Looks like original dated 1925 Chance of cave in or calaspe ? Further•evaluation by town health dept. needed CESSPOOLS: None (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: None (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.): 9 Page 10 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 230 Seapuit River Road Osterville, MA Owner: Richard Lawrie Date of Inspection: December 6, 2008 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two pennanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. .. C3A,-k A P(,o1 Q - - i a (�7 �1(0 �Au� �f1JL W� • 3 0 3 10 Page 11 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 230 Seapuit River Road Osterville, MA Owner: Richard Lawrie Date of Inspection: December 6, 2008 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 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: Topographic and water contours maps Checked with local excavators, installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Using Barnstable topographic and water contours maps the maps were showing approximately 25'+%to ground water at this site. This report has been prepared only for the septic system and components described herein. This septic system has been inspected and needs further evaluation as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees, either expressed, written or implied, relating to the septic system, the inspection, this report and/or any components of the septic system which have not been located and inspected. 11 t� TO N OF BARNSTABLE LOCATION _a3D Sb/,P U� �V G r SEWAGE# VILLAGE D S��fvA- ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY_ QJJ p IA � LEACHING FACILITY:(type) CQs s(J(p (size) NO.OF BEDROOMS OWNER �AWfI t� PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility y 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 j within 300 feet of leaching facility). feet FURNISHED BY S'ICC Frio-, J Fvr2: e � . C3A�k c0 0 3 i TOWN OF BARNSTABLE LOCATION Z30 51ffA?-t T CZt*JkftZ ROAD SEWAGE# VILLAGE 05F ea-V i+-LL�t1y I SSOR'S MAP &LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY `Z()OU-r'C/fit.. , 1 LEACHING FACILITY (type) C'655 Poi L Z (size) A-L . NO. OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 eo yh w Q _V i I A, T(L (j 3 � t r-,La1 e{ m ,r,. Z i i . oo, c Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments W 230 Seapuit River Road Property Address Kathreen Haley rtia Owner Owner's Name information Is R required for every asterville MA 42655 4.1-20 page. City/Town 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. Ofrr�Z' Important:When filling out forms A. Inspector Information � b, ' •..N� . on the computer, g: .LAMES use only the tab James D.Searsr-% i key to move your Name of Inspector :rn curuse the return not Robert B.Our Co. INC. use the return --- � Ice . Company Name y 363 Whites Path �iy���fflfliN SP11"`��0 rib Company Address South Yarmouth MA 02664 Cityrrown State Zip Code run 508-477-8877 _ S1623 Telephone Number License Number B. Certification I certify that: I;am a DEP approved system Inspector in full compliance with Section 16.340 of Title 5 (310 CMR 15.000); 1 have personally inspected the sewage disposal system at the property address listed above; the information reported below is true, accurate and complete as of the time of my inspection; and the inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems.After conducting this inspection I have determined that the system: 1. ® Passes 2. ❑ Conditionally Passes 3. ❑ Needs Further Evaluation by the Local Approving Authority 4. ❑ Fails COWLA-4- xy 4-1-20 1 pector's 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 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 form should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Please note: 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. lbinsp.doc•rev.712 612 01 8 Title 6 Official Inspection Form:Subsurface Sewage olsposal system-Page 1 of 18 • f r Commonwealth of Massachusetts Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 230 Sea uit River Road Property Address Kathreen Hale r Owner Owner's Name Information Is MA 02655 4.1-20 required for every Osterville CitylTown Slate Zip Code Date of Inspection page, C. Inspection Summary Inspection Summary: Complete 1, 2, 3, or 5 and all of 4 and 6. p Y 1) System Passes: ® I have not found information f 1 which indicates any of rinc described In 310 CMR 15303 any 310CMR15 304exist Any failure the failure not evaluated are Indicated below. Comments: Note: System Is for main house & Garage apt... The system is two tank's-two D Sox's and one leaching Note: Leaching is for house and apt.. 2) 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 exflltration 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 N ❑ ND (Explain below): • Title 6 official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 18 t6lnsp.doc rev.7126/2018 Commonwealth of Massachusetts Title 5 Official Inspection Form - Subsurface Sewage Disposal System Form -Not for Voluntary Assessments !%M1 230 Seapuit River Road Property Address Kathreen Haley Owner Owner's Name Information is required for every Osterville MA 02655 4-1-20 page. CityfTown State Zip Code Date of Inspection C. Inspection Summary (cont.) 2) System Conditionally Passes (cont.): ❑ Pump Chamber pumpslalarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired, ❑ 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 [I ND (Explain below): ❑ obstruction Is removed ❑ Y - [] N ❑ ND(Explain below): 3) 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. a. 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: Wlnsp.doo•rov.7/2612018 Title 6 Official Inspection form:Subsurface Sewage Disposal System-Page 3 of 18 Commonwealth of Massachusetts Title 5 official Inspection Form a Subsurface Sewage Disposal System Form •Not for Voluntary Assessments 230 Seapuit River Road Property Address Kathreen Haley Owner owner's Name 02655 4-1-20 Information Is Oster Ville MA _ required for every Cllste 4 State Zip Code Date of Inspection page. C. Inspection Summary (cont.) ❑ 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 b. 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. c. Other: 4) 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 ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool Title b Midst inspection Form;Subsurface Sewage Disposal System•Page 4 of 10 Wnsp.doo•rev.712612018 Commonwealth of Massachusetts Title 5 official Inspection Form a Subsurface Sewage Disposal System Form-Not for Voluntary Assessments F230 Seapuit River Road Property Address Kathreen Haley Owner Owner's Name Information Is Osterviile MA 02665 4-1-20 required for every page, CitylTown State Zip Code Date of Inspection C. Inspection Summary (cost) 4) System Failure Criteria Applicable to All Systems: (cont.) Yes No ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cl is less than 6"below invert or available volume is less than Y2 day flow 611e 1v ❑ ® 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 water supply well. ' ❑ Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portlon'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.) ❑ ® The system is a cesspool serving a facility with a design flow of 2000 gpd- 10,000 gpd, ❑ ® 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. 5) 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 C.4. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply i ❑ ❑ 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 II of a public water supply well 151nsp.doc rev.7126/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposat System-Page 6 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments k 230 Sea uit River Road Property Address Kathreen Hale Owner Owner's Name information is MA 02655 4-1-20 required for every 4sterville — City/Town State Zip Code Date of Inspection page. C. Inspection Summary (cunt.) If you have answered "yes" to any question in Section C.5 the system Is considered a significant threat, or answered "yes"to any question in Section CA above the large system has failed. The owner or operator of any large system considered a significant threat under Section C.5 or failed under Section CA shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 6. You must indicate"yes" or"no"for each of the following for all Inspections: 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? ❑ ® 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? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ 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 maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ 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(5)1 Title 6 Ofriclai inspection Form:Subsurface Sewage Disposal System•Page 6 0118 t5insp.doo•rev.7/26/2018 Commonwealth of Massachusetts - Title 5 official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments _230 Seapuit River Road Y - `� Property Address Kathreen Haley Owner Owner's Name information is Osterville MA 02655 4-1-20 required for every - page. City/Town State Zip Code Date of Inspection D. System Information No-7-, A X, Fluc."SE -7 /9 P7" ._ 1. Residential Flow Conditions: Number of bedrooms(design): 8 Number of bedrooms (actual): 8 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 880 Description: 2000 Gal. Tank - 1500 Gal. Tank-Two D Box's and 8 chamber's. 2 Number of current residents: Does residence have a garbage grinder? ❑ Yes ® No Does residence have a water treatment unit? ❑ Yes ® No If yes, discharges to: — Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No Information in this report.) Laundry system inspected? ❑ Yes ® No Seasonaluse? ❑ Yes ® No Water meter readings, If available last 2 ears usage d 2018-55,000Gals g ( y g (gp )) 2019- 74,000Gal's Detail: Sump pump? ❑ Yes ® No Present Last date of occupancy: Date 161nsp.doc•rev.7126/2010 Title 6 oiriclei inspection Form:Subsudeoo Sewage Disposal System Page 7 or 18 commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 230 Sea uit River Road Property Address Kathreen Hale Owner Owner's Name information Is osterville MA 02655 4 o of I Date of required for every State Zip Code Inspection page. CitylTown D. System information (cont.) 2. commercial/industrial Flow Conditions: Type of Establishment: 3 : a d esi n flow based on 310 CMR 15.20 ) gallons per day{gp D g ( Basis of design flow(seats/persons/sq.ft,, etc.): ❑ Yes ❑ No Grease trap present? ❑ Yes ❑ No Water treatment unit present? If yes, discharges to: Yes ❑ No Industrial waste holding tank present? ❑ Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date other (describe below): 3. pumping Records: NA Source of information Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Title 6 Official Inspection Form:Subsurface Sewage Disposal System Page 8 of 18 l6insp.doc rev,712612018 Commonwealth of Massachusetts r ,6 Title 5 official Inspection Form i Subsurface Sewage Disposal System Form -Not for Voluntary Assessments v 230 Seapuit River Road Property Address Kathreen Haley Owner Owner's Name Information Is Osterville MA 02656 4-1-20 required for every page, Oitylrown State Zip Code Date of Inspection D. System information (cont.) 4. Type of System: ® 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,l/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe); Approximate age of all components, date installed (if known)and source of information: 2010 Permit#210- 148. Were sewage odors detected when arriving at the site? ❑ Yes ® No 5. Building Sewer (locate on site plan): 32" -Depth below grade: feet Material of construction, ❑cast iron ® 40 PVC ❑other(explain): Distance from private water supply well or suction line:. feet Comments (on condition of Joints, venting, evidence of leakage, etc.): Pipeing is 4" PVC SCH -40. I6insp.doc rev.71261201E Title 6 Official Inspection Form:Subsurface Sewage Disposal System Page 9 of 16 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurfac® Sewage Disposal System Form -Not for Voluntary Assessments 190i 230 Seapuit River Road - Property Address Kathreen Haley Owner Owner's Name Information Is Osteryille MA 02655 4-1-20 required for every CIty/Town State Zip Code Date of Inspection page, D. System Information (cont.) 6. Septic Tank(locate on site plan): 22" Depth below grade: feet Material of construction: ® 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 House Apt. Dimensions: 2000 1500 311 211 Sludge depth: 28" Distance from top of sludge to bottom of outlet tee or baffle 27" 3" O„ Scum thickness 811 p Distance from top of scum to top of outlet tee or baffle 1511 5" 18" Distance from bottom of scum to bottom of outlet tee or baffle Asbuilt-Plan-Tape How were dimensions determined? Sludge Jud e Comments(on pumping-recommendations, Inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 22" Below grade w134"cement cover's at 6". In and outlet tee's.Apt.Tank and outlet cover at 11" below rade wlInlet under large bush. In and outlet tee's. No sign In tank's of leakage or over loadinU Title 6 Official tnspection Form:Subsurface Sewage Disposal System page 10 of 16 I6insp.doo rev.7126120 18 Commonwealth of Massachusetts -� Title 5 Official Inspection Form .. Subsurface Sewage Disposals System Form-Not for Voluntary Assessments 230 Seapuit River Road Property Address Kathreen Haley Owner Owner's Name Information is required for every Osteryilie MA 02655 4-1-20 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 7. 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 Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet Invert, evidence of leakage, etc,): r 8. 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 181nsp.doc rev.7/26/2018 Title b Official Inspection Form;Subsurface Sewage Disposal System-Page 11 of 18 c Commonwealth of Massachusetts i - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments "+ 230 Sea uit River Road Property Address Kathreen Hale Owner Owner's Name Information Is Osterville MA 02655 4-1-20 required for every City/Town State Zlp Code Date of Inspection page. D. System Information (cant.) 8. Tight or Holding Tank(cont.) 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 9. Distribution Box(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.): Two D Box's Box#1 at 18" below grade, Box#2 at 1' below grade Both Box's are clean and solid. No si n of over Ioadin or solid Carr over. Title 6 Officlel Inspection form:Subsurface sewage Disposal Syslem Page 12 of 18 lbinsp.doo-rev.7/2612018 f Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 230 Sea uit River Road Property Address Kathreen Hale Owner Owner's Name Information Is Osterville MA 02655 441-20 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 10. 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. 11. Soil Absorption System (SAS) (locate-on site plan, excavation not required): If SAS not located, explain why: Type: ❑ leaching pits number: ® leaching chambers number: 8 ❑ leaching galleries number: ❑ leaching,trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: t5lnsp.doo-rev.7/26/2018 Title 6 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 18 Commonwealth of Massachusetts r Title 5 Official Inspection Form Subsurface Sewage Disposal System Form • Not for Voluntary Assessments tk 230 Sea uit River Road Property Address Kathreen Haley — Owner owner's Name information Is Osterville MA 02655 4-1 JO required for every Clty/Town State Zip Code Date of Inspectlon page. D. System Information (cont.) 11. Soil Absorption System (SAS) (cont.) Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Leaching is 8 flow's (12'x72') Flow's are wet on bottom wlclean like new walls. No sign of over loading or solid carry over. — 12. 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 Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): d 16lnsp.doo•rev.7/2ela01e 71tte 6 official Inspection Form:Subsurface Sewage Disposai system•Page 14 of 18 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments Y , • ,t 230 Seapuit River Road Property Address Kathreen Haley_ Owner Owner's Name Information is required for every Osteryille MA 02655 4-1-20 require ---• page. City(rown State Zip Code Date of Inspection D. System Information (cont.) 13. 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.): Mnsp.doc rev.7/26/2018 Title 6 Official Inspection Form:Subsurface Sewage Disposal System Page 16 of 16 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments I 230 Seapult River Road Property Address Kathreen Hale Owner Owner's Name lnformat4on is MA 02655 4-1-20 required for every Osteryille — page. City/Town Stale Zip Code Date of Inspection D. System Information (coat) 14. 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 d5lnsp.doc•rev.W2612018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 18 Mar.1320,03;32p Capewide Enterprises 5084774977 p,10 3/13/2020 Assessing As-Built Cards TOWN OI'DARNUARLE LOCATION sewAou t o l qk VTLLACr$ /61 A ASSESSOR'S MAP&PARCF,fr /—(jQ,00 INSTALLaRs NAMB&PHONE NO, SEPTIC TANK CAPACITY LEAC14IN6 FACILITY;(typo) NO,OF H[DROOMS OWNER PERMTT DATEt /�� GOMPLIANCII DATE; Separation Distance Belaeen lhet yy� Maximum Adjusted Groundwater Table to the Bottom ofl eachino Facility ,1- Peel Private Water Supply Wetl and le DYffigFacility(rftoy wells exist �l/ on site or within 200 feet of leaching faollity) .VA Feet Edge of Wetland and Leacbing Facility Of any wetlands exist Within 300 feet ortcaehing facility) �f�,_ Feet FURMSHED BY (}-i x iq A- {,— mi' oz r' i ► ..�ror 4 — �-ia8r ID_ 167r g� 0 LA 14.jar y-ilwo 9.156' hitps:/lwvrev.townotbarnstable.us/De partmentstAssessing/Property_Values/H Mdisplay.asp7mappar=07000 t 003&seq-2 1/2 Commonwealth of Massachusetts Title 5 Official Inspection Form y a Subsurface Sewage Disposal System Form •Not for Voluntary Assessments a 230 Seapuit River Road, Property Address Kathreen Haley --- Dwnar Owner's Name Information is Osterville _ MA 02655 4-1-20 required ge. for every City/Town State Zip Code Date of Inspection D. System Information (cant.) 15. Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: f 127 et Please Indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record 2-5-10 If checked, date of design plan reviewed: Date a ❑ 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) ❑ Accessed USGS database -explain: You must describe how you established the high ground water elevation: T,Kon Design plan. 2-5-10 12.7" G.K. Bottom of leaching at 5' below grade. Bottom of leaching at Ah.7' above T.H. Depth. Before filing this Inspection Report, please see Report Completeness Checklist on next page. 15insp.doc rev.7/2612018 Title 6 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 118 s c� Commonwealth of Massachusetts r Title 5 Official Inspection Form 3 Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 230 Seapuit River Road Property Address Kathreen Haley Owner Owner's Name information Is required for every Osterville MA 02655 4-1=20 page. City mown State Zip Code Date of Inspection E. Report Completeness Checklist Complete all applicable sections of this form inclusive of: ® A. Inspector Information: Complete all fields in this section. ® B. Certification: Signed & Dated and 1, 2, 3, or 4 checked ® C. Inspection Summary: 1, 2, 3, or 5 completed as appropriate 4 (Failure Criteria) and 6(Checklist)completed ® D. System information: For 8: Tight/Holding Tank- Pumping contract attached For 14: Sketch of Sewage Disposal System drawn on pg. 16 or attached For 15: Explanation of estimated depth to high groundwater Included ,4 c�i Nrr y7"7 t5irup.doc rev.712612018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 18 of 18 o1P7/aa//� TOWN OF BARNSTABLE c, LPCATION SEWAGE# e�-J VILLAGE d�4,6.,, ASSESSOR'S MAP&PARCEL 070IM (�� INSTALLERS NAME&PHONE NO. )PM4,d SEPTIC TANK CAPACITY aW r(//' M2 N-.:� LEACHING FACILITY:(type) 2 (size) ,Q 'ix 7a NO.OF BEDROOMS OWNER K.P PERMIT DATE: 0 COMPLIANCE DATE: /01 l%-7 tJ O Separation Distance Between the: i 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) Z4 Feet FURNISHED BY' ,=� s Ul s (x1 d� 6� om 71 Z -� aQ -J .G' , IqFee i 14 �:� THE COMMONWEALTH OF MASSACHUSETTS; Entered in computer: , Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 01ppYication for )Digpoq;a16p5tem CCon5truction Permit pplication for a Permit to Construct( . )Repair( )Upgrade Abandon( ) Complete System ❑Individual Components / 'Location Address or Lot No. Z 3d 5cap�,t I���cw 0:0 Owner's Name,Address and Tel.No. Assessor's Map/Parcel l.D SvXaw-d IA-1 yAc r, TDeur•- MA 020-96 Ins ler s res , d Te o Designer's Name,Address and Tel.No. .50 a 7 71-7$10 Z; O/J eu C 5 jo " A- W- I S" ,(?P• (Jn � 5• t H �.-.nos ®Z�c�� ,-.Type-of Building: Dwelling No.of Bedrooms Lot Size Z, ? AC sq-ft. Garbage Grinder(Alo) Other TI pe of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow It0 �/ �� gallons per day. Calculated daily flow 680 gallons. Plan Date 5-Z O--7_m10 Number of sheets 71r-c Revision Date Title �S e_ < " 10- Size of Septic Tank JM�'g% 1 tgo9t 2, CQ6 cr l l Type of S.A.S. ( i ' SEt>ae vncc�ci' 6G—/e/fit, I. 5cro �0//. /z.`r�7Z ' x Description of Soil Qe-k.. 4% SoiI l^og5 A4 J2140 P- )ZIr633 Nature of Repairs or Alterations(Answer when applicable) Pum,2 1 i 61 d s N-'ik1'►'1 a Cr�i.,�rrra� Date last inspected:_j Z- 6 - 2 0 o 8 � Agreement: O The undersigned agrees D-mstm9heconstructio and mainten of the a re described on-site sewage disposal system in accordance with the visions of Title 5 1 C ce sys n operation until a Certifi- cate of Compliance ha be sued b o r �� ' ' 3;N11"iv c N. z Si d Date 1 �� 0 � xG_rD 1 Application Approved by Date - Application Disapproved for the follo reasons j N Permit No. go I ! Date Issued S ``� ^(0 • ° � •�w � � L/ �!s' ice- �:� "` / 5 /'� . +4 No. 1 t ' it f �.{� 3 'a 7 w Fee Aj .,F` A Entered in computef` THE COMMONWEALTH OF MASSACHUS n. 1 .a 1 ^ ' t0 ; ASSACHUSETTS -- U LIC HEALTH DIVISION T WN OF BARNSTABE, T. , ,� F ric�ct o for :t� o a�r`�p to -�. o�t trurtiott erml j pplication for Permit to Construct,(, )Repairs(- )Upgrade N Abandon ) X Complete System El Individual Components,.��r "1 Location Address or Lot No. Z 30 Sca v it Q Owner's Name,Address and Tel.No. OsHrru 1<I P. HC1I Assessor's Map/Parcel Zo 5vnomd9 lI YYIa 070; P*rcc1 60/-0a3 DOt,+r mA 02038 Instal er dtess, d Te o. Designer's Name,Address and Tel.No. 50S' 7/,- �N5 7su C. St-aphe., A. L%)i Isw, ,IMF. r�p � � 'f"f//rN0✓ CS' G-c tC r' N�6 60 pe of Building: Dwelling ; No.of Bedrooms g Lot Size 2. 2 Ac scat. Garbage Grinder(410) Other Type of Building No.of,Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow�aAd� gallons per day. Calculated daily flow 080 gallons. Plan Date Number of sheets ��� 2, tiiy Revision Date Title S w P 64: I Size of,Septic Tank Wcxuse Z, o?o 4a I I Type of S.A.S. F•I gzusabob Qj I ' Stone vr%k2 _ Ga A,-'f• /i siyo 90W /z.'u7Z ' •Description of Soil ^. ae 6C -1-9 Soi I ea ,r214 w P- J J, f, Nature of Repairs or Alterations(Answer when applicable) P .5 us r M, CC41.7&_3cA td-u.- e�c�s 4,nJ tag eloN ce E Date last inspected: 12- — Zoota Agreement: O The undersigned agrees_to-ensure-the constructo and maintenan 6 of the afore described on-site sewageMdisposal system in accordance with the` ro�ions of Title15ffie/E a�ro tal d/e M- dace the sys a in operationuntil a Certifi-cate of Compliance ha bee ssuedh o � KMN., .� /Z1/C3 N i ed Date {0 Application Approved by \ Date -moo-�V N= Application Disapproved for the follo' ig reasons Permit No. U Date Issued S -�C^�U " t t• ————— ------------------------- ��� THE COMMONWEALTH OF MASSACHUSETTS / BARNSTABLE, MASSACHUSETTS t 0%Jn 57 Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( ) Upgraded ()e_) Abandoned( )by at A 30 0 <_r vi has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. U t 0 ' fit' dated s—A0 to Installer Designer A _1 The issuance of th s pe it shall not be construed as a guarantee that the system• tll�functiod as desi ned. Date J Inspector 1� r �A",A_p ie� No. 47X Fee sy _r THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE^ MASSACHUSETTS Bi.5pogat *pgtem Cowaruction Permit ' Permission is hereby granted to Construct( :- )Repai ( ) pgrade'o�,)Abandon( / System located at 3 _ D 5 4e)r V 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 completed within three years of the date of this pert t. Date: O ( v2 , __�_ Approved by TRANSMITTAL BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3`d Floor,Hyannis,MA 02601 Tel:(508)771-7502 Fax:(508)771-7622 Date: May 19,2010 TO: Dave Stanton Total No.Pages: 4 Health Department BN Job No.: 2007-026-1:02 200 Main Street Subject: 230 Seapuit River Road Hyannis,MA 02601 Oyster Harbors Phone: cc: files We are sending you ®Attached ❑Under Separate Cover ❑Via Fax(No. of pages including Transmittal Sheet) ❑First Class Mail/Registered#: ; ❑ Overnight ❑Pick up ®Hand Delivery The following documents: ❑Prints/Plans ❑ Order of Conditions ❑Variance Approval ❑Recording Slip❑ Septic System Permit ❑Notice of Intent ❑Determination of Applicability Other DATE COPIES NO. PAGES DESCRIPTION 2/5/10 One set 3 Soil Logs P-12, 833 These items are transmitted as checked below: ® For Your Use ❑As Requested ®For your Files ❑ For Review And Comment ❑For Recording ®As Required Remarks: If you have any questions or comments,please do not hesitate to contact me directly at 508-771-7502;,extll3 or via email a8 .�- swilson(a,baxter-nve.com. C" C1 C) Stephen A. Wilson,P.E. co Y C" v M t 0:\2007\2007-026-1\ADMMTRANSMITTALS\2007-026-1 T4 Soil Logs 5-19-10.doc Note: This transmittal contains privileged information.Please contact the sender immediately if this transmittal is illegible, incomplete or not intended for your use.Thank you. I:\document templates/transmittal template Town of Barnstable PH � .33 of1ml row Department.of Regulatory Services BARNSTABLE, : Public Health Division Date / .2� o. MASS, 200 Main Street,Hyannis MA 02601 ABED MAC A Date Scheduled Tithe Fee Pd. �D _ .Soil.Suitability Assessment for'Sewage Disposal ' n Performed By: ,S/-v� ///aG=l1 I�L:' Witnessed By:. I / ,�iGf W. l �„ LOCATION & GENERAL INFORMATION Location Address 23� S c�Io v ¢ t'��tr� �� Owner's Name`LC, h H a. t r l 0v .4,. �2rborS Address Z6 Svtv�� H M Y"'c.,,i Assessor's Map/Parcel: V► c.to 0-7 o P c t r.OG t -oca2' Engineer's Name S.�c v c l ao 1 su- NCW CONSTRUCTION X REPAIR Telephone# 50 ' Land Use h e 5 t a'a tit Fr cep Stopes(%) /— 2 `w Surface Stones Distances from: Open Water Body R Possible Wet Area R Drinking Water Well tt Drainage Way ft Property Line ` ft Other ft SKETCH:(Street nnme;dimensions of lot,exact locations of test holes&perc tests,locate wetinnds 1n proximity to holes) S�� Parent material(geologic) < I4'C-/P/ 0-a Depth to Bedrock Depth to Groundwnter: Standing Water in Hole: Weeping froin Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs,hole: in. Groundwater Adjustment ft. Index Well N Reading Date: Index Well level Adj.'factor Adj.Groundwater Level_ PERCOLATION TEST Date 5/6 Time Observation Hole N Time at 9" it �nC7 Time at 6 Depth of Pere. __.. .-_. _ Start Pre-sonk Time a /y%/2 Time(9"-6") Cnd Pre sonk U.1a to Rate Min./hick �,t na/t 1 Site Suitability Assessment: Site Passed d✓ Sit,Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back ------=-=- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one (1)week prior to beginning. Q:HEALTH/WP/PCRCFOR.M / N2-00-2 -02.6 — 1 0ff( J DEEP OBSERVATION HOLE LOG Hole# Depth from - Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stares,Boulders. d �/ el .jA n AAy �� �/ �j� . � • l7�'/yyv. : �' �lYlecfir,�^i�n� /d.S'/? ��le, DEEP OBSERVATION HOLE LOG Hole# 2 Depth from Soil Horizon . Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Collsistencv.% el DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA). (Munsell) Mottling• (Structure,Stories,Boulders. n. J� oGravel) J DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. . 0 �0Yie "-/ �VP l�n `J"t j c„. 162 yrz �//. Flood Insurance Rate Man:: Above 500 year flood boundary No_.s. Yes Within 500 year boundary ° No Yes . Within 100 year flood boundary No z Yes Uenfh of Na4ts`rsill; c,irrinr Pervious mitierl Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soi.1 absorption system? If not,what is the depth of naturally occurring pervious material? Certification I certify that oil , (date)I have passed the soil evaluator examination approved by the Department of Envirorunental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 31.0 CMR 15,017. Signature Date S la Z:C�Io Q;HEALTP1/W P/PERCFORM 13g � o - �,, 1Zrr� ti yco �. w ! a it " P O� 1 O. N. � . y T 91 fl? WOEM OK 583 _ A 1 'ENE.2. .1939 . WA TER EASE yy�EEWT O -4 y. 135.2) g t v rn o . 2 2.3 . S A POINT.To ce z N. '-07�T10` W r O 223.93 ..Tp _ ® to i a•iri► co-� v- 0 Fee- ------------ BOARD OF HEALTH Cc, P4 TOWN OF BARNSTABLE 2pplication �forVeCC Con0tructionPermit Application is hereb ade for ape it to Con r t ( ), Alter ( ), or Repair ( )an individual Well at: Location ddness A sors and Parcel Owner — -- _� — Address Installer — Driller Address Type of Building Dwelling Other - Type of Building—=--_—__--__— No. of Persons--- -•---._—__—_—_.__. Type of Well Capacity----------——--- ---- Purpose of Well-- ----___--__---_-- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. Sign — d Application Approved By —__--_— f a date _ Application Disapproved for the following reasons: --date -- Permit No. — -- Issued---— ----- ---------- ------- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f Compliance THIS IS TO CERTIFY, That T'hat the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by i,r w x� �� - ji Installer has been installed in ac rdance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. _---_--._--_-_____Dated--.--------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE Inspector No.-- ------(J V / Fee-k�------------ BOARD OF HEALTH Ca t1' TOWN OF BARNSTABLEf� � Zippiication-*rWell Conotruction Permit Application is hereb made for ape >t to Construct ( ), Alter ( ), or Repair ( )'an individual Well at: Location Address ""A Parcel ' t Owner Address Installer — Driller r — — Address w Type of Building Dwelling { Other - Type of/Building-�--_.�____ No. of Persons- Type of Well s Capacity---------_ Purpose of Well Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to - place the well in operation until a Certificate of Compliance has been issued by the Board of Health. Sign da e Application Approved By D9 _ SPV11a date Application Disapproved for-the following reasons: ---- ---_.__-----------1----- — date -. PermitNo. Issued----- ---•--------------- _._______�_-•---_-- date BOARD OF HEALTH TOWN OF BARNSTABLE t. Certificate Of Compliance THIS ISM TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by Z,r x Installer at- _--__---_- ---------------------" .--— -_ - ---- - has been installed in ac rdance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. —----- Dated________-.---.--- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE __ ____ ——.._._ Inspector BOARD OF HEALTH TOWN OF BARNSTABLE Well con$tructionpermit No. L O f U----0" I Fee- Permission is hereby granted to Construct ( ), Alter ( ), or Re pa' ( ) an Individual Well at: No. - - `srrKt ----- -- ---- ---------------------------------- as shown on the application for a Well Construction Permit No.- -- - Dated- 2�w el ----------—------------ Board of Health-------._.------................... DATE _ k F Town of Barnstable �n+E nq Regulatory Services Thomas F. Geiler,Director > MAS& Public Health Division 166. °r Thomas McKean,Director v 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: JzI:nI?.vi O Sewage Permit# 2010- NZ Assessor's Map/Parcel crw 001-003 Installer&Desi2ner:Certification Form Designer: 5brol,,m A Ld,lso" py Installer: P krn Ccenimckm,U Address: 13ax4c.r- L1yc. Address: 313 Hokum goclt R& M.' Ocy 77s 78 0or•di4 SE, kjoyinls 0;Z&GI IM-y% is 6445ir On S 20 20 c c pkyNi GV e}Vez was issued a permit to install a•, (date) (installer) ; septic system at 2.9 o Scnpu dr. 2%vL, led,.g►►( r 9*4ws based on a design drawn-by,;;:= , (address) sky, y. 'A U►r-o" a-PE dated. LI I Z I zo( 0 (designer) __. 4. x.- I certify that the septic system referenced above was installed substantiaily.according-to the design, which may include minor approved changes such as lateral relocation of the • distribution,box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. _ .I:certify.that the se is system referenced above was installed with major-changes (i.e. greater than 10' se relocation of the SAS or any vertical relocation.of any--component of the septic syste but in accordance with State & Local Regulations.' Plan•revision or cert' ied as-built b igner to follow. Stripout (if required) was inspected and the soils we found sati ctoOF i STEPHENG' (Installer's S ture) (r ALL.1'N y I 0 LSON —a •No.30216 (s' A�4,c��GfSTEQ - ,OofDesigner's Signature) ;. (Affix tT � Here). ._� VI PLEASE'RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. .CERTIFICAA 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:\office forms\designercertification fonn.doc (147007. 024-/:-d2) Town ®f Barnstable c *ate ram, Regulatory Services , Thomas F. Geiler, Director * 3ARNSTABLE, 9� b9. � Public Health ]Division 'Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: ag Sewage Permit# (9�OiLo+"/7coAssessor's Map\farce /--060 Designer: � Installer: Address: 'N!lkrj Address• �3u kl 61_ W _1WV / 14 tY1J—DoZfa0/ iy'iA CSZ&tyI On_ 5 (JAM r_ ,S was issued a permit to install a (date) (installer) septic system at �,Zjs 1��� based on a design drawn bye:' sv1. -, (address) AlT �1 dated ? /zd _.... _ (designer) T certify that the septic system referenced above was installed substantially according to __JzI 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. IH OF&14 C O� STEPHEN c V J'. ALLYN (Installer's Signature) o No.woN o.30216 - A�C?,r�FGISTE��4 CNAL (Designer's Signature) (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: Health/Septic/Designer Certification Form 3-26-04.doc C� 2O©7-b2 6- I ;o 2) .� TOWN OF BARNSTABLE LOCATION_7-30 '51EAL. i'T atjif2 ROA2 SEWAGE,# VILLAGE OS I C=(LV r►_L l:/�346 ,l Z/� SOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. / SEPTIC TANK CAPACITY Z.®OU'T"CNL. . LEACHING FACILITY: (type) CC55 POO L Ic- 'Z (size) /''00 A-L NO.OF BEDROOMS BUILDER OR OWNER &CH41ZO v✓- PERMTTDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 k7 m lw t7 V ti I—Ac-g.)t T2 � a 0 N P d f TOVN OF BARNSTABLE ,LOCATION 3D S&A Ui I C LV Gr SEWAGE# VILLAGE O S'CLry_1h_ ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY1P CO I FtlA C LEACHING FACILITY:(type) C?,S (size) NO.OF BEDROOMS OWNER 1,AWri t, PERMIT DATE: 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 A S 6;r1& , Fn('Z �6 t W Q> J 00 oo a CO W C O O G c . TOWN OF BARNSTABLE VA V6 -(A UNDERGROUND FUEL AND CHEMICAL STORAGE SYSTEMS ASSESSORS MAP NO. (� PARCEL NO. (�Q ZC-7, ADDRESS! 230 Seanuit River Rd, Oysterk HarbVTLLAGEI Osterville 14AME;__.. Robert S. Fisher A J��� CONTACT PERSON Carl F. Riedell & SonInc . PHONE NUMBER 428-6365 LOCATION OF TANKS: * CAPACITY: TYPE- OF- FUEL. AGE: TYPE: LEAK OR CHEMICAL:. DETECTION _.�_. _ -^.--5 _� - SYST-FIM! . �inround— Y - `- 500 �al .� ���2 Over 30 DATE OF PURCHASE OF EACH: 1. 2. 3. 4. . 5 DATE OF FIRE DEPARTMENT PERMIT: TESTING CERTIFICATION SUBMITTED: PASSED DID NOT PASS To be removed a. s .a.p. and replaced. with two above ground 330 gal . tank PLEASE PROVIDE A SKETCH SHOWING THE LOCATION OF TANKS ON THE BACK OF THIS CARD. Z� • _ mat® ` :1 -------- --- — HALEY GUEST HOUSE '. 230 SEAPUIT RIVER ROAD 1p 2a� BARNSTABLE,MA O R SHOWER I - + is ` • w M r r -- __ —O__ _--_L_ -- w M�BTUILOE88 , i BACK TERRACE vV um rowo�.n>m. • i ;tea ..ru-ns= +k;:.a?,:x,�.w ar: =a;,. —r- -- —=-- I— �g®te 0taa®dtLamd�adD�lsnedip ' O I eao 5 ti <^ 1 eff FOR INFORMATIONaodo..wm. wM7 n.w.m.i. POOL BATH. MASTER toes r 108 Ct� Lts t F , rema..e w�.m wwli r.rwr I I r rTlr Ia�a 11+ I 111 i\ I t.n 1.ts L r•rtMID aawwallereeeowB KITCHEN �—� ° •` Has DATE LseuEo FOR: ' .,NS - ?u •: rs m,.s iaz - l 14 PRICING G a f 1.7 I toe. i BREAKFAST ROOM 1,11 t-t1 LTRATH SCOPE APPROVAL ol 700SOWr-2 PERW 11 \ .x HALL HER CLOSE— HIS CLOSET 108E 108 .�, _a mawn >. -w , , LI 1oe I 1CLOSET O to to ,, STAIR HALL — I 119 , t 11a � t9 _ 84. w I ,, +_ HALF L. ' 105E - T - O ; 111 - 1 O !, . COVERSHEET jitT k':5 ?r:� - A0.0 PftOJECTINFOfWA 1 171 FORBURER'8P L ORS TION O 121 O 1aTION CLOSETI I — — R I r N - $ IIA Ltd LA►CN.AFEMAN bb i - 101b — -------- ----- MA CHINGPWlFB6TNOOL 7H101. I 19 1a FAMILY ROOM O Dna DG9INONAN&ECIOIDlLDDR I OFFICE I I I t-1e 1 112 GUEST BEDROOM DLt DBDUICN PEANFEWFIOOR I DMa DBDUILON AANSEOODF OOR 1A I MASTER BEDROOM 1 104 t,14 ENTRY HALL I I .I { GREAT ROOM. 114 AIA PR010®M�6RPW1 IAl 105 oq 10t I I t0¢ to ,.,o AU _�FLAN Au PROPOSED FLO�R�PLAN N'� • I 7 TwMABIEt WTEAla B&AI� MIAl16tNltIE • ., __ I e Y s.1 01 SEEEE FNTERIORS I FORMATION , 4 r A2 IXIBICRBEVA7101B PBt&0605 ' AB <flf16eCRElEVA110er PERBOLN 'CLOSET I I I _.•: p - " x ® AM MG1191101 MLYAT@! jB to B t 4 1018 I O � � a1W VA DOW& M ------------------------------- •€ n ------------- -I----- Nei A60 WNOONNN®1&E :,,.. -7— — - 4 GOORNN®IiE NTERM&EVATCNTR4' WINDOW TAG.REFER TO EWINDOW -_� E1.1 FBHf RDOIPOWEtPWI TN&SYMl ONWATIMARR9'BHICE _ O - SCHEDULE DRAWING FOR MORE 4 MOD 2 ----- - - - .. '.'1 Eta 80 OIDFLOORP'OWNePLAN . TOAL9'YIMIC 911BtldtBEVATCN SPECIFIC INFORMATION F1IN I 2 O KEYNOTE LEGEND: + ,'� y ,, .. a @1 P916TROORLINR9DPIAN ORAVNGOdRN®NTtE11Y17 - " s R a 4N'JiA�G'@T' INDICATES A NEW APPLIANCE ANDIOR PIECE - ,.1.1 NEW DOOR IN NEW ROUGH OPENING-SEE DOOR SCHEDULE @.2 HCA1D FlDORLISIEINOPIAN A� p OF EQUIPMENT.REFER TO THE APPLIANCE I - - NEW TRIM TO MATCH EXISTING 1 SECTION DRAWNGTACL SCHEDULE IN'PACKAGE B'FOR SPECS& WINDOW THIS SYMBOL INDICATES A REFERENCE TOA CUTSHEETS I -. 1.2 NEW WINDOW N NEW ROUGH OPENING.SEE SECTION DETAIL WITHIN TIE DRAWNG SET. 1-. ' — — _.— — — — — — — _ — — — — NEW TRIM TO MATCH OWIN0. +BG�IAE INDICATES A NEW BATH ACCESSORY. .. - BA p — — — — -— — — — — - 1.3 REPLACE DOOR IN DEL4T1N0 ROUGH OPENING-BEE DOOR SCHEDULE . REFER TO THE BATH ACCESSORY SCHEDULE — — — — — — — — — — — — — — — — — — NEW TRIM TO MATCH EXISTINGEXISTING _ IN•PACKAGE B'FOR SPECS&CUTSHEETS _. ..- • _ t DETAIL GRAINING TA0. - A6D I THIS SYMBOL INDICATES REFERENCE INDICATES A NEW PLUMBING FIXTURE. .. • '. - I NREPLACE WINDOW IN GROUCH OPENING-BffWEDO1Y SCHEDULE . I SPECIFIC DETAIL DRAWING WRIp THE SET. P p REFER TO THE PLUMBING FIXTURE SCHEDULE POR N. ) - TRtM TO MATCH EXISTING - . . .J. IN'PACKAGE B'FOR SPECS&CUTSHEETS. - 1a REPLACE EXISTING LOUVERED INTERIOR DOOTffi WITH PANELED DOORS - ! - TO MATCH EXISTING-SEE.DOOR SCHEDULE .� . KEEP EXISTING FINISH CASING KITCHEN ROONFN9M TAG QCdINM1E&1&�t) FLOOR GRILL TYPE TAG 1.17 - RB'9L1G71EROOIIPNdIBO®1&EN FD_y REFER TO THE FLOOR GRILL SCHEDULE IN .i '100 'PAOKAOE r FOR FLDOIr WALL,CEILING 'PACKAGE S FOR SPECS&GEI'BHffTB. - - • 19 INF61&PIASTER OVER DU871N0 OPENING,PATCH BASEBOARD SOFT eq.FL AND MOM F9&@ NF�TOL s ,. _ - F 1.7 INFlLL DOSING EXTERIOR OPENING,PATCH SHINCH 3 6 INDICATES A FLOOR GRILL(SUPPLYARE WRN) OR TOE KICK(TC)LOCATION.REFER TO THE FIRST FLOOR PROPOSED PLAN ,9 WOEN OPENING,PATTY CASING KEY NOTE TAG.REFER TOTIE�Y NOTE FLOOR GRILL SCHEDULE AND THE ,SCSI&: 1 LEW"FOR SPECIFIC FFOTWATK*L HVACIMECHANICAL DRAWINGS FOR SIZES AND At.t - -. 19 NEW VANITY.COLLHIB(TOP.BApBPLASK SWILAND FAUCET-SEE RAIBNG SCHEDULE ' SPECIFICATIONS. &STONE&TILE SCHEDULE w�X,�<•,yj,�-,1... INDICATES DOSSING WALL CONSTRUCTION WD CPT FLOOR MATERIAL TRANSMON TAG � ..: r._ � R IAO REPLACE EXISTING FLOORING WITH NEW WOOD FLOM-SEE FINISH SCHEDULE TO R9UN REFER TO THE ROOM FINISH SOEDtI E N .. 1.11 BUILD NEW PAINTED MOP SOFFIT ABOVE D08TN0 UPPER CALINEB&NIX)CROWN 'PACKAGE B'FOR SPECIFICS. GENERAL NOTES: /*12 REPLACE SHOWER DOOR INDICATES ITEMS ABOVE BROW.THE FLOOR OR INDICATES HARDWOOD OF - BUFF AND APPLYICCAT OF SATIN FINISH TO ALL EXISTING WOOD FLOORS-Bff FINISH SCHEDULE PLANEOPENINGS, SHELVHALCON S,ETC)AS FLOOR 1y HARDWOOD FLOORING 1,1E REPLACE EXISTING FLOORING WITH NEW TILE FLOOR SEE STONE&TI E OPENIN0.4,BALCONYS,ETC)AS NOTED "''. PAINT ALL WAUS,TRN&CEOJNOS THROUGHOUT-WE FINISH SCHEDULE _ - SCN1FIv.c 0 INDICATES NEW WALLOO BTRuanm TA BIBRDOR FLOOR ELEVATION DATLMTAO .ADD NEW SHOE MOULDING TO ALL BASEBOARDS 1.14 NEW NICHE FOR RIRNIRIRE ' WALL71&DINEISS . -��t,�, NDWATES THE TOP OF SIIBF'LADR THROUGHOUT-SEE SHEET o-100 �2H WNl�W621�� (OR TOP OF WAS)RELATIVE TO O-0' 1.15 NEW MILLWORK COLUMNS W/HEADER ABOVE ' MOM OR D\03BIOED OTHERWISE ON ' ! INSTALL NEW P BATT INSULATKXN R-19 BETWEEN NLL-MMENT CEILING JOISTS ' 1.1e REPLACE MANTEL-SPEC TOO THE FLOOR PLANS Oft BUILDING SECTIONS. 1 _ COLUMN BUBBLE I COLUMN GRID - - _ - COORDINATE LOCATIDNS WITH THE FIRST FLOOR PLAN STRUCTURAL DRAWINGS MECHANICAL SCOPE OF WORK: - , 1.17 REPLACE DISTING BLUESTONE PAVERS WITH GRANITE PAVERS - 1'• \'+',�Vr':A', ;•i',A.. KWATFHSOIRDBATTNBLL TION REPLACE DOSTINO MASTER BUTENR HANOIF_IR • 1.18 POWER-WASH&RE-PAINT EXISTING PERGOLA 7YPEAND 7IBCIOFaSA6 NO7ID Al REVISION TAG.REFER TO THE 9RAWN0 REYOVE&RELICS EXISTING DUCTWORK - - ..HALSTP'C E)S BIB ON THE SI�TTTREBLOCK INSTALL NEW PLACE ERETURN I SUPPLY CTWO REGISTERS N THIS AREA 1.10 BUILD&INSTALL NEW REFRIGERATOR END PANG FOR SPECIFIC REVISION FS&ISSUANCE DATES. - BDKLATiSANBUDOOtlOGT1011 - 110 NEW PANTRY STORAGE SHELVING 200BLCf,2 (&MNDOFAWAT1011AEONNGNG C INDICATES A NEW CEILING MOUNTED SMOKE 121 REPLACE COUNTERTOP 68ALI03PUl9H � I ,oeA ASSCBFO BD DETECTOR LOCATION 1!4•.11V DOOR TAG.REFER TO THE DOOR - t _ ' I REPLACE KI=/TIER W!WINE E REFRIGERATOR m a SCHEDULE DRAWING FOR MORE SPECIFIC INFORMATION If �, - - ,A1.1 0 n FERMIT SET r HALEY GUEST HOUSE 230 SEAPUIT RIVER ROAD BARNSTABLE,MA ' g�. 6,�. .' �,�• . . � �;�, '. - r , trap' . W W / IYebpMnCticaOala, - E2� WOODomuncmr.Mam.mMAETEA VLOEN9♦ d0f6xetlmadladmred:p - "� ., < .-" ewm.•wmmLen w+v n-w>wl.r I ', a ,. - •. - �\� Or1Yllr�i�rlb,' .. ROOF TERRACE b BATH 9• Na �DRAMpNIISBNO118 $ 7* ISSUED FOR: 14 PRICING ` .. I .. ' •• .. ,. e 4 'µ 'TITS S-7 � � EPSO SCOPE APPROVAL . .. _ .. 200E-0CT.2 PERMIT EX STAIR HALL SEE IEEE FOR BATH 20E BEDROOM I i aS � I I 12aS IlT/ INFORMATION 2D, 99 EX EX j EDROOM s , I III / O > I 2a — — — , O - I _ _ UNFINISHED - c I v...l.' _ l I COVER SHEET ATTIC SPACE : :-...•' '' .. _ -' —— I 2.10 AO.0.PROJECT INFORMATION 2.7 N HALL2.3 CLOSET I _ — BEDROOM 2© a O O a 27 I — — 210 — — 1 e _ 7TL U11pGPERJN LL a — — — — — _ c. 207 a r - - RDOR _,_ ._•_v _ SITTING ROOM IX DEMOLITION PLAN POW FLOOR r` I D12 D®OUITIONPLAN VOID PLDDR i- ., .. , - , " i ,' -- �, c '• '- -- -- _ - -..tee ., Au FROPO�M/061TgAM f Al- - ,' a, ,�f. ,. .. _ r ..•.;, ,. — — p. — — _ "� A1., MPIYOPOMPw6TA+00R I x ��E PLAN r -- - �ATH2 Au AIDPO�BBODIORDORPLJIN 71 .. Amu BBM4Gm MANIIAfT INUITE PmRcBDE y�. F IXIBIORDIEVAIIDIB P®L o", ILL - ry N BRBYORBEVA7OIM PBUBD608 4 _ " '. �..a •'°' ' _ ( s� _ _ - r AU BfIBIgRBEVATOIB AS7 MO OEiNLU11�Ta11 OlI1D001lWUdWB1) iS._T. ..F 14'4Y 5'-,0• - 4'-,Of} 2g:8•. 4,�, AU WIND W/tlI�E ,' , ` FLOOR PLAN LEGEND '� r �.. .SECOND FLOOR PROPOSED PLAN GENERAL Noma: 1 f .-. Al2 t' '�. E1., 17MTADOR PD1AIEtgAN SL08b'1/4 1-0' ELI SECOIRAMLI ITMPL AN . 'INTERIOR ELEVATION TAG. _ ' .WINDOW TAG.REFER TO THE WINDOW • p;f PAINT ALL WALLS. THROtgHOIJT-SEE FINISH S(:XEDIA.E 4 4f00� 2:., THIS SYMBOL INDICATES A REFERENCE .O SCHEDULE DRAWING FOR MORE ^. - ' Bt1 FBBTRDdlL101RBIG RAN - a - - TOASPECIFIC INTERIOR ELEVATION, SPECIFIC INFORMATION - w .+k _ DRAWING CONTAINED IN THE 11x17 � - � � ' - QUID RDOIIL�fINO PLAN 2 .'PACKAGE B'SET. -r •INDICATES ANEW APPLIANCE AND/OR PIECE - .r+`- s. .r' e . APP N OF EQUIPMENT.REFER TO THE APPLIANCE } '- { .. LOUVERED DOORS WRH PANELED DOORS TO MATCH EXISTING-SEE DOOR SCHEDULE .. .KEYNOTES: '. 2.1 RLFIAGE'E7(1STINO SECTION DRAWING TAG. SCHEDULE IN'PACKAGE B'FOR SPECS 8 1 THIS SYMBOL INDICATES A REFERENCETOA. CUTSHEETS t s;: - _ < 22 INF016PIASTER OVER E)QSTNG OPENING`*` - - SECTION DETAB WTDIQJ 7IE,DINWSgSEf. 22 BUM NEW PARTITION WALL PLASTER S PANT,PATCH BASEBOARD - _.. .. .. r,RINDICA EFER A NEW BATH ACCESSORY. ` r" 2.4 INSTALL NEW PANELED DOOR S CASING TO MATCH LOOSING-SEE DOOR SCHEDULE N REFER TO THE BATH ACCESSORY SCHEDULE- - r - IN'PACKAGE W FOR SPECS S CUTSHEETS ' .. r " DETAIL DRAWING TAG, r ,- 2A PREP ROOF FOR STONE FILL;MAY INCLUDE NEW ROOF ME)ABRANE A TRIM:Be TD DETERMINE J 1 I THIS SYMBOL INDICATES A REFERENCE TO • c { INDICATES A NEW PLUMBING FURORE .. + .. SPECIFIC OETAB DRAWING WfiIEN THE SET. P M REFER TO THE PLUMBING FUCTURE SCHEDULE I - .. 2.8 NEW TILE FLOOR .. - IN PACKAGE B'FOR SPECS A CUTSHEETS. _ 2.7 NEW PAINTED VANITY W/STONE TOP. KITCHEN ROOM FINISH TAG(ROOM NAME S NUMBER) FLOOR GRILL TYPETALi .+ F .. .„ 2JI NEW RECESSED ROBERN MEDICINE CABINET BY Wm a - REFER TO THE ROOM FINISH SCHEDULE IN -p REFER TO THE R'oDR GR2:L ACIEDI• N. -. ' !. -PACKAGE B.FOR FLOOR WALL,CEILING 'PACKAGE B•FOR SPECS A CUrSHEM .. - 2.0 HANGING STORAGE WITH SHELF ABOVE - SG4-T Bp.R AND MISC.FINISH INFORMATION. - INDICATES A FLOOR GRILL(SUPPLY/RETURN) 2.10 OPTION FOR CEDAR LNED CLOSET - OR TOE KICK(TC)LOCATION.REFER TO THE KEY NOTE TAO,REPEL TO THE,EY NOTE FLOOR GRILL SCHEDULE AND THE LEOEND•FORSPECIMPIOWM710N, HVAC/MECHANICALDRAWINGS FOR SUES AND SPECIFICATIONS. INDICATES DOBTNG WALL CONSTRICTION wo CPT FLOOR MATERIAL TRANSITION TALI - - - - TO REMAIN REFER TO THE ROOM FINISH SCHEDULE IN - 'PACKAGE W-FOR BPBCFiCS. INDICATES ITEMS ABOVE/BELOW THE FLOOR INDICATES DIRECTION OF _ • " PLANE(I.E.SHELVING,COAT RODS,FLOOR T� HARDWOOD FLOORING - OPENINGS,BALCONY$,ETC)AS NOTED O INDICATES NEW WALL OCI'BNBlCII011 TEA 8IBR.00R FLOMINDICA ELEVATION TIE TOP DATUM T�MLDOtt WALL 7IN7OESS [SELL' r.Vd - - ASBUE2X4WALLOONSTRICIIONUUM _ (OR TOP OF SLAB)RELATIVE TOO-0` - NOTED ORDYBB101�07HEFWBEON _ _ - 'SECOND FLOOR PLAN THE FLOOR PLANS OR BULDfgSECIIONB (•I I—__ COLUMN BUBBLE I COLUMN GRID - .. _ .. COORDINATE LOCATIONS WITH THE STRUCTURAL DRAWINGS �1'll4'J7rr rC'+.\' KWATESSOUDRATr MRATON Q .i _ . TYPEANDTHICOE98ABNOTED / REVISION TAIL REFER TO TIE DRAWW - - BL6LMBIOW ON THE SfEETTRIESLACK ...r'2000.00T,2 FOR SPECIFIC REVISION FS a ISSUANCE DATE$ - .r Al I DOOR LOCATION A NEW DO LOCATION (SWINOORFMATION AND HINGING 0 INDICATESA NEW CEILING MOUNTED SMOTE. 100A ASSHOWN) SO ' DETECTOR LOCATION /L n f O�DOOR TAG.REFER TO THE DOOR - - - - D'p ®� y 'g' c.oA 1-.2 - SCHEDULE DRAWING FOR MORE - PERMIT E y SPECIFIC INFORMATION ^ w D>< ••e. - 24'-0° 4r4 r - A A 1 - -DTI - - - - I IIIIII - • 4 A9 � I III I I I I up 1 0 \3'x4' / I' SHELVES i . eS r. H./ z' a 12 WOOD BEAM ABOVE(DOUO FIR)_ ---------------------- BATH HVAC a0°xGB m OPEN CLERESTORY UPOLA 0DNC - CABOVE I �++ �i W14x43 STEEL BEAM ASOVE APRON . - xwxH'S' 2rxeir © rH"xS'B' rr--=-l-1 Q # t7 b 5O'x100' I--------..--_ ---- I'------ .l.—�_ _—...._ - � DOUBLE 6 H x 12 WOOD BEAM ABOVE(DOUG FlR)ISUDIN DOORS LL--JJ Q I FOYER - ' 3' (P GARAGE - NE BOAT F 1d01 DOORW�HO! Isp _ 4x6POS(SFOR STORAGE ucHTH a 16 TRANsoM I I/-STAIR SUPPORT � ------8x12W00DBEAMASOVE(DDUG. 1—T� ------- � ------------------------- i IIII t,a a a ? (i _�LI_lJ r —— s—= COVERED >� `0' a ENTRY so 1 4 1 _ 1H'a'xe'0.O.H DOORWITRANSOM f w,l q -!! 9 (• 1�'0'x70�O.H DDORWlTRIWSOM °1 A9 B APRON r i DoNc I N h I APRON B A9 1 1H'-0' - 3%tr BLO' ti-p+ S•9' 4=3' 3'-D" . 24•Ip 12t0° _ 3" Dr WINDOW SCHEDULE FIRST FLOOR PLAN _jypd MANUFACTURER'S UNIT ROUGH OPENING ' REMARKS A ANDERSEN AW x-0 112°x 2'-0 Off STORMWATCH AWNING FIRST FLOOR = 334 S.F. B " A251 1 ?'-4 7/811 x T-0 6/8" STORMWATCH AWNING BOAT STORAGE 864 S.F. C TW2448 1 2'-6 1/8'a 4'-9 1/4" STORMWATCH DOUBLEHUNG GARAGE = 781 S.F. MARKA- D TW 24310 2'-B 1/8"X 4'-1 11'4" STORMWATCH DOUBLEHUNG SECOND FLOOR = 863 S.F. M�IaNut -� E " CIR 30 T-0 1/2"x V-0 11V S T ORMWATCH CIRCLE F TW 2442 2'-6 1/8"X 4'-b 1/4" STORMWATCH DOUBLEHUNG O SMOKE DETECTOR Q CARBON MONOXIDE DETECTOR S ONAL 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS 5G{yu QVIw� WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS ®HEAT DETECTOR 2.ANDERSEN STORMWATCH 400 SERIES WINDOWS WHITE EXTERIOR W/PERMANENT EXTERIORIINTERIOR GRILLES.HP LOW E4 GLA2ING WITRU-SCENE SCREENS&METRO HARDWARE,WHITE INTERIOR , i; u SCALE: DRAWING NO.: EaEKWCOTUIT BAY DESIGN, LLc NEW GARAGE FOR. 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WISIIMPSONBPS OR BEARINGvIATHES S O ° C RNER AND TOAB MINMOMDEPTH o - N p p p o e - O e o ° o O o O 4 Mr 0 o ° I BOAT I STORAGE N CRAWISPACE ° �4• GARAGE e o e e o 0 o N N N N N - S. 2:4 24- 2:4• 2:4' 'a - • o " N O ^ B N p o 4 e o ° r, e s ------------- ...----- ° s 8 O e --•------ •—-- ----------- �' p O o B SIMP60OF THE N STHD14 STRAP ON BDTH SIDES A9 SIMPSON STH014 STRAP ON BOTH SIDES SIMPSO ARAOEDOOR 800RNER6PER OF THE GARAGE DOOR B CORNERS PER C FORM TT-10D0 APAWOOD PORTAL SIMPSON 6THD74 STRAP ON BOTH SWE6 FORM TT 100C APAW000 PORTAL WALL FRAMING OF THE GARAGE DOOR 8 CORNERS PER a:1° 2L4° 2�4° •.. WALL FRAMING •S' SIMPSON STHD14 STRAP ON BOTH 6109E • 24? 1D4G 6 2:3• FORM TT-t00C APAW00D PDRTAL OFTHEOARAGEDOOR BCORNEREPER WALL FRAMING WALL FIT-10 0 APAWOOD PORTAL �ry1B' WIAN TO AHBry��5° �q .tl - 1244 S*6OB S8ORB6ARJOP�gESP p��CfiRO�O /83DL CRN - . MINIM<QMDEP ANCHOR BOLT PLAN 10 j I �. INSTALLS/B•q�CHORBOLTggAT21r MAX W/SIMPSONSPS6/B3BEARINGPLATEj oLLOARANERANDTWOW11ABaMINMlu0m 2S`oo O •�'•'� :o.. ° - x P.T.2x6SILLW REALER Mcl—1lb 21L' o g .6 j0/11) 0AL ANCHOR BOLT DETAIL ANCHOR BOLT DETAIL SCALE:lir V-0° COTUIT BAY DESIGN`LLC NEW GARAGE FOR: SCALE: DRAWING NO.: 43 BREWSTER ROAD 1/4°= II-o° EK M4ASx8EE M1A. 2649 HALEY RESIDENCE DATE A 2166 %2010 A6 FAX(508)589-9402 230 SEAPUIT RIVER ROAD OSTERVILLE, MA 24•4T - 424' • 174B' 4%tr 4P4r 21W P.T.6 x B P09T6 rrrl sill m P.T2xW's®IV*o0� LLIJ i e AB , 1 i ' a 3°x 3"x 114"TBS STEEL COLUMN UNDER EACH END OF STEEL BEAM Will x43 STEEL BEAM " 0', SOLID BLOCKING 7T "I I LL JJ N7HTEt3Fvv®Two ' r 41f'oo ' x PT 6xBP4.�T/ eq ' ' ---------------- `_'_•---- --- ATOORHHR ———————--'—————————————— —— / 3.1 3f4° 1 7I6"WLCONT MEN&(t A A 3.1 314"x'H 7B°WLCONT HEADER � A9 - _ B SIMPSON LSTA24 STRAP AB PERFORM NO TMOOD APAWOOD PORTALWALL- C - FRAMING D 24'.D` w 12 P 3D'A" SECOND FLOOR FRAMING PLAN INSTALLTWO FULL HEIGHT STUDS&TWO JACK INSTALLTHREE FULLHEIOHT STUDS&TWO JACK STUD AT EACH SIDE OF ALL ROUGH OPENINGS STUDAT EACH SIDE OF ALL ROUGH OPENINGS ' WINDOW WDDOW •.'ram'' 2%6WALL — IAc�: •'LIE =� 2xSWALL— - AOKSTUD (ROUGH OPENING). 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ALL ROOF RAFTERS TO BE 2 x WE UNLE(S�S OTHERWISE NOTED 2•)AT ALL)RA�RS EHNDSHURRICANE CLIPS 3.):�KiFY GUTTER TYPE/LAYOUT W/OWNERS o ` a •°•�{/3�/0 • SB/OIIAI E•1 SCALE: DRAW LNG NO.: COTUIT BAY DESIGN.LLc NEW GARAGE FOR: 1/4°= 11-91 EK m • 43 BREWSTER ROADIA MASHPEE NA, 02649 HALEY RESIDENCE ( DATE 81 PH.(508)274-1166 230 SE PUIT RIVER ROAD OSTERVILLE, MA FAX(508)539-9402 4/12/2010 TYP. ROOF CONST. -2 x 10 ROOF RAFTERS @ IS'*o �CONT.RIDOEVENT •50ODX PLYWOOD ROOF SHEATHING . -ASPHALT ROOF 819NGLES PAPER TYP. ROOF CONST. 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IlTnmpfmpllpaimalAW¢gLTfamMAfIm1AT w• ImDIMD4arnaia,•IaA to nxuVaamATualamm fmAaaAn,NgV•mlal4 famATraa raffaAmllaaA r1DAANALL NEW 10'CONC norm).lumroamawA10+IaAlmuaanl.TaotTmwAu naAaaAuaAmauq¢marrocanllmlmroafaa POUND.WALLS mDlArmaiOamw}ra,rumowRmrANam7mlm mDaamAAaAva tmmvAn:mmAnvALL LcrmTmlinmmnovm � IaLLntm cl AwoomrafnromaNApilaAtasmamm SECTION @GARAGE ��amnomD DltmmenaraAimDaa,nnnerAa ALL rl(a]mSNrRNAWIa¢ t: ANfaaimaaaLTAIDA1TNAmAroa _ A9 --NEVPlmxza' CONO FOOTINGS OPTION N1 HEADER SIZE L•Wr TO na• m—, mN two al- e�qN�lm N00 6 B ��{I' ¢ 2X4 WALL - 2xG WALL L-CWl.Tmaa• DIM" ";�a vimW.I WASS BIIII.T-UP CO�iFR ssT8211 S/e 'i D8110 FIR P08T OIL 4•OG - L•aLt•T000• af+rAu ria loremo o,w aAu WIR DETA s e ¢0-T 6'DC. 4.O,C. L•B'•1•T010O' aNnit "�}R,p Iozn+,ra7 p1Aq aAn Le yel T8S 7.18 Ee +y + ++ + faunaalfaa L•I0•r To leC mmfa �,mo a7AD mAq gSgS SSIIY PA• 96• ++ (S 16•D HOU VN xNOTO 114 R:OAA TO BE Lt7(TERED OH HOEDOWN yH .,,��••�t�A��••��•• ,,,���•••��� YYY'��� OPT'IDN NE P AND LOB Va TO D6•�DOVN FRDN TOP OF GVER PLRNI {I @NERD PLLAM ++ ++ .. PSR L'IHPSON :CTIOITTPS SPECIFICATWNS. ++ ((T�+' HEanER s) UTApTorc E7 a .°�Ltlao aw aAu am7fmAw� a PLAN WIEV BLNVATWH V@W PLAN VIEW ELEVATWN VLEV L•4.4•TOaw 0 m rvma MAD aAu • N REBAR ^• -SLIM HOEDOWN ANOrdR mn, fawnarAa . • "!ALE 88T8 ARROW NIGH: � nfmfT luwr,m L•at'TO80' ra,aw anaunq alAx p1Aa 8.10�LJTJ 'u�, A� d qN 14"°. OF� L ATTACH STUDS AT BUILT••W CORNER TOWNER WITH L ATTACH STUDS qT BUILT-UP CORNET TOUETHER WITH )ra:l•T01aAr '�� rorm UFnI IUAu� d' pPgO.•gTAAe� CM ROWS QF 16d(0, 2'o 8SI HAILS AT 6.8.0 FOR (a/ROWS OF 16d Nl6E•x 7S7 NAILg AT 6'0.C.-FOR �.. GSH) I• a 4 A• •A LJ N1D STORY SHPARWALL% END STORY SHFNLVALLS , //y >rla•I•TOIFa' aram _ b}N 07Aa alAu SSTB HOLBOVH NSCHOR' �� MY E.ATTACH STUDS AT SULLT-UP CORNER TGOE HER WITH P.ATTACH MUGS AT BUILT-UP CORNER 705UHM WITH y�y PLj,���E�pLL tef ROVE OF 16d(QI6EM 31ti9 NRILS AT 4.6Q (2I ROWS OF L6d(016E'x 2511 HAILS AT 41 QA 7�+, IQK RFSAR E,73'FTIR EA$VN.L STAOOEIGD POR 15T SIDRY SF¢ARVALLS. STAOOPJIED POR IST STORY SHEARWALI.S• 4 MOLD DOWN @ PLAN VIEW "'� BUILT—UP CORNER @ tNmfnlaA¢LTT•.0 �'w'. ,7, �� a m'a`""°'°"°"m pa HD EXTERIOR BUILDING CORNE wF END OF SHEARWALL ROOF SHEATHING - ROOF SHEATHwG. FRA l G DW A DO 13PEMNGS E06E HALLOW ppPT ER gTA STRAP 8 IS-GC / Pot PLAN R BLOC%IN6 B MU TOP"AM OF VNL 0SN7 RAFTERS OHOTCH FORy }jg' VENTILTO IF ROM 169 HALING a I x u aw v a nor ec+m3�uDm NAI for SOP SHEATH RUBS TO AORC INFI33 _ PLANS FOR NBRE IN/W r1y ray�rWf a tma m I1mc R 6AW EN �� m•�'� m a 15%urr ou 00=0"l Mm M m6 '} y IA.E 2X TOP PLA C r a a•.t tort alo0 fare . . SEE ALTERNATE pRpLE��FUtEtLHRSS TO ARCiiilA.a RAFTER PER PLAN �R�ApFTER�RDDHE ime A10 / Rll4II`!!N�^ALL PRIOR ■Y'.t aYt mAtt TTACH BPPOSINO DETE LARD/ yD SFIZATHM NOW" SPAN DR �IB{�LE 3%TDP P X STUB a•miPaMfate rlua 111116E BOARD WITH E x 4 COLLAR ' gam SHOVN. Pll&E STRAPS NOT OF SHOWN ON PLJR�NS DPP TO PLYWOOD PRIOR , AEOUIREO VHEII USING A COLLAR SKATKNO) OF IF�fPAfor RMIRRED F STRUCTURAL RIDGE BEAM �LRF RAFTER TO TOP PLAT gr PLATER,ENN P D�"vLDE t=Y RAFTM STEEL MDMENT FRAME(NET TD SCALE) NEW GARAGE FOR: SCALE: DRAWING NO.: COTUIT BAY DESIGN, LLC ;r•�a(�Jll.n,'�'� . 1/4" I'EEFU4 -0" • MCI:L'Id7i� 1 � a NlJJ$sHP ma ores s HOLEY RESIDENCE I.A PH.(506)E M . �;�mtx1ER DATE: sc'°N�(E 4!12/2010 10 FAX(508)M9-9402 230 SEAPUIT RIVER ROAD OSTERV ILLS, MA '- NAILING SCHEDULE NOTES: 110 MPH EXPOSURE B W(ND ZONE 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS JOINT DESCRIPTION NO,OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING &DIMENSIONS IN THE FIELD ROOF FRAMING 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, RIM BOARD TO RAFTERRAFTER ND NAILED) 2•ea 2-led EACH END RIM BOARD70 RAFTER(END NAILED) 2-i6d 3•1ed EACH END DETAILS,&FINISHES IN THE FIELD WITH OWNER WALL FRAMING 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BE STUDTOP TOSTULATES PAE NAIL Ns(FacENaILED) 4.16d s.tfia 2,rooATJOI re 6'10"ABOVE SUBFLOOR UNLESS OTHERWISE NOTED HEADER ro HeaoER(FACE rED M110I ea° lad° iwoo ALONG EDGES 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS FLOOR FRAMING STATE BUILDING CODE,SEVENTH EDITION I 4•l0° PERJ015T JoIBr7oSILL.TOPPLATEORGIRDER(TopNAILED) 44M 6.) LEAF GUARD GUTTERS W/LEADERS TO DRYWELLS aLocwNGToSILLOR(��oANaILED) zed z•t0d EACH ENO BLOCKING TO SILL ORI'OP PLATE(TOE NAILED) 346d 4.16d EACH BLOCK LEDGER STRIP to BEAM OR GIRDER(FACE NAILED) 34 ad 4-16d EACH JOIST , 6.) 110 MPH EXPOSURE C WIND ZONE,2.OD ASPECT RATIO JOIST ON LEDGER 70SEAMCfOENAILED) 3.6d 340d PERJOIST - 7.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY,3"EDGE/12"FIELD NAILING BAND JJOIST OIST TO SILL OJOIST TO NAILED) 3-ted 3-1 d PERJOCT EDGES OF SHEETS TO BUTT AT THE MID-POINT OF THE RIM JOIST FROM FLOOR TO FLOOR BAND SHEAT TO SILL OR TOP PLATE(TOE NAILEDo 2-led 3.16d PER FOOT ROOF BREATHING 8.) ALL LVL LUMBERIBEAMS TO BE 1.9e U400 LOAD WOOD BTRUCTURAL PANELS(PLYWOOD) 9.) SEE CERTIFIED PLOT PLAN DEVELOPED BY BAXTER NYE'ENGINEERS&SURVEYORS FOR ALL RAFTERS OR TRUSSES SPACED UP TO16•o0 Ed led 6•EDGEWFIELD RAFTER90 PROPOSED&EXISTING DETAILS R TRUSSES OVER IB`oo ad IOd 4'EDGE FIELD FI tOd GABLE END WALL RAKE OR RAKE TRUSS W O OVERHANG ad B`EDOElBff FIELD GABLE END WALL RAKE OR RAKE TRUSS ad. led S'EOGEW HELD , 10.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL WIBTRUOTURALOUTLOOKERS SIMPSONCOMPONENT3 _ GABLE END WALL RAKE OR RAKE TRUSS WI LOOKOUT BLOOM ad led 4•EDGEJ4•FI61.D' CEIUNGSHEATHNG 11.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS GYPSUM WALLBOARD Ed COOLERS - T EDWt V FIEID TO BE 3000 PSI WALLSHEATHING 12.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE WOOD STRUCTURAL PANELS(PLYWOOD) STUDS SPACED UP T024"oc ad +ed WEDOER2"FIELO DURING FRAMING CONSTRUCTION lW&2rd32•FIBERBOARD PANELS 6d - 3•EOGEWFIELD 13.) THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" ire GYPSUM WALLBOARD ad COOLERS - TEOGE/10•FlELO &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF FLOOR SHEATHING: MASSACHUSETTS WIND SPEED MAPS . oo slilDNG�ESHALr WOoa STRUCTURAL THICRALPANELs(PLYWOOD) 14.)GLAZING PROTECTION PER 780 CMR 6301.2.1.2 TO BE IMPACT GLAZING GREAT11-Oft ER THAN KNESs ea 10d 6`EOGEIW FIELD � �fd6'COXPLYWOODSHEATHWG GREATER THAN+•TWCKNEBs lad 18d- 6-EDOElG'FIELD VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS 2x10RAFTERS 150 FELT PAPER W/OWNERS PRIOR TO START OF CONSTRUCTION C4 SIMPSON H 2 SA HURRICANE CLIPS 16.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE WIND WASH 3WV41DE IGEANATER6HIELD rsL tmDoaBd BARRIER IS.)ALL INTERIOR DOORS TO BE MASONITE OF EQUIVALENT ALUMINUM DRIPEOGE LSL"nmdA"n �cntlm+"�rttLLeta 17.)PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE -1 x&FASWABOARD Vj=tQP wars VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES 1 x 3 STRAPPINGVV1 1/2"OYPSUId BOMD 1 x 4 SOFFIT BOARD ++++++ 1 x CONT VINYL SOFFIT VENT +++t++ CO-t M x B v4•LVL W M i a•x B•VTMt-PLA+C ++++++ ++++++ - IX ++t+++ ++++++ SPECIFICATION NOTES: TYP 2x6WALLs -1 314.OROWN x B FRIEZE BOARD W121 u"w 1.MAIBEC W.C.SHINGLE SIDING(VERIFY COLOR) 14 2.AZEK TRIM THROUGHOUT FOR ALL TRIM If 3.CERTAINTEED LANL^.MARK ROOF SHINGLES DETAIL AT WALL _ 4.USE JAMSILL OR EQUIVALENT SILL PANS AT ALL WINDOW&DOORS �"+ "ws ff,P1"sd"`sw" ns�"*a uc 6.PROVIDE ALL POSSIBLE SEALING MEASURES AT DOORS,WINDOWS, SCALE:1/2"=V-0" &ROOF DECKS TO ELIMINATE WATER INYILTRATION s sl 17-6 c m E sip ed S.AZEK OR EQUIVALENT DECKING NOTES: ° 0" 7.ANDERSEN WINDOWS PER WINDOW SCHEDULE 1,SEAL ALL JOiNTS,SEAMS,&PENETRATIONS IN THE DETAILS TO BE DETERMINED BY OWNER BUILDING ENVELOPE TO REDUCE AIR LEAKAGE - 8.USE TYVEK HOUSEWRAP,SEAL WITH SUPPLIED TAPE PER SEE SECTION 6106.3.3 IN THE STATE BUILDING CODE MANUFACTURER'S RECOMMENDATION rerB.O -cx0 F6"'n+0 9.SEAL FLOOR FRAMING PER DETAIL A vAax a dR 10.AZEK OR HB&G RAILING SYSTEMf(SEE MFR.DETAILS FOR INSTALLATIONS PALL I IIM UL 11.USE INSULATED R 18 HEADERS Pi�WINDOWS&DOORS EXCEPT AS NOfND APPLY OAULKOR q5.•sr6wtuaAL FARCI aIQA+IIOIa wnea wm co Isd smms TAPE ATALL SHEATHING 12.ALL ELECTRICAL SERVICE TO BE RUN UNDERGROUND AND seAMs AND rHETYVEK SEALED WATERTIGHT.ELECTRICAL CONTRACTOR TO FOLLOW VAPOR BARRIER ALL STATE OF MASSACHUSETTS BUILDING CODES. ttw a xa•.a<r PLATE vatlm6ttlAim 13.USE COR-A-VENT OR EQUIVALENT RIDGE VENT W/BAFFLES APPLY CAULK OR 14.ALL BATH FANS TO BE PANASONIC WHISPERUNE(VENT DIRECTLY OUTSIDE) APPLYOAULKOR ADHESIVE UNDER 16.0!,! FIRED FORCED HOT WATER HEATING SYSTEM/HOT WATER SUPPLY ADHESIVEWHERE PLATE 16.ELECTRIC DUCTLESS MINI-SPLIT AC SYSTEM(14.6 SEER/12.0 EER OR HIGHER) INDICATED 17.SCHLAGE OR BALDWIN LOCKSETS ON ALL DOORS o .e •tE �� �"JJ'.a6 °� 18.ENERGY STAR-Im. ERMOSTAT =r 19.INTERIOR TRIM TO BE 1 Y 4 FLAT PINE AT DOORS&WiNDOWS ; .: �• 1 x 8 BASE,&4 6/8"CROWN AT CEILINGS TO MATCH EXISTING HOUSE ��; ''•.+,:,. '�'"( 'w T A (VERIFY DETAILS WITH EXISTING HOUSE COMPONENTS) O.H. DOOR DETAIL SIDE ELEVATION I NO SCALE' DETAIL AT FiRST FLOOR COTUIT BAY DESIGN.LLC NEW GARAGE FOR: ` SCALE DRAWINGNO.: i Inra n "� 1/4" 1'_0, EK 43 BREWSTER ROAD ;t tri�:,I.� tE �I MASHPEE,MA. 02649 HALEY RESIDENCE P ��I3/lo DATE: PH.(508)274-I 166 ����oIdTE 4/12/2010 �'�•�B�ONA1{:�' FAX(50B)5ss-s402 230 SEAPUIT RIVER ROAD:OSTERVILLE, MA �,�;a +;,;too ►, � i • 2'W 4Y-0" 4'W QP . -------_...---- -- pI 1 � l IIIIII I 1 s I III111 c 1 mA A9 I I I I I I I LL�IJJ .L O I O I I VIP s 1-- -- -- --- -- ---------- — -- -- — 3"z3°x1t4'T86 3'x3'x 114"T66 I ' W14x43STMLBEAM Ir_ I F------------- --- ————————— B i QP P I I f -�-� § O--- OP-- --O I _ I j A I l MOMENT FRAME !� J. T�;9°x9/8•T66COLUtdN6 1 A Wl(2)1 aW°x11114"WL ————————"' —----;— ——_-- .. _. --_—— O 8 O I 812 x 11'67`EL PU17E To A9 O p 5 O I - ' Ci • 9 Al WELD 1a x e•x3r4°sTEEL A9 BA6EPLATES TO COLUMN6 - DRIIA8 GROUT(Qfi DIA THREADED RODS INTO FOUND f WALL 11PDEEP USE NUT88 WABHER6TO LOCKIMP(ACE 24W 124r 2W& OOR SHEAR WALL PLAN '''y`No;, FIRST FL ,g iell.Rl:A �1 Mcii I'21E :yea Co itM1`�>:.: 1neo�roaeawwu eswnaeolPnxr eRRORsoaoaass�°I�nRSP°urnoa SCALE: DRAWING NO.: nles8°PsvnnslsPRWR1°xTART°P IM'= 1'-0" coTUIT BAY DESIGN, LLC NEW GARAGE FOR. °°NeTRU°R°x 1Lm mFly i00NIR0.07°R 43 BREWSTER ROAD WIuBEaesPoxmeLeP°R,ftEeoRteRr wmr�BoRnO"w ocasnttxmox HALEY RESIDENCE conRnea�csevnnmurlanPaxo,�x MASHPEE,MA. 02649 n°N"Pu°ve`ap"lYK*o:,ff muse DATE PH.(508)274-1 ltiti oRno:Ps�nxoreonm'oT%WMEN 1 2 Lere�s°P 23� SEAPUIT RIVER ROAD ®STERVILLE, MA 4/12/2010 FAX(508)539-9402 A1HPROiE0reO�1BP ' ,'L • r • • ' 1. • ' t [, I • • • R [I r , Z • • R 1 [ e [ • 1 1 . Pao OO O , I ' i I g C A9 1 OP 0 OR ram' I — -- (SHED DORMER) �o� 'A I All I LEC 3 L - ! I Ap ¢ _ I 1 I i I lO -------------' _--- ------- A I s O OP Q - . .. 8 --o ------------ ---------- O g C ZAP s - r-e' ro ) z a r4r 2W-W 2`0 (SHED DORMER) (SHED DORMER) ' t�10F 6:i9r M1Jt1:A - McK-i 171E :yl .Fgs OHa10E\l�`'.' SECOND FLOOD SHEAR WALL PLAN w� llb � SCALE: DRAWING NO. COTUIT BAY DESIGN,_LLC NEW GARAGE FOR: 1/4"= 1'-0" EE EK FM 43 BREWSTER ROAD MASHPEE,MA. o HALEY RESIDENCEDATE: PH.(508)274-t 166 � 4/12/2410 ' FAX(508)539_9402 230 SEAPUIT RIVER ROAD OSTERVILLE, MA I y (,. n a f w a` :���t t, - ,� R A N p I S L A N D D R [ GENERAL NOTES •• ✓� �riL a ..._ ,'.,_ � ar Ali. e'�. 'S_'A•"' K`t - 64� '`�' D I fl,vfti,.,, �,� j,r • _r ,_ ,, __-,�� __._, ELECTRIC ...... - � 1.) THE INTENT OF SHOW PROPOSED GARAGE AND L y, �: F , <... �. .- -Y►� �„ THE PLAN IS In SEP11C AT LOCUS. .yn fit: . . �I?STow JLE eq�wo 1s"NO 4 f v' I f I 2.) LOCUS AREA IS //y�/yyiED�� OF. `f W1�L 1�♦..♦ \ • j '!l`. n � 't` d , IF.•` � N/ta1rRIJGV K. t � -;�h: rt,�._y� �• ; X �1 I I ASSESSOR'S WW 070 PARCEL 001/003 { CERTFK.ATE OF TALI~ 131732 '` LOT 113 O LAND COURT RAN15354-103 5 1`• API ��r rS' �-�Y��• tIQM ,✓ /l y ,,�yy}}! �- :4i• _ Cl1RRE1Vr OWNER (PER A1SSE$.90R5. �:•---- �a,.;.,,,,. . r+.zk, ;. __ . �k�• _`'--�" RICFIARD W. LAWRIE JUDITH P. LAWRIE 63 FAIRVIEW ROAD I ) 3•) ZONING INFORMATION _. ZONING DIST RF-1 RICT OVERLAY DIS'TRICiS: RPOD, AP MID ZOC TO SALTWATER ESTUARIES LOCUS MAP Scale: 1' = 2OW MINIMUM CURRENT ZONING REOUIREIAM MIN. LOT AREA = 2 ACRES / MIN. LOT WIDTH = 125' N� ROBERT D. VANASSE, ET UX. FRONT YAW MIN. LOT F30'RONIAGE _ �' LAWRENCE M. MCCARTIN, TR., THE KAMI TRUST 514 GRAND ISLAND DRIVE SIDE JE REAR YARD = 15' / 15' 498 GRAND ISLAND DRIVE o CERTIFICATE OF TITLE: 161975 CERTIFICATE OF TITLE: 171103 4.) A E SEARCH HAS NOT FO BEEN PERFORMED R TM SITE F DETERMINED - TIR/ TO BE NECESSARY A TIRE SEARCH SHALL BE PERFORMED BY OTHERS. SHEET 15 / a M LAND COURT PLAN 15354-X 5.) TW LINE SHOWN IS BW ON MWIT ArNlA6i.E RECORD LAND COURT PLAN 15354-A o OFM971M CONSMNG OF PLANS NO DEEDS. ` THE EXLSW FfATIJRES SIIONM HEREON MERE OBTAINED FROM AN ON 1TE GROW FEW M SURVEY PERFORMED BY BAXTER NVE ENIIG & SIJIZVEIW ON MAY k 2009. N / Z 6.) COMMUNITY PANEL. MIMBER: 25=1 00181) (7/2/92) aTHE FLOW IN5111 ANCE RATE MAP DEFINES THIS AREA AS FLOOD ZONE C 7.) LOCATION OF EXISTING SEPTIC SYSTEM TAKEN FROM wsPECTION REPORT 0 PREPARED BY JAMES FORD, DATED 12-6-2008. U z 8.) LOCATION OF EXISTING WATER SERVICES TO 230 SEAPUR RIVER ROAD AND 498 GRAND ISLAND DRIVE FROM INFORMATION PROVIDED BY C-O-MM WATER DISTRICT DEED BOOK 563 I \ S PAGE 91 9.) THE CONTRACTOR SHALL CONTACT DIG SAFE(AT 1-S -Dr,-SAFE) AND URM COIPMIES 70 LOCATE JUNE 2, 1939 ALL EXIS W VIIJTES, AT LEAST 72 HOURS PRIOR TO TIE START OF CONS7RI1MIft THE LOCATION OF CB ° �� WATER EASEMENT M Y, MAY NOT BE LUIED TO USE SI MMHOMM HEREIN AID HAVE BI�I�IE'SEARCHO BASED ON THE 5-FEET WIDE DOCUMENT 327109 RECITES RIGHT OF WAY OVER IFF AMNA ILE UMN RECORDS NOM HEREON. THE CONTRACTOR AGREES TO BE FULLY RESPOME FOR S 1 1/2` WATER BENEFITING LOCUS FROM GRAND ISLAND DRIVE ANY AND ALL, DOVES *1CH UW BE OOGISIONFD BY THE CONTRO R'S MIRE 10 LOCATE SAID SERVICE I AND UTIIMS EXACTLY. F FIELD 0ONDITIONS OFFERS FROM PLAN WV MA710K THE SLEEVE WATER LINE FOR 15 EITHER SIDE OF CR0651NG CONTRACTOR SHALL NOTFY 1HE EiNGIE'Eti MEDMNIEI.Y FOR POSSDLE REDE51pN. 2 1 Ca/F!O S Q' __ N/F 24 ' ��� E CHARLES LINGAMFELTER, ET JUX. W . BENCHMARK: 25--�00 ; x ---- - MAG NAIL SET 284 b?EAPUIT RIVER ROAD x 25.5 IN PAVEMENT A �` 'EL = 24.59 CERTIFICATE OF TITLE: 174718 = x 25.8 x �` 25. 1 0 257 3 P,1 x 25.3 \� 1 x 24.6 16y ' , LOT 1 NN APPROXIMATE LOCATION ,` __ // PAD CONCRETE \ �p,,_ �� x 24.7 F LAND COURT PLAN 15354-4 OF SEPTIC COMPONENTS PUMP & FILL WITH x 6• �\ '3 c PROPOSED o CLEAN SAND. GQNQtATC R ' TP #3 GARAGESLAB EL ! N 1 ' I 0 10' 7.0 25.3 6.0' x 24.8 9 xE < x 25.7 PROPANE , 5.0 � CLEAN OUr0 6TMK TP 25.5 5.0' o ICO/FND 6.5 D ' COBBLE 9 f 1 26.3 �� 26.0 STONE i 4 1 _ - 25.2 0 x 2 5 wCV POOL --- s.b ��-- w .$' srow x 26.3 11 � 26.7 • 26.3 MASO�NFZ�WALL '� 3' �� PROPOSED SITE LOCATIOIE ' 26.3 x 26.4 WATER SERVICE N/P 230 SEAPUIT RIVER ROAD OMW cr EXISTING PAVED •5�• 01VELL12 SI Y a .0 �,' x 25.s FRANK SCIACCA B% Qyd 1'Isrbo p HL, 02M $ LOCAMTION DATE �y�+1y� r HSL; 23o I' 26VEWAY .9 , 210 SEAPUIT RIVER' ROAD PREPARED MR 06-15-2009 J F F:Es28 3 J TEL/TRANSFORMER J 10ERTIFICATE OF TITLE. 177456 KATHLEEN POWERS HAL" 114 ME ar A7'I0-� � 1' 31 2� J LAND COURT°PLAN 15354-103 - �WATER Septic Upgrade Plan WATER METER 7,, PIT _ °I 3 BAXTER NYE ENGINEERING & SURVEYING WATER"G 3' MAP 70 - PARCEL 001/003 Registered Professional Engineers and Land Surveyors ' 96,294 SO. FT. -2.2 ACRES IB o 78 North Street-3nd Floor,Hyannis,Massachusetts 02601 3 H �► Phone- (508) 771-7502 Fax-(508) 771-7622 DRIVE . '' 4,°°' H OF M,qs to ' o,CID �P d 1 I W w 13 v(0) ^ 30 0 30 60 � S EPHFN may\ W • L m1, m 13293 SCALE IN FEET No. 0?16 SCALE: 1" = 30' 1 W �/r CF a/STrc� o I' _ 000 HMO w 5 2� 2Glo DATE: 05-20-10 ce EIECTRK: METER I ,1d• Ci L! 1 cs/rao ' o . 130.14' L•168.30' Ry317.02' s TEL/TRANSFORMER I 1 SAW 5/21/10 JADD WATER LINE TO GARAGE 0 y w SEA I NO. BY DATE REMARKS �w PUIT RIVER ROAD w w w w �- DRAWN • M CKED w DRAWMG MAW - w -w w w ►►ww 0: 2007 2007-026 surve worksht 2007-026-SP-hale .d w o U/P 134/2 0 common down� 2007-026 N O f CD ` -`- .may.:_ _�_..._..._ -..-- __--".___...____....___. -..._.._-_..___ ._.-.___. ._-....-.___ ✓.::. -.__.__.__ -__-._.....�.. .___..�.._ -._.._._.___ -_- __ _' __ -. CONSTRUCTION NOTES 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE TYPICAL SYSTEM PROFILE WITH TITLE V OF THE STATE SANITARY CODE DATED APRIL 21, NOT TO SCALE 2006, AS AMENDED THROUGH THE DATE OF THIS PLAN, do ANY NOTES: LOCAL RULES do REGULATIONS APPLICABLE. I. ALL MATERIALS SHALL MEET H-20 LOADING REQUIREMENTS. 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. APPROXWTE TOP OF FNW FLOOR = 28.3 DXIsnNG GRADE _ 26°3f SET AT LEAsr ONE MArrWLE FRwE 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, a� COVER TO WTHN 6. OF F6NSH GRADE SET F FRA IE SEr RL4ER :OOYER TO VMM r OF NOTIFY THE BOARD OF HEALTH AGENT AND ENGINEER FOR R a Co� M" GRADE RG R&� S�K INSPECTION.ISERS ERs "I BE wATER�rICItr a oo�R a GRADE (LDdXABLE) ��, RISERS a COVERS SHAI L BE WAIERI M MAN HOME GRAM » �� 2" PVC. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 �n ae16e Om norar GRADE " 2sot V� PVC. UNLESS OTHERWISE NOTED HEREIN. = 3' MIN. 3� �j Cow%w 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE "C NrN Xnlr = » 24.2 6' :; 1 �i HORIZON , FOR A HORIZ. DISTANCE OF 5 SURROUNDING THE cmm!rLEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR to �""•PVCY; FIRST 2 (TO BE LEVEL) 4• Dw we �r.�- �F °~ •�^+ 15.255 TO THE TOP ELEVATION OF THE SAS. 2• 4• SCH. 40 PVC T ;}i'.:Tm c c o 0 0 GAS BAFFLE • Sut�P 4I y.', a.• :� . :,�. . 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN t4. t • ' p��pr�l7� �Vry�,� �.• ��,�y�� ••• -:-:•�;•�. +' %:�_ jr ..t•.•,'K• ,.�.. ;:,• LESS THAN 3' OF COVER. FONFO.R ED CON RCICi O O"JSHGV • -t •Y• %jaw t•r �'�t•.Y•% .r•�• ..� •. •'.• _ STONE BASE r.�. .:•• -r+• . a.?. • GARBAGE .... :: .. .M -- - 1SA DESIGN INCLUDE A •• � � � �"�' TME �� °� � 1�• o„ 7. .THE SEPTIC SYSTEM D DOES NOT -; .y ;; • < IIQ�oa GRINDER DISPOSALS. oF' s�s)r slw�l. BE ReMaNEo r° T►+� � aotazoMr s� NO D SALS: ._.....•. ... _.. - s� aR+slRUXaloa Rolle p � NarE ma's MN .... .. . 6• CRUSf1ED STONE BASE No EL 12.7 w°I"°e.r °°..r�"° 8. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 2,000 GALLON O ARAN341 SEPTIC TANG fH-201 - MMI HOUSE qSFWU I ION BOX a}.2O) 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL LEAUM pN�OLOW DrFUN fiM EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF t600 GALLON ONE-COIrPART�lf SEPTIC TANG 04-20) GARAQE/APT. CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE' REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS, TELEPHONE do DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. FINAL LAYOUT SHALL BE AS DETERMINED BY THE �� APPROPRIATE UTILITY COMPANY. • i• .- DE 91 MN.-361 WX• COVER ° ' Y FEASIOIE OR OO O O 4' 12' Fi1�IIC �:;.)•:.ry �_'.^.... :- .t. r •, .r. <. -7 , c ,. L ; ',.`. ,.�..:.rY.:.', z•>::•a)� +' :.c.. •:.t, <•• 4 .>, .rt .I-:r,'i~ :. 4° r. a•r:- • `rP�: •- • . . ... ..'•.$i. ::. '.�.. • ,r/• '$.�.iv`,�.y<:!•• 3.••f v v:•...•.,..tj�t .... DOUBLE WOO SYDNE cieer,.t elf Q -� :t •v.. .F.a• °i4 g•y 'k.r' lial .. c�rcr Ir�C.Dcrr►I 1 .,� ✓9.;. y„-i..: r '•Y."ir:'ir. ti-:�`. •.J'.{r.�A d .j r:��'r1{:•}Q•ty` J : Pt?C:y y. r r Ydy. ;•>1 r}. ('IRS. �.: . ?:ac.. S ti 'riY.:i�:+i• 1 v-:(. ,1f' 't�:•'i; =• fi��•iti1 t•••c y(r.'.•• 72r 1 ��:j�l} ii!' �,S^r,,?'��rjt .:,.;•..�`,'�..h:kR• J ;trl-i+�: ,,• 1 r::,. sa �.ia t PLAN OF PRECAST LEACHING CHAMBERS CoxcEM MY DIFFUSOR ngrAII. NO SCALE �_ S • LOW DATE • 2/5/10 SCALE BARNSTABLE SOIL EVALUATOR: BOARD OF HEALTH AGENT: STEVE WILSON, P.E. DAVE STANTON, R.S. TEST PR 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 o • G.S.E. - 24.7 G.S.E. 24.7 G.S.E. 25.7 op G.S.E. 25.7 Ap { 10YR 5/1 SANDY LOAM Ap ; 1OYR 5/1 SANDY LOAM Ap ; 1OYR 3/2 ; SANDY LOAM Ap ; 1OYR 3/2 ; SANDY LOAM w `r w w w B 1OYR 4/6 ; SANDY LOAM B ; IOYR 4/6 ; SANDY LOAM B ; 1OYR 4/6 ; SANDY LOAM B ; 1OYR 4/6 ; SANDY LOAM SITE LOCATION: 230 SEAPUIT RIVER ROAD 17" 18" 12_ 14" Ost+eryigm 10, Oystelr Harbors, Ift, 02655 C ;I OYR 616 ; MED. SAND C ; I OYR 6/6 ; MED. SAND C ; I OYR 6/6 ; MED. SAND C ; I OYR 6/6 ; MED. SAND PREPARED 144" 144" 144• 144" KATHLEEN POWERS HALED LEACKWO AREA REQUIREMENTS OEM SCIE'DlU iM HOLLSE TIME NITROGEN LOADING LIMITATION: ZONE OF CONTRIBUTION TO SALTWATER ESTUARY (BOH - SECTION 360-45) Dmm nmsH FLOOR 28.3 ALLOWABLE FLOW, 2.2 ACRES x 440 GPD/ACRE = 968 GPD SEWER INVERT AT HOUSE N24 Septic Detail Sheet ow Upgrade SEWER NNW WO SEPTIC TANK 211 ID WATER OBSERVED RESIDENTIAL: 8 BEDROOMS ( MAIN HOUSE (7 BEDROOMS) x GARAGE/APARTMENT (1 BEDROOM) SEWER INVERT OUT OF SEPIK TANK 21.8 O EL 12.7 x 110 Gmm SEWER I"� INTO r OF DIs. rR N BOX 21.4 BAXTER NYE ENGINEERING & SURVEYING TOTAL DESIGN FLOW = 880 GPI) SEWER GARBAGE GRINDER (NOT INCLUDED) = N/A SEWER NNVERT WO SAS 20.9 BOTTOM OF S.A.S. 18°9 Registered Professional Engineers and Land Surveyors PERC RATE _ <5 MIN. / INCH (CLASS 1) NO GROUNDWATER OBSERVED 1O ELEVATION 12.7 S.F. t EIRIFY THAT IN APB 199'5 I HAVE PASSEDTHE SOIL EVALUMTOR EXAMMATION 78 North Street-3TCl Floor,Hyannis,Massachusetts 02601 LTAR = 0.74 GPDAPROVEDMIN, LEACHING AREA/ BYE BY Wm THE T ANG «� Phone-(508) 771-7502 Fax-(508) 77.1-7622 AD EXPERIENCE DESCRIBED IN 10 CMR 15.017 a 880 GPD/ 0.74 GPD/S.F. = 1190 S.F. MIN. DEM GVVSE/APA"WENr gEYdj�y Sii�►n�aE D,�TE 5 a T G ���F�� 30 0 30 60 PROPOSED SYSTEM: 8 FLOW DIFFUSORS WITH 4' STONE ON ALL SIDES AND V STONE BASE (2' EFFECTIVE DEPTH) SLAB ELEVATION 25.3 S o SEWER INVERT A7 APT. 23.6 • _ SEWER INVERT INTO SEPTIC TANK 3 o STEPHEN U �� SCALE IN FEET SIDEWALL AREA (72 + 12)2 x 1 DEPTH - 336 SF �L� SCALE: 1" = 30' cli BOTTOM AREA: (72' x 1 = 864 SF SEWER NNVERT OUT OF SEPirC TANK 23.0 0 -+ . OU TOTAL EFFECTIVE LEACHING AREA = 1200 SF ERT SEWER INVWER WM D67RBJWN BOX 21.2 Ot^16 `' z O� 3 SE NNVERT T OF DISTRIBUTION BOX 21.0 SEWER NNW NM SAS 20.9 .0 SEPTIC TANK SIZING: MAIN HOUSE = 770 GPO x 200% = 1540 GAL - USE 2000 GALLON SEPTIC TANK (H-20) 901TOM OF SAS. 18°9 N GARAGE/APT. = 110 GPD x 100% = 110 GAL - USE 1500 GALLON SEPTIC TANK (H-20) NO GROUNDWATER OBSERVED TO ELEVATION 12.7 S Zoe 6 DATE: 05-20-10 N O O - O N t C:P2 O NO. BY DATE REMARKS • "' pw►wltIc N 0: 2007 2007-026 surve iworksht\ ,le •�w 0 2007-026 - h