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HomeMy WebLinkAbout0099 TOWER HILL ROAD - Health E r-r Hill Road rdHe erville 57 r '" sr iM t�� , „ •� , '' �t,rr :. ".� ° ,D 'a. .. .1 t t'-` it ! I +q Y ';t ,.'� �,� .: j At •fry- {^ p ,011ll '} � '- :: n•• r, , �,i. r , ...., �r .# ;�:}I. .. A i' L f� d �ry+l1 t i�• }, ,t r + i , „ ,;: :,, '�; . :'. „,,,• y. .,}, t'. i s � ,{'{. :ra }! a:`i ,i1,, t, f y s r .} it *r rt - F : , qQ a v t - �, " t „!'�:. ! �'.' J �l:, �- A} -::�� 'iA: }'F. i j i4 r4.. •t' '� } + 'S .r^i t r s+• , y, ' „ { or ,.J • : i� • r�• •,:. _;. - .- �•. -.,- , ,,':,rv!'". i�p; i5s,:�. -� yr+s ¢_, r 1 �+ eF%s. i,tti' e r "�. ,.. ., ..,. ..r-: .�. ,. ' i.;4 a . .. ': s' �, •,'F ,,rl3_^;,x p: M 1 y a! r t, t:, .i •. �_ it t .t . ,,:r-, .: ,:. -.r..:r n'r •.. -. .:. „ •, r.. 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Please see completeness checklist at the end of the form. Important:When A. General Information filling out forms �' �z3 03.� on the computer, use only the tab 1. Inspector: key to move your cursor-do not Michael T Bisienere use the return key. Name of Inspector Cape Septic Inspections VIRrgaA Company Name 624 Old Barnstable Road Company Address raw Mashpee Ma. 02649 City/Town State Zip Code 508-280-3356 S13938 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000).The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority 05-17-2018 Inspector'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 should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins.doc•rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 4�M ,•''v 99 Tower Hill Road Property Address Robert Boyle Owner Owner's Name information is required for every Osterville Ma. 02655 05-15-2018 page. Citylrown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® 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: This 3 bedroom home has a H-10 1.500 gallon septic tank and a H-10 D-Box feeding two leaching chambers. At the time of the inspection the leaching was dry and there were no visible signs of past. hydraulic failure. Note the pool house bathroom is tied into the septic system. B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no" or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 17 Commonwealth of Massachusetts Title 5 Official- Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 99 Tower Hill Road - - Property Address Robert Boyle Owner Owner's Name information is required for every Osterville Ma. 02655 05-15-2018 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed )(s piP e . The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �M ,•� 99 Tower Hill Road Property Address Robert Boyle Owner Owner's Name information is required for every Osterville Ma. 02655 05-15-2018 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No" to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility'or system component due to overloaded or clogged SAS or cesspool ❑ ® 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 '/2 day flow t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 f Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 5 99 Tower Hill Road Property Address Robert Boyle Owner Owner's Name information is required for every Osterville Ma. 02655 05-15-2018 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® 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 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 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no" to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA) or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section'E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 99 Tower Hill Road Property Address Robert Boyle Owner Owner's Name information is required for every Cisterville Ma. 02655 05-15-2018 page. Cityrrown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ® ❑ 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)] D. System Information Residential Flow Conditions: Number of bedrooms (design): 3 Number of bedrooms (actual). 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): G plus PD t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 99 Tower Hill Road - Property Address Robert Boyle Owner Owner's Name information is required for every Osterville Ma. 02655 05-15-2018 page. City/Town State Zip Code Date of Inspection D. System Information Description: Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonal use. Yes No Water meter readings, if available(last 2 years usage (gpd)): Detail: In 2017 125,000 gallons were used and in 2016 158,000 gallons were used. Sump pump? ❑ Yes ® No Last date of occupancy: Fall 2017 Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins.doc•rev:6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 99 Tower Hill Road Property Address Robert Boyle Owner Owner's Name information is required for every Osterville Ma. 02655 05-15-2018 page. City/Town State. Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ® No 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) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. , ❑ Other(describe): t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 99 Tower Hill Road Property Address Robert Boyle Owner Owner's Name information is required for every Osterville Ma 02655 05-15-2018 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 06-15-2007 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 13" 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.): Septic Tank (locate on site plan): Depth below grade: . 611 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 Dimensions: Standard H-10 1500 gallon septic tank 1 Sludge depth: t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 i Commonwealth of Massachusetts - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °M 99 Tower Hill Road Property Address Robert Boyle Owner Owner's Name information is required for every Osterville Ma. 02655 05-15-2018 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 36" Scum thickness 1 Distance from top.of scum to top of outlet tee or baffle 5„ Distance from bottom of scum to bottom of outlet tee or baffle 12" How were dimensions determined? Sludge Judge Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): would recommend the new owner put the tank on a maint. plan with a local septic pumping co.The Barnstable Health Dept. has a list of local septic pumping co. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments •�''• 99 Tower Hill Road Property Address Robert Boyle Owner Owner's Name information is required for every Osterville Ma. 02655 05-15-2018 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): "Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 17 Commonwealth of Massachusetts u Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M ,• 99 Tower Hill Road Property Address Robert Boyle Owner Owner's Name information is required for every Osterville Ma. 02655 05-15-2018 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert Oil 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.): The H-10 D-Box had no visible signs of leakage or evidence of past hydraulic failure. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): * If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 17 Commonwealth of Massachusetts - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 5 99 Tower Hill Road Property Address Robert Boyle Owner Owner's Name information is required for every Osterville Ma. 02655 05-15-2018 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ® leaching chambers number: 2 ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): At the time of the inspection there were no visible signs of past hydraulic failure. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 17 Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 99 Tower Hill Road Property Address Robert Boyle Owner Owner's Name information is required for every Osterville Ma. 02655 05-15-2018 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments(note condition of soil,signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy(locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments wM , 99 Tower Hill Road Property Address Robert Boyle Owner Owners Name information is required for every Osterville Ma. 02655 05-15-2018 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 q�p Q. TOWN OF BARN TABL LOCATION ( 1 t wr I e ;1 �J/i d SEWAGE#-'&&7 0-T VILLAGE 115*rj,1 h't ASSESSOR'S MAP&PARCEL //7 _i�•-� INSTALLERS NAME&PHONE NO.A_P-44+r J SEPTIC TANK CAPACITY !SGy LEACHING FACILITY.-(type) �2— 5—ow (size) NO.OF BEDROOMS. 2, OWNER PERMIT DATE: Z—Z ZOo"7 COMPLIANCE DATE: d /C 20 v 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 i i FURNISHED BY 479 i0 l i 7C Commonwealth of Massachusetts - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 99 Tower Hill Road Property Address Robert Boyle Owner Owner's Name information is required for every Osterville Ma. 02655 05-15-2018 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: 9 plus feet feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ® Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: I augered a hole at a lower elevation and shot it with a transit. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 99 Tower Hill Road Property Address Robert Boyle Owner Owner's Name information is required for every Osterville Ma. 02655 05-15-2018 page. Cityrrown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System.Failure Criteria Applicable to All Systems) completed ® System Information— Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 h D � COun� SIzS � ( � Town of BarnstableBuilding °Pos Z�arcl So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept enrzns-raeu x v� MASS1Po Until Final1nspection Has Been Made. Permit 1639. °ri�oMny" � here-a C ificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspectiom has been made as Y Permit No. B-2007-0 81 Applicant Name: DAVID L. LLEWELYN Approvals Date Issued: 07/23 007 Current Use: 1010 Structure Permit Type: Pool-Inground Expiration Date: 01/20/2008 Foundation: Location: 99 TOWER HILL ROAD,OSTERVILLE Map/Lot: 117-157 w Zoning District: RC Sheathing: Owner on Record: BOYLE, ROBERT J &DOROTHY A Contractor Name: - ASHLEY, MICHAEL Framing: 1 Address: 88 OLD FARM RD Contractor License: 13232 2 MILTON , MA 02186 -.Est. Project Cost: $0.00 Chimney: Description: INSTALL INGROUND POOL 16X36 AND NEW SHED 8X16 Permit Fee: $ 110.00 Insulation: Fee Paid: $ 110.00 4 Final: Project Review Req: t Date: f 7/23/2007 Plumbing/Gas Building Official _ Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Final Plumbing: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Rough Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and,Fire.Officials are providedon this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work:, Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed . 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final:. 4/18/2018 AsBuilt OF/BARfN TABLE 7r�V We LOCATION ( /d�.r��- �'{{P(� y y� SEWAGE#2,007 03 VILLAGE BS` i Ut. ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. AYE 0- Ott, SEPTIC TANK CAPACITY j TO D LEACHING FACILITY:(type) .2— 5_01V (size) Axe NO.OF BEDROOMS, OWNER / PERMIT DATE: Z—Z'Z 007 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 leachMi facility) Feet FURNISHED BY _67��ao/ ! I .C- c 1 http://issgl2/intranet/propdata/prebuilt.aspx?mappar=117157&seq=1 1/2 4/18/2018 AsBuilt r , t 1 http://issgl2/intranet/propdata/prebuilt.aspx?mappar=117157&seq=1 2/2 TOWN OF BARNSTABLE LOCATION ee- d SEWAGE#a.?e g7®j VILLAGE 6Sttro lit ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. �� �'� Ql r SEPTIC TANK CAPACITY LEACHING FACILITY:(type) „2 .5-0-Vdgjj%(size), NO.OF BEDROOMS Z V OWNER PERMIT DATE: Z- Z'Z Oo7 COMPLIANCE DATE: W// /f- Z d a 7 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 kl �� f� ► �'i�g; � � � 3� �� �' � Ic:�a la� Ik '� la�,� �3 '��-� p� w� �a'=� t��l ��l� � f� .�..,-...,1 ...,_,�.--,,..---,f'-- .. � ,�-._.,.,..,_�yz�E--i�y f,.a,•..�aw,•..7,.= r, "'.,�s,5.-+ti•,.::�:,It.•,..ti-.....,:.-,.-t.-i.,y_.....•ti..+`�.. No. c��%y �.�® L� Y -� Y �_�.�;, Fee �® THE COMMON64EALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Tipprication for ai5pogar 6pztem Cori-5tructiou Permit Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Amass or Lot No. Owner's N o.Name,Address,and Tel.N : 17ii• joy 4 ee o �y� � P 7 Ame§sor's MapTarcel % .�,l��' n� Yr-7e&) a 2 1 Installer's Name,Address,and Tel.No. 7 7 `1 A2 1 Designer's Name,Address and Tel.No. ✓ 6041 3177 r/ Py— Type of Building: Dwelling No.of Bedrooms Lot Size Z 6 0 sq. 8. Garbage Grinder Other Type of Building �$ No.of Per ns Showers( Cafeteria( ) Other Fixtures Design Flow(min.re uir d) 3 U gpd Design flow provided /��/o� gpd Plan Date Number of sheets Revision Date Title / - t� / .tom 1 L(J Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: / ? Agreement: The undersigned agrees to ensure a onstruction and mainte ance of the afore described on-site sewage disposal system in accordanc ith the provisions of Tit 5 o the Environme 1 C e and not to lace the system in operation until a Certificate of Comp' c h een issued by thi oar �O, SignedDate a-'"A icati n Approved by Date Application Disapproved by: Date for the following reasons Permit No. —� Date Issued c7 i."G No. �`^, �, t t :.��C3�Trt'f Fee r Entered iri computer: THE COMMON 9A�L"TH OF MASSACHUSETTSYes PUBLIC HEALTH DIVISION-- TOWNI f BARNS TABLE, MASSACHUSETTS 2pprication fort: i�po aY p�tenAton5tructiott Permit _ Application for a Permit to Construct Repair-(., Upgcade�(.'_ AIA ndon( ), ❑Complete System Individual Components Location Ad ss or Lot I/ No. Owner's Name,Address,and Tel.No. ,, crl *7 "5!,X"y 740, Py y Assessor's Ma /Parcel --, p AV) Installer's Name,Address,and Tel.No. v op%'° t(7 `�. � Designer's Name,Address and Tel.No. ✓ ����63�,7 7 ' ,r/. .�G dd Type of Building: i Dwelling No.of Bedrooms 2 Lot Size b D sq. ft. Garbage Grinder'(✓)� Other Type of Building ES No..of Per Showers( Z�Cafeteria( ) Other Fixtures rang s- A� r' 5/,ot J C Design Flow(min.re uir d) 3 0 gpd Design flow provided 3 3/ �/ci _ gpd ` " ~ Plan Date vTy S,60 7 Number of sheets Revision.Date Title y Size of Septic Tank Type of S.A.S. Description of Soil _ C Nature of Repairs or Alterations(Answer when applicable) fIC 1 Date last inspected: / Z Agreement. The undersigned agrees to ensure a onstruction and mainte ance of the afore described on-site sewage disposal system in accordance-with the provisions of Tit 5 o the Environme e and not to lace the system in operation until a Certificate of Complia cerh s'been issued by thi oar a h. , vZ/ / O Signe• Date „A1 plicat on Approved by ,_ - Date _ , Application Disapproved by: - Date for the following reasons -- ` f Permit No O 3 —7Date Issued DOD -------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ) Repaired ( ) Upgraded ( ) t ; Abandoned( )bya 1 at CS �-f?r� Q�j Jll� has been constructed in accordance l with the provisions of Title 5 and the for Disposal System Construction Permit No. 9ZC — 0'3 ?.,' dated Installer 1 j 0)1 Designer A2W)Clt_ WDW #bedrooms Approved design flow ' gpd The issuance of this permi shall notbe onstrued as a guarantee that the system w�-fundR'f-o-,i-a-, designed. Date ® /// Inspector _ No. — Q 3 `-1l 7 — Fee /.50 _ - .- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS Migont *pgtem &n5tructtou Permit $ ..Permission is hereby granted to Construct ( Re air ( ) Upgrade ( ) Abandon ( ) System located at Tb u✓+✓ � �� �j�7f�YdJ(/I /tl­4L., and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be c mpleted within three years of the date o his pet Date a 1ai 7 Approved by r• i. Town of Barnstable °FT►+�r°"��° Regulatory Services Thomas F. Geiler,Director • BARNSTABLE, • Public Health Division prFo �A Thomas McKean;Director 200 Main Street, Hyannis,MA 02601 Office:. 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Sewage Permit# 20 0 1 Assessor's Map\Parcel 11-1 i Sr-7 Designer: ASSoc_, _Cr-Jc Installer• Ae-kkwe- -om;rz:,Ue K-)IYtJ Address: (o3 Coy„ +'( J&,AD Address: 1-4 'V/4Y YnA � mArc.iA, 2007] Ar4wr 6'o`(A, was issued a permit to install a (date) (installer) septic system at 99 T'o..Jcc l4,,\l R fyz, based on a design drawn by (address) AssocakA-eS, _' 4C. dated 3Rr1: 29, Zooq (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. X 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 t. of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Stripout (if required) was inspected and the soils were found satisfactory. 5"-V+- P CA.,J A,4v�,c,4-ex_x pr-rrb c, /7,1g f o'7) 0,4' (Installer's Signatur a l�NvE9e- UIEY \ =� CivGO il 0.35101 *(�( esigner's ignaturI.ARNSTABLE (Affix Desig ere) PLEASE RETURN TO 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:\Septic\Designer Certification Form Rev 03-09-06.doc *+�,���Y }'�►kb�•0 sae y �� ,f n _ N OR JS h a �,_ ="�'•'��..s;�cy�""�`�'�.-.1�y `✓ -� '''„w'A�= -°°-t'`. -'1�&�,�'ti�'§r� `t'' -.�. a- t .l j.. - �,. ''�� _ `' ,���y,✓4T�3 'i �r � �-.'.'� -7 7rt 1 :� '�> e'���a�3%*�W�^'kCs' �'�`"!4t "a4. �,1 `e" �� �f';`� ' .h .�'' ..�' N- F�� �� n. ^!`: �y�'•�,cr��'+'�ys 5�..i�''Jl a+i?.� Fi.Yd�'y*'' } ,,;.r { 1 L yz :a ° s' J�3'lL`� Fti*+ -..die �, • 'URI ia $• '• 111 - • - -• '•• •• • Rooms: Six Bedrooms: Three Bathrooms: Three Full 16 •11 2018 • • - • • ••• • - • • • •• • 1 •• -• • - • • • -• •• • Year Built: 1964 (Renovated) • •: Natural Gas, • ' PrivateWater: Town • -s: $5,833 2018 RCG.BERT PAiJL PxR�PzERTI�ES ' ROWER-T KINLLN AND hllU1 GROVER WXWMWAK�IIIIIIMMAOUF •1I Ft . [Qf at C 4 Sy ,\ fi. �•'+� tom` , �� y 1•i' � 'M�"'"""rw 5®Ey a _ t a o 4 FM f I Ucl '' ;< 3 z+ i 77 �. Exclusively Represented by Kathy a Deermn Robert Paul Properties 1508-615-3700 kathydeerman@robertpaul.com I www.RobertPaul.com This information was gathered from third party sources including the seller and public records,without further verification. Robert Paul Properties,Inc. disclaims any and all representation or warranties as to the accuracy of this information. Prospective buyers are advised to verify all information and to retain appropriate professionals(inspectors,engineers,attorneys,etc.)to obtain advice or assistance. This listing is subject to change or withdrawal without notice. 17'x12' Bedroom Deck 16,x14, 25'X8' WIC j Great 12'x6' f Bedroom Room 18'x18' 24'x29' :y 1o'X2' Kitchen Garage 16'xi9' QO \ o©� V Living Bedroom Room 13'x13' SX5, 19,X13, Foyer 6'x6' All measurements are approximate and not guaranteed. This illustration is provided for marketing and convenience only. All information should be verified independently. © PlanOmatic `.wig. -'�- '� ;:. '* '4rY; f � t rd.t '��«� '.. C �,' ' „{�/* '�..�""f ,r .4 y�• s r r '.' � � r i e� - "' � sir tt. �,ao-w.• :4 1 a W � i • , W rs • P t + _ a � r I, r i ' xR , .x n. i m ty r I i F�,�a�i', .- __ _ —_ T __ _ �' "`..`..`.•.`. ate: x m c yr <..r`� . ,..e. ,�•, r , r. � r� �� tti`„r�!� c � j •�A ��j�� a �. ��' � ay*s." �C'r �,.�r," ' ��+wvu,, T� Alm MINE NIWA ww J`fif'.� Q' ,..g. ♦ 'w` 'F�+.{ 4`,7. i fix. A+"'y, '� '" «i`-t,��c # ».r. ",r,,� .a'' "°•s- 'r �S .� • �** x r 4/18/2018 F 99 Tower Hill Rd,Osterville,MA 02655 MLS#21802189 Zillow 1911911 Tower HM Osterville,, MA 02655 3 beds 3 baths 2,132 sgft FOR SALE $949,000 View Zestimate EST. MORTGAGE $3,816/moQ Get pre-qualified Osterville Village Charm. Beautifully renovated, 2008 expanded Cape-Ranch made for Summer fun with your family and friends. The Great Room has a spacious dining and seating area with a wall of windows overlooking the private yard, large mahogany deck, and ,heated saltwater pool The cabana includes a full bath,,' artist's studio, outdoor shower and,a room for all your pool toys. Delight in the Chef's kitchen with cherry cabinetry, 5 seat granite counter, Viking appliances and a .bank of pantry cabinets. A separate Living room has a gas fireplace and mullioned windows to welcome the morning light. Master suite with luxurious marble bath. Added features include maple floors, stunning perennial gardens, alarm, and A/C. Just a short stroll to village shops, restaurants, and sandy ocean beaches. Less Facts and Features Type - Year Built Single Family, 1964 Heating Cooling No Data No Data Parking Lot 5 spaces 0.35 acres Days on Zillow Price/sqft 8 Days $445 https://www.zi llow.com/homes/99-Tower-H ill-Rd,-Ostervil le,-MA-02655_rb/ 1/4 h P 4/18/2018 99 Tower Hill Rd,Osterville,MA 02655 MLS#21802189 Zillow Saves 19 INTERIOR FEATURES Bedrooms Basement Beds: 3 Basement Master Description: Bulkhead Bedroom: Cathedral Access Ceiling, Master Bedroom, Basement: Yes Wood Floor, Walk-in Closet, Double Vanity, Flooring French/Patio Door, Tile Floor size: 2,132 sqft See More Facts and Features home valve Price / Tax History Mortgages Price This Home Competition for this Ho. . . Home Expenses Neighborhood : ®ster'vrppe Nearby Schools in Barn. . . https://www.ziIlow.com/homes/99-Tower-Hill-Rd,-OsterviI le,-MA-02655_rb/ 2/4 4/18/20181 f, 99 Tower Hill Rd,Osterville,MA 02655 1 MLS#21802189 1 Zillow Owner dash b®a rd i Contact Agent T ' LISTING t Kathy ; AGENT Your Name 1, Deerma n Phone (3) 1 Recent Email sales (508) 615- 3700 PREMIER III Chuck AGENT Tuttle Contact Agent I 6 Recent I want financing information sales (508) 452- i 6316 I Marie PREMIER AGENT J Souza Team (23) i 34 i Recent j sales (508) 244- 4875 By pressing Contact Agent,you agree that Zillow Group and real estate professionals may call/text you about your inquiry, which may involve use of automated means and prerecorded/artificial voices.You don't need to consent as a condition of buying any property, goods or services. Message/data rates may apply. You also agree to our Terms of Use. Learn how to appear as the agent above Similar Homes for sale See all similar listings https://www.ziIlow.com/homes/99-Tower-Hill-Rd,-Osterville,-MA-02655_rb/ 3/4 r �y 4/18/2018 99 Tower Hill Rd,Osterville,MA 02655 MLS#21802189 Zillow I https://www.ziIlow.com/homes/99-Tower-Hill-Rd,-Osterville,-MA-02655_rb/ 4/4 f 4/18/2018 99 Tower Hill Rd,Osterville,MA 02655 1 MLS#21802189 I Zillow a a CONTACT AGENT Q SAVE W SHARE 0 HIDE MORE EXPAND X CLOSE Public View Owner View I Massachusetts Barnstable 02655 Osterville 99 Tower Hill Road �- i r > —,� ''`•. � �^�_.,,,.,,�°, x A/� '' � Ott �E�,. F,"'���Z 1, ,► -' �. ',4; s ,� i �. f: - CONTACT AGENT ape SS76_9 FOR SALE Your Name 99 Tower , RL $949500Q It. Phone Hill Rd View Zestimate I k r ppqq /� Po" Email ►K Osterville, MA MORTGAGE 02655 Est, I am interested in 99 Tower Hill.Rd, I OSTERVILLE, MA 02655. I 3 beds • 3 baths Mortgage: 4 - 2,132 sgft $3,816/mo Contact Agent 0 Get pre- ❑ I want financing information qualified By pressing Contact Agent,you agree that Zillow Group and real estate professionals may call/text you about �: � LI a your inquiry,which may involve use of automated means and prerecorded/artificial voices.You don't need �4< Osterville Village Charm, to consent a�a condition of buying any property, Beautifully renovated, goods or services. Message/data rates may apply.You 2008 expanded Cape- also agree to our Terms of Use. Ranch made for Summer Ai - fun with your family and Kathy Deerman al�elNfriends. The Great Room Q1 (1 Recent saleseshas a spacious dining and (508) 615-3700 S744 - seating area with a wall of Kathleen S. Byrne PREMIER . AGENT �t windows overlooking the Q 5 .' (3) ' 2 Recent salesh' `� private yard, large (781) 350-5589 b mahogany deck; and • y a Marie Souza Team heated saltwater pool. The rPA�ENT� � e-nknr,n int-li tr4nc n f[ill 34 Recent sales https://www.zillow.com/homes/for sale/55853901_zpid/41.644937,-70.360973,41.616421,-70.407107 rect/14 zm/ 1/1 �? ZONE.• RC ; RPOD & WPOD ' MAP: 117 / 157 SOU TH ROAD FLOOD ZONE: NON—HAZARD C t Panel No. 250001 0016 D (712192) PLAN REFERENCE: BOOK 106 PAGE 37 (F2) BENCHMARK DATUM: ASSUMED r - POOL NOTES.• 1. INSTALL 40 MIL. IMPERVIOUS LINER BETWEEN LEACHING AREA AND POOL TO ° 1 PREVENT MIGRATION OF SEP77C INTO POOL. 2. A REGISTERED LANDSCAPE ARCHITECT SHALL BE 69 f RETAINED TO PREPARE A REPLAN77NG PLAN WITH 7H Al POOL INSTALLA770N. PLANTING SHALL 68 TOWN OF BARNSTABLE REQUIREMENTS, SECTION 3510b. kV J. A PROPERLY SIZED BACKWASH INFILTRATION SYSTEM wQ FOR THE POOL IS REQUIRED. THIS SHALL BE A,MINIMUM OF 25' FROM THE LEACHING AND RESERVE AREAS- 4. ALL ACCESS DOORS TO POOL SHALL BE ALARMED. POOL GATES SHALL HAVE GA 7ES WITH LOCKING QJ ABILITY, PER TOWN REQUIREMENTS LEACHING AREA O f` 577. FROM BUILDERS 281p E AS-BUILT FUTURE Q F GRASS �o PROFps F 16096. �� � f0 fNC,f � � � • O 2 i 0 �fD rVFU E'OR I'f0 GRASS7UR QO� O�O 180-2 Q O Q 2 3pp. Q� �o I ?Z cd 3r 90• WATER �Y Q A 160.B,4 QO `� 3�O o, 00 - GA 7E 1'y r NA SEPTIC 36.58' l5/ O TANK p N .35'.01 D 28.75 15,400 t sq.ft. ; q FUTURE ^� »o i zs0 ``� f'fiF ��►5;� fVNAI � i PROPOSED GRASS ^� �s- WASTE LINE Nj357' PRpr°O `� o . 1p"ly Sf0 Ff'V0E � ry• Z Q ro _ , SITE• PLAN WITH SEPTIC AS—BUILT AND PROPOSED POOL { s t FOR ROBERT J. & DOROTHY A. BOYLE y 156 99 TOWER HILL ROAD OSTERVILLE, MASS. "PLAN REVISIONS'' NO. DATE DESCRIPTION' r BY PA/PR 1 f 1 6128107 SEP71C AS-BUILT/RE POOL SAM � � $COIe: Date: 6/28/07 V. r, TYarwick Associates Inc. 163. County Road Box 801 DRAWN BY. csL DA1E 12/14/06 GRAPI11C SCALE North Falmouth, Mass 02556 p 0 10 ` 10 40 so (50B) 563 — 7777 CHECKED BY SH£ET 1 OF 1 P.•�Lond Projects 2004,BOYLE1dwg\B0nECPP.dw9 ( IN FEET ) i Inch = 20 ft. - — -- _- .. ✓ . 4_, e lad . .a .::. fy I: GENERAL NOTES.- 1. ALL WORK SUBJECT TO TOWN OF BARNSTABLE APPROVAL 21 ALL WORK PER MASS STATE CODES, 3, PLUMBING AND ELECTRICAL WORK BY LICENSED CONTRACTORS DRAWINGS, SOUTH ST, 1, TITLE SHEET 21 SURVEY 3. - EXISTING FLOOR PLAN J 4, SITE PLAN -' 5, SITE PLAN A -A a 6, SITE PLAN B -B 99 w 7, SITE PLAN C -C o 8, F❑UNDATI❑N �- 9, FLOOR PLAN EXISTING AND ADDITI❑N 10. ROOF FRAMING MAIN ST, 11. ROOF PLAN ❑STERVILLE 12. FLOOR PLAN MASTER SUITE , LOCUS 13. FLOOR PLAN GREAT ROOM 14. FLOOR , PLAN DINING ROOM 15. REAR ELEVATI❑N 16, SIDE ELEVATI❑N f 17, SECTI❑N 1 18, SECTI❑N 2 19, TYPICAL WALL AND INSULATI❑N ADDITION & RENOVATION FOR MR, & MRSI ROBERT BOYLE 99 TOWER HILL ROAD, OSTERVILLE, MASS; TITLE SHEET 9/25/06 SHT #1 FILE # L 2143 CENSUS TRACT # .127 CLIENT : Attorney Stephen M. -Needle DEED BOOK 3485 PAGE 3 OWNER ' 00 82 PAGE 93 OT APPLICANT; Robert J. & Doroth A. Bo le ASSESSORS PLAN PLOT M0 R T G A G E I N S P E C' T i 0 N P L A N of L A N D LOCATED AT 99 TOWER HILL ROAD OSTERVILLE, MASSACHUSETTS -SCALE : 1 = 40' SEPTEMBER 27, 1993 LOT G _ 1 GO S(o oR1( T/1\A It= D I III I hnnil ADDITION & RENOVATION FOR MR, & MRS, R_OBERT BOYLE 99 TOWER HILL ROAD, OSTER.VILLE, MASS, SCALE= 9/25/06 _t SHT, 4 • N Rom.,. .'I' . 1. -. s WORKSHOP PORCH 0 cy- pq o BATH KITCHEN D/R GARAGE N BEDROOM au o L (U ----------------- FP -L/R • a ` EXISTING FLOOR PLAN 16'-0' ---�I 42'-0' ADDITION & RENOVATION FOR MR, & MRS. ROBERT B❑YLE 99 TOWER HILL ROAD, OSTERVILLE, MASS, SCALE= 9/25/06 SHT. # 3 10 y 90'-2' LOT 6 C C POOL SHED C8 x 16) • in i N , 18' X.36' POOL 11'-7' M ADDITION c DECK B 25'-0'' B ADDITION .x EXISTING GARAGE 3 EXISTING HOUSE t GAS I WATER 0 FUTURE SEPTIC SYSTEM Co c� A � A ADDITION & RENOVATI❑N FOR MR, & MRS. ROBERT B❑YLE 99 TOWER HILL ROAD, OSTERVILLE, MASS, 100'-0' SCALE= »,r Ao 9/25/06 SHT, # 4 n, ' FUTURE NSTAR EXISTING I GAS SERVICE i GARAGE i EXISTING HOUSE25 4 , f r-- - - WATER - o H 31'-8" _ o 10 0 FUTURE SEPTIC.-.SYSTEM .� MIN, o CD 1001_0„ . . . TOWER HILL -ROAD V ADDITION & RENOVATION FOR MR. & MRS• ROBERT BOYLE 99 TOWER HILL ROAD, OSTERVILLE, MASS, ` 'SCALE= �� �. 9/25/06 SHT• # r- MATCH LINE „C„ P ` 52,_0,, 8'-0" 0 cn 18' X 36' POOL CD 12,_0„ 00 PROP. LINE o f - ADDITION " d- i PR❑P$ LINE DECK 25,_0,/ ADDITI❑N _. EXISTING , GARAGE j EXISTING MATCH LINE #13# ADDITION & RENOVATION FOR MR, & MRS, ROBERT BOYLE 99 TOWER HILL ROAD, OSTERVILLE, MASS, SCALE=3� 9/25/06 SHT• -# 90,_2„ _ LET 6 - . POOL SHED (8 x 16) MATCH LINE "C" - ADDITION & RENOVATION FOR MR. & MRS, ROBERT BOYLE 99 TOWER HILL ROAD, ❑STERVILLE, MASS, SCALE=-2 f 9/25/06 SHT. # 42'-0„ 16'_0„ NEW BASEMENT 5' x 5' ❑UTSIDE � r A 2 X 12 co 16 ❑,C, cu o o Li x o NEW BASEMENT N IsD° WALL a 3 x 7 .HIGH ' EXISTING - EXISTING GARAGE o SLAB ' 11 T EXISTING WALLS ��� I o N I 1 I EXISTING 2 x 12 - I S ING 16 ,O.C, w I I I EXISTING ---------------� CRAWL , SPACE . I I SECTION A—A ADDITION & RENOVATION FOR MR. & MRS. ROBERT BOYLE 99 TOWER HILL ROAD, OSTERVILLE, MASS, SCALE= 9/25/06 SHTr # AL C ' ARCM IN CATHERDAL ED.DVG e FLOOR PLAN EXISTING & ADDITION #9 SCALE= •1/8 MASTER B/R BD cu ri GREAT ROOM ; +— WALK IN CLOSET , tr {� OPEN i NEW DINING ROOM. i ABODORMERVEI � , i 1 1 co (\ i� EXISTING GARAGE i i cu L,C - 0 48'HIGN� �i cu --- ----- ---- ----------- r------------ ---------------- I EXISTING BEDROOM II IIEXISTING LIVING ROOM ILA ADDITION & RENOVATION FOR MR, & MRS. -ROBERT BOYLE y_ 99 TOWER HILL ROAD, ❑STERVILLE, . MASS. SCALE= g fps- 9/25/06 SHT; # q { . SHED DORMER 7'-0' LONG 2 4'-0' x 3'-0' SKYLIGHT CATHEDRAL DORMER (2 EACH) 2 2 2 2 2 2 2 2 V CD Ol W12 x 26# STL, BEAM co 2 X 10 RAFTERS CU i EXISTING NV 2 x 10 RAFTER 1/2 CDX PLYWOOD 1 EXISTING STRAPPING PLASTER ROOF PLAN ADDITION & RENOVATION FOR MR, & MRS, R❑BERT BOYLE 99 TOWER HILL ROAD, ❑STERVILLE, MASS, SCALE= �� r: 9/25/06 SHT, # SHED DORMER 7'-0' LONG V-0" x 3'-0'' SKYLIGHT DORMER Y NEW - - •I. w \I _ _ \ / \.. / . 5 `' e .+ ,q. < w -. �ode - _ . 00 oli EXISTING , p EXISTING = a ji J « ROOF PLAN _ ADDITION & REN❑VATION FOR MR, & MRS. ROBE_ RT BOYLE, 99 TOWER HILL ROAD, ❑STERVILLE, MASS, { SCALE= B Pa 9/25/06 SHT, 16'-0' all 8. 0" ' O1. ANDERSON FRENCHWOOD GLIDING, W/GRILLS FWG8068 SERIES 400 (R❑ 8'-0' x 6'-8') 0 2. ANDERSON ARCH WINDOW W/RENAISSANCE GRILLS I AFFW602 SERIES 400 (R❑ 2'-10 1/4" x 5'-11 3/4') w 3. ANDERSON W❑ODWRIGHT DOUBLE HUNG W/ GRILLS lO o W i i P° WDH2O32 ( R❑ 2'-2 1/8' x 3'-4 7/8') ca o I I ---- - 4. ANDERSON W❑❑DWRIGHT DOUBLE HUNG W/ GRILLS Li q I I v WDH210210 ( RO 2'-2 1/8' x 3'-4 7/8') ti - i i o 5. INTERIOR DOOR 2'-6' x 6'-8' LJ 3'P-6• 11'-6" c00u ------------ (cn `) WALK IN CLOSET O `o r O , [-JF= POCKET DOOR O48" HIGHc� EXISTING GARAGE FLOOR PLAN MASTER SUITE ADDITION & RENOVATION FOR MR. & MRS. ROBERT BOYLE ~ 99 TOWER HILL ROAD, OSTERVILLE, MASS, SCALE=t 9/25/06 SHT, # - 26'-6' O i GREAT R❑❑M i 2O 1, ANDERSON FRENCHW❑❑D GLIDING W/GRILLS FWG8080 SERIES 400 (R❑ 8'-0' x 8-01) 2. ANDERS❑N FRENCHW❑❑D GLIDING W/GRILLS CATHEDRAL FWG8068 SERIES 400 (R❑ 8'-0' x 6'-B') i DORMER ABOVE Lo i i I � o � 00 � N � W Q O f H m 36' HIGH BREAKFAST BAR Of z a COOK_ REF. 3' --- T❑P - ---- W/❑ ---------------- EXISTING LIVING ROOM FLOOR PLAN GREAT ROOM #13 SCALE 1/4 ADDITION & RENOVATION FOR MR. & MRS. R❑BERT B❑YLE 99 TOWER HILL ROAD, OSTERVILLE, MASS, SCALE=3 f1� 9/25/06 SHT. # I. r 1. ANDERSON FRENCHWOOD GLIDING W/GRILLS OFWG8068 SERIES 400 (RD 8'-0' x 6'-8') 1 2. ANDERSON ARCH WINDOW W/RENAISSANCE GRILLS cu 2 ABOVE DOOR AFFW802 SERIES 400 (RD 2'-1/8' x 7'-il 5/8') O 3, ANDERSON WOODWRIGHT DOUBLE HUNG W/ GRILLS WDH210310 ( RD 3'-1/8' x. 4'-4 1/8') 4, ANDERSON WOODWRIGHT DOUBLE HUNG W/ GRILLS c . WDH2O210 C RO 2'-2 1/8'-x 3'-7/8') '~ 5, INTERIOR DOOR 2'-6' x 6'-8' DINING ROOM• L3 0 Ln 6. (2) BIFOLD DOORS 2'-6' x 6"S' 7. BIFOLD DOORS,2'-6' x,6"8' 00 N O L/C �o W R1 O CD in 4 48'HIG 5 D L7 EXISTING BEDROOM z z w NEW DINING ROOM PLAN #14 X . w w ADDITION & RENOVATION FOR MR, & MRS. RO BERT B❑YLE 99 TOWER HILL ROAD, OSTERVILLE, MASS, SCALE 3��_ / ' 9/25/06 SHT, # 1 4 28,_3„ W CD LD / \ ry 00 NEW WALL TO RIDGE — COLLAR BEAM = - - - - - - - - - - - - - 48' ❑.C. TO BE I i i REMOVED o y I II I I EXIST WALL i o i i EXISTING CRAWL SPACE i NEW POSTS i AND F❑OTINGS i o AS REQD, CD co ., SECTI❑N 1 ADDITION & RENOVATION FOR MR, & MRS. ROBERT BOYLE 99 TOWER HILL ROAD, ❑STERVILLE, MASS, r SCALE= a/M 9/25/06 SHTI # l"7 \ 1 , 2 x 12 RIDGE (2) 2 x 6 COLLAR 48'° O.C. 4'-0" \ �� m m m m m .� NEW WALL TO RIDGE • EXIST WALL EXISTING CRAWL SPACE NEW POSTS AND FOOTINGS AS REQD, o 00 SECTION 2 TYPICAL WALL ADDITION & REN❑VATI❑N FOR MR, & MRS• R❑BERT B❑YLE 99 TOWER HILL ROAD, ❑STERVILLE, MASS, SCALE 9/25/06 SHT• # pp- ICE SNOW BARRIER MIN 24' HIGH CONTINUOUS RIDGE VENT 2X6 COLLAR BEAM ON 48' O.C. 2 ALL VALLEYS 6 BASE OF ROOF WRAP WITH TRIM 2 X 12 RIDGE TYPICAL ROOF CONSTRUCTION 30 YR FIBERGLASS SHINGLES ON 15M BUILDING FELT ON 1/2' CDX PLYWOOD 2X10 RAFTERS a 16' O.C. 1X8 FASCIA BDS. (R-30) FIBER GLASS BATT. WITH ALUM. GUTTERS KRAFT FACED INSULATION, PROP-A-VENT BAFFLE i _ 1X8 SOFFIT WITH CON'T VINYL SOFFIT VENT 2X6 STUDS 816' O.C. TYP. WALL CONSTRUCTION WHITE CEAR SHINGLES TYVEK HOUSEWRAP/ 1/2 CDX PLYWOOD F 5-1/2' R19 UNFACED FIBERGLASS BATT INSULATION 1/2' BLUE BOARD/ W/VEN. PLASTER (SMOOTH) I GROUND j FOUNDATION BITUMINOUS DAMPROFFING ON 8' CONCRETE FOUNDATION WALL ON 16' X 10' DEEP KEYED FOOTING 8,_0# 3-1/2' CONCRETE FILLED STL. COLUMN. 12' X 24' X 24' CONCRETE FOOTING DETAILS ADDITION & RENOVATION FOR MR, & MRS, ROBERT BOYLE 99 TOWER HILL ROAD, OSTERVILLE, MASS. SCALE= , )' 9/25/06 SHT, # - 1 ZONE: RC ; RP OD & WP OD MAP: 117 / 157 SOOM ROAD FLOOD ZONE.• NON—HAZARD C Panel No. 250001 0016 D (712192) PLAN REFERENCE: BOOK 106 PAGE 37 (F2) BENCHMARK DATUM: ASSUMED NOTES: 1. THE E 6SiTING HOUSE IS 2—BEDROOMS AND IS LOCATED IN A DEP ZONE A THEREFORE, ANY INCREASE IN BEDROOMS WILL REQUIRE BOARD OF HEALTH APPROVAL AND MAY REQUIRE AN ALTERNATIVE SYSTEM FOR NITROGEN REMOVAL. 69 2. SEPTIC SYSTEM DESIGNED FOR THREE (3) BEDROOMS ANY ADOIT70NS / RENOVATIONS SHALL NOT INCREASE 68 THE NUMBER OF BEDROOMS WITHOUT BOARD OF HEALTH APPROVAL. J. FINAL GF ADING SHALL MATCH EXISTING CONDITIONS ' LEACHING AREA SHALL BE SLOPED AT 2% TO PREVENT -� PONDING OVER LEACHING AREA. V ARROWS INDICATE DIRECTION OF LOT GRADING. 4. EXISTING SEPTIC TO BE PUMPED, REMOVED AND DISPOSED JQ� OF PURSUANT TO BOARD OF HEALTH REQUIREMENTS 5. OUTSIDE SHOWER TO BE PLUMBED TO THE SEPTIC SYSTEM. / o° S , / 6. ROOF DRAINS TO BE CONNECTED TO ADEQUA TEL Y SIZED2810"E v DRY WELLS. SHOWN AS — & (DESIGNED BY OTHERS) HOLL Y Q 7. IT IS RECOMMENDED THAT THE INSTALLER PERFORM A N : TREE (TO BE 9S• � 160. - W O RELOrA TED) 96 v SITE INSPECTION PRIOR TO CONSTRUCTION, AS THERE IS RELOCATION OF HOUSE PLUMBING REQUIRED. 2 13:?o HOLLY DRY 8. EX/STING PAVED DRIVEWAY AND WALK SHALL BE CHANGED TO >>p• EE o Rp OS WELL / 157 STONE, GRAVEL, SHELL OR OTHER APPROVED PERVIOUS SURFACE. Z Q . V Leo• �o q0 -60, D / GqR 3 \\� l tv S AGE 15,400 t sq.ft. / O CM 0 180-2 ?o• l 6 0. OW a iQ ail'` _?c ? `3�90• l WA TER �6 Q �o vi C� \ �/ GA TF HOLL Y HO 0. 0. p � � /K TREE (TO BE TP-3 TREE a q� -4 Ir RELOCATELO) cV LEACHING AREA 4 GFO , I ` ��4� ` l (2 BEDROOM) V^'ER .0 3, '�o• 3�' K J0.Q �/ POOL NOTES.• 5' STRIP OUT REQUIRED Q 0'6 s ,° 2s0 1. IF THE RESERVE AREA IS UTILIZED, TP-1 THEN INSTALL 40 MM IMPERVIOUS LINER N�337"10 oo Il DRY WELL ( lW BETWEEN RESERVE AREA AND POOL TO lY ^ i I / (UNSUITABLE PREVENT MIGRA 110N OF SEPTIC INTO POOL. �60- 17 + DEEP) S/ & SEPTIC DESIGN PLAN" 2. A REGIS77RED LANDSCAPE ARCHIIFCT SHALL BE l � � / RETAINED TO PREPARE A REPLANTING PLAN 6.3.S4, / WITH PROPOSED POOL WITH TINE POOL INSTALLATION. PLANTING SHALL FOR TL,W OF BAR'ISTABLE REQUIREMENTS, SECTION 3510b. / O J. A PROPERLY SIZED BACKWASH INFILTRATION SYSTEM ROBER T J. & DORO TH Y A. BO YLE FOR THE POOL IS REQUIRED. THIS SHALL BE A MINIMUM FIELD LAYOUT 156 99 TOWER HILL ROAD OF 25' .FROM THE LEACHING AND RESERVE AREAS. DESIGN AREA: 448 SF LEACHING AREA OS TER III L L E-, MASS. (3 BEDROOM) k 04 PLAN REVISIONS 2 BEDROOM HOUSE NO. DA TE DESCRIPTION BY PA/PR (STRIP-OUT DEPTH TO 9) ?' Scale: 1 "=20' Date: 112,910 / / 29 07 1 t 29 07 SEPTIC DESIGN SAM ; ( r' / / 2 212107 500 GAL. CHAMBER DESIGN SAM T� 2-500 GAL. CHAMBERS '� / #Tarwick Associates Inc. 63 County Road Box 80> 5 DRA WV B Y GSL DAIS: 12114106 GRAD � u� r ,'. North Falmouth Mass 02556 •..�C SCALE.I 20 0 - �0 20 •o �508) 6-63 7777 CHEMED 8)^ SHEET 1 OF 2 ' NOTE: ONE ACCESS PORT SHALL BE WITHIN 6" OF P.• \Land Projects 2004\80YLE\dwg\BOYLE.dwg FINISH GRADE. Ri, SET ,• Revised. 2/2/07 1 ine z0 rc ro - FIRST FLOOR ELEV. 61.8 5 DIA. OUTLET(S)NOTE: ONE AccEss PORT GENERAL NOTES -TOP OF FOUNDATION EL. 61:0t E 0 „ REMOVEABLE COVER SHALL BE WITHIN 6 OF _FINISH GRADE. f'INISH GRADE OVER DIST-BOX EL. 60.4 . FINISH GRADE AT FOUNDATION EL. 60.5 (58.67 MIN, 61.0 MAX.) SEWAGE DISPOSAL SYSTEM SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE �, 1) THIS REGULATIONS OF TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND THE REGULATIONS FINISH GRADE OVER TANK EL. 60.6 60.38 MIN. 62.63 MAX. OF THE LOCAL BOARD OF HEALTH. M 3-24 DIAM. ACCESS PORTS NOTIFIED: 9„MIN. 2) THE. LOCAL BOARD OF HEALTH AND THIS FIRM ARE TO BE NO TOP 59.63 A PRIOR TO BEGINNING CONSTRUCTION IN THE EXCAVATION FOR THE PURPOSE OF r.__ __ __ _ SOIL EXAMINATION TO INSURE CONTINUITY OF PERMEABLE MATERIAL. (B) PRIOR TO BACKFILUNG THE COMPLETED SYSTEM FOR THE PURPOSE OF M ------ 6 - - PROVIDE WATERTIGHT PERFORMING AN AS-BUILT INSPECTION. - JOINTS TYP. (C) PRIOR TO CONSTRUCTING THE SYSTEM IN A MANNER OTHER THAN SHOWN FLOW LINE 0 +, ( ) „' � 4 PVC � ON THIS DESIGN. 13 3-:1 - FROM ,SEPTIC TANK _ '\58.70 14 4" PVC OUT TO 58.05 LEACHING FACILITY 3 CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH 58.30 - APPROPRIATE AGENCIES. REPORT ANY DISCREPANCIES TO- THE 57.17 ... „ _ DIG SAFE AND OTHER 2" 6 _ DESIGN FIRM. - \57.00 PIPE DIST. 1,500 GALLON OPTIONAL„ 48 - - -----_ 17 CONCRETE SEPTIC TANK ZABEL OUTLET -- 4) ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED FILTER ' IN AREAS UNDER PAVEMENT, DRIVES, TRAVELLED WAY OR WITHIN 10' OF PAVEMENT, DRIVES OR EQUIVALENT (TANK TO MEET SPECI GAS FIAT ' OR TRAVELLED WAY, IN WHICH CASE. THEY SHALL WITHSTAND H-20 LOADING. C IONS OF 310 CMR 15.226) BAFFLE "WIGGxN„ DB-3 DISTRIBUTION BOX TO BE MADE WATER TIGHT BY 3 OUTLET DISTRIBUTION BOX MANUFACTURER 5) WHERE REQUIRED CONTRACTOR WILL REMOVE ALL LOAM, SUBSOIL AND OTHER OR APPRO�.�ED EQUAL _ UNSUITABLE MATERIAL IN THE AREA BENEATH AND FOR 5 FEET ON ALL SIDES ---------------------- ------- BOTTOM 53.63 „ OF THE LEACHING FACILITY. THE CONTRACTOR SHALL REPLACE ALL UNSUITABLE 10.63 --- � ) TO BI`. SET ON 6 OF CRUSHED STONE MmWeMATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE 10 MIN. REQUIRED) PLACED ON A COMPACTED LEVEL BASE HAVE AN INPLACE PERC RATE OF TWO MINUTES ( TO BE SET ON 6 OF CRUSHED STONE - MATERIAL.: REPLACEMENT MATERIAL TO PLACED ON A COMPACTED LEVEL- BASE FIRST 2 OF OUTLET PIPES TO BE OR LESS. A 5' STRIP OUT IS REQUIRED. LEVEL AS PER TITLE V. LAID LEVE 6) 4- SCHEDULE 40 PVC PIPE..WITH TIGHT ..JOINTS TO BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. SEPTIC TANK PROFILE DISTRIBUTION Box DETAIL N.T.S. N.T.S. 7) THIS. SYSTEM IS NOT DESIGNED FOR USE WITH A GARBAGE DISPOSAL TEST P IT DATA NOTE. INSTALL ONE ACCESS PORT NOTES*. FINISH GRADE OVER LEACHING AREA EL. 60.40 SHALL BE WITHIN h OF . 1. NO HEAVY EQUIPMENT OVER SYSTEM. INSPECTOR: DONALD DESMARAIS, BARNSTABLE BOH FINISH GRADE. E STANDARD (58.32 MIN.-.60.5.7 MAX.) VENT RECOMMENDED _2. SEPTIC .TANK & FLOW CHAMBERS TO B PRECAST REINFORCED CONCRETE UNITS. DATE: JANUARY 25, 2007 A BE INSTALLED IN 3.6 2,75 2.75 3. ALL SYSTEM COMPONENTS SHALL PERFORMED BY. SCOTT .MOLES „ ACCORDANCE TO REVISED TITLE V OF THE STATE MIN. 2 OF 1 8 1 2 WASHED PEASTONE MIN. MIN. EL. TOP = 60.7 / / ENVIRONMENTAL CODE, MINIMUM REQUIREMENTS FREE OF FINES AND IRONS MAN• FOR THE SUBSURFACE DISPOSAL OF SANITARY!SEWAGE. EL WATER EST. 43.5 t7'+ 57.57 ( ) .................. .......... ............ .....-- __�.. APPROVED ........... __ 4. ANY CHANGES TO THIS PLAN MUST BE AP 0 .......... ... ..... .... .... ....... - = N BY THE BOARD OF HEALTH. PERC RATE ASSUMED < 5 MPI IN SAND LAYER z COMPLETION OF CONSTRUCTION PRIOR TO . �. 5. AT THE COM LET _ � . ,� rt .. ,; 2 L . BACKFILLING THE BOARD Or HEALTH AI��. THIS FIRE TEST PIT '� . .,.� SHALL BE NOTIFIED FOR INSTALLATION INSPECTION. •• E 6. PITCH ALL SEWER LINES 1/4 PER FOOT. q A 56.65 UNLESS INDICATED OTHERWISE: LOAM LOAM 0 S ,PORTS.RTS. 0 E� � 7. INSTALLER TO PROVIDE TWO ACCESS 0 10YR 4 2 10YR 4 2 3 4" _ 1-1/2- � / / / 8. EXCAVATION CHECK DURING INSTALLATION. 9 S N M B B C7 DOUBLE WASHED STONE 9. INSTALLER TO EXCAVATE TO THE G2 SOIL LAYER, 105 OR SANDY LOAM SANDY LOAM 4 E� E DEEPER IF NECESSARY WITHIN THE LEACHING AREA. 10YR 4 6 10YR 4/6 �0 30" / 36 BOTTOM AT ELEV. 54.65 � 10. SAMPLE TAKEN ,FOR SIEVE ANALYSIS OF C2 SAND LAYER. RESULTS BY TIBBETTS ENGINEERING Cl cl p Q SIEVE ANALYSIS AM SANDY LOAM O _ INDICATE A SAND LOAMY SAND MATERIAL. SANDY. LO 10YR 6/4 10YR 6/4 GPD SF: „ " CLASS I SAND DESIGNED AT .74 / 105 ELEV. 48.5 „ 105 58 WIDE 11. INSTALLER TO CONTACT THIS FIRM AT TIME OF 5 MIN. C2 C2 25.0 12.0 EXCAVATION OF THE LEACHING AREA. SAND SAND .5Y 7 4 2.5 Y 7 4 2 / � 0 GAL. CHAMBERS) / 2-500 GAL. CHAMBERS _ (2 50 ) GROUND WATER NOTE 10 SEE NOTE 1D SEE SHEET.. FOR LAYOUT SEE SHEET FOR LAYOUT SEE # ) � # ) ES T. EL. 43.5 N MOTTLES N NO MOTTLES 0 ) (GROUNDWATER CHECK DURING ( ) ( `/ ` „ WATER) NO WATER INSTALLATION) END Y I �.'�N (NOW ) ( )�00 GAL. CHAMBER PROFILE SYSTEM �.A ) 156 156 FOR SIEVE ANALY. _� N. S. SHEET Z �F ' Z C2:. SAND LAYER _SAMPLED _ N.T.S. ( Pr DESI GN DATA.: _ SEWAGE DISPOSAL SYSTEM DESIGN_ 5' STRIP-OUT O YLE FIELD LA).. ROBER T J. & DORO TH Y A. B CAPACITY ` REQUIRED ,4.48 SF CAPACITY PROVIDED DESIGN AREA: 99 TOWER HILL ROAD . _ AREA _ 500 GAL LEACHING CHAMBERS ' LEACHING RVILLE MASS. .:RESIDENTIAL - 2 BEDROOM - 220 GPD. SYSTEM SIZE.. 2 ( L ) OSTE (,3 BEDROOM) 4 TOTAL 220 GPD MINIMUMBOTTOM AREA: o DESIGN: 330 GPD 2 BEDROOM HOUSE N LOCATED AT: DES SECTION. DIMENSIONS AREA (SF) r 9 9 TOWER HILL ROAD . STRIP-OUT DEPTH TO 9' CAPACITY PROVIDED (12 x25 ) 300 � � OSTERVI LLE, MASSAC H U S ETTS SIZE: 2 500 GAL. CHAMBERS BOTTOM AREA. 300 NOTE. ONE 'ACCESS PORT SYSTEM ( ) SHALL BE WITHIN 6„ OF N0. ' AREAS: SEE" LAYOUT :T' �'i., DATE SCALE DRAWN CHECKED JOB NO. DWG. BOTTOM, AREA. . 12 W x 25 L 300 SF SIDE FINISH GRADE. '� � �: BOYLE BOYLESHT2 SIDE AREA. 74 x 2 HEI GHT 148 SF SECTION: PERIMETER HEIGHT AREA (SF) - 1 29 07 N.7.S. SAM DESIGN AREA. 448 SF 74 2 148 ;_ T,��- ,A D, 14ssocZates Inc. .74 GA SF 148 ? :. fi' arw2c/G �G TOTAL DAILY FLOW. 448 SF x _)./ SUM OF SIDE AREA. REVISIONS � Pdia: C:C1 r TOTAL DAILY FLOW: 331.52 GAL DAY *� , ; NO. DATE DESCRIP710N' BY `� <" , /;,:. 68 Count Roams' Box 801 TANK .�---- �-�, � fi ��.��. .,.-, y SEPTIC TOTAL AREA: 300.00 + 148 = 448 SF 1 1129107 SEPTC DESIGN SAM North FalmoutI4 Alass 0,2576-6 = . DESIGN CAPACITY __,: ., 330 GALS X' 200� 660 GALS ES 44 F x .74 GAL SF = 331.52 GAL.' 2 212107 500 GAL. CHAMBER DESIGN SAM q .;e. - TOTAL DESIGN FLOW 8 S / (508� 563 7777 USE 1,500 GALLON SEPTIC TANK I