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HomeMy WebLinkAbout0110 ANNABLE POINT ROAD ANNABELLE POINT CIRCLE/CENT. A=210 - 43 i �t i No. 42101/3 ORA ti ESSELTE 10% E 0 0 0 0 � a� v 3, � � e u ,;-A{y« .�: ,y - ,j t r Ci i V l a ( � 1 � rl :] 7 3uu 'A 4 i� ` U �� {� i q II t .a Ij 0 o o Q�. 0 ,� o G 0 � � g a k t � cS7 � U 3._ __. � 4 � �� � Qi �® A4 r. f- �7 L t k A �R r_. U t� I Page 1 of 1 LOCATION 0 r,. -� �f. V''' SEWAGE liOot VILLAGE 0,luin ;: ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NQ..� ti6 �i-��° - ��S `I3a SEPTIC TANK CAPACITY 3 CC'�? ° GL�K U� 7 /ov LEACHING FACIL=:.(type) (size) NO.OF BEDROOMS —�— BUILDER OR OWNER PERMITDATE:_ `II(1 �!� �'— COMPLIANCE DATE:�3[o '2 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 1 C� C� !> ' I 00 v cA.Q� ' I et/propdata/prebuilt.aspx?mappar=210043&seq=1 5/5/2010 TOWN OF BARNSTABLE LOCATION /fib -� �� �- � SEWAGE # G-' VILLAGE ft SA 'S MAP & LOT 14/0— 3 INSTALLER'S NAME&PHONE NO. 8 C�.un CJ• c„ SEPTIC TANK CAPACITY 5oOO LEACHING FACILITY: (type) (size) —_ NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: ��/��a 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 3 Q O 30010 Commonwealth of Massachusetts ,p Title 5 Official Inspection Form Subsurface Sewage Disposal System Form. Notfor Voluntary Assessments 110 Annabelle Point Road Property Address Thomas McNamara - Owner Owner's Name information is Centerville Ma 02632 8/26/2020 required fore State Zip Code Date of Inspection page City/Town Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness,checklist at the end of the form. Important:when A. inspector Information 5 l# Mq&3 filling out forms on the computer, use only the tab Sean M. Jones key to move your Name of Inspector cursor-do not S.M.jones Title V Septic Inspection use the return Company Name key. 74 Beldan Lane r� Company Address Centerville Ma 02632 Cityrrown State Zip Code 774-248-4850 smjonestitle5@gmail.com, SI4522 sean@smjonestitle5.com License Number B. Certification l.certify.that: l am a DEP approved system inspector in full compliance with Section 15.340 of Title 5 (310 CMR 15.000); I 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 l have determined that the system; f 1. Passes 2. ❑ Conditionally Passes 3. ❑ Needs Further Evaluation by the Local Approving Authority 4. ❑ Fails 8/26/2020 3, Date ., Inspector's,Signature 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 ti. 10;000,gpd.or greater,the inspector and the system owner shall submit the report to the appropriate fi regional office of the DERThe original form should be sent to the system owner and copies sent to the buyer, if;applicable, and the approving authority, lease note:This repo only describes conditions at the time of inspection and under the P Y •' P conditions of use at that time.This'inspection does not address howthe system will perform. in the future under the same or different conditions of use. t5insp doc•rev,,7128@018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 18 S Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments 110 Annabelle Point Road Property Address Thomas McNamara Owner Owner's Name information is Centerville Ma 02632 8/26/2020 required for every - State Zip.Code bate of Inspection page. CitylTown C. Inspection Summary Inspection.Summary: Complete 1, 2, 3; or 5 and all of 4 and 6. 1) 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: The property located at is served by a 30.00 gallon tight tank_ Although the system.was found to be f inspection this report does not guarantee future in proper working condition at the time o performance under similar or.increased usage.: 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 exfiltration or tank failure is imminent. System will pass th'complying septic tank as approved'by the Board of inspection if the existing tank is replaced wi 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 0 N ❑ ND (Explain below): • Titte 5 Official inspection Form:Subsurface Sewage Disposal System•Page 2 of 18 t5insp:doc rev.7f28t2018 i Commonwealth of Massachusetts Title 5 Official Inspection Form ~ Subsurface Sewage Disposal System Form Notfor Voluntary Assessments . l 110 Annabelle Point Road - Property Address Thomas McNamara Owner Owner's Name information is Centerville Ma' 02632 8/26/2020 required for every State Zip Code Date of Inspection page. City/Town C. Inspection.Summary (cunt.) 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❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND(Explain below): 3 ❑ 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 El Y ❑ N ❑ ND(Explain below) a obstruction is rerrioved 0' 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: t5 nsp.doc•rev:7126YL018 - Tdle 5 official inspection Form:Subsurface Sewage Disposal System•Page 3 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Nof for Voluntary Assessments 110 Annabelle Point Road 1. Property Address Thomas McNamara Owner Owner's Name ; information is Centerville M2 02632' 8/26/2020 required for every State Zip Code Date of Inspection page. City/Town C. lnspection 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. El The system has a septic tank and SASkand 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 Ali 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 El ® Discharge or ponding of effluent to the.surface of the ground or surface waters due to an overloaded occlogged SAS or cesspool Title 5 offigial Inspection Forth:Subsurface Sewage Disposal System•Page:4 of 18 t5insp.doc.•rev.7I2612018 Commonwealth of Massachusetts ;. Title 5 Official Inspection Form 1 Y Subsurface Sewage Disposal System Form-Not:for Voluntary Assessments 110 Annabelle Point Road Property Address Thomas McNamara r - Owner Owner's Name information is Centerville Ma- 02632 8/26/2020 required for every City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) 4), System Failure Criteria Applicable to All Systems: (cant.) Yes No ❑ ❑ 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%.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. ❑ El tributary portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. El El ivy 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. El Any portion of a cesspool or privy is less than 1.00 feet but greater than 50 fleet . 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 otherfailure 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 El 10,000 gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as descrlbedin 310'CMR 15.303,therefore the system.falls. 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.A. Yes No El ❑ the system is within 400 feet of a surface drinking water supply 0 ❑ the system is within 20Q feet of a tributary to a surface drinking water supply the system.is located In a nitrogen sensitive area(Interim Wellhead Protection. 0. Area-IWPA) or mapped Zone 11 of a public water supply well y f5insp.doc•rev.J/26l2018 Trite 5 Official Inspection Fottn:Subsurface Sewage Disposal System Page 5 of 18 Commonwealth of.Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 110 Annabelle Point Road Property Address Thomas McNamara Owner Owner's Name information is Centerville Ma 02632 8/26/2020 required for every - state Zip Code Date of Inspection. page City/Town G. Inspection Summary (cont.) 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 maccordance 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? Z ❑ Was the site inspected for signs of break-out? ® ❑ Were all system components, excluding the SAS, located on site? Z ❑ Were the septic tank manholes uncovered, opened, and the interior of the tan.k 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 El El 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. Forexample, a plan at the:Board of Health. El ❑ 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)] _ Tille55 Official inspection Form:Subsurface Sewage,0isposal System•Page 6 of 18 t5insp:doc-n:v:Zi26120`18_ Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not;for Voluntary Assessments 110 Annabelle Point Road Property Address Thomas McNamara Owner Owner's Name information is required for every Centerville Ma 02632 8/26/2020 _ - page. Cityrrown State Zip Code Date of inspection D. System Information 1. Residential Flow Conditions .Number of bedrooms(design): Number of bedrooms(actual): 2 DESIGN flow.based on 310 CMR 15.2Q3<(for example: 11.0 gpd x#of bedrooms): Description: Number of current residents: I Does residence have a garbage grinder? ❑ Yes. Z 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 10 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: Sump pump? El Yes No. current Last.date of occupancy: Date t5insp.doc•rev;7126/2018. Titleis Official Inspection Form:Subsurface Sewage oisposatSystem•Page 7 of 18 P p cam,. Commonwealth o.f Massachusetts :j Title 5 Official Inspection ;Form Subsurface Sewage Disposal System Form=Notrfor Voluntary Assessments 110 Annabelle Point Road Property Address Thomas'McNamara Owner Owner's Name information is Centerville Ma 02632 8/26/2020 required for every State Zi Code Date of Inspection page. City/Town R D. System Information (cunt.) 2. Commercial/industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Canons per day(gpd) Basis of design flow(seats/persons/sq.ft.,_etc.)., Grease trap present? El Yes ❑ No Water treatment unit present? El Yes ❑ ,No If yes, discharges to: Industrial waste holding tank,present? ❑ Yes ❑ No 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, i 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: r ., Title,5 Official Inspection Forth:Subsurface Sewage.Disposal System•Page 8 of Is t5insp.doc rev_TI2812018 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments v 110 Annabelle Point Road Property Address Thomas McNamara — Owner Owner's Name information is Centerville Ma 02632 8/26/2020 required for every State Zip Code Date of Inspection page Cityrrown D. System Information (cunt,) 4. Type of System: Septic tank,distribution box soil absorption system ❑ Single cesspool i 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 /A system by system operator under contract z Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): Approximate age of all components, date installed(if known)and source of information: Tight tank installed 5/3/2002 per town records; y Were sewage odors detected when arriving at,the site? El Yes No 5. Building Sewer(locate on site plan): 3 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.): Joints in good condition, no leakage, vented through roof. i5lnsp doe•rev.712812018 - - Titter5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 18 .. i c Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments j 110 Annabelle Point Road — Property Address Thomas McNamara Owner Owner's Name information is Centerville. Ma 02632 8/26/2020 required for every State Zip Code Date of Inspection page. ` Cityfrown D. System Information (cont.) 6. Septic Tank(locate on site plan): Depth below grade: feet - Material of construction: ❑concrete ❑ metal ❑fiberglass El 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: Sludge.depth: Distance from top of sludge to bottom of outlet tee or baffle — Scum thickness Distance from top of scum to top of outlet teepr baffle Distance from bottom of scum to bottom of outlet tee or baffle How were.dimensions determined? Comments(on pumping recommendations, Inlet and-outlet tee orcbaffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc;.): t5insp.doc-rev_7128l2018 Tdle,5 Official inspection Form-Subsurface Sewage 0isposal System•Page;lo,of 18 Commonwealth of Massachusetts ` 1. Title 5 Official inspection Form Subsurface Sewage Disposal System Form Notfor voluntary Assessments 110 Annabelle Point Road -- Property Address Thomas McNamara Owner Owner's Name information is fi Centerville Ma; 02632 8/26/2020 required for every. Ci (town State Zip Code Date of Inspection page. ty D. System Information (cont.) 7. Grease Trap(locate on site plan): Depth below grade: feet Material of construction: concrete ❑.metal El 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.): 8. Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): 2 Depth below grade:. i. Material of construction; concrete ❑metal ❑fiberglass ❑ polyethylene ❑other(explain): H-20 6x1 U5,5 Dimensions: 3000 gallons Capacity: gallons 110 gpd Design Flow: gallons per day Ide 5 m l .official Inspection Form:Subsurface Sewage Disposal Syste +Page 11.of 18 15insp doc•rev:.71262018 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System.Form-Not.for Voluntary Assessments 110.Annabelle Point Road § Property Address Thomas McNamara Owner. Owner's Name . Information is Ma; 02632 8/26/2020 required'for every, Centerville page. - City/Town State Zip Code Date Of Inspection D. System Information (cone.) 8. Tight or Holding Tank(cont.) Alarm present: Yes El No 2000 galloons Alarm in working order; ® Yes [] No Alarm level: 8/21/2020 Date of last pumping: 4 Date Comments;(condition of alarm and float switches, etc..): 3000 gallon precast H-20 tight tank located in gravel driveway with steel ring and cover to grade. Tank was in good structural condition. Alarm is�located in closet inside house: Alarm functioned when triggered manually at time of insection; *Attach copy of current pumping contract(required). Is copy.attached? ❑ Yes No 9. Distribution.Box(if present must be opened)i(locate on site plan): Depth.of liquid level above outlet invert Comments(note if box is level and distributiomto outlets equal, any evidence of solids.carryover, any, evidence of leakage into or—opt of box, etc.): - ki 9 Title 5Official Inspection Form:Subsurface Sewage Disposal'System•Page 12 of 18 t5inspAoc•rev.7126f20.18; :; '.. i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Notfor Voluntary Assessments f 110 Annabelle Point Road _ Property Address ,3 Thomas McNamara Owner Owner's Name g information is ' Centerville Ma 02632 8/26/2020 required for every . .page. Cltyrrown State Zip Code. Date of Inspection D. System Information (cont.) ' 10. Pump Chamber(locate on site plan):, Pumps in working order: ❑ Yes El No* Alarms in:working order: ❑ Yes ❑ No" Comments (note condition of pump chamber, condition of pumps and.appurtenances, etc.). f, 1, 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: El teaching,galleries t number: leaching trenches number, length: leaching fields number, dimensions: El overflow cesspool ' number: innovative/alternative system Type/name of technology t$msp;doe•rev.7/2&/2016, - Title„S Official inspection Form:Subsurface Sewage Disposal system•Page 13 of 18 - c Commonwealth of Massachusetts ` Title 5 official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments Y 110 Annabelle Point Road U Property Address - a Thomas McNamara Owner Owner's Name information is Ma 02632 8/26/2020 Centerville required for every. State _Zip Code Date of Inspection page. City/Town D. System Information (cont.) 11. Soil Absorption System(SAS);(cont:) Comments(note condition of soil, signs of hydraulic failure, level ofponding, damp soil, condition of Vegetation, etc.): r k 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 0 Yes El Na Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.);; r TA66 Official Inspection Fonn:.Subsurface Sewage msposai system Page 14 of 18 t5insp.doc m rev.712MOI8 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not';for Voluntary Assessments 110 Annabelle Point Road Property Address Thomas McNamara Owner Owner's Name information is required for every Centerville Ma 02632 8/26/2020 . page. City/Town State Zip Code Date of Inspection D. System Information (cont,.) 13. Privy (locate.on site plan): f Materials of construction: ` i; Dimensions g S, Depth of solids Comments(note condition of soil, signs of'hydraulic failure, level of ponding, condition of vegetation, etc.): . g a t5inep-doo--rev.7282Q18 Title 5 Official Inspection Form:Subsurface,Sewage Disposal System•Page.15 of 18 Coimmonwealth of Massachusetts -- - ' Title 5 Official Inspection Form Subsurface Sewage Disposal System Form .Not for Voluntary Assessments 110 Annabelle Point Road Property Address Thomas McNamara Owner Owners Name information is Centerville: Ma 02632 8/26/2020 required for every , page CltyfTown State: Zip Code Date oflnspection D,,System.:Information (cont.) 14. Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system,'including flies 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 E] drawing attached.separately z: ;t Po J^ C $ . ik 3 3. t5in5p:doc•rev;7/2512018 Title 5 official Inspection Form:Subsurface Sewage Disposal System•Page 16 of.18, " Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Notf for Voluntary Assessments yy §, 1 110 Annabelle Point Road $` Property Address Thomas McNamara Owner Owner's Name information is required for every Centerville Ma 02632 8/26/2020 page. Citylrown State Zip Code Date of Inspection; D, System Information (cont.) 15 Site Exam: P ❑ Check Slope Y` ❑ Surface water t [] Check cellar i n Shallow wells Estimated depth.to high ground water: feet Please indicate all methods used to determinethe high.ground water elevation: 0 Obtained from,system design planes 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: 0 Checked with local excavators, installers-(attach documentation) Accessed USES database-explain: You must describe how.you established the high ground water elevation; Groundwater elevation was not established Before filing this Inspection Report,please see Report Completeness Checklist on next page. t5insp.doe•rev..7rwo19 Idle 5'Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of18 ,I Commonwealth of Massachusetts ' Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 11O Annabelle Point Road , Property Address Thomas McNamara Owner Owner's Name information is . . required.for every Centerville Ma 02632 8/26/2020 page, City/Town State Zip Code Date of;inspection E. Report,Completeness Checklist; Complete all applicable.sections of this form inclusive of: i= ® A.Inspector Information; Complete all fields<in this section. �i �- 8.Certification: Signed'& Dated and 1„ 2 3 or 4 checked C. Inspection Summary: 1, 2 3, or completed as appropriate ` 4(Failure Criteria)and 6(Checklist)completed ® D. System Information: is 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 i= o. s =:3 t5insp,doc•rev.726t2016 Title 5 Qfficial inspection Form:Subsurface Sewage Disposal System•Page lsof 18 Message Page 1 of 1 Malkus, Karen From: Malkus, Karen Sent: Friday, January 22, 2016 10:58 AM To: 'tom@texas.ie' Subject: Annable Point property Hi Tom, We have not received any pumping records for 110 Annable Point Road for 2015. 1 spoke with Bouse House directly, who,said they did not pump your property in 2015. Our last record is from 8/2014. In order to be in compliance with town and state regulations please send reports or an update promptly. Many thanks, Karen Karen Malkus Town of Barnstable Health Division Coastal Health Resource Coordinator karen.malkus(o)town.barnstable.ma.us phone: (508) 862-4641 1/22/2016 Malkus, Karen To: tom@texas.ie Subject: 110 Annable,Point Property Hi Tom, The Health Division has not received any information for 2015 regarding the pumping of your tight tank. To avoid any tickets or fines please update the Board of Health as soon as possible. If you have any questions please call 508-862-4644. Karen Malkus Town of Barnstable Health Division Coastal Health Resource Coordinator karen.malkus(o)town.barnstable.ma.us phone: (508) 862-4641 1 Postal CEP,(TIFIED MAIL,. RECEIPT m (Domestic Mail . Provided) � m For delivery information visit our website at www.usps.corno Iro I °'' p Postage $ ��0�0 f1J Certified Fee ' O Return Receipt Fee ` Postmark O (Endorsement Required) \�� Here Restricted Delivery Fee C3 (Endorsement Required) m M Total Postage&Fees $ M Sent To co -- ----- --------------------------. Sheet Apt.No.; � ,L. t'�D�'� ------------ O Co:+�tw o> ocPo Box No. city,State,ZIP+4-- y � S � do :�. IR Certified Mail Provides: • A mailing receipt It A unique identifier for your mailpiece • A record of delivery kept by the Postal Service for two years Important Reminders: ■ Certified Mail may ONLY be combined with First-Class Mail®or Priority Mail®. ■ Certified Mail is not available for any class of international mail. • NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. r For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a LISPS•postmark on your Certified Mail receipt is required. ■ For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". ■ If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT,Save this receipt and present it when making an inquiry. PS Form 3800,August 2006(Reverse)PSN 7530-02-000-9047 1HE Town of Barnstable Barn Regulatory Services Department jedcacftv sAMSTASM ,' `0� Public Health-Division �F0"A0�A 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO Thomas and Teresa McNamara 11/08/10 Courtwood House Charleville Road Tullamore Co Offaly Ireland According to our records, the tight tank owned by you located at 110 Annable Point Road, has not been monitored and/or pumped as required by the Board.of Health (11/13/07) and by the Massachusetts Department of Environmental Protection. Therefore, you are ordered to hire a licensed septage hauler to have the tank pumped on or before November 30, 2010. After that date, the tank shall be pumped when at 60 % capacity. The Health Division should be notified after each pumping and a yearly report should be submitted each fall stating when pumping was conducted. If the home is occupied year round, the tank is required to be pumped every three months. If your tank was already pumped sometime within the past three months, please submit a copy of the receipt for the pumping. The last record of the pumping of the tank is 8/l/07. Please submit a copy of the pumping record(s) to this Office at mailing address: Town of Barnstable Health Division, 200 Main Street, Hyannis, MA 02601. Failure to comply with an order of the Board of Health,may result in the issuance of $100.00 non-criminal ticket citations. Tickets may be issued daily until the violations are corrected. You may request a hearing before the Board of Health, if written petition requesting same is received by the Board within seven days of the date of your receipt of this letter. PER ORDER OF THE BOARD OF HEALTH Thomas McKean, R.S., CHO Agent of the Board of Health ( � � �✓�cam. �J ( `� �c� � r-1 �'' BY STREET 08-Nov-10 Hse# Street Village Prop Owner Date Hauler Source 164 Annable Point Road Barnstable Fisher 5/28/2005 Macomber Septic 398 Annable Point Road C Lax,Martin 7/21/2004 Macomber Septic 398 Annable Point Road c Lax 9/29/2008 Capewide Septic 0 Annable Point Road Centerville Ferguson 8/31/1999 Macomber Cesspool 0 Annable Point Road Centerville Wequaquet Lake Yacht 7/24/2008 Robinson Septic 0 Annable Point Road Centerville Wequaquet Lake Yacht 7/24/2008 Robinson Grease 21 Annable Point Road Centerville Ferguson 8/11/2000 Macomber Cesspool 110 Annable Point Road Centerville Hatch 8/3/1999 , A&B Canco Septic 110 Annable Point Road Centerville Hatch 8/31/1999 A&B Canco Septic 110 Annable Point Road Centerville Hatch 12/10/1999 A&B Canco Septic 110 Annable Point Road Centerville Hatch 5/27/2000 A&B Canco Septic 110 Annable Point Road Centerville Hatch 7/22/2000 A&B Canco Septic 110 Annable Point Road Centerville Hatch 9/22/2000 A&B Canco Septic 116 Annable Point Road Centerville Hatch 11/21/2000 A&B Canco Septic 110 Annable Point Road Centerville Hatch,Andrew 5/24/2001 A&B Canco Septic 110 Annable Point Road Centerville Hatch 8/7/2001 A&B Canco Septic 110 Annable Point Road Centerville Hatch 9/21/2001 A&B Canco Septic 110 Annable Point Road Centerville Hatch 7/11/2002 A&B Canco Septic 110 Annable Point Road Centerville Hatch 9/13/2002 A&B Canco Tight Tan 110 Annable Point Road Centerville Hatch 12/10/2002 A&B Canco Septic 110 Annable Point Road Centerville Hatch 2/10/2003 A&B Canco Tight Tan 110 Annable Point Road Centerville Hatch 5/20/2003 A&B Canco Septic 110 Annable Point Road Centerville Hatch 12/15/2003 A&B Canco tight tank 1 Hse# Street Village Prop Owner Date Hauler Source 110 Annable Point Road Centerville Hatch 4/13/2004 Ready Rooter Tight tan 110 Annable Point Road Centerville Hatch,Andrew 7/30/2004 A&B Canco Tight Tan 110 Annable Point Road Centerville Hatch 12/3/2004 A&B Canco Septic 110 Annable Point Road Centerville Andrew,Hatch 7/15/2006 A&B Canco Cesspool 110 Annable Point Road Centerville Hatch 7/17/2006 A&B Canco Septic 110 Annable Point Road Centerville Hatch 8/l/2007 ,, A&B Canco Tight Tan Health Master Detail Page 1 of 1 Health Master f Logged In As: TOWN\malkusk Health Master Detail Monday,October 25 2010 ! Application Center Parcel Lookup Selection Items i Parcel Septic Perc Well Fuel Tank Parcel: 210-043 Location: 110 ANNABLE POINT ROAD, CENTERVILLE Owner: MCNAMARA,THOMAS 3 &TERESA C TRS Business name: Business phone: Rental property: f Deed restricted: F Number of bedrooms Contaminant released: f Fuel storage tank permit: r Save Parcel Changes Return to Lookup Parcel Info Parcel ID: 210-043 Developer lot:PARCEL B Location: 110 ANNABLE POINT ROAD Primary frontage: 160 Secondary road: Secondary frontage: Village:CENTERVILLE Fire district:C-O-MM Sewer acct: Road index:0032 Asbuilt Septic Scan: 210043_1 Interactive map G Town zone of contribution:AP (Aquifer Protection Overlay District) State zone of contribution:OUT Owner Info Owner: MCNAMARA, THOMAS J &TERESA C TRS Co-Owner:COURTWOOD HOUSE Streetl:CHARLEVILLE ROAD, TULLAMORE Street2:CO OFFALY 123 City:IRELAND State: . Zip: . Country: Deed date:7/27/2009 Deed reference:23919/25 Land Info Acres: 0.46 Use: Single Fam MDL-01 Zoning:RD-1 Neighborhood: 0114 Topography:Level Road:Paved Utilities:Public Water,Gas,Septic Location:Lake/Pond Front,Excel View Construction Info Building No Year Built Gross Area Living Area Bedrooms Bathrooms 1 197 1964 1428 2 Bedrooms 2 Full + 1H f Buildings value:$128,800.00 Extra features: $3,100.00 Land value: $555,800.00 i i V l 14pp. 4' http://Issgl2/intranet/healthMaster/HealthMasterDetall.aspx?ID=210043 10/25/2010 Map Page 1 of 1 Town of Barnstable Geographic Information System New Search Home I Help Parcel Viewer Custom Map Abutters Map Size © ❑E] Zoom Out n fln U fl L B a EIn N, Full JPG Map: 210 Parcel: 043 Property Y W1001,11 � 6�fl u �] Location: 110 ANNABLE POINT ROAD Info 0gkid a / 8D Yp"ra f7 Owner: MCNAMARA,THOMAS I&TERESA C TRS - � b 0 X a r? Location Information 4 °spI- " Q Map&Parcel 210043 Location 110 ANNABLE POINT ROAD Acreage 0.46 acres 0�0 •U u ° a i s0 Current Owner II L o �o•'o °' p - Mailing Address MCNAMARA,THOMAS J&TERESA C ,� ❑o, b+—.�' p p,�v..�^^r'�;•>"\ TRS W E COURTWOOD HOUSE k�o•-'.pG CHARLEVILLE ROAD,TULLAMORE /" s, J CO OFFALY 123 1� G fl 013° 0 9 �o �s�,-.°--a_ 'P ° 'i o' O p IRELAND,.. asa �, Appraised Value(FY 2010) Extra Features $3,100 G,e ttW^�+q o, .r�'t e,+p. �1, t 4 _t? r/ !!! ❑ U q rl(r Out Buildings $0 Land $555,800 Buildings $128,800 �� fl�fA� O •� " 9 U o �o R c C�'<p ° 6q��o� Total Appraised $687,700 a � Asse P 52 ssed Value(FY 2010) a�� i°��� "'1=�t�p �'?z� ao. �° Q � fl °a �'`�o u• `^`�<.4.h�s�i �;,' �v°_� ,n�r`�. .ta 0 Q` Extra Features $3,100 out Buildings $0 Set Scale 1° = 852 I Aerial Photos '. I MAP DISCLAIMER Land $555,800 Copyright 2005-2010 Town of Barnstable,MA All rights reserved.Send questions or comments to GIS BarnstableMA v1..2.3867[Production] http://66.203.95.236/arcims/appgeoapp/map.aspx?properryID=210043 10/25/2010 _Master Detail Page 1 of 1 � He�dth Master l Logged In As: TOWN\health Health Master Detail Monday, IL Application Center Parcel Lookup Parcel Septic Perc Well Fuel Tank Parcel: 210-043 Location: 110 ANNABLE POINT ROAD, CENTERVILLE Owner: MCNAMARA, THOMAS 3 &TE 3 Septic 1, 04/11/2002 New Septic... Permit number: 2002150 Permit type: Select type Com Issue date : .04/11/2002 ; Complete date : ,05/03/2002 Septic tank size: __ I Type/Size of SAS: 13000 Gallon Tight tank 3 Installer: Select in - I/A service type:I Select service i Innovative/Alternative Technology type: Select IA type Variance date : Abandon complete date : Abandon pe Repair deadline date : Repair notification date : 4 Comments: ID'EP LETTER ON FILE. ' s Deli Inspection 10/18/2007 Inspection 05/03/2002 Inspection 09/01/1998 New Inspec Number Date Inspector 4658 10/18/2007 Williams, Troy i14 Comments:'` v Delete Inspe( Save Septic Changes Return to Lookup - Ors 1 n P� http://issgl2/intranet/healthMaster/HealthMasterDetail.aspx?ID=210043 6/7/2010 FROM : DOUSE HOUSE ENT/DOUSFIELD SAN PHONE NO. 508 888. 2010 Nov. 11 2010 11:23AM P1 -i 3 ROUSE I•IOUSE ENTERPRISES, INC. I1'YlVolce d1b/a Bousficld Sanitary P.O.BOX 492 Number: 18368 FORESTDALE,MA 02644.0492 Date: 25-Jul-2008 (508)888-2010 P,O, Number: Job Description: (508)888.9365 Order Num 23209 Serviced 24-Jul-2008 BILL TO JOB SITE TOM MC NAMARA TIGHT TANK CHARLEVILLE ROAD 110 ANNABEL POINT ROAD TULLAMORE OFFALY CENTERVILLE, MA IRELAND, Quantity ServiceType Amount x2 Men Tax Extension 3000 PUMPING SERVICE $0.20 No No $585,00 • •.. .+.... 21N Taxable Amount Tax,Rate _ Tax Description Subtotal NonTaxed: $585.00 $0.Q0 _. >_ --'a:, - Subtotal Taxable: $0.00 Subtotal Tax: $'0.00 Payment Terms:NET 10 DAYS Less Payment: ($585.00) Please pay: $0.00 eNMwMMYNMNIwMIwb.wM4YwwNMww""www.M"w"www.wwnwwwwlWNY"MMMhww.wMwwwwnw.wewMIMMMMMNIwwMNwMw.NwhYwwwwwMwwwMw"mIw1YYMIMYMM111M.wYiMMgYWM.Iw.w.MWINNMNININWNNN/WIMMNINMNY1Mb11Y11WMMMMIWYIMMX/INWINNWIMIMI.WXM"Mw.r From: Please detach are and return the bottom portion with your payment. TOM MC NAMARA CHARLEVILLE ROAD TULLAMORF-OFFA►Y Order No, Invoice No. Date Amount Due IRELAND, 23269 18368 25-,Jul-2008 $0.00 To: H r B.OUS&HOUSE ENTERPRISES, INC. _ . Wb/a BousfieldkSa.nitary P.O. BOX 492 _ FORESTDALE, MA 02644-0492 v with compliments Pe-: 1 ko [AfA 12 ?�t k T E*AS department store Finn � �uu' 1�� dl�� �� ��� 2�► apk-k (� HEAD OFFICE: �p -i " --- --- - --- Offaly Street i Tullamore -� N LccC Co. Offaly f Ireland -Inc . Telephone: 057-9341524 Facsimile: 057-9322507 E-mail: info@texas.ie i FROM : BOUSE HOUSE ENT/BOUSFIELD SAN PHONE NO. 508 888 2010 Nov. 11 2010 11:23AM P2 BOUSE HOUSE ENTERPRISES, INC. Invoice d/b/a Bousfield Sanitary P.O.BOX 492 Number: 18491 FORF.STDALF.,MA 02644-0492 Date: 25-Aug-2008 (508)888-201() P.O. Number: Job Description: (508)888-9365 Order Num 23410 Serviced 23-Aug-2008 BILL TO JOB SITE TOM MC NAMARA TIGHT TANK CHARL.EVILLE ROAD 110 ANNABEL POINT ROAD TULLAMORE OFFALY CENTERVILLE, MA IRELAND, Quantity ServiaeType Amount x2 Men Tax Extension 3580 PUMPING SERVICE $0,20 No No $698.10 Taxable Amount Tax Rate Tax Description Subtotal NonTaxed: $69&10 $0.00 Subtotal Taxable: $0.00 Subtotal Tax: $0.00 Payment Terms:NET 10 DAYS Less Payment: ($698.10) Please Pay- $0.00 From; Please detach here and return the bottom portion with your payment. TOM MC NAMARA CHARLE:VILLE ROADTULLAMORE OFFALY Order No, Invoice No, Date Amount Due IRELAND, 23410 18491 25-Aug-2008 $0.00 To: BOUSE HOUSE ENTERPRISES, INC, d/b/a Bousfield Sanitary P.O, BOX 492 fO1RESTDALE, MA 02644-0492 FROM : BOUSE HOUSE ENT/BOUSFIELD SAN PHONE NO. 508 888 2010 Nov. 11 2010 11:24AM P1 ROUSE HO[JSE ENTERPRISES, INC. Invoice d/b/a Bousfield Sanitary Number: 19479 p.p.BOX 492 date: 27-Jul-2009 FORESI"I)ALE,MA 02644-0492 (508)888-2010 P.O. Number: Jab Description: (508)888-9365 Order Num 24568 Serviced 24-Jul-2009 BILL TO JOB SITE TOM MC NAMARA TIGHT TANK CHARLEVILLE ROAD 110 ANNABEL POINT ROAD TULLAMORE OFFALY CENTERVILLE, MA IRELAND, Quantity ServiceType Amount x2 Men Tax Extension 3000 PL)MPING SERVICE $0.18 No No $540,00 'Taxable Amount Tax Rate Tax Description Subtotal NonTaxed: $540.00 $0.00 Subtotal"taxable: $0.00 Subtotal Tax: $0.00 Payment Terms: NET 10 DAYS Less Payment: ($540.00) Please Pay: $0.00 IMIMM.MMIIMMM.MI.IIIIWrmx--M-mM.w.ww+WMIWn11111111MnMM111MrNN111MMlMIMIIIIIIIIM*Wn1 W�m1111u1111111NPMUMwwnM11Mn11111MW�P11111�,MM1111Mnf�WYYMMIMIMIMn1FW�W WIi1�MIMMIIMMIM W11�1111MIIIIw.M11/MMMWr. E510m Please detach here and return the bottom portion with your payment. TOM MC NAMARA CHARLEVILLE ROAD Order No. Invoice No. Date Amount Due TULLAMORE OFFALY 24568 19479 27-Jul-2009 $0.00 IRELAND, To: BOUSE HOUSE ENTERPRISES, INC. d/b/a Bousf eld Sanitary P.O. BOX 492 1`DALE MA 0264 - 2 FROM : BOUSE HOUSE ENT/BOUSFIELD SAN PHONE NO. 508 888 2010 Nov. 11 2010 11:25AM P2 13OUSE HOUSE ENTERPRISES, INC. Invoice d/b/a Boust"icld Sanitary Number. 20562 I'.0.BOX 49Z FORESTDAL£,MA 02644-0492 Date: 02-Jul-2010 ('508)888-2010 P.O. Number: Jab Description: (508)888-9365 Order Num 25787 Serviced 01-Jul-2010 BILL TO JOB SITE TOM MC NAMARA TIGHT TANK CHARLEVILLE ROAD 110 ANNABEL POINT ROAD TULLAMORE OFFALY CENTERVILLE, MA IRELAND, Quantity ServiceType Amount x2 Men Tax Extension 3315 PUMPING SERVICE $0.18 No No $596.70 Taxable Amount Tax Rate Tax Description Subtotal NonTaxed: $596.70 $0,00 Subtotal Taxable: $0,00 Subtotal Tax; $0.00 Payment Terms:NET 10 DAYS Less Payment: ($596,70) Please Pay: $0,00 nwwwnwnwwwnwnxwxnw�rwnnwwnnnr wwm xxwwwnnnwwnnn��waxnr�xwwwnnxwnrmm�nnnnnx.mwwnxnwxrwxwnnmxwnnwmnnn�nnnnmx.xwnruwxw.rwr From: Please detach here and return the bottom portion with your payment. TOM MC NAMARA CHARLEVILLE ROAD Order No. Invoice No. Date Amount Due TULLAMORE OFFALY IRELAND, 25787 20562 02-Jul-2010 $0.00 To: BOUSE HOUSE ENTERPRISES, INC. d/b/a Bousfieid Sanitary P,O, BOX 492 FORESTDALE, MA 02644-0492 FROM : BO1,1SE HOUSE ENT/BOUSFIELD SAN PHONE NO. 508 888 2010 Nov. 11 2010 11:25AM P3 F ROUSE HOUSE ENTERPRISES, INC. Invoice d/b/a Bousfield Sanitary Number: 20710 11-0. 13OX 492 1,'()Rf?,STDA1 V,.MA 02644-0492 Date: 06-Aug-2010 (508)888-2010 P.Q. Number: Job Description: (508)888-9365 Order Num 25924 Serviced 05-Aug-2010 'BILL TO JOB SITE TOM MC NAMARA TIGHT TANK CHARLFVILLE ROAD 110 ANNABEL POINT ROAD TULLAMORE OFFALY CENTERVILLE, MA IRELAND, Quantity ServiceType Amount x2 Men Tax Extension 3055 PUMPING SERVICE $0.18 No No $551,88 Taxable Amount Tax Rate Tax Description Subtotal NonTaxed: $551,88 $0.00 Subtotal Taxable: $0.00 Subtotal Tax: $0,00 Payment Terms:NET 10 DAYS Less Payment: ($551.88) Please Pay: $0.00 From: Please detach h®r®and return the bottom portion with your payment. TOM MC NAMARA CHARLEVILLE ROAD Order No. Invoice No. Date Amount Due TULLAMORE OFFALY IRELAND, 26924 20710 06-Aug-2010 $0.00 To: HOUSE HOUSE ENTERPRISES, INC, d/b/a Bousf eld Sanitary P.O. BOX 492 FOR.ESTDAL E, MA 02644-0492 ��... '.:..,., �.. ::.K.. '� bb Pb.�ah'i i•`i76 s"F FF n�iM r F'F W`9 } - _ - � �. ���; /S A to. postTione See posm,neel1RE 3 Dept..) Sp'. � ,�•.'" �� � tlai 3.3��.3.)3:�3'�`I13b77-1.I I3'1'III'i73(i 3:33 i1•��'r T�t7�'J3)3�.)►31 U S' , °FIHEr°w ea Town of Barnstable Barnstable Board of Health � I ae-amefta cmr t 1 uaRvs-17ABLe, � Ass. 01 200 Main Street,Hyannis MA 02601 cb\039. 9 ArFb MA'S A m 2007 Office: 508-86.2-4644 Wayne Miller,M.D. FAx: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi November 28, 2007 John E. Norton, Esq. McManus,Norton & MacNamee, P.C. 724 Main Street Hyannis, MA 02�6�01 Re: 110 Point Road Dear Mr. Norton, Your are granted permission, on behalf of your client Andrew Hatch, to install a holding tank at 110 Annabelle Point Road Centerville. The permission is granted with the following conditions: 1. The holding tank shall serve as a temporary solution to the failing system now serving the premises. 2. The tank shall be equipped with an alarm system, which shall be connected into an alarm company. The alarm company personnel shall be made aware of the need to contact a septage pumper/hauler when the tight tank alarm is sounded. 3. The variance is in effect until sewer becomes available and the variance is specific to the property,and not to the owner only. 4. The owner will inform the Board of Health each time the system is pumped . and the owner will submit an annual report in the Fall, by November 30, of each year stating when the pumping was conducted. Permission is granted because the tight tank is temporary; town sewer is anticipated in this area in approximately five years. The town council has recently approved funding for designing the sewer lines in this area. The applicant has agreed to connect the dwel ing into town sewer as soon as it becomes available. Sin r ly you yne filler Chaff n Cc: Benjamin Losordo, Attorney Q:\WPFILES\NORTON 110 Annabelle Point Rd.DOC 0 Wk LAW OFFICE Or BENJAMIN J. LOSORDO 78 Route 6a P.O. Box 1637 Benjamin J. Losordo, Esq. Sandwich, MA 02563 Mary McCoy Gaffney, Esq. Phone (508) 888-6067 Fax (508) 833-2307 benlosordo@aol.com C� c' A40 t 4-p �e ,y i ai SENDER: I also wish to receive the v ■Complete items 1 and/or 2 for additional services. following services(for an w ■Complete items 3,4a,and 4b. 4) ■Print your name and address on the reverse of this form so that we can return this extra fee): U) card to you. ■Attach this form to the front of the mailpiece,or on the back if space does not 1.❑ Addressee's Address •2 m permit. 2.El Restricted Delivery m � ■Write"Return Receipt Requested"on the mailpiece below the article number. ry N r ■The Return Receipt will show to whom the article was delivered and the date ., delivered. Consult postmaster for fee. o 0 3.Article Addressed to: 4a.Article CrX ¢ d a 4b.Service Type o �.do ob Ke s t e p El Registered Certified ¢ cn 50 .West 96th Street ress Mail ❑ InsuredCn = N410 York, NY 10 01 eQir. eceipt for Merchandise El COD c 7. Dat 6f��elivery o .E 0 5. Received By:'(Print Name) 0 8.?Ad6r, s e's Address(Only if requested�� spaid) w 6.Sig r A.ddre ee or nt f— O /\ I f I December 994 -0229 Domestic Return Receipt i First-Cla 4Q it UNITED STATES POSTAL SERVICE �G, Mq O, s f • Print your nam &dress, d ZIP Codee+ Fs BENNETT & O'R'BILLY, INC. 1573 Main Street i P.O. Box 1667 Brewster, MA 02631 ai SENDER: I also wish to receive the ;o ■Complete items 1 and/or 2 for additional services. fOIIOWIng services(for an H ■Complete items 3,4a,and 4b: H r Print your name and address on the reverse of this form so that we can return this extra fee): card to you. a; > ■Attach this form to the front of the mailpiece,or on the back if space does not 1.❑ Addressee's Address •2 Wri e t■ "Return Receipt Requested"on the mailpiece below the article number. 2•❑ Restricted Delivery 4) t ■The Return Receipt will show to whom the article was delivered and the date postmaster ostmaster for fee... delivered. a 0 3.Article Addressed to: 4a.Article Nu er m CL 4b.Service Type Raymond J .. Kennedy ❑ Registered Certified (n 95_. Annabelle Point Road ❑ Express Mail 00Insured Cn rn� w Centerville , MA 0 2632 ❑ Return Receipt for Merchandise ❑ COD 3 7.Date of Delivery 0 a 5.R me) 8.Addressee's Address(Only if requesl�d fe and e is ) 11 J -1.Si r�: f!. r rAgent) �111�7 wou T J ii(t[i t if �' Ps For mbar 1ss4 i~ B-0229 Domestic Rbt-urn Receipt UNITED STATES POSTAL SERVICE vR GK '�!t•!THER� T:007i'_'ILL--F' L' FI 1`' > i !` 1q. '�St } E ��P �d F• M T AM Per"itLNo;'P C • Print your n, me,,- res , and ZIPI code in this box • NA H BENNETT & O'REILLY, INC. 1573 Main Street P.O. Box 1667 Brewster, MA 02631 -Hill ll 111111111 a 11111111111111 I r J ri-H1 f m SENDER: I also wish to receive the 0 ■Complete items 1 and/or 2 for additional services. following services(for an W ■Complete items 3,4a,and 4b. at m Print your name and address on the reverse of this form so that we can return this extra fee): n card to you. > ■Attach this form to the front of the mailpiece,or on the back if space does not 1.❑ Addressee's Address ` permit. 2.El Delivery m O ■Write"Return Receipt Requested"on the mailpiece below the article number. rY Cl) r ■The Return Receipt will show to whom the article was delivered and the date .. delivered. Consult postmaster for fee. o 0 3.Article-Addressed to: 4a.Artic flu be l(LCr m � & 4b.Service Type c Opeechee Heights Assoc . , �iegistered Certified McD 0n c/.o' Tom Nutile , Treasurer ❑ Express Mail Insured c w P: 0. Box 23 ❑ Return Receipt for Merchandise ❑ COD 3 o° Cen-terville , MA 02632 7. Date ofDelivery w 0 ,c 5.Received By: (Print Name) 8.Addressee's Address(Only if requested Y ` and fee is paid) W L ¢ 6.Sig dd see r If t i• i i {{f ' O X �1, �1t 1 t i 111 T y i PS Form 3811,December 19 `&D595-98-B-0229 Domestic Return Receipt I UNITED STATES POSTAL SE(LAJI M ss Mail I, p &Fee � s Paid � Perrx,it No.U-10 •Print y %n9me°add ess, and ZIP Code in this box • I BENNETT & OIREILLY, INC. 1573 Main Street P.O. Box 1667 Brewster, MA 02631„ RENDER: I also wish to receive the ■Complete items 1 and/or 2 for additional services. following services(for an rn ■Complete items 3,4a,and 4b. at m Print your name and address on the reverse of this form so that we can return this extra fee): card to you. 4; ■Attach this form to the front of the mailpiece,or on the back if space does not 1.El Addressee's Address •2 ` perm cted Delivery it. 2.❑ Restri m ■Write"Return Receipt Requested"on the mailpiece below the article number. ry N r ■The Return Receipt will show to whom the article was delivered and the date Consult postmaster for fee. a delivered. 0 3.Article Addressed to: 4a.Articl®u er d � I c a 4b.Service Type 3 E Leonid Simanovsky El e Registered )V Certified u Maya Simanovsky N ❑ Express Mail ❑ Insured 77 Willow Run Drive y w ❑ Return Receipt for Merchandise ❑ COD 3 Centerville , MA 02632'' 0 7.Date elivery, o 2 - � U ¢ 5.Received By: (Print Name) 0" 8.Addressee's Address(Only if requested Y F and fee M 6.Signatur (Address or Agent) .0 X > if Form 94 3811;becem6er1l .S ` B-0229 Domestic Return Receipt t i�S t � .. o mod`, M UNITED STATES POSTAL SERVICE First-Class MailPostage&Fees Paid I USPS Permit No.G-10 ` •Print your name, address, and ZIP Code in this box • I I BENNETT & O'REILLY, INC. d 1573 Main Street I . P.O. Box 1667 N :Brewster,MA 02631 ^007 10:41AM Mcmanus Nor?on & Macriamee P. C, No. 'G14 P. 2 McManus, Norton & MacNamee ,PC Attorneys at Law 724 Main Street, Hyannis, Massachusetts, 02601 www.CapeAttoniey.com Keith A. McManus,Esq. Douglas All. Cahn;1, Esq, John E.Norton,Esq. Christopher J, C'oilins,Esq. Robert T.MacNamee,Esq. Office: (508) 778-8855 Fax: (508) ir?8-8866 August 28, 2007 Wayne Miller,MD, Chairman Town of Barnstable Board of Health 200 Main Street Hyannis MA 02601 RE: 110 Annabelle Point Road, Centerville Dear Dr. Miller: Please be advised that I represent Andrew Hatch, owner of the above-referenced property on Lake Wequaqet. In lieu of a Title V septic system, the property i:s served by a "tight tank" system, which is regularly pumped, for which Mr. Hatch rii --eived a variance from the Board in 2001, as the Town plans eventually to hook the nei g:+:iborhood up to the water and sewer system. We have recently learned that the variance: ,-xpired in July of 2006. The purpose of this letter is to request an extension of the variance. Th tight tank system is in working order and has been properly maintained by my client; ,rind we are not aware that it poses any risk to the public or the environment. Moreover; t_lue to the size and shape of my client's lot, it appears there is no practical way to install a Title V system, unless the neighboring lot owner at 122 Annabelle Point Road joins :in a shared system, which they have not been inclined to do. Please feel free to contact me if you require any further information or.assistance in connection with this matter. Very ttl 'ours, J E.Norton cc: Andrew Hatch c. 3. 2001 10:41AM Mcmanus Norton & Macnamee P.C. No. "'C :4 P. 3 i• ' Complate items 1,2,and 3_Aleo complete • item d if Fiestrictad 0slivery is SOcoplete A. SI ' tune desired ® Print your name and add ress on the so that we can return the Gerd to you reverse �C c� Agent Attach thds card to the back of the mai(pleee, Or on the front if a H rued by(Printed Name resaea �„ Pace permits. C. Date o Delivery rtrcie Add 'K D_ Is dellyaPY add1�4" ress dlfferent from Ite y4e . ? 17-• If YES,enter delrve ad m 11 Yea J---� _ /K� rY dress below, No "Ice Type r q Certlfi ed Mall Express Mail ❑Registered ®Return Recei ptfo ElInsud re ►Merchendl Mali �C.O.D. se s' Article Number a• Restricted Dellvery?(F.Nb&Fee) (ftnsfor from s®Mce label 70 O ❑Yes PS Form 3611, Februa 1 O$ 0 0003 ►Y2004 DomieaticReturn Receipt 533. 3900 1025e5-02-fut-ls40 I F r i ' I r , l l 1 I I f 1 1 3. i j C. 3, 2007 10: 41NM Mcmanus Norton & Macnamee P.C. No. " C ' 4 P. 1 McManus, Norton & MacNamee PC Attorneys at Law 724 Main Street, Hyannis,Massachusetts, 02601 www.CapeAttomey.com Keith A.McManus,Esq. Douglos.h."' Cc.`,ral,Esq. John E.Norton,Esq. Christopher) Collins, ,Esq. Robert T MaeNamee,.Esq. Office: (508) 778-8855 Fax: (508) 7 i8-8866 FAX COVER SHEET DATE: 12/3/07 FROM- John E. Norton TO: 'Tom McKean RE: 110 Annabelle Point Road, Centerville NO. OF PAGES TO FOLLOW: 2 MESSAGE: Tom: Attached find a copy of my request letter for the variance on the above--ri:fereened property. Give me a call if you need anything else. John N. The documents accompanying this telecopy transmission contain informatics from the Law Office of McManus, Norton & MacNamee which is considered confidential and privileged. If you are not the intended recipient, be aware that any disclosure, copying or use of the contents of this fax is prohibited. 508 790 6304 i I ANDREW W. HATCH 1124 FAXON DILL ROAD WASHINGTON N.H. 03280 November 13, 2007 Town of Barnstable Board of Health 200 Main Street Hyannis MA 02601 RE: 110 Annabelle Point Road, Centerville Dear Sirs: This letter is written in regards to my occupancy and usage of the above- referenced property. Please be advised that I have not resided full time at Annabelle Point Road for approximately two and one half years, when I moved to New Hampshire. At present, it is occupied primarily in the summer months for approximately 5 or 6 weeks by me, my family and friends, with an occasional rental. I do not anticipate this pattern changing in the foreseeable future. V er y�Oaar.� Andrew W. Hatch I. waveht �:. Canco/David J.Burnie/Cape Rooter. �,,u c.fal` + 350 Main Street-Route 28 v W.Yarmouth,MA 02673 TEL: 1-800-593-6449 FAX: (508)778-962807 "One Call Solves It All" For All Your Drain, Sewer, Grease&Septic Needs November 7,2007 Andrew Hatch 110 Annabelle Point Rd. Centerville MA,02632 Re: Septic Pumping Schedule Andrew, bluewater/canco is pleased to submit our recommendat°ons for a maintenance schedule for the existing tight tank at your home at 110 Point Road. Based upon past pumping records it is our recommendation that the tight tank be pumped every two (2).months or sooner if needed if the house is occupied year round by a family however if the usage is going to stay the same as it has for the time you have owned the house then the tank will need to be pumped approximately.every three months or as needed. The alarm float is set so if it does go off the house can still be used for a minimum of 24 hrs before it would cause a back up into the house. Sincerely Michael A. Burnie Field Supervisor bluewater/canco �IuW 6 i TROY WILLIAMS SEPTIC INSPECTIONS Certified by MA Department of Environmental Protection (508) 385-1300 19 Hummel Drive South Dennis, MA 02660 COMMONWEALTH OF MASSACHUSETI'S EXECUTIVE, OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION y ` TITLE S OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Propert.N Address: 110AnnablePointRoad Centerville Owner's Name: Andrew Hatch Owner's Address: 1124 Faxon Hill Washington,NH 03280 Date of Inspection: October 18,2007 Uct.3 t .1001 Name of Inspector: TroyM.Williams Company Name: Troy Williams Septic Inspections Mailing Address: 19 Hummel Drive South Dennis,MA 02660 Telephone Number: (508)385-1300 CERTIFICATION S'TATENIENT 1 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. 1 am a DEP approN ed system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system- Passes Conditionally Passes Needs Further [-.valuation by the Local nppioving Authorii� // Fails Inspector's Signature: �s .L.Q. �.,� Date: 10/31 /0-7 The system inspector shall submit a copy of this inspection report to the Approving Authority(13oard of I lealth or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Notes and Comments Although system meets the minimum requirements set forth by the Massachusetts Department of Environmental Protection,certification is not to be construed as a guarantee of future working condition of system,piping or components. This inspection represents the conditions of the system on the Date of .Inspection noted above. •,`""This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 pace 1 of I I Page 2 of l I OFFICIAL INSITC'1'ION DORM — NOT 14O11 VOLUNTARY ASSESSMENTS SUBSOiU ACE SEWAGE DISM'OSAy, SyS'1'IeM INSPECTION VORM Pik XtT A CV10,11VAIJON (continued) Properly Address: 110 Annable Point Road Centerville Owner: Andrew Hatch Dale of Inspecliou:. October 18,2007 luspt cttuu Sun►nkary: Clieck A,11,C,I) or r:/ AI,WAYS con►plcle :Ill of Secliun 1) A. Systen► Passes: 1 have uo1 li)uud uny inlixnwlioo which iodicales Thal any of the luilure criteria ilescribed in 310 CMIt I5.303 or in 310 CMIt 15.304 exist. Any tikilure crileiia t)ol evaluated are inclicaled below. Commends. 11. System Conditionally Passes: One ur more system con)poneols as described in the "Conditional Pass"section Deed to be replaced or repaiieil. "1'he sysleuk, llpnll CUrnpICl1011 of lI1L' ICplal l talent nr rCpall, as approved by Ilie C1oar of lleallh, will pass. Answer yes, no or not delerruiuetl(Y,N,NI)) in the__ fur Ih6 101 low ing slittemen . if"not determined"please explain. _ The septic tank is metal and ovei 20 years olcl* or the septic lank(w ellke►n)etal or not) is strtichirally unsound, exhibits substantial iufillialion or exliltralitio or ure lank fail is umiuent. System will pass.inspection if•Ihe existing lank is replacetl will, a complying septic lank as approve') b .he Board of Ilealtll. *A metal septic lank will pass inspection if•it is sliuCturtally soon , nut leaking and ifa Cerlificale at'Compliaoce indicating that the tank is less Than 20 years olc) is available. NU explain: Observation ofsewage backup of break o or blglk static walei level in ►he distribulion box due to broken or obstructed pipe(s)or due It) a broken,seltlecl t , utieveu ilistiibution box. System will pass inspeclion if(will, approval of noard of(lealllk): Ur -ell pipe(s)Ole replaced )slr(Iction is relliovet! _ clislribuliot)box i> !eyeletl or replaced ND explain: The system quired pumping more dkan 9 limes a year due to biuken or obslnkcted pipe(s).The sysle,n will pass inspeclion :, (willk approval of the Boarcl of Ilealdi): . _--broken pipe(s)arg replaced —_nbstnlctiun is rerr►oved NIA explain: 2 t Page 3 of I I OFFICIAL 1NS111?C"1'IQN FORM - NOT POR VOLUNTARY ASSrSSMLNTS SUBSURFACE SCI WAGE DISPOSAL SYSTEM INSPECTION I"ORM PA R`I' A Cf R`ll FICATION (coolioued) Properly Address: 110 Annable Point Road. Centerville O w u c l t Andrew Hatch Dale of lospecliuo: October 18,2007 C. hurther 1?valualiou is kcquired by the 11mil-41 of lleallll: Conditions exist wllicil require Iiirllier evaluatioo by the 1loard of lleallI in order lu rieteirrline if the system is failing to protect public healtll, safety or the eovironmeol. 1. Sysicul will pass w►less Board of 111calill tle(el u►ilies ill accordance with 3111 CNIR 15.303(l) b) that the syslcui is not f►ulcliooing ill a maooer wl►icli will pritiecl public lkealll►,safety and the env' onmenl: Cesspool or privy is wilhiu 50 feel of a sill face water _ Cesspool or privy is within 50 feet of it lwrrlcring vegetated Wellaod or a Sall ilia I 2. Systeo►will fail unless the hoard Of health(and Public Willer ' applier,if ally)deiernlines that the systen►is luncliouiug fit a rnaoner that protect the pulllic heath ,safely :u►d environment; The system has it septic tack and soil absorption sys it(SAS)and the SAS is wilhiu 100 feet of a surface water supply or tributary to a surface wales sit y. _ The sysleut has it septic tank and.SAS and c SAS is wilitili a Zone 1 of it public water supply. the system has it scplic lank and S and the SAS is within 50 fuel of a private water supply well. "1'he syslelo has a seplic lank • d SAS and the SAS is less than 100 feel but 50 feet or more firorn a private wales Supply well**. M• iod used to delerrnine distance **"1"111S SySICIn passes If I Well WaiCr analysis,performed at a UL1' certified laboratory, !or coliform bacle►ia and volatile r panic corrlpouods indicates thal the well is free fioln pollution fion'tthat facility and The presence of air touia niltogen dod nilrale nilrogen is equal to or less lhan 5 ppm, provided lhat no other failure criteria -e Triggered. A copy of the analysis must �e allaclled to lllis form. 3. Olhet 3 l'agt q of,I I (01" CIA1.. INSPECTION li'ORIVI — NOT FOR V01,I.1N'I'AR'Y ASSESSMENTS SUBSURFACE SEWAGE PISPOSAL S YS`I'1?NI INSPECTION )I?ORM ILIA R`1' A CERTIFICATION(colllinuecl) 110 Annable Point Road Properly Address: Centerville Andrew Hatch October 18,2007 Dale of lospecliuu: p. Sysicul haihu-t C'rilcria applicable to all syslelus: You most iudicalt"yes" or"no" to ea►cll of file following i0r ;ill insptcliolls: Yes No __ ✓ Backup of'sewage into facility or system eonlpoucni title to(lVerloaded or clogged.SAS or cesspool Discharge or howling ol'ei9lutnl to the srlrltice of tile ground oi-srlrtace waters clue to all overloaded or clogged SAS or cesspool Slatic llgllld level Ill (Ile disil'b"lia" boX above(little( Il1VCrl title t(l all overloaded or clogged SAS or Cesspool __ ✓ Liquid 11tI11b ill cesspool is less fban 6" below invert or available volume is less lba,, 1/s day flow Required purilpiog more Ibao'I limes in like last year NOT'lilt to clogged or obstructed pipe(s). Number of limes pumped __ ✓ Any portion of Ibe SAS,cesspool or privy is below high ground water elevalion. 4 Any portion ofcesspool or privy is within 100 feel of a surface Willer supply or Iributary t(l a surface. water supply. __ ✓ Any porlion.ol'a cesspool or privy is witbill it Loot 1 of a public will. ✓ Ally portion of it cesspool or privy is wit.lill 50 Icet of a private water supply well_ __ _✓ Any porlioo of a cesspool or privy is less (hall 100 Iced lull greater Ihau 50 feet Iran)a private Willer -- supply well Willi no acceptable water quality analysis. I'I'llis systen►passes if like well Willer analysis, I►eI forulcd at a 1)1i'l'cerlllittl Iai►oratgl-y, lur coliforrll 1►, -ilk Wild volatile organic cow►poluuls indicates that Ibe well is tree fron►pollullu!l lrnnl 111a1 facility Will like liresence of arulnonla nill'ngetl a11tI "ill-aie llif l-Ogell is e'plal Ill pr less tllall 5 ppill, provitled ll►at po other failure criteria► are triggered. A copy of the au►alysis II►I►sl Ile alta.cbcd to Ibis foru►.I _ Lb_(Yes/No)The sysltul fails. I have delerolillul than dine or more of Ibe above Iililurt criteria exist as described in 310 CIAR 15.301, therefore the sys(clrl tails. The sysfctll owner should contact the hoard of leallh to deltrnlioe what will be necessary to correct the lailure. 1!. Large Systems: To be collsitleretl a large system the systerll n►ust Solve %l fatality with ;I esign how of 10,000 gpd 16 15,000 gild• You mist indicate either"yes"or"oil" to each of the (;,!lowing: (The following criteria apply to large systems ill addiaoll to (be cril la above) yes Ito the system is within g00 letl of a stlrlaet drill dil water supply file syslenl is within 200 feel o f a tributary „ it surface drinking Willer supply ._ the syswril is located in a nitrogen se hive area(Inieriln Wellhead 1'rolectioll Area—1WPA)or a rr►apped Lone 11 of a public water supply l 1(you bave answered "yes" (o ally title tun ill Section 11 tie systen)is considered;I slgni.lcanl 14'eat, Or answered. "yes" ill Seeliorl D above the large ' stem has failed `('Ile owli al-operalor of arty large systeml corlsi4ret1 a signiticanl II!reat un'ler Sec1.011 F . r 1ailet)wittier Set li4t) l sll;lli 1lllgr4tle II►e sysietp in accordance with 310 GIv1R 15.30I.The systen(owner si►t .cl contact Zile appl-oplp!e lebt4!l j. office of lilt neparl!netlt. G q i Page 5 of l l OU ICIAL INSPECTION leORM — NOT I?00 VOLUNTARY ASSESSMENTS SUMUR ACE SEWAGE MSI'C)SAN. SYSTI?IyI INSI'LCI'ION I�012M I'A 10' P clic,CM4ST 1't-operly Address; 110 Annable Point Road Centerville Owner; Andrew Hatch Dale il'luspecliou: October 18,2007 Check if the following have been Aunt. Yin mu" iudiaue"yes"or"mp as to each if the 6d&,q: As No I'oiyling iufoillialioll was provided by lilt owner,occupant, or hoard of lleallh __ _✓ Were ally of like system conyxlnenls pumped out in lllt previous two weeks ? I las die system received oorrual flows in the previous two week period 2 (lave large volullles of water been inlroduced to the syslem recently or its part of this inspection'? Were as built plans of the symern oblaiutd 4ml cxulliutd'?(If!hey were not available cote as N/A) _✓ Was die facility or dwelling inspected for signs cif sewage back kip'? Was the rile inspected for W,of break No ✓ _ Were all system cumpnnculs, excluding the SAS, located on site ? Were the septic lank uianholes uncovered, opcntd, and the interior of lilt tank inspected for the condition of the baffles or Ices, INW&I of conslruclion, dimensions, depth of lirluR depth of shiilge and depllt of scan? Was the facility owner(mull occupants ifdifierenl from owner)provided wily infornuaion on the proper ncainlenance of subsurlact sewage disposal sys(eins ? Ile spe and 1"alWn of like ALL Absorpliop System(SAS) on the site has been deleinnined based on: Yes no _ WhOng Kfurrnation. For example, a Riau Mow (bard of I leallh. Nr� _ Uelennined ill the field Of ally of the failure Cruel li! related to I'm C is at isslre approxinlatiun of distance is unacceptable) (310 CMR I5.302(3)(b)) S page 6 of OFF ICIAL INSI'(I C`M'ION I+ORM — N01 Ni0ft 'VOY,r)N'FARY ASSI?SSMENTS SUBSIAW/kCl? SLWAGJ, , D1SI'()SAI, SYSTEM INSPECTION DORM PAIt'll' C SYSTEM INF(ORMAT16N Properly Address: 110 Annable Point Road Centerville O lv u e r: Andrew Hatch Date of InspCCtion: October 18,2007 . . PLOW (20NI)I`I'IONS R SID NTIAL Number of btdroonls(design): 02 Number of betlroo(ns(actual): DESIGN Ilow based on 310 CIvlR 15.203 (for example; 110 gp(I x 11 of beclrooills): z 2 to Number ofcurrcut Iesidenls: O + - Does residetice leave a garbage griinler(yes ol.no): V Is laundry on it separate sewage system(yes or Ito):Mo. f if yes separate inspection let-hied] I-afirulry syslCm ifispecled(yes fir Oo): N/,q Seasonal list: (yes or no):-yes -- Willer nitler readings, if available(last 2 years usage(gp(t)): _Oco : .I l poo of per- (0,0 Suolp pump(yes or uo): t40 Last dal( u) occupancy: 0��(c,�_or of vSZ ('ONfMI!:Il'.Cl Al./INI)US'1'IilAl. l'ype of eslablisluueul: _ _ _____ __ Design flow(based on 310 CMR 15.203): Basis u! design 11(iw(seats/persunslsgft,elc.): Grease trap ptcsCul(yes oi. to):_ -- -- -- —-- Industrial waste bolding lank present(yes or no): Non safiiliiry waste (iscbargetl to Ibe"tille s syslell, s or fill): Water InClel'ICa(11ngs, if available: ----- Last dale of occupancy/use:-- --- ----- -- - - OTII1 11 (describe): GI�N1�l2AL. INhOItNl�1'I'lON I'unlplugRecords 13-1"r A mil /It1-7- 3Eo2- I/t+ /r)1� Z//S/03� S(1o/�3r SA-r &3, Source of ill.furinaliinl: 2/ o jo�� i3 / --" it%0__3`_--��L?�tb/oil/ / /07 �,., ljoH ca kJ ►��,� ®c.�hci Was syslefii pumped as pall of Ibe ifispeclion(yes fir no): �C S If yes, volume pkimped: _gallons -- llow was(I(lautily pumped delermined? Reason (fir pumping: — --- — TYI'I?OIL SYS11'!,.v! _Seplic lank, tlisiributiuu box, soil absorption system Single cesspool Overflow cesspool _Privy . _Shared system(yes or no)(if yes, auacb previous inspection records, if any) Innuvalive/Alternalive technology. Allach it Copy of the curient operation and maintenance contract(to be obtained front system owner) Flight .1ai1k Altacb a copy of file pest'appioval Oiber(describe):---- -=- ------— - proxirrlate age Of it It corrlpolletlts,dale installed(if pown)and source of ill fonllatioq: 513 We►e sewage odws detected when arriving at file site(yes 04 nn): Afo 6 4 Page % of I I 01iTICIA1, INSPECTION I+OIZM — NOT VOlt .V0VUN`1'ARY ASSESS IVILI NTS SUBSUR ACE SEWAGE DISPOSAL SYSTEM INSITCTION DORM SYSTEM INWIMIA`I'JON (cowinueti) Properiy Address: 110 Annable Point Road Centerville Owner: Andrew Hatch Date of Inspta:lioll: October 18,2007 BUILDING SEWl It(locate on silt plan) Depth below grade: —1 f-- Malerials of consliuction: cast iron l/t10 PVC_—other(explaili): Distance fiom piivale water supply well of suctioli line: jVI'L coo�rlillienls(on coiulilion of jolols, venting, evidcoce of lcakagt, etc.): t G V)_"l..t-u�-�_.:Vt G-__�'`�t� �v•.�_c_<<w"�S3y�__Lb� .��.�j�H w SETTIC TANK: 19(locale on site plan) Depth below grade: —_ ivlaleiial ofcoostiuctioll:_ —conciele— metal— Ijbcrglass— polyethylt oe -_ other(expluin)_—____-- If lank is metal list age: — Is age couGrnled by it Ccilifiicalu of Cons uuce(yes or Ito): —_(allach a copy of ccrlilicalc) Dimeosions: Sludge depol -- _— — --Distance (roan lop of sludge to bollonl(if oullcl lee ill bid, t: Scllin Ihickness: _ -------- Distance Irons lop of scull,to lisp of oullcl lee or I Ile: Distance (rain bolloin of scum to bollonl o f of el IcC or baffle:--- I low welt: dinleusious dcterulined: --- - Conlincnls(uu pumping rccunuucudal ns, iulel and oullcl (cc of baffle condiliol,, sliucluial iulegrily, liquid levels as ielaled to oullcl invert, evidence leakage, etc.): GRI?ASL`I'IZAI': _(loca(e:oil site plan) Depth below grade: Material of cposlrtlGion: —_canticle _rntlal tiheiglass_ polytill it other (explain): — --- -- Dinlensions: -- ----- — Scum thickness: ----- l)IStanCe h'011l t(1p Of scoot 10 lop of OIIIICI lee OI balljt: Distance (YOrll bolloill of scum la bollool of oullet lee (it I_Iate or last Ilumplllg:—_— -- Conuneuls(op puinlliug ieconuueudalions, inlet • ul oullcl lee 0,battle contlilion, sit oclural integrity, liquid levels as related to outlet invert,evidence of leaka etc.): 7 l� I'age 8 of 1 1 011Ii'ICIAL INSI'EC'I'ION DORM — NOT VIOR VOI IJN'C'AR'Y ASSES SMENTS SIJBSUIt FACE SE Wyk CC DISPOSAL S'YSTC, yl INSI'rCT1()N rORM IAA ItT C SVSTV''M INFORMA'flON(continued) Property Address: 110 Annable Point Road Centerville (hn►c'' Andrew Hatch Date of InspcClions October 18,2007 IGII"C or fIOl.l)WG 'I'ANIC: (lank must be punlpell at time of inspcction)(locale all silt plan) DCplll 1)CInW g,'i1lIC:_�� ( V,PS ri StvS w',K. S �c ( Lovc,is .� �(,� Maleiial of cunsln,Clion: �/ Concrele _metal — (ibciglass _ polyethylene olhei(expluin): Diu,ensions. -2 ' x -7 k�S Capacity: Design riow: 9-%o --gallons/flay Alarm piescnl(yes of no): DES Alarm level: JK Alarm in walkingm-der(yes of.fit)):. Yi5S Dole of last puu,Piiig: ti-OZ3u/off ( 7/t-) to(o) Cornmenls(condition of alai,n and Iloal swilclles, etc.): +�1_r��_�..�.7.�10�,�-ems.-_���_er�✓_�-.�S.--QIr--.R_«�.�VO �_v_�_cL er-,�� o,�' �e ci(t,c,.�- 09 Afiq t✓„Jl.t ti,�. C /� S f��-.. c ,.[r�0.` l�c�.:,1 s�y t ��t JU'. �r f /Gt N lc w�►S ✓tr, ,remit 7�v-- UI<S1'I2111IJ'J'1ON IIC)X: (il'piesenl must be opeued)(lucatc o ile plan) rh 5/,oevdc+ . Deplb of liquid level above onllet invert: __ CpminCnlS(note If l)nx IS 1CVCl and(lislribulI I to mullets dual, any evidence of solids carryover; any evidence of leakage into of out of hox,etc.): 1'r1R'll'C11AM1f ER: (locate on site plan) l'milps in working oiler(yes of no): Alarms In wording order(yes or no): Comments(note Mlditioo lif pump Chamber, condilio, 'pnn►ps and appuitenaices, etc.): B Page 9 of I I 011"ICIAL INSPECTION DORM - NOT FOR VOLUNTARY ASSESSMG.N`l'S SIJBSUR ACI SEWAGI? 01Sj'0SAX_, SYS`I'I?M INSPECTION I+'ORIVI SYS`IPW JNF01t1VIA'!•110N (continued) Properly Address; 110 Annable Point Road Centerville Andrew Hatch 1)atc of luspcclio"' October 18,2007 SO11_, ABS0RPTION SYS'1•k M (SAS): — (locale up sltc 1►I:►n,cxcayalicii► uo1.t eduircd) If SAS oot located explain why: Type -- Ieachilig Ails, number: _ — leaching chao;beis, comber: leaching gidlerics, number: ---- --- leaching licncles, euelbci, lenglli: -- _--- leaching fields, nuulbei, dimensions: --- ------ -_ovedlow cesspool, nue;bei:- - _ innuvutivc/,�Ilenn;livc system '1' Ohm Ior of technology: - ----------- ------ comments(uolc condition of soil, us of hydraulic failu e, level ol,pouding, damp soil, condition of vegetation, CESSI'OO1.S: (cesspool nwst be pon-yed as part of inspeclion)(locanc :site plan) Nue:her and eon iguruioo: _ 1)eplli- lop of liquid Ic inlet Invert: _------ ------ --- peplh of solids layer: --_ — ---------- I)cp11�of scorn layer. -- -- — Dimensions of cesspool:-- —-- Wet ialsofco;lslluctiol.: Indicalion o f ground wale[ inflow(yes or no): ----- --- Comreents(Hole condilion of soil, signs of c iaolic lililuie, level of poeding, condition of vegetation, etc.): 1'10VY; (locale oil sift;plan) Materials ufconslruclion: Dimensions: --- -- - ---- ---------- Depth of solids: -- - Comments(Hole condilini:of soil, signs of hydra: c failure, levi l of ponding, coudilfon of vegetation, etc.): 9 ; Page 10 of 1 I OFFICIAL INSPECTION I�010V1 — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGA, DISPOSAI, SYSTfeM INSPECTION DORM SYS'I'1=M INI�(�IZNCEI`I'ION (continued) 110 Annable Point Road Property Address: Centerville Andrew Hatch October 18,2007 Dale of lnspecliou: SKE C11 OIL SEWAGE DISI'OSAL SYS11!.1V1 Provide a sketch of the sewage disposal SYSIC111 Itichich.og lies (o Alt least Iwo permanent reference landmarks.of - beocbnlarks. Locate all wells within 100 feel. Locale wheie public water supply enters die building. Va1-w U, n V L O O I'agc 1 I of 0111CIAL INSPECTION TION DORM -- NOT !?OI2 VOLUNTARY ASSESW NTS SUBSURFACE SMAGE DISIUSAI, SYS'171"M INSPECTION I?OIZM !'A R`I' SYSTEM INIi'ORnIIA'f'ION (couiinue(i) Property Address: 110 Annable Point Road Centerville ��w11L1 Andrew Hatch Date of Inspection: October 1.8,2007 SITE' liXANI Slope Sill fiice wales ✓ Check cellar Shallow wells lstinialed depth to ground wales 7.S leel Adjusted Nigh ground walcr elevation feel I'lease indicate((:heck) all methods used to determine the high ground water elevation: ✓ Oblained lioui sysleni design plans oil record - Ifclleckcd, dale of d t0 esign plan reviewed: 3 : 0 Observed site(abullin6 property/obscrval ion hole wil Ili 11 1 SO lecl of'SAS) Checked with local Ifoald ol'l lealth-explain: Cl.ecked with local excavalors, installers- (allacll doc III ieulalion) -- Accessed USES database-explain: -- --- -----_—.._-.-. You iuusl describe how you established Ilie Iiigil grolioll Vales elev`aliou: h:px:../ �zC: Zvi -- `—`'-+--��'_-�-_�_------C�►7a✓na..�-W_.�_.C_•�_O���`J-�-�-�'i-11�------``.-r_-�.----�-/--JS�csL�__���+i _73—_ This report has been prepared and Ilia system! Inspected as of the dale of.inspection. This report is not a warranly or guarantee that the system will function properly In the future. There have been no warranties or guarantees, eilher expressed, written or Implied, relating In the system, the Inspection and/or This report. It Massachusetts Departrnent of Environmental Protection r Bureau of Resource Protection - Wetlands WPA Form 2 -- Determination of Applicability t Massachusetts Wetlands Protection Act.M.G.L. c. 131, §40 B. Determination (cont.) t ❑ 5. The area described in the Request is subject to protection under the Act. Since the work described-therein meets the requirements for the following exemption,as specified in the Act and the regulations, no Notice of Intent is required: Exem�;Activity(site appliczble s;atua:ory/regulatory provisions) "' . ❑ 6. The area and.ror work described in the Request is not subject to review and approval by: Name of Municipality Pursuant to a municipal wetlands ordinance or bylaw. Name ordinance or Bylaw Cits:ion C. Authorization This Determination is issued to the applicznt Grid delivered as follows: ❑ by hand delivery on ® by certified mail, return receipt requested on November 7 . 2000 Ds;e Da,e This Determin2;lon is valid for three years from the date of issuance (except Determinations for Vegetation Management Pians which are va!id for the duration of the Plan). This Determination does no; relieve the app;icen, from complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. This Determin2tion must be signed by a majority of the Conservalion Commission.A copy must be sent to the 2ppropriate DEP Regional Ofrice (see Appendix A) and the property owner(if different from the applicant). Signatures: k Bernard J. Young, P.E. REGISTERED PROFESSIONAL ENGINEER P. 0.Box 1539 DENNISPORT, MASS 02639-5539 508-394-1960 Proposed Tight Tank Operation and Maintenance Plan for 110 Annabelle Point Road Centerville, Barnstable,MA For the,disposal of sanitary sewage, a tight tank has been installed on this sight in lieu of a conventional septic tank and subsurface soil absorption system. The tight tank receives all sanitary sewage generated in the adjacent dwelling and holds it until it can be pumped by a licensed septage hauler for disposal at the Hyannis Water Pollution Control Facility or other site acceptable to the Public Health Division, Town of Barnstable. The tight tank provides the maximum level of protection for the groundwater and adjacent waterways. The tight tank is designed to contain a maximum of 3051 gallons of sewage. At peak usage, is estimated to have a capacity of 13 days flow. This period would be extended in time of off-peak usage, and could be shortened by excessive use of water during periods of high utilization, or by leaking faucets or water closets. Audible and visual alarms have been provided to indicate when the tank is 60%full. When the alarm sounds,the audible alarm may be silenced but the visible(light) alarm will continue to operate. At this time,the licensed septage hauler should be called to pump the tank. The septage hauler shall report each pumping to the Public Health Division, Town of Barnstable. During the first pumping after January 1,April 1, July 1, and October 1 of each year, the septage hauler shall inspect the manhole,tank, and alarms and report any items not in good repair in the pumping report. J Bernard J. 'Young, P.E. REGISTERED PROFESSIONALENGWEER P.O.Box 1&39 DENNISPORT,.MASS 02639-5539 508-394-1960 o 0 December 14, 2005 n Health Department Town of Barnstable Ln 367 Main St. o -o Barnstable, MA 02601 N ; .. c� RE: Assessors Map 210, Parcel 43 Uri 110 Annabelle Point Centerville To whom it may concern: Please be advised that I conducted an inspection of the tight tank installation at the above referenced site on November 28, 2005. At that time I took certain measurements and made certain observations which are reported on the enclosed as-built plan and described herewith. I was not called upon to make an inspection at the time of construction. The installation and workmanship appear satisfactory,and are within reasonable construction tolerances. It appears a new invert has been constructed with a cleanout at the foundation. The tank was less than half full,which I take as evidence that it is indeed watertight. The location of the tank is not as proposed. 1 surmise the location was changed to avoid removal of a hummock of red maple trees on site. This places the tank closer than the 10+ feet from the water line origilly proposed. Sincerely, Bernard J. Young,P.E_ cc: Paul E. Sweetser, PLS. a�� S# C -1 ,h f4i y I to c rN-t e vS: 21 / . Town of Barnstable QF THE r, ti Regulatory Services y�P per, .�1SrAB Thomas F. Geiler,Director 9$ ' ASS r Public Health .Division pTED MA'S A Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 This septic system inspection report was completed by a private inspector who is certified by the State of Massachusetts, Department of Environmental Protection. Although the Town of Barnstable Health Division received the original/copy of this report; this Division does not warranty the functionality of the septic system in the future nor does this Division agree with any technical observation s and interpretations contained within this report. In addition, by receiving this report the Town of Barnstable Health Division does not automatically approve the number of bedrooms listed within this report. The actual number of bedrooms approved at a particular property would-be listed on the "Disposal Work Construction Permit". If you should have any questions regarding this report,please contact the certified Septic System Inspector who conducted the inspection. r s � Town of Barnstable 11HE 1p Barnstable Board of Health Af-RMMiMCRY BARNSCABLE. 200 Main Street,Hyannis MA 02601 MASS. 'vl 9� i639. ar f0 MPI a, 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi BOARD OF HEALTH MEETING MINUTES Tuesday, November 13, 2007 at 3:00 PM Town Hall, Hearing Room 367 Main Street, Hyannis, MA I. Hearings: A. John Norton, Attorney, representing'Andrew Hatch, owner— 110 Annabelle Point Road,:Centerville, requesting extension on tight tank use awaiting town sewer to Wequaquet Lake. John Norton was present. The tight tank was inspected and was not leaking. The property is being sold. The Board wanted the'new owner to provide the Board with a :projected occupancy report and scheduled pumping. Attorney Ben Losordo, representing the new owner, stated Mr. MacNamara will be using it as a seasonal dwelling. . There are audio and visual alarms which go off at 60% capacity. It is difficult to estimate, when it will need to be pumped as the use will be different. The Board requested as a condition that the Health Division be notified each time it is pumped and the owner submit an annual reporting done in the Fall of each year:-.-The variance will go to the property and not to the owner only. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayangi, the Board voted to grant a variance to be attached to the property (not specific to the owner) with the condition that an annual report be filed in the Fall of each year stating when pumping was conducted. (Unanimously voted in favor.) B. Kathleen Pouser, owner—22 Marion Way, Osterville, status on removal of two of five existing bedrooms. The owner is in Florida this time of year. Mrs. Pouser's attorney was not'present. The Zoning Division has a court date of December 5, 2007 on this property. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board voted to continue to Dec 18, 2007, Board of Health Meeting as which time two bedrooms must be removed. C. Earl Lantery, P.E., representing Richard Mahoney, 373 Scudder Avenue, Hyannis, failed vaulted SAS. I Earl Lantery presented his plan and summary. An alternative is to use a product called The Sledgehammer used to reduce the distant to the ground water approved by the i John Norton presented the data. The owner had put in a tight tank awaiting the town sewer to arrive. Mr. Hach used to live there full time-single occupancy. At this point, he does not use it frequently and it is up for sale. The Board noted that it has only been pumped three times a year and if it is tight tank working efficiently, it should have been pumped approximately every two months. The pumping records do not show that. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board voted to continue until the October 9, 2007 meeting with the requirement that the current owner will (1) have the tank inspected by a licensed inspected to ensure the tight tank is working correctly, and (2) a occupancy report expressing the use and number of people/frequency, along with providing a plan for emptying of the system, and (3) the current owner will notify the Board of a new ownership of property once it occurs, and (4) the variance will transfer to the new owner(s) only after they have met with the Board and given an occupancy report listing number of people using the system and frequency at the property, along with a plan listing dates of company for pumping the system. (Unanimously voted in favor.) III. Continued Items from Previous Meeting: A. Joe Henderson, P.E., representing Jerome and Marlene Goldstein — 199 Meadow Lane, W. Barnstable, 1.38 acre lot, addition to house, increase from four to six bedrooms, three variances (continued from Jul 2007 meeting). Joe Henderson presented the plan and expresses the system is an improvement over the current system. The Board expressed that they have a strict requirement that if variances are required, they do not allow an increase in flow. Whenever there is an increase in flow, a reserve area must be located. This plan creates their own hardship by looking for a 6 bedrooms. It is currently a four bedroom. One proposal is to negotiate with the neighbors to move their well and the owner's well to avoid the difficulties. Another proposal is to have two reserve areas. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board voted to continue the October 9, 2007. (Unanimously voted in favor.) POSTPONED B. Joseph Dunn, Island Merchant, 302 Main Street, Hyannis— TO food establishment with grease trap variance, update to OCT 9, 2007 Board on three months tests wastewater entering and exiting grease recovery device (continued from Feb 2007 BOH meeting). IV. Septic Variances (New): POSTPONED A. Peter McEntee, P.E., representing Thomas Capizzi, Jr., TO Trustee, Centerville, LLC, 1084 Craigville Beach Rd, Page 2 of 6 2001 110: 18AM I�cmanu Norton & Niacnamee P, C, No. 1194 P. 2 McManus, Norton & MacNamee PC Attorneys at Law 724 Main Street, Hyannis,Massachusetts, 02601 www.CapeAttomey.com Keith A.McManus, Esq. Douglas M.Cabral,Esq. John E.Norton, Esq. Christopher Collins,Esq. Robert T.MacNamee,Esq. Office: (508) 778-8855 Pax: (508) 778-8866 October 5, 2007 Wayne Miller, MD, Chairman Town of Barnstable Board of Health 200 Main Street Hyannis MA 02601 RE: 110 Annabelle Point Road, CerAerville Dear Dr. Miller: ]Kindly accept this letter as a request to continue the hearing on the request for an extension of the tight tank variance on the above-referenced property from Tuesday, October 9 to Tuesday, November 13. Mr. Hatch was recently married and has been out of state for several weeks. ' Please feel free to contact me if you require any further information or assistance in connection with this matter. V?0E; tl yours, Norton cc: Andrew Hatch McManus, Norton & MacNamee ®- Attorneys at Law 724 Main Street, Hyannis, Massachu`etts,.02601 www.CapeAttorney.corn Keith A.McManus,Esq. Douglas M. Cabral,Esq. John E.Norton,Esq. Christopher J. Collins,Esq. Robert T.MacNamee,Esq. Office:`(508) 778-8855 Fax: (508) 778-8866 August 28, 2007 Wayne Miller, MD, Chairman Town of Barnstable Board of Health 200 Main Street Hyannis MA 02601 RE: '--�110 Annabelle_Pomt Road, C:erite vine Dear Dr. Miller: - Please be advised that I represent Andrew Hatch, owner of the abov refere ed p - property on Lake Wequaqet. In lieu of-a�Title.:Vseptic system, the property is served:-:by a "tight tank" system, which is regularly pumped, for which Mr. Hatch'rreceived,)a variance from the Board in 2001, as the Town plans eventually to hook the n%ghborh od up to the water and sewer system. We have recently learned that the varianc expired' July of 2006. The purpose of this.letter is to request an extension, of the variance. The ti ht tank system is in working order- and has been properly maintftined by my client, an�we are not aware that it poses any risk to the public or the env ranment. Moreover, due to the size and shape of my client's lot, it appears there isno practical way to install a Title V ,•4�r+ mess the ,,i- b lot !cw er ...._.122 I1.:.:"�^��r-. Point R.--a -ni shared .'"•i J'J lvala, r..... Jil ltv.s_aiLi.:: _ t..i'..✓_. jVl..e✓ xA: .,�. . system, which they have not been inclined to do. Please feel free to contact me if you require any f�.rther information or assistance in connection with this matter- Very `Very truly Jo, E.Norton-,,?,,, cr cc: Andrew Hatch Bernard I Young, P.E. REGISTERED PROMSSIO M ENGWEER P.0.:Box 1'539 DENNISPORT, MASS 02639-5539 5&394-1960 C December 14,.2005 Health Department Town of Barnstable 367 Main St. ' :° Barnstable, MA 02601 cv ' cv �" RE: Assessors Map 210, Parcel43 110 Annabelle Point Centerville To whom it may concern: Please be advised that I conducted an inspection of the tight tank installation at the above referenced site on November 28, 2005. At that time I took certain measurements and made certain observations which are reported on the enclosed as-built plan and described herewith. I was not called upon to make an inspection at the time of construction. The installation and workmanship.appear satisfactory,and are within reasonable construction tolerances. It appears a new invert has been constructed with a cleanout at the foundation. The tank was less than half full,which I`take as evidence that it is indeed watertight. The location of the tank is not as proposed. I surmise the location was changed to avoid removal of a hummock of red maple trees on site. This places the tank closer than the 10+ feet from the water line originally proposed. Sincerely, Bernard I Young,RE. cc: Paul E. Sweetser,PLS. f a � ``� +41,e V 7m crie tSo 21 THE COMMONWEALTH OF MASSACHUSOGNING ENGINEER MUST SUPERVISE BARNSTABLE, MASSACHUSETTME S STEM WAS INSTLATIONTALLEIFYD STIRICT ACCORDANCE TO PLAN. CT (Certificate of QCompliance THIS IS TO C TIFY that the On-site Sewage Disposal System Constructed( )Repaired( ) Upgraded( ) Abandoned( )by (/V at with the provisions of Title 5 and the for Disposal System Construction Permit No. —has been construct d i accordance Installer dated (� " Designer The issuance of his ermit shall not be construed as a guarantee that the sys em will nction as d Vned- Date Inspector ` iT lJ r t'i 4 4: z.. �t a g < � w unwc.uaa--► 0 m c vAULTED CEIL.�� 3/40 STRAPPINC0 In* SHEETROCK R-30 INSULATION EXISTING 2X4 WALLS Ya R-13 INSULATION In" SHEErROCK EXISTING FLOOR JOIST EXISTING CRAWL SPACE OLIVE CAPE BUILDERS, 14C. 333 SERVICE ROAD s SANDWICH 0 MA SCA ■I-O A JESSE P. CAPRIO REVI ED • RENOVATIONS AT WATCH RESIDENCE 110 ANNABELLE POINT ROAD CENTI3�VILLE ER SECTION A A2 f Crocker, Sharon From: Crocker, Sharon Sent: Wednesday, May 05, 2010 11:43 AM To: McKean, Thomas Subject: 110 Annable Point Rd, Centerville The current owner bought house back in 11/14/2007. The prior owner, Mr. Hatch, had it pumped by Bluewaters on 10/29/2007. However, a contract was not signed to continue it as it then was sold two weeks later to the trustee, Thomas McNamara, with the address of Ireland. ' % i0 z3 1 ,� 60 No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in compute�'r Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Application for 3Bi9;poga1 *pgtem Construction 3permcit Application for a Permit to Construct( )Repair(Upgrade( )Abandon( ) O Complete System O Individual Components Location Address or Lot No.//® t2%M d" f2j Owner's Name,Address and Tel.No. Assessor's Map/Parcel -9,1/->Gt It 1 t1 Inssttaller''s Name,Address,and Tel.No. Designer's Name,Address and Tel.No. j C7��. 3�� 65 30 2 ' Type of Building: ` Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title _ur Size of Septic Tank 3 O n c Type of S.A.S. Description of Soil V r Nature of Repairs or Alterations(Answer when applicable) . A�fj u e. Q. C.e of (A DESIGNING ENGINEER MUST SUPERVISE Date last inspected: INSTALLATION AND CERTIFY IN WRITING Agreement: THE SYSTEM WAS INSTALLED IN STRICT The undersigned agrees to ensure the construction and maintenan 9ADAMT'tt Mn-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Bo of He lth./� Q Signed Date Application Approved by Aj/W. _ Date Application Disapproved for the following reasons Permit No. f)U a—/512 Date Issued—0/h)2- 'AC6', No. l 2�_/9 Us�+►e ,..�� Fee _ uter� 1 THE COMMONWEALTH OF MASSACHUSETTS Entered in comp-, , Yes; :.. ,,PUBLIC HEALTH DIVISION -.TOWN OF BARNSTABLE., MASSACHUSETTS'- v _•,01pprication for Miopogal &p.5tenl Congtruction Permit Application for a Permit to Construct( )Repair(/Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. �. Owner's Name,Address and Tel.No. Assessor's Map/Parcel U Instta]ller''s N�arnee,,Address,and Tel.No. - Designer's Name,Address and Tel.No. S"Uy- 1<U'V�n (j0.(. R CV,L rc,"".." P7"A N S.�-cr2a�iian. 2'tI -:f .c W e r1�"a 0i'i 3.A 05 30 r Type of Building: Dwelling No.of Bedrooms y Lot Size sq. ft. Garbage Grinder( ) Other Type of,Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title _ Size of Septic Tank 3�X)0 71�kt Iccu Type of S.A.S. Description of Soil P4, cc 1).o C. ., Nature of Repairs or Alterations(Answer when applicable) J4 &tgi o.- • Q_ C..e%u IpC�aGQ._1.1�iln, V rr Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore<described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place,,the system in operation until a Certifi- cate of Compliance has been issued by this Board of He lth. /l Signed �&C. Date Application Approved by MV/W )Iqz Date a/ It Application Disapproved fore following reasons Permit No. U u 2 -l�22 Date Issued �1�f l/`U -2 " - —T ——————————————————————————————————————— F THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO C TIFY,//that the On-site Sewage Disposal System Constructed( ) Repaired( )Upgraded( ) Abandoned( )by d- C/V r at 1 I r i A-„ b e 1�P �n��°n �i P has been constructed in accordance with the provisions of Title 5 and al System Construction Permit No. (Ir)2 -1 57 dated Installer Designer The issuance t 's permit shall not be construed as a guarantee that the s to 11 func n as des' tied. Date 3 0 Z Inspector --------------------------------------- No. Fee�— THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS 70iopogar *pgtem Congtruction Permit Permission is hereby granted to Construct( )Repair( ) pgrade( )Abandon( ) System located at 110 Au,a .P /r 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:ConstructioT'q ust be completed within three years of the date of this errnit. Date: Approved by���VA TOWN OF BnnARNSTABLE LOCATION Q 41✓t r-�AIV 1_ Ff U�� SEWAGE #AOOa VILLAGE-�_ =— �� ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. S DES `I S a- C S-3 6 SEPTIC TANK CAPACITY 3 Co 0 15 I'< l a �- LEACHING FACILITY: (type) � - (size) NO.OF BEDROOMS I?- -�- BUILDER OR OWNER G�nts.c- IT In PERMIT DATE: '�(O 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 r 0� i �1 ICU` ------------ 1 � f c-� C� �i s� V e rot 160'360' 85" 30' 45' 7' 30" 0 Twin Comer I 30" i � j I � I I 69" Cl set _ 1 Shower Toilet 186' 186' 144' 3. 1 30" 30' Closet b'6"x 6'b" 79' 9" __ 50" Desk 144"180" zloD Paul E. SWeetSer — Professional Land Surveyor 900 Route 134#15—South Dennis,MA 02660-2573 Tel: (508) 385-6530 Fax: (508)385-7854 August 28 2000 Mr. &Mrs. George D c/o Catharine.Gallagher Tl k 14 Governors Road -� s sNg Milton,MA 02186 n �1 RE: Andrew Hatch&J�cob`Fiesten 110,122 Annal�"e11e Point Rd. Centerville File 1720-00 n _ Dear Abutter: ;Fri F Please be advised tha `an caUdiv�Cr�vanancesQ the Regulation of the Mass.Departmern 90JO, l otectro �ri1e 5 and/or the Town of Barnstable Regulations for S66SZ,p sato Sewage 1?as36�en subtnutted to the Barnstable Health Lfo�apaval Thefollowirig variances is required: r Variances Required: 11a thellePox�t�] oac Eenteralle r " 310.CTtrIRt,. S Z I L FTZstanc eS` v 10 to property lu►�regint# 5"Prpppsed,Nariance 5" Variances Re`""auireii: 22 Amial�elTe`PoinhzRoacCenterlle .ay' f {,ar" 31G3 C1RzSLi~DrsEances x 113'to property line marred,= %proposed;Vaaano�5 err s 2` 3 Jk A Hearing will.be 9 W gie"".tember 20004at the Towtt Hal,Main Street,Hyannis. The applicatio.n a �i &�t #ar reuae at tfl� overt o B ns le,Board of Health-- Department 367 e „ at msk 4I �i01 S R -�k64#;da�lg'g:30 am to 430 pin- Sincerely, Pa,,Q Paul E. Sweetser Professional Land Surveyor rm b ... A family service for over Half a eenturt}.. r Paul E. SWeetSer — Professional Land Surveyor 900 Route 134#15—South Dennis,MA 02660-2573 Tel: (508) 385-6530 Fax: (508)385-7854 August 28, 2000 f i ✓tibL�Wx� � ser r 1 M �-�yF,T y.wt c;r. i 1 XO .. ePoint Road 4, Cent6ffi le, 02632 ` Map°�2T0 Q.,,,l 43 �Rr A r � z _ P C✓� 4 Jacob Kesten Book 1400 50 W. 96'Street Fin r Paace156 s Pg. 756 New York,NY 10025r2AnnabellePoin> Rd.;Centerville Kenneth Amesbury p>210 x Book 7549 105 Annabelle Po";* o Road Parce141 d Pg 337 Centerville,MA 0263 ' George D. &Ellen M. Gallagher rVtap 210s Book 12097 14 Governors road 1?arcek4 Pg. 292 Milton,MA 02;1S&O _ 399.Camj dpeechec Rd,Centerville c s x - .yt rhb t Marilyn P.Fat�tlaier= ,Ynlvlapz'210 Book 2510 119 Annabelle;PottR Pg. 133 Centerville,MA 02552 Y as s r ,t � f .���.d`t���rtA���..5�,a���i"��y�''�sr ``� tJ�c�vs.�Erx <� ✓ �i�.�x 4K' ` ' r z. ... A family service for over half a..eenfvey. FROM OLDE CAPE BUIDERS INC PHONE NO. : 508 420 7327 Apr. 10 2002 03:48PM P1 OLDE CAPE BUILDERS , INC . FACSIMILE TRANSMITTAL SHEET TO: FRONE Thomas McKean,Director Jesse Caprio COMPANY: DATF?: Bamstablc Board of Health 04/10/2002 PAX NUMHRR TOTAL NA_OF PAGES INCLUDING COVP,R 508-790-6304 5 PHONE.NUMBER: SENDbR'S IMPERFNCE NUM88k 508-862-4644 RE: YOUR REFERENCE NUMBF-R: 110 Annabelle Point Road- Centerville ❑URGENT ❑FOR REVWW 13'PLEASE COMMENT ❑P),1:ASts REPLY ❑PLEASE RECYCLE: NOTES/COMMENTS: Mr.McKean, I've cndosed a copy of the DEP fling and ruling for 110 Annabelle Point Road in Centerville for the installation of the tight tank. My septic installer,Bruce Lidstrom from Robert B. Our Co., Inc., came into your office 'Wednesday, April 10 to pall the septic permit for the above mentioned. property. You had advised hum of the need for a sign off from DEP. I apologize for the confusion,but I thought that the enclosed DEP determination of applicability was in your file.Please contact me if you need anything further.Thank You. Jesse Caprio 333 SERVICE ROAD SANDWICH MA • 02563 PHONE.: sax-42x-5200 FAX: 509-420.7127 FROM OLDS CAPE BUIDERS INC PHONE NO. : 506 420 7327 Apr. 10 2002 03:49PM P2 o4tr1E r0� ' z .. Massachusetts Department of Environmental Protection ....��..,... y - r Bureau of Resource Protection - Wetlands 9Q H " Tr. � WPA Form 2 -- Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 TOW Or BARNSTABLE ORDINANCES ARTICLE XXVII A. General Information Important: When filling out From: forms on the computer,use Barnctal,le only the tab Conservation Commission " key to move To: Applicant Property Owner(if different from applicant): your cursor- d0 not use the Andrew Eatr1. RJ1,erA k Tlchrn Finn return key. Name Name c/o Andrew Hatch 110 Annabelle Point Road 110 Annabelle P6"*Dt Road 1' Mail:no Address Mailing Address Centerville, MA 02632 Centerville, MA 02632 Cityl-ioh•n - S:a:e Zip Code Tit 'O'wn State Zip Code 1. Title and Date of Final Plans and Other Documents: Proposed Septic system Upgrade Revised September 27, 2000 7itie w Fina:Date(or Revised Date if^liable. i' 2. rDate Request Filed: a '. October 6, 2000` B. Determination Pursuant to the zuthority of M.G.L. c. 131•§40.tie Conservation Comm?ssion considered your Request for Dete,mine5on of Appiicabifty,with its supporting documenta5on,and made the following Deterrninatx. Project Description(if 2ppli:a5le): Proposed septic system upgrade. Project Location: 110 Annabelle Point Road Centerville StrEa.f dt'%5 C�y/Tl oy"n 210 043 i.55^SSOrS Map.' Pace Re. CieOC FROM OLDE CAPE BUIDERS INC PHONE NO. : 508 420 7327 Apr. 10 2002 03:49PM P3 Massachusetts Department of Environmental Protection ,F CC Bureau of Resource Protection - Wetlands WPA Form 2 — Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Determination (cont.) ❑ 6. The following area and/or work, if any, is subject to a municipal ordinance or bylaw but not subject to the Massachusetts Wetlands Protection Act: ❑ 7. If a Notice.of Intent is filed for the work in the Riverfront Area described on referenced plan(s) and document(s), which includes all or part of the work described in the Request,the applicant must consider the following alternatives. (Refer to the wetland regulations at 10.513(4)c_for more information about the scope of alternatives requirements): ❑ Alternatives limited to the lot on which the project is located. [J Alternatives limited to the lot on which the project is located, the subdivided lots, aad any adjacent lots formerly or presently owned by the same owner. ❑ Alternatives limited to the original parcel on which the project is located, the subdivided parcels, any adjacent parcels, and any other land which can reasonably be obtained within the municipality. ❑ Alternatives extend to any sites which can reasonably be obtained within the.apprWiate region of the state. Negative Determination Note: No further action under the Wetlands Protection Act is required by the applicant. However,if the Depanment is requested to issue a Supe;seding Determination of Applicability,work may not proceed on this project unless the Department fails to act on such request within 35 days of the date the request is post-marked for certified mail or hand delivered to the Department. Work may then proceed at the owner's risk only upon notice to the Department and to the Conservation Commission. Requirements for requests for Superseding Determinations are listed at the end of this dooament. ❑ 9. The area described in the Request is not an area subject to protection under the Actor tite Buffer Zone. ❑ 2. The work described in the Request is within an area subject to protection under the Act. but v--X not remove, fll, dredge, or alter that area. Therefore,.said work does not require the filing of a Notice of Intent. ❑ 3. The work described in the Request is within the Buffer Zone, as defined in the regulations.bu_ will not alter an Area subject to protection under the Act. Therefore, said work does not require the filing of a Notice of Intent, subject to the following conditions (if any). Staked strawbales shall be deployed on a discretionary' basis as needed— along the work limit line to contain fill and prevent edi_mentaclon of r-W buffer zone. ❑ 4. The work described in the Request is not within an Area subject to protection under the Act (including the Buffer Zone). Therefore, said work does not require the filing of a Notice of Intent. unless and until said work alters an Area subject to protection under the Act. kei C2'"t I FROM OLDE CAPE BUIDERS INC PHONE NO. : 508 420 7327 Apr. 10 2002 03:50PM P4 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands F s1 WPA Form 2 — Determination•of Applicability w �- ' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Determination (cont.) ❑ 5.The area described in the Request is subject to protection under the Act. Since the work described therein meets the requirements for the following exemption, as specified in the Act and the regulations, no Notice of Intent is required: Exempt Activity(site applicebla s:atua:ory/regulatory provisions) .w ❑ 6. The area and!or work described in the Request is not subject to review and approval'by: Name of Municipality Pursuant to a municipal wetlands ordinance or bylaw. Name Ordinance or Bylaw Citation C. Authorization This Determination is issued to the applicant and delivered as follows: ❑ by hand delivery on ® by certified mail, return receipt requested on November 7,. 2000 Date Da:e This Determination is valid for three years from the date of issuance(except Determinations for Vegetation Management Pians which are va!id for the duration of the Plan). This Determination does not relieve the applicant from complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. This Determination must be signed by a majority of the Conservation Commission.A copy must be sent to the appropriate DEP Regional Of-ice (see Appendix A)and the property owner(if different from the applicant). Signatures: � � a r /Vo 1: >� t7 boa� Da;. WPA Go-[ - Re• C2"C FROM OLDE CAPE BUIDERS INC PHONE NO. 508 420 7327 Apr. 10 2002 03:50PM P5 Massachusetts Department of Environmental Protection ♦x r Bureau of Resource Protection - Wetlands WPA Form 2 — Determination of Applicability a Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 s D. Appeals n owner of land ab i tin the h applicant, owner, any person aggrieved by this Determination, any 9 The pp the city or town in which i done, ty Sand upon which the proposed work s to be do or any ten residents of such land is located, are hereby notified of their right to request the appropriate Departrmnt of Environmental Protection Regional Office (see Appendix A) to issue a Superseding Dewmination of Applicability.The request must be made by certified snail or hand delivery to the Department,with the appropriate filing fee and Fee Transmittal Form (see Appendix E: Request for Departmental Action Fee Transmittal Form) as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Determination.A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant if he/she is not the appellant. The request shall state clearly and concisely the obiections to the Determination which as beins appealed. To the extent that the Determination is based on a municipal ordinance or bylaw and not on the Massachusetts Wetlands Protection Act or regulations, the Department of Environmental Protection has no appellate jurisdiction. Re,010 ' OF THE Tp�, Town of Barnstable Regulatory Services • BM MSTABLE, y MASS. �, Thomas F. Gciler,Director Q3 1639. �0 ArFo,��A Public Health Division Thomas McKean,Director 367 Main Street,Hyannis,MA 02601 _ I Office: 508-862-4644 Fax: 508-790-6304 June 28, 2001 Mr. Bernard T. Kilroy, Esquire Kilroy and Waren, P.C. Attorney's at Law 67 School Street P.O. Box 960 Hyannis, MA 02601 Re: 110 Annabelle Point Road Dear Mr. Kilroy, Your are granted permission, on behalf of your client Andrew Hatch, to install a holding tank at 110 Annabelle Point Road Centerville. The permission is granted with the following conditions: 1. The holding tank shall serve as a temporary solution to the failing system now serving the premises. 2. It shall be installed in substantial compliance with the submitted plans dated June 13, 2001. 3. The tank shall be equipped with an alarm system, which shall be connected into an alarm company. The alarm company personnel shall be made aware of the need to contact a septage pumper/hauler when the tight tank alarm is sounded. 4: The variance expires in five years, on July 1, 2006. y Permission is granted because the tight tank is temporary; town sewer is anticipated in this area in approximately five years. The town.council has recently approved funding for designing the sewer lines in this area. The applicant has agreed to connect the dwelling into town sewer as soon as it becomes available. Zm.ner rs m , M.S. .H. Acting Chairman Qy F'THE r, DATE: BAMSTAB FEE: 9 NAM. �O1Fp N319A�A1� Town . :BY 1 own of Barnstable SCHED. DATE: Board of Health 367 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.R.ask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.FI. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property .Address: 110 Annabelle Point Circle Centerville, MA 02632 Assessor's Map and Parcel Number: M210/P43 Size of Lot: Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: APPLICANT'S NAME: Andrew Hatch Phone 508-790-4570 Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON��� Name: Andrew Hatch Name:Paul E. Sweetser P.L.S. l/ Address: 110 Annabelle Point Rd. Centerville Address: 900 Rte 134 # 15 - S. Dennis, MA Phot,e: 508-790-4570 Phone: 508-385-6530 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) 310 CMR 15.211 Distances: 10' to Failed Septic System" Property line Required, 5' Proposed, Variance 5' Requires Deed Restriction for 2 bedrooms persuant to _ 310 CMR 15.203 _C/tecklist('to be completed by office sta f person receiving variance request application). Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of floor plan submitted (e.g. house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this retauest Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeti_ln�g" . M date at applicant's expense(for Title V and/or local sewage regulation variances only) fle Full menu submitted (for grease trap variance requests only) Variance request application fee oliected(no fee rot lifeguard modil,cation renewals,greast trap variance renewals Isante ownerileaonnfvlr� Opo H4 �qq din.ng vannncc renewals isame ownedle=• nlyl,anJ vannnces to repair failed srwage disposal systems lonly if no expansion to the building proposedl) `^�ljz/o, °`p Variance request submi at least 15 days prior to meeting date j VARIANCE APPROVED Susan G. Rask, R.S.. Chairmdn, NUT APPROVED Sumner Kaufman, M.S.P.H. ' t r, t ' REASON FOR DISAPPROVAL _ Ralph A. Murphy, M.D. Q:/WP/VAP.IREQ pF DATS s •URNWABL& _ FSSs Ajf1 39. Town of Barnstable REC. BY Board of Health 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kauftnan,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE FO T FORM left LOCATION Property Address: 110 Annabelle Point Road, Centerville Assessor's Map and Parcel Number: 210, Pc 1 43 Size of Lot: •46 ac Wetlands Within 300 Ft. Yes X _ Subdivision Name: No Business Name: APPLICANT CONTACT PERSON Name: Richard Finn-E. B. Horn Co . Name: John O'Reilly , P. E. Bennett & O'Reilly , Inc. - Address: 429 Washington St . Boston Address: P. 0. Box 1667 , Brewster, MA MA 02108 02631 Phone: Phone: (5 0 8) 8 9 6-6 6.3 0 FAX: FAX: (508) 896-4687 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) 310 CMR 15 . 305 : Upgrade _Upgrade to town sewer pending. seeking waiver to upgrade to Title 5 pending . installation of town _ sewer . 1 e l' (to be completed by office staff-person receiving variance request application) Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only)` Full menu submitted(for grease trap variances only) Variance request application fee collected(no ree for fireguard modification renewal,,grease tnp variance renewals(tame ownerntasee only),outside dining variance renewals(same owneAeasee only),and variances to repair failed sewage disposal systems(only irno expansion to the buildinB sopRaedn �1 Variance request submitted at least IS days prior to meeting date 10 j rw VARIANCE APPROVED Susan G.Rask,R.S.,Chair.an Of, s NOT APPROVED Sumner Kaufman,M.S.P.H;�(/ ! REASON FOR DISAPPROVAL Ralph A.Murphy,M.D.'I Q:/WP/VARIREQ • V a Date September 1 , 1998 To all Abuttors of 110 Annab 11e Point Rand Centerville Dear Abuttors I am writing to inform you of our request for variances from the State Environmental Code Title V, and from local Board of Health Regulations in regards to our new septic system which will be installed at 110 Annabelle Point Road, Centerville We are requesting a variance from Board of Health Regulation which requires Code 310 CMR 15 , 305 - Upgrade. Seeking a waiver to upgrade to Title 5 pending installation of town sewer. The Board of Health meeting will be held on Tuesday , 1998 at 7:00 p.m., or as soon thereafter as practicable at the Second Floor Hearing Room, New Town Hall, 367 Main Street, Hyannis, MA. The letter is to serve as an official notification to abuttor(s). Sincerely yours, Mr. Richard Finn, Owner Name Q:health\wpfiles\abbutor B`E1NNET T A 0 1 RE I L Ly, Engineering, Environmental & Surveying Services 1573 Main Street Sanitary PO Box 1667 21E/Site Remediation Property Line Site Development Hydrogeologic Survey Subdivision Brewster,MA 02631 Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 Water Supply Consulting Trial Court Witness 508-896-4687 Fax August 31, 1998 B098-1832 ABUTTORS TO Assessors's Map 210, Parcel 43 110 Annabelle Point Road Centerville Man Parcel Name& Address of Owner 210 32 Marilyn P. Fawkner 119 Annabelle Point Road Centerville,MA 02632 210 40 Raymond J. Kennedy 95 Annabelle Point Road Centerville,MA 026321 210 41 Kenneth R Amesbury 105 Annabelle Point Road Centerville, MA 02632 210 44 Leonid&Maya Simanovsky 77 Willow Run Drive Centerville, MA 02632 210 56 Irwin Jacobs 81 Willow Run Drive Centerville, MA 02632 211 17 Jacob Kesten 50 West 96th Street New York, NY 10025 211 16 Opeechee Heights Association, Inc. c/o Tom Nutile, Treasurer P. 0. Box 23 131 Yacht Club Road Centerville, MA 02632 L ®so 'o ba g o0' - 33 ®..82 m .23 AC .1144, TOWN OF BARNSTABLE. MASSACHUSET 32 S !eASSESSORS MAPS .174C r0 �1 tie y /p ® RED WING TRAIL •224C 29 1ti 66 79 Ji I 4O4c n o 35 4 I.L J = o L a r -to ® .084C .194C 4 � f POND ''° WEOUAOUEr ©. 9 y 314C qp - J 190 v 83 90441 4 Z t 0O p 80 60 © h O y 9 7 2?? 9 J .354C 3e 66 _ 49 P 65 .: 4C 26O JA .. 13 J34C 39 46 `O 6P� 6pC .J34C A ®.21 ! 19AC 4,6 }2 28 qC o J°HNNY 7! 9 - r co 9l.s /3 ^ 45 4t CAKE 16 -lb34C ol.s ^ 24C O2g'_Z 4e 90 9C RD I,(,��LL. 14J w 100.5 ' .214C 47 / 59 w c. G 0i 62 45 .QC ,244 /56 c ® � C A64C .44 ��� t 61 7 14 2S o o ® '� As 94C S \ 1 > � y' b9 ,s O ,2Q t 200 g 3 68 !a 3 34C T#"'r �4C �•`1 \\ • a q° 1 t p C � 12) 9/ J e r� LIrvL� 46 �( ^ •�° \_ w4� % 0 ^ .55Ac V r�3 N 4C 6 .Qd 1 24 \\_4 Qo 34 _ EEOC rs 6 7 I '324C w Jg3 '40 .1g4 G 69 F (,gab + ,1uc 70 474C' 7 ,40 s1 4C 1.• ` 61 .4TQC �I ` '23 O h 1 12p 100•S C O O 4e4c .1�J f 09 L ---- ?1 4 to C v 53 p 77 o i r e`^ 49 • .,.AC 70 11 ^ .51AC �Il a .534C `J n O 03 d 3.404C ® © 4,84 2I i O 50 41 i a '234C s° 1.52AC '52. S _ I 76 o d 71 'O ..0 .464C_ .55 AC .68 4C r es N 20 > it 23 4C o 93 J ®6:51 1� 4 4 x20.s 51 0` ; 6 72 73 74 75 0 0 9 I: 1S G R E A T •24 AC u .27AC .274C .2B DC .30 AC a •26A 87 z50-s C 2a0 ex � 23 6• ,pp HOC 69� 2� � .274C r rr 9� 2i! M 138 4S ._, too 4 R �! S N 26 C I36-1 P P'136'2 18f. 132 c9 1"TB4C 9 .34A(_ + P .34AC 3S., 'Q) H .626C ry /•OOAC 137 O 40 > At 4y .69 AC n ie °s° v 13l s�o 13Lj tat 4 _ O 3g4e IJ9-3 �. .41^C H.41Ar_ I.17gC - a ��\ 2` _ ♦ > 4 lop -934C-sa l,3 30ssc 1e .43aC `yp.T� I,OOAC c-1 AOo �r iC u Z14C 143 1$e•1 C .264C 36AC .V $9 , rva t •+ 1 REAL ESTATE An Association of Independent Real Estate Agents July 28, 1998 Mr. Glen Harrington Town of Barnstable Board of Health 367 Main Street Hyannis, MA 02601 Dear Mr. Harrington: I understand from our recent conversation that the Board of Health is unable to issue a Title V variance for the property at 110 Annabelle Point Road at this time based upon the information provided in the July 15 letter from the Town Engineer, Mr. Burgman. I am once again requesting your advise. In marketing this property, the buyers will be made aware of the existing non-conformity and possible alternative solutions. The easiest, of course, would be to apply for a variance if the town elects to appropriate the funds for FY 2000. The other would be to have an approved alternative system readily available. In that regard, I enclose information on the Fast Waste Water Treatment System which I understand has been installed in many locations on the Cape. Accordingly, I have two questions. • At the time of sale, will the buyer be allowed two years from the date of purchase to either apply for/receive a variance with the assurance from the town that the sewer will be installed at the property within a time acceptable to the Board of Health? • Is the Fast Waste Water Treatment System one that has been approved by the Board of Health and would it be suitable for the 110 Annabelle Point Road site? Thank you very much for your continuing consideration and advise. I will `phone you for an appointment, hopefully with the next few days during your office hour. Sin\�����C` Walt Silva, 790-23 00 Tradewinds Plaza 1252 Route 28 1533 Falmouth Rd., Route 28 290 Route 130,Unit#1 South Yarmouth,MA 02664 Centerville,MA 02632 Sandwich,MA 02563 (508)398-0600 (508)790-2300 (508)888-8008 Fax(508)398-0684 Fax(508)790-1388 Fax(508)888-8133 07-22-1998 12:15PM FROM Today REAL ESTATE Cville TO 97906304 P.03 dF� Town of Barnstable _ r Department of Public Works 16%9.,,� Engineering Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4088 Thomas I Mullen Fax: 508-790-6400 Superintendent July 15, 1998 Mr. Walter J. Silva Today Real Estate 1533 Falmouth Road/Route 28 Centerville,MA 02632 RE: 110 Annabelle Point Road, Centerville,MA Dear Mr. Silva: The availability of municipal sewers, for above referenced property I otter the following information. The property at 110 Annabelle Point Road, is in an area of concern identified as needing sewers by the Town's Wastewater Facility Plan. The identified area is considered one of the 2 highest priority areas needing attention. In 1998, a request was made that funds be provided in the FY 99 budget to begin the design of the sewer collection system. The Town Council did not approve the funding request. The DPW will again request the funds for FY 2000. 1 cannot predict when the funding will become available. I estimate from the time funds are made available, that the completed. sewers could be ready for abutting properties to connect within 5 years_ I hope that this information is useful to you. Please call this office for further assistance. Very truly yours, ert A. Bur ann,P.E. own Engin 07-22-1998 12:16PM FROM Today REAL ESTATE Cville TO 97906304 P.04 Long Report -Prove Proverty Records 07/15/1998 Page 1 Address 110 Annable Pt Rooms County Barnstable Bedrms Town Barnstable FullBths POStOffice Centerville HalfBths State TotalBths ZipCode 02832 Stories CarrierRoute SgFt 1,428 Assrs Map 210 CenTract Asses Page 043 CenBlock Use Code 101 -Single Family Acres 0.46 PropertyDesc Frontage 160 Zoning AdditPropos Depth LandDesc YrBullt Irregular LandDimen MLS Information Area YearBuilt Rooms Stories Complex Pool Bedrms #Cars Subdivision Basement FullBths #Units Style Fireplace HalfBths Acres Type Heat/Cool SgFt Vbter/Sewer FloodPln Siding/Const MilesBch OWnerNamel Richard S. S Debra L. Finn Phone OwnerName2 MailAddress1 16 Standish Way MailAddress2 MailCityStZip Wayland,MA 01778 CarrierRte TaxYear 1996 LandAsmt $90,900 Bttrintrst Taxes $2,475 Improvmn $90,800 BttrAmnt FireDist CO TotalAsmt $181,700 All dqq SuW to ERRORS.OMISSIONS.a RF-VISIQN$end fe NOT WARRANTeo TOTAL P.04 07-22-1998 12:15PM FROM Today REAL ESTATE Cville TO 97906304 P.02 REAL ESTATE An Associadon of Independent Real E-Uale Agants July 22, 1998 Mr. Glen Harrington Town of Barnstable Board of Health 367 Main Street Hyannis,MA 02601 FAX: 790-6304 Dear Mr. Harrington: On July 15 I spoke to you about the Title V problems associated with a property I am about to market at 110 Annabelle Point Road. You provided me with a copy of DEP 310 CMR, 15.305,Deadlines for Completion of Upgrades, and advised me to speak with W. Burgman,the Town Engineer, in order to ascertain a date at which town sewer could reasonably be expected to be available to homes on Lake Wequaquet. I enclose 1vlr. Burgman's letter. It is my hope that you will be able to use this information to justify a variance until such time that town sewer becomes available. At that time property owners would, of course, be required to hook into the system. 1 understand too that there are other requirements and restrictions that you would make in the interim. These might include various rectification procedures should problems arise as well as an agreed to schedule of regular pumping of the system. I appreciate you assistance in this matter and will be grateful for your further advise on how next to proceed. �Very sincerely'''' Walter Y. Silva,Realtor® (508)790-2300 (509) 790-1388 FAX Tradewinds Plaza 1252 Route 28 1533 Falmouth Rd.,Route 28 290 Route 130,Unit#1 South Yarmouth,MA 02664 Centerville,MA 02632 Sandwich,MA 02563 (508)398-0600 (508)790.2300 (508)888.8008 Fax(508)398.0694 Fax(SOS)790-1388 Fax(508)883.8133 05/31/2001 12:50 7757528 BERNARD KILROY PAGE 02 KILROY.& WARREN, P.C. ' ATTORNEYS AT LAW 67 SCHOOL STREET BERNARD T. KILROY P.O. BOX 960 aANXRUPTCY COUNSEL LAURIE A. WARREN HYANNIS, KASSACHUSETTS 02601-0960 WILLLAM G. BILLINGHAM TELEPHONE (508) 771-6900 TELEFAX (508) 775-7526 May 31, 2001 VIA FACSIMILE ONLY 508 790-6304 Attn: Susan G. Rask. R. S.,, Chairperson TOWN OF BARNSTABLE Board of Health 367 Main Street Hyannis, MA 02601 IN RE: 110 ANNABELLE POINT ROAD CENTERVILLE MA 02632 ANDREW HATCH, OWNER OUR FILE NO. : 99-87 Dear Ms. Rask: On behalf of Mr. Hatch, request is hereby made to be placed on the next available agenda to discuss the possibility of installing a tight tank disposal system as a .temporary solution to the failing system now serving the premises . . ' I have discussed the matter with Mr. McKean and he suggested that I make this request of you. Please let me know as soon as possible of the availability of an agenda opening. I propose to have the owner and the engineer present to discuss the matter with you- Very truly yours, W N, P.C. , 1 ` ;rn4arT. �iroy BTK:j z CC: Mr. Andrew Hatch Paul E. Sweetser, P.L.S . k:\realeee\hatch\annabe11e\raak 05/31/2001 12:50 7757526 BERNARD KILROY PAGE 01 KILROY & WARREN, P . C .- ATTORNEYS AT LAW Bernard T. Kilroy Laurie A. Watran 67 School Street (508) 771-6900 P.O. Box 960 (508) 775-.7526 (Fax) Hyannis, MA 02601-0960 FAX COVER SHEET Date: Mav' 31, 2001 Time: To: Susan G. Rask, R.S. Fax No, : 508-790-6304 From: Bernie Kilroy, Esquire Pages (including cover) : 2 For Please Copy to Urgent x Review Reply Client Con=ent s: IF YOU DO NOT RECEIVE ALL THE PAGES, PLEASE CALL SENDER' S TELEPHONE NUMBER AS SOON AS POSSIBLE. **NOTICE OF CONFIDENTIALITY** THIS TRANSMITTAL MAY CONTAIN INFORMATION THAT IS PRIVILEGED AND CONFIDENTIAL AND IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY NAMED ABOVE. IF THE READER OF THIS TRANSMITTAL IS NOT THE INTENDED RECIPIENT OR THE EMPLOYEE OR THE AGENT RESPONSIBLE FOR DELIVERING TO THE INTENDED RECIPIENT, YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, DISTRIBUTION OR COPYING OF THIS COMMUNICATION IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE .NOTIFY US IMMEDIATELY TO ARRANGE FOR INSTRUCTIONS AND ADVICE. h:\Aex\£ax.Ol 1 TOWN OF BARNSTABLE OFFICE OF BA2�B9TABb$ r BOARD OF HEALTH y HAS& pj °0 1639• `00 367 MAIN STREET Mph HYANNIS,MASS.02601 October 6, 2000 Paul Sweetser, P.L.S. 900 Route 134, #15 South Dennis, MA 02660 RE: 110 and 122 Annabelle Point Road Centerville, MA 02632 Dear Mr. Sweetser: You are granted a variance on behalf of your clients Andrew Hatch and Jacob Kesten, to install two onsite sewage disposal systems servicing 110 and 122 Annabelle Point Road, Centerville. Both soil absorption systems will be located f at 122 Annabelle Point Road, Centerville. It should be noted that no variances are needed for#110 Annabelle Point Road. The variance granted is as follows: 310 CMR 15.211: To install a soil absorption system only five (5) feet away from the property line in lieu of the ten (10) feet minimum setback required. This variance is granted with the following conditions: (1) The owner of#110 Annabelle Point Road, shall obtain an easement from the owner of#122 Annabelle Point Road, in order to place a soil absorption system there. (2) The owner of#110 Annabelle Point Road shall record a deed restriction at the Barnstable County Registry of Deeds, limiting the dwelling to two (2) bedrooms maximum. A properly worded deed restriction shall be prepared at the applicant's expense and shall be signed by the property owner. A copy of the recorded deed restriction shall be submitted to the Public Health Division prior to obtaining a disposal works construction permit for the proposed septic system servicing #110 Annabelle Point Road. sweetsr (3) No more than two (2) bedrooms are allowed at #110 Annabelle Point. Road. No more than three (3) bedrooms are allowed at#122 Annabelle Point Road. Dens, study rooms, finished attics, sleeping lofts and similar- type rooms are considered "bedrooms" according to the Massachusetts Department of Environmental Protection. Tl-`c; ;�esggning engineer shall supervise the constrUction of.the septic systems and shall certify in writing that the septic systems are installed in strict accordance with the submitted plans dated revised 9/27/2000. This variance is granted because the existing cesspools are located within thirty (30) feet of Lilly Pond and are, in all probability, sitting in the groundwater table. It is believed the proposed replacement septic systems, which were well designed and only require one minor setback variance, may therefore alleviate sources of pollution to the pond. Sincerely yours, tusa`nG. Rask, R.S. Chairperson Board of Health Town of Barnstable SGR/bcs sweetsr SENDER: I also wish to receive the ` a ■Complete items 1 and/or 2 for additional services.w following Services(for an ■Complete items 3,4a,and 4b. (f 0 ■Print your name and address on the reverse of this form so that we can return this extra fee): i card to you. v d ■Attach this form to the front of the mailpiece,or on the back if space does not 1.[1 Addressee's Address •2 m permit. 2.El Restricted Delivery 0)■Write"Return Receipt Requested"on the mailpiece below the article number. ry fn ■The Return Receipt will show to whom the article was delivered and the date delivered. Consult postmaster for fee. .t. 0 3.Article Addressed to: .� 4a._Article N rr�er ,51 (12 d Marilyn P. Fawkner ab.Service Type 0 119 -Annabelle Point Road [I Registered ertified N Centerville , MA 02632 ❑ Express Mail Insured y ❑ Return Receipt for Merchandise ❑ COD a 7. Date of very�� Y � 0 rM6. .Received By: (Print Name) 8.Addressee's Address(Only if requested Y and fee is paid) L Sign !(Add see o Agent s i 'i S Fo 3811,Decemberatoz5s5-98-B-0229 Domestic Return Receipt t- '- -'I is � UNITED STATES POSTAL SERVI _EirsLQlass Mail rj 4 O e_�_Fees Paid u, PS No:G-fO CL •Print yo�-[.;natnb,`ad�" ss, and ZIP Code in this box *-w .... f BENNE I ; 6, v t,EILLY, INC. 1573 Main Street P.O. Box 1667 Brewster, MA 02631 �:.�.:.:,�.�-z�..�::••a ili�����l,1�1l���+I{��;�!!l���i�ll,��li��l���i�ll„I�„►1,1„! � SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.'Also complete A. Received by(Please Print Clearly)11 B. Date of Delivery item 4 if Restricted Delivery is desired. `—2,0—dv ■ Print your name and address on the reverse so that we can return the card to you. C. Signature ■ Attach this card to the back of the mailpiece, ❑Agent or on the front if space permits. ❑Addressee D. I delivery address different from item 1? ❑Yes 1. Article Addressed to: f YES,enter delivery address below: ❑ No +3-0'c& 3.A Cent Type Certified Mail El Express Mail f.. (0L)2,5 q Registered ❑ Return Receipt for Merchandise ° ❑ Insured Mail ❑C.O.D. �I 3 t.c1 4. Restricted Delivery?(Extra Fee) ❑Yes S 2.Arficclle Number( opy from seri label) -----"-� PS-Forr i `•;`i"•q i' a =. F 595-00-M-0952 a UNITED STATES POSTAL SERVICE v First-Class Mail Postage-&Fees Paid _ USPS Permit No.G-10 • Sender: Please print your ria oe,,aaddress, and ZIP+4 in this box •; _ �t .�j was Wq I SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete Items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B ate of Delivery .I item 4 if Restricted Delivery is desired. It ,d'i ■ Print your name and address on the reverse so that we can return the card to you. C. i , re ■ Attach this card to the back of the mailpiece, X "C4" ❑Agent or on the front if space permits. t ❑Addressee 1. Article Addressed to: d D. Is delivery addres i erent frot item 1? ❑Yes �Q`�9` If YES,enter deliv address below: ❑ NoCW � CQ. p���' �(l LL+D(,) '�A O a1^/ ^ 3. Service Type �`v certified Mail ❑ Express Mail -1215egistered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from service label) . PS Form 3811,July 1999 Domestic Return Receipt /� 102595-00-M-0952 4I4 UNITED STATES POSTAL SERVICy First-Class Mail C1"j4 Postage&Fees Paid F N Permit No.G-10 nil • Sender: Please print a>Zar?hziri6,� ddress, and ZEP+4 in.this:box• _ i S i i i i SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Received by(Ple a Print Clearly) B. Date f D ivery item 4 if Restricted Delivery is desired. � �,/�t. , o- a-� ■ Print your name and address on the reverse so that we can return the card to you. C. Sig ture ■ Attach this card to the back of the mailpiece, X ❑Agent or on the front if space permits. ❑Addressee D. Is delive address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No 'NNETH AMESBURY 5 Annabelle Point Road Interville, MA 02632 3. Service Type Z.Certified Mail ❑ Express Mail XRegistered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from service label) 7000 0600 00) 21.7868 . . 5082 PS Form 3811,July 1999 Domestic Return Receipt V+n TC 14 102595-00-M-0952 UNITED STATES POSTAL SERVICE First-Class Mail Fees "Paid' -_ .LISPS �. a ;= .,Permit_No G'10— I 2 S E P • Sender: Please prin address, and Zl'P+4=inwthisybox'—�- A Paul E. Sweetser Proffessional Land Surveyor 900 Route 134 #15 S. Dennis, MA 02660 4 � � I (DomesticCERTIFIED MAIL RECEIP Only; U.S. Postal Service 1:3 , CO Cj —0 Postage $ CO f- Certified Fee N`CJ Postmark r-q Return Receipt Fee Q �� Here PIJ (Endorsement Required) O �0' Restricted Delivery Fee (Endorsement Required) C3 1 p Total Postage&Fees $ r3 a(Please P'nt- ly)(to be corngete-- f- -_------------------- M Street,Apt.No.•or PO Box No. aL ` Ci State,ZIP+4 ----- ----------------------------------------------- {hl :00 01S MA ortoc� Certified Mail Provides: ■ A mailing receipt ■ A unique identifier for your mailpiece ■ A signature upon delivery ■ A record of delivery kept by the Postal Service for two years Important Reminders: ■ Certified Mail may ONLY be combined with First-Class Mail or Priority Mail. ■ Certified Mail is not available for any class of international mail. ■ NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For, valuables,please consider•Insured or Registered Mail. ■ For an additional fee h,R0'Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811 to the article and add applicable postage to cover the fee.Endorse mailpiec R�'�turn Receipt Requested".To receive a fee waiver for a duplicate return rec i4h USPS postmark on your Certified Mail receipt is required. ■ For an additionall\fee, delivery may be restricted to the addressee or' addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restrictedpelivery". ■ If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. PS Form 3800,July 1999(Reverse) 10259,5-99-M-2087 I Postal (Domestic Mail Only;No Insurance Coverage Provided) CERTIFIED MAIL RECEIPT ur-1 Article Sent To: 51 9 ca —0 Postage $ ca O j I� Certified Fee AV) _ Postm r� Return Receipt Fee l'-f), ` }Here I•LJ (Endorsement Required) C3 C? . Restricted Delivery Fee �. (Endorsement Required) C3 C3 Total Postage&Fees C3 elease Pnnt y)(t a completed b ma' r) --- JJ - '�it t �L --=----- � et Apt.No� r PO Box No - �3 t-S------------------------------- PS Fomi •. July 1999 See Reverse for • Certified Mail Provides: ■ A mailing receipt ■ A unique identifier for your mailpiece I ■ A signature upon delivery s A record of delivery kept by the Postal Service for two years ; Important Reminders. 1 11 ' I ■ Certified Mail may ONLY be combined with First-Class Mail or Priority Mail. ■ Certified Mail is ao't"available for any class of international mail. ■ NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. ■ For an additionaWee;a Return Receipt may be requested to provide proof of delivery.To obtain,Return Receipt service,please complete and attach a Return. Receipt(PS Form 3811�to the article and add applicable postage to cover the fee.Endorse mailpiece 'Return Receipt Requested".To receive a fee waiver for, a duplicate return receipt,a USPS postmark on your Certified Mail receipt is:JI required. v ■ For an additional fee, delivery may be restricted to the addressee or. addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". ■ If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. ;"" IMPORTANT:Save this receipt and present it when making an inquiry. PS Form 3800,July 1999(Reverse) 10259549-M-2087 �l IPostal CERTIFIED MAIL RECEIPT (Domestic Mail Only;No Insurance Coverage Provided) f� 'Article Sent To: O Ul Gf —0 Postage $ Cal ` Certified Fee O�'Nh l =ostmark� D_\ P N` ' Return Receipt Fee a Here N (Endorsement Required) Q C3 31 . 1 C3 Restricted Delivery Fee (Endorsement Required) i l7 / I 0 Total Postage&Fees Na ee�(Please P' Cle (to be completed by mailer) 9 --------------- t7 et A f N or PO Box No City Stat ZIP+4 „` ------- �------------------------------------ Certified Mail Provides: ■ A mailing receipt ' ■ A unique identifier for your mailpiece ■ A signature upon delivery ■ A record of delivery kept by the Postal Service for two years Important Reminders. t ■ Certified Mail may ONLY be combined with First-Class Mail or Priority Mail. ■ Certified Mail is not available for any class of international mail. ■ NO INSURANCE;,COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. ■ For an additional fee, ,Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form§8.1)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for. a duplicate return receipt,a USPS postmark on your Certified Mail receipt is required. ■ For an.additional tfee, delivery may be restricted to the addressee or; addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". +■ If a postmark on the Certified Mail receipt,is desired,please present the arti- cle at the post office for postmarking. If'a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT.Save this receipt and present it when making an inquiry. - PS Form 3800,July 1999(Reverse) 102595-99-M-2087 ( Postal � 5 TIFIED MAIL RECEIPT (�D.Tstic Mail Only;No Insurance Coverage Provided) W ep :Article Sent To: Cn co —00 Postage $ Certified Fee �� {S fq f P��Here t od) in a Return Receipt Fee /� r-U -(Endorsement Required) �/ 0 C3 Restricted Delivery Fee e C3 (Endorsement Required) 3 C3Total Postage&Fees $ 0 e a Please Pri le (to be compl ted by mailer f= t A t ;or PO Box No. ___l � City,State,ZIP+4 �� I i Certified Mail Provides: ■ A mailing receipt ■ A unique identifier for your mailpiece ■ A signature upon delivery ■ A record of delivery kept by the Postal Service for two years Important Reminders: ■ Certified Mail may ONLY be combined with First-Class Mail or Priority Mail. ■ Certified Mail is not available for any class of international mail. ■ NO INSURANCEiCOVERAGE IS PROVIDED with Certified Mail. For valuables,pleas0oonsider Insured or Registered Mail. ■ For an additional fee,a Return Receipt may be requested to provide proof of delivery:`tTo obtain Return Receipt service,please complete and attach a Return Receipt:(PS Form 3811)to the article and add applicable postage to cover the fee.Endor�e mailpiece-',Return Receipt Requested".To receive a fee waiver for a dupligate return receipt;a USPS postmark on your Certified Mail receipt is require ■ For an additional fee, delivery may be 'restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Resthcted Delivery". ■ If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. PS Form 3800,July 1999(Reverse) 102595-99-M-2087" SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Receive by(PI s Print CI ry) B. Date of eli ery item 4 if Restricted Delivery is desired. of Dv ■ Print your name arid address on the reverse so that we can return the card to you. C. Signature ■ Attach this card to the back of the mailpiece, X �ent or on the front if space permits. id) ❑Addressee D. Is d livery address different from item 1? ❑Yes 1. Article Addressed to: _ If YES,enter delivery address below: ❑ No Rd 3. Service Type Certified Mail ❑ Express Mail Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2.. Article Number(Copy from service label) -y� r+� a 1 ~ oo ©c) - ��s T O OPj -a 5ckD PS Form 3811,July 1999 Domestic Return Receipt _k f� 102595-00-M-0952 + 4/4TC- I UNITED STATES POSTAL SERVICE i First-Cl ail xPostage&Fees id' Permit No:G=YO°---- • Sender: Please print our name;ciddress, Ld~ZIP+4-in_this-boz•"'-�--- I Pam. AUG-31-00 10:02AM FROM-RECRUITMENT SOLUTIONS +508 T-053 P-01/01 F-020 Andrew W.Watch 110 AnroMe Pam Road Centerville,MA 020 NO A � b P 3-39 578 940 US Isostal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for International Mail See reverse Sent to /� , /& W A W Po i ,Sta ZIP Cod P /��4 Postage $ Certified Fee Special Delivery Fee Restricted Delivery Fee rn Return Receipt Showing to Whom&Date Delivered Q Return Receipt Showing to Whom, Q Date,&Addressee's Address 10 TOTAL Postage&Fees $ 2, eh Postmark or Date Stick postage stamps to article to cover First-Class postage,certified mail fee,and charges for any selected optional services(See front). 1.If you want this receipt postmarked,stick the gummed stub to the right of the return address leaving the receipt attached, and present the article at a post office service window or hand it to your rural carrier(no extra charge). m V 2. If you do not want this receipt postmarked,stick the gummed stub to the right of the m I! return address of the article,date,detach,and retain the receipt,and mail the article. LO 3. If you want a return receipt,write the certified mail number and your name and address rn on a return receipt card,Form 3811,and attach it to the front of the article by means of the gummed ends if space permits. Otherwise,affix to back of article. Endorse front of article 4 RETURN RECEIPT REQUESTED adjacent to the number. Q 4. If you want delivery restricted to the addressee, or to an authorized agent of thy►. O O addressee,endorse RESTRICTED DELIVERY on the front of the article. co 6. Enter fees for the services requested in the appropriate spaces on the front of this receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811 r o LL 6. Save this receipt and present it if you make an inquiry. a i FTME Toy, Town of Barnstable * Regulatory Services • BARNSTABLE, Mass. g Thomas F.Geiler,Director i6;q. 10 plf13.° Public Health Division Thomas McKean, Director 367 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Mr. Andrew Hatch& Jacob Kesten 110 Annabelle Point Road Centerville, MA 02632 ORDER TO COMPLY WITH 310 CMR 15.00, THE STATE ENVIRONMENTAL CODE, TITLE V. The septic system owned by you located at 110 Annabelle Point Road, Centerville was discovered to be malfunctioning on or about July 22; 1998. More than two (2) years has passed since that time. Title 5 (310 CMR 15.00) requires failed or malfunctioning septic systems to be repaired within two years of discovery. On June 2, 1999 the Board of Health granted Jim O'Reilly multiple variances to replace the septic system based open the engineered plans submitted. More than one year later, on March 13, 2000, a percolation test and a soil analysis was performed by Bernard Young. You are directed to hire a licensed septic system installer to install the system components within forty-five (45) days of your receipt of this order. You are further directed to maintain the system by hiring a licensed septage hauler to pump the septic system to prevent discharge of sewage or effluent into the buildings, onto the surface-of the ground, or in to surface waters. Any person aggrieved by any order issued by the local approval authority may appeal to any court of competent jurisdiction as provided for by the laws of the Commonwealth. O ER OF TH BOARD OF HEALTH s cKean, R.S., C.H.O. ks/q:kesten Town of Barnstable P# Department of Health;Safety,and Environmental Services ��►� Public Health Division Date Q 367 Main Street,I lyannis MA 02601 • HARNBrAHI$ MA98 TtD�d►� Date Scheduled_ -11�A2C/4 3 , Zo00 Time /O 00 Fee Pd. /OV , Soil Suitability Assessment for Sewage Disposal Performed By: p 1 ]'0 M!1V_A Witnessed By: NivA /%, a t?A V0r LOCATION &;G NERAL INFORMATION Location Address ) )0 _ I ZZ ANAIA t3�_L(,C Owner's Name Avo/2Jw /-Arc,4 Q�, J'A GOfS rJ/,VT rasa ic&r*rG0-1v S Address J�0 ( 17-Z Al iv&­r3ect,a (} Assessor's Map/Parcel: Engineer's Name �'wv'`rSd� Sa 2✓ay/wy NEW CONSTRUCTION REPAIR �_ Telephone N 3 0 e (s 5 30 Land Use Slopes(%) 3.S Surface Stones A,4 Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well Alaa ft eA,41.-h) Drainage Way 7 Z. R Property Line 7 10 ft Other Al'.A It SKETCH: (Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) u C3 11 Z_ rLY �.r I Parent material(geologic)�3AR^✓S7-1,o f3wa 00TwA? /V N ,Ab'^/ Depth to Bedrock �i N Depth to Groundwater. Standing Water in Hole: 9 D Weeping from Pit Face _ Estimated Seasonal High Groundwater G 3 y, 9 CO/.,rre, rr6r,--) 4..Aea 15`,era A7' DETERMINATION FOR:SEASONAL HIGH WATER.,.':: 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# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST::::­:`. TimecA Observation Hole# Time at 9" 41' Depth of Perc Lf •S�f 4 Time at 6" Start Pre-soak Time© 0 : V V Time(9"•6") End Pre-soak Rate Min./inch L Z 3 t C>ciki (L 1$, I O,S(.79 Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back---� Copy: Applicant I DEEI' OBSERVATION HOLE LOG Hole# _ Depth from Soil I lorizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % O V 3 Q r� ( GVrn f`a'i +-�r 8 d3it 3 5 A SVI,4V kQAnn �`j� 2e1 Wuts<r 5`0tafive SLV-1 SA'14 1 q y e Vt, 0 WON z(t v N,. tk-t, Ani,c 7.>yr_ Iv {�,�srr��, v� ;� fg t•t m is% 6rdct G�,n�s� S�� Z��Y� S c�r�•a fa*�.vriv� St} 35� l1v1 {.., Mesta. t�� bGvlddS DEEP OBSERVATION HOLE'LOG Hole# Depth from I Soil Horizon Soil Texture I Soil Color I Soil I Other Surface(in.) (USDA) (Munseil) Mottling- (Structure,Stones,Boulderes. .� % Grayell "DEEP OBSERVATION HOLE LOG Hole 9: Depth from Soil Horizon Soil'1•cxture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Douldcres. Consistency.%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil 1•lorizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % Flood Insurance Rate Man: Z SQQ".a f cTay. C 3 19" 4 Above 500 year flood boundary No_ Yes Within 500 year boundary No .+°1i Yes Within 100 year flood boundary No A Yes , Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? XL S If not,what is the depth of naturally occurring pervious material? Certification I certify that on (date) I-hake Ossed'the soil evaluator examination approved by the ti•r Department of Environmental Protection and fhat the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. ` Signature -" "''- __ Date Sewer Information sv�':0 210 c r E i 043-B <<< Sress itiui� # <> cdrssIANNARFLI F POINT D. :< 11Ci CENTERVILLE IF ? In3pcle ........................ ........................ ........................ o f '`: 7 26 00 ter' Installer p4T(f1AG� Q 9/8/00 i l E TOWN OF BARNSTABLE 6�?OF TH to�y� w� OFFICE OF BAaAS&V BOARD OF HEALTH y rose � i6J9 367 MAIN STREET 'EO MPY " HYANNIS, MASS.02601 June 2, 1999 John M. O'Reilly Bennett & O'Reilly Box 1667 Brewster, MA 02631 RE: 110 Annabelle Point Road Dear Mr. O'Reilly: You are granted multiple variances, on behalf of your client Richard Finn, to construct a replacement onsite sewage disposal system at 110 Annabelle Point Road, Centerville, Massachusetts. The variances granted are as follows: 310 CMR 15.211: To construct a soil absorption system eight feet away from the northerly property line, in lieu of the required minimum ten feet separation distance. 310 CMR 15.211: To construct a soil absorption system only five feet away from the westerly property line, in lieu of the required minimum ten feet separation distance. B.O.H. Part VIII, Sect. 10: To construct a soil absorption system 25 feet away from a pond (Lily Pond), in lieu of the required minimum separation distance of 100 feet. 310 CMR 15.211: To install a septic tank only one foot away from the top of a bank. 310 CMR 15.211: To install a pump chamber four feet away from the top of a bank. oreilly2 ,1 y B.O.H. Part VIII, Sect. 10: To construct a soil absorption system only 39 feet away from Lake Wequaquet, in lieu of the minimum required separation distance of 100 feet. These variances are granted with the following conditions: (1) The plan shall be revised by the designing engineer to show an accurate locus map and to accurately describe the existing cesspool location(s). (2) The designing engineer shall supervise the construction of the septic system and shall certify in writing to the Board of Health that the system was installed in strict accordance with the revised plans. (3) The septic tank shall be tested for water-tightness by a professional engineer and the results shall be submitted to the Board of Health. (4) No more than three (3) bedrooms are authorized. Dens, study rooms, finished attics, sleeping lofts and similar type rooms are considered bedrooms according to DER (5) The applicant shall record a deed restriction in regards to the maximum number of bedrooms allowed at this site. A copy of the recorded deed restriction shall be submitted to the Board of Health prior to obtaining a disposal works construction permit. (6) There shall be no change in footprint, upward or outward, of this dwelling at this site. The deck and shed are not considered part of the existing footprint. (7) The existing cesspool(s) shall be removed in accordance with the State Environmental Code, Title V. (8) This dwelling shall be connected to town sewer within 90 days of the future date when a sewer line becomes available to this site. The applicant may remove the deed restriction concerning the number of bedrooms after this dwelling is connected to town sewer. These variances are granted because the applicant demonstrated that the proposed septic system plan meets the maximum feasible compliance standards contained in Title V, the State Environmental Code. Also, the existing cesspool(s) are located approximately 60 feet away from Lake Wequaquet and are in all probability, sitting in the groundwater table. The proposed leaching facility will be more than 200 feet away from Lake Wequaquet and will be 5.3 feet oreilly2 above the maximum adjusted groundwater table. Thus, it is the opinion of the Board, that the use of the new replacement septic system may alleviate a source of pollution to the lake. Sincerely yours, Susan G. Rask, R.S. Chairperson Board of Health Town of Barnstable SGR/bcs oreilly2 � SENDER + � � s: 1, ' i I also wish to receive the 0 ■Complete items 1 and/or 22for additional services. following services(for an Rw ■Complete items 3,4a,and 4b. d ■Print your name and address on the reverse of this form so that we can return this extra fee): IUCI card to you. d ■Attach this form to the front of the mailpiece,or on the back if space does not 1.❑ Addressee's Address dpermit. 2.El Delivery � ■Write"Retum Receipt Requested"on the mailpiece below the article number. N Y ■The Return Receipt will show to whom the article was delivered and the date delivered. Consult postmaster for fee. o 0 3.Article Addressed to: 4 a.Article N�r 0 _r °3 d(')0� D c a Kenneth R. Amesbury 4b.Service Type 0 105 Annabelle Point Roa ❑ Registered Certified tar) (ni Centerville , MA 02632 ❑ Express Mail 0 Insured � w ❑ Return Receipt for Merchandise ❑ COD 0 7. Date�of D ry,,-,, „ o Z 0 _5.Received By:(Print Name) L. 8.1 ddr�ss$g Address(Only if requested nd fee i id) 6. i natu� ddi" ee�,r Age+ � r ~ Vi G 0 'n a �' PS Form 3811,December 19 i B0229 Domestic Return Receipt r MUNITED STATES POSTAL'SERVICE 1 1 1 1 1 1 1 1 1 1ii 1 1 1 }I 1 1 First-Class Mail }} ± } I } Posta e_&Fees Paid i USPS Permit No.G-10 •Print your name, address, and ZIP Code in this box • I BENNETT & O'REILLY, INC. 1573 Main Street P.O. Box 1667 Brewstec, IVIA p�6�1 Op THE Tp� D E: • • E: 1ARNSTABLE. ' 3 MASS. 9� 1639• REC. BY 2 1999 plEDW1A�0. Town of Barnstable to S�CHED Board of Health - 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 110 Annebel_1 P Pei nt Road - Centervi 1 1 P Map 210 Pc 1,..' 4 3 Size of Lot:Assessor's Map and Parcel Number: .46 acre Wetlands Within 300 Ft. Yes x Subdivision Name: No Business Name: APPLICANT CONTACT PERSON Name: Mr. Richard Finn Name: John M. W-Reilly ( Bennett & O' Reill 429 Washington Street P.O. Box 1667 Address: Boston, MA 02108 Address: Brewster, MA`, 0263f Phone: Phone: 5 0 8—8 9 6—6 6 3 0 FAX: FAX: 508-896-4687 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) PLEASE SEE ATTACHED SHEET Checklist(to be completed by office staff-person receiving variance request application) Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variances only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy, M.D. Q:/WP/VARIREQ t BENNETT A 'REILLY, Inc. Engineering, Environmental & Surveying Services 1573 Main Street ' PO Box 1667 Sanitary 21E/Site Remediation Property Line Site Development Hydrogeologic Survey Subdivision Brewster MA 02631Q Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 Water Supply Consulting Trial Court Witness 508-896-4687 Fax VARIANCE REQUESTS FOR: 110 ANNABELLE POINT ROAD CENTERVILLE, MA Maximum Feasible Compliance 310 CMR Title 5 Variances: Section 15.211 Setback Requirements: 1. 8' to the 10' setback for SAS to North lot line. (2' provided) 2. 5' to the 10' setback for SAS to West lot line. (5'provided) 3. 25'to the 50' setback for SAS to surface waters - "Lily Pond". (25' provided) 4. 1' to the 25' setback for the septic tank to the top of bank. (24' provided) 5. 4'to the 25' setback for the pump chamber to top of bank. (2 1' provided) BARNSTABLE BOARD OF HEALTH VARIANCES: 6. 72' from the 100' setback req. for the septic tank to Lily Pond(28'provided) 7. 39' from the 100' setback req. for the septic tank to Wequaket Lake (61'provided) 8. 48' from the 100' setback req. for the septic tank to the drainage ditch. 9. 79' from the 100' setback req. for the pump chamber to Lily Pond. (2 1' provided) 10. 26' from the 100' setback req. for the pump chamber to Wequaket Lake (74'provided) 11. 46' from the 100' setback req. for the pump chamber to the drainage ditch(54' provided) 12. 75' from the 100' setback req. for the SAS to Lily Pond. (25' provided) -k O -)RE1 -OENNETT A LLY, hic. Engineering, Environmental & Surveying Services 1573 Main Street Sanitary 21FJSite Remediation Property Line PO Box 1667 Site Development Hydrogeologic Survey Subdivision Brewster,MA 02631 Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 Water Supply Consulting Trial Court Witness 508-896-4687 Fax August 31, 1998 B098-1832 ABUTTORS TO Assessors's Map 210,Parcel 43 110 Annabelle Point Road Centerville Man Parcel Name & Address of Owner 210 32 Marilyn P. Fawkner 119 Annabelle Point Road Centerville,MA 02632 210 40 Raymond J. Kennedy 95 Annabelle Point Road Centerville,MA 02632 210 41 Kenneth R Amesbury 105 Annabelle Point Road Centerville,MA 02632 210 44 Leonid&Maya Simanovsky 77 Willow Run Drive Centerville, MA 02632 210 56 Irwin Jacobs 81 Willow Run Drive Centerville,MA 02632 211 17 Jacob Kesten 50 West 96th Street New York,NY 10025 211 16 Opeechee Heights Association,Inc. c/o Tom Nutile, Treasurer P. 0. Box 23 131 Yacht Club Road Centerville, MA 02632 �oFTHE To� TOWN OF BARNSTABLE OFFICE OF 9AMSTAM : BOARD OF HEALTH MAD& p i639' \em 367 MAIN STREET HYANNIS, MASS. 02601 October 20, 1998 John O'Reilly,P.E. Bennett&O'Reilly,Inc. P. O. Box 1667 Brewster,MA 02631 RE: 110 Annabelle Point Road,Centerville Dear Mr. O'Reilly: Your request for a variance, on behalf of your client,Richard Finn,to continue to utilize a single cesspool for an indefinite time period at 110 Annabelle Point Road, Centerville, is not granted. You requested a variance from 310 CMR 15.30 of the State Environmental Code,Title V for the continued use of a single cesspool. This provision of the State Environmental Code specifically states a"fiscal commitment to the sewering plan ... shall accompany any such local approval." However,you submitted a letter from the Town Engineer,Robert Burgmann,which reads: "In 1998, a request was made that funds be provided in the FY99 budget to begin the design of the sewer collection system. The Town Council did not approve the finding request." Therefore, a fiscal commitment was not obtained. The Board of Health cannot provide an approval or a variance for such a request to continue to use a system which is failing to protect public health, safety,or the environment unless the town and the applicant both provide fiscal commitments to the sewering plan to complete connection of the dwelling to the sewer within five years. Sincerely yours, Susan G. Rhs1'c, R.S. Chairperson ' Board of Health Town of Barnstable SGR/bcs cc: Robert Bergmann Thomas Mullen Mark Ells oreilly ki Wequaquet Lake Protective Association, Inc. 106 Hayes Road ♦ Centerville,,MA 02632 ♦ Tel: (508) 775-8287 October 9, 1998 Mr. Thomas McKean, Director of Health Town of Barnstable 367 Main Street Hyannis, MA 02601 Subject: Finn Petition For Title V Waiver Dear Mr. McKean: We are concerned about the subject petition and write to state our position in opposition to granting a waiver. While we do not wish to create a hardship for anyone,there comes a time and situation when the regulations must be upheld for the good of a natural resource and the people in general. This is just such a condition. We are as anxious as any group or individual for the proposed sewer system that would serve the residents around Wequaquet Lake to be in place and operable. It behooves all of us to respect the current regulations, restrictions and requirements until such time as the system is up and running. A waiver in this instance would make an exception to the existing Town and State requirements and establish an unfortunate and improper precedent for subsequent petitions. We believe there must be some interim means available to resolve the owner's problem. Perhaps a holding tank arrangement would satisfy the Town and State under present circumstances. This is preferable to a waiver which would ignore a problem, postpone a solution and place the water quality of Wequaquet Lake at risk. We urge the Board of Health to find another answer to the petitioner's request other than a waiver. Sincerely yours, HWW/ Hillard cc: WLPA Officers and Directors President WLPA REAL ESTATE An Association of Independent Real Estate Agents July 28, 1998 Mr. Glen Harrington Town of Barnstable Board of Health 367 Main Street Hyannis, MA 02601 Dear Mr. Harrington: I understand from our recent conversation that the Board of Health is unable to issue a Title V variance for the property at 110 Annabelle Point Road at this time based upon'the: information provided in the July 15 letter from the Town Engineer, Mr. Burgman. I am once again requesting your advise. In marketing this property, the buyers will be made aware of the existing non-conformity and possible alternative solutions. The easiest, of course, would be to apply for a variance if the town elects to appropriate the funds for FY 2000. The other would be to have an approved alternative system readily available. In that regard, I enclose information on the Fast Waste Water Treatment System which I understand has been installed in many locations on the Cape. Accordingly, I have two questions. • At the time of sale, will the buyer be allowed two years from the date of purchase,to either apply for/receive a variance with the assurance from the town that the sewer will be installed at the property within a time acceptable to the Board of Health? • Is the Fast Waste Water Treatment System one that has been approved by the Board of Health and would it be suitable for the 110 Annabelle Point Road site? Thank you very much for your continuing consideration and advise. I will `phone you for an appointment, hopefully with the next few days during your office hour. Walt Silva, 790-2300 Tradewinds Plaza 1252 Route 28 1533 Falmouth Rd.,Route 28 290 Route 130,Unit#1 South Yarmouth,MA 02664 Centerville,MA 02632 Sandwich,MA 02563 (508)398-0600 (508)790-2300 (508)888-8008 Fax(508)398-0684 Fax(508)790-1388 Fax(508)888-8133 AM by, Lcca W �QI, k T Ub �. _ o .� P�Yc�E WkTa ! W L-`( �� `r. �XtSt1►,l� �JD ITio� 10 i Pro, bok V-aG7 Bernard J. Young, P.E. REGISTERED PROFESSIONAL ENGINEER P.0.Box 1539 DENNISPORT, MASS 02639-5539 508-394-1960 Proposed Tight Tank Operation and Maintenance Plan for 110 Annabelle Point Road Centerville, Barnstable, MA For the disposal of sanitary sewage, a tight tank has been installed on this sight in lieu of a conventional septic tank and subsurface soil absorption system. The tight tank receives all sanitary sewage generated in the adjacent dwelling and holds it until it can be pumped by a licensed septage hauler for disposal at the Hyannis Water Pollution Control Facility or other site acceptable to the Public Health Division, Town of Barnstable. The tight tank provides the maximum level of protection for the groundwater and adjacent waterways. The tight tank is designed to contain a maximum of 3051 gallons of sewage. At peak usage, is estimated to have a,capacity of 13 days flow. This period would be extended in time of off-peak usage,and could be shortened by excessive use of water during periods of high utilization, or by leaking faucets or water closets. Audible and visual alarms have been provided to indicate when the tank is 60%full. When the alarm sounds, the audible alarm may be silenced but the visible(light)alarm will continue to operate. At this time,the licensed septage hauler should be called to pump the tank. The septage hauler shall report each pumping to the Public Health Division, Town of Barnstable. . During the first pumping after January 1,April 1,July 1,and October 1 of each year, the septage hauler shall inspect the manhole,tank, and alarms and report any items not in good repair in the pumping report. *a ti DEPAR'fA51;''•! OF Eti11`IRONj\il:.N .AA PROTECT]()"' (4) If required by the local approving authorit,, a minimum of one representative sarnpie may be taken from the in-place fill for a system serving a single family reside;:ce and tested for compliance with the grain size distribution specification. One test per pit per removal day shall be required for systems with design flows of 2,000 gpd or more. (5) Where fill i m s required to replace unsuitable or impeneable soils, the excavation of the unsuitable material shall ex-lend a minimum of five feet laterally in all directions beyond the outer perimeter of the soil absorption system to the depth of naturally occurring pervious material as required by 310 CMR 15.240 .(soil absorption systems) and replaced with fill material meeting the specifications of 310 CMR 15.255(3). (6) Prior to placement of the fill, which shall be stockpiled at the edge of the excavation and filled in gradually, the bottom surface of the excavation shall be scarified and relatively dry. Fill shall not be placed during rain or snow storms. If the water table elevation is above the elevation of the bottom of the excavation,the excavation shall be dewatered as necessary. 1 .260 Tight Tanks (1) Departmental approval of the use of a tight tank is required and may be granted only after review and approval of site-specific plans and only to eliminate a failed on-site system when no other feasible alternative to upgrade the system in accordance with 310 CMR 15.201 through 15.293 exists. Tight tanks shall not be approved for riew construction or for increased flow to existing systems except as approved by the Department for: (a) boat waste pump-out facilities where no other feasible alternative exists;or (b) to serve buildings necessary for the operation of a public water supply where it is not feasible to connect to a sewer or to construct a system in compliance with 310 CMR 15.000. (2) The design of a tight tank shall conform to the following criteria: (a) The tight tank shall be sized at a minimum of 500% of the system sewage design pursuant to 310 CMR 15.201 through 15.293 but in no case less than 2,000 gallons; y.a. (b) plans for the tank shall be prepared, stamped and signed by a Massachusetts Registered Professional Engineer or Registered Sanitarian and submitted to the Department by the applicant for approval; (c) audio and visual alarms shall be set to activate at 3/5 tank capacity in suitably conven- ient location. Transmission of the alarm signal to a locus manned 24 hours per day may be required, (d) the application for approval shall indicate the method and frequency of removal of the contents; (e) the specific location and method of disposal of the contents shall be indicated and be in accordance with 310 CMR 15.401 through 15.422; (f) the tight tank shall have at least one 24-inch diameter cast iron frame and cover at finished grade constructed so as to eliminate entrance of surface waters. Permanent suction piping may also be required; (g) the tight tank shall be located so as to provide year-round access for pumping; (h) a permit to install the tank shall be obtained from the local approving authority; (i) an operation and maintenance plan,acceptable to the local approving authority,shall be implemented which requires monitoring of the system at a minimum frequency of once every three months to ensure proper operation and maintenance; 0) the tight tank shall be waterproof and watertight and shall not be located below the water table without extensive testing to prove the integrity of the tank and design against uplift; and (k) aeration or other method of odor control may be required. (3) The Department may require that monthly reports be submitted to the local approving authority and/or the Department concerning operation and maintenance of the tank. (4) No tight tank shall be utilized until written certification by a Massachusetts Registered Professional Engineer or Registered Sanitarian that the tight tank has been constructed and installed in accordance with the approved plan has been submitted to the Department and the local approving authority. 1113/95 310 CMR-532 310 C,,,iR. DEPARTNfENT OF ENVIROiv:�NT.-�L PROTECTION • 15.260: continued (5) When a sewer system becomes available, any person owning a tight tank shall connect to ` the sewer within 30 days and the tight tank system shall be abandoned in accordance with 310 CIMR 15.354. (6) A copy of the Department's written approval shall be recorded in the chain of title to the Property served by the tight tank. 15 261• I1aP of T;ot,r T � (1) The Department may consider the use of a modified tank in conjunction with a soil absorption system in specific system upgrade situations where the limiting site factor is a percolation rate of slower than 60 minutes per inch. In such cases, application for a variance shall be prepared and submitted in accordance with the procedures set forth in 310 CMR 15.400 and contain system design plans as specified in 310 CMR 15.260 and 310 CMR 15.261(4)and (5)• (2) No tight tank shall be constructed in a velocity zone on a coastal beach, barrier beach, or dune, of in a regulatory floodway. (3) Approval for the use of a modified tight tank soil absorption system will be granted only for sites with a recorded percolation rate between 30 and 90 minutes per inch. (4) The design of the soil absorption system shall be based on a maximum effluent loading rate of 0.15 gpd/square foot. (5) The tank design specified at 310 CMR 14 260 shall be modified to include: (a) an outlet tee designed in accordance with 310 CMR 15.227; (b) a minimum of two-day storage capacity between the outlet invert elevation and the top of the outlet tee;and (c) in the event of a system failure or the activation of the alarm due to effluent backup from the soil absorption system, a manual operating valve or gate located in the tank discharge pipe that allows the pipe to be sealed thus converting the system to a tight tank. 11/3/95 310 CMR-532.1 SPECIFICATIONS FOR TIGHT TANK AND ALARM SYSTEM SOIL TEST DATA LOCUS LEGEND: 1) INSTALLER SHALL FURNISH, INSTALL, AND TEST A TIGHT TANK AND HIGH WATER FLdAT N EXISTING SPOT ELEVATION OX00 SWITCH, ALARM AND CONTROL PANEL. ALL EQUIPMENT TO BE INSTALLED IN ACCORDANCE WITH Date: 03/13/00 Witness: Donna Miorandi Evaluator: B. J. Young EXISTING CONTOUR MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS, AND IN ACCORDANCE WITH 0 o RED 0 FINAL SPOT ELEVATION310CMR15 AND LOCAL REGULATIONS FOR THE DISPOSAL OF SANITARY SEWAGE, AND STATE -4 P4 WING RD Depth Other FINAL CONTOUR ELEVATION 0000 AND LOCAL REGULATONS FOR ELECTRICAL WIRING. ocus I C) from Soil Soil Texture Soil Color Soil (Structure, Stones, Boulders, Z SOIL TEST LOCATION AND ELEVATION 10000 2) ALARM SHALL BE "TANK SENTINEL" OR EQUIVALENT INSTALLED ON SEPERATE CIRCUIT", WITH Surface Horizon (USDA) (Munsell) Mottling Consistency, % Gravel) C1 JONNY 'W:4 UTLILITY POLE -0- CONTROL PANEL AND ALARM IN RESIDENCE. LJ CAKE RD < Z (inches) r >_ - 0 UNDERGROUND GAS, WATER, ELECTRIC, 3) TANK TO BE TESTED TO PROVE WATERTIGHT INTEGRITY. a- 0 LITTLE 3� TELEPHONE, CABLE —G,W,E,T,C— 4) MANHOLE COVERS TO BE WATERTIGHT. ELEV=39.90 0-3 0 Decomposing Leaves, Twigs, t=1 MARSH RD CATCH BASIN WATER AT 90" etc- Lo CAKE RD ELEV=32.4 3-5 E Sandy Loam 10YR 2/1 N Massive, Friable Z Z 5-8 A Loamy Sand 1 OYR 3/2 0 Massive, Very Friable GREAT MARSH ROAD 9 2 8-18 Bwl Loamy Sand 7.5YR 3/4 N Massive, Very Friable ROUTE 28 100' FROM LAKE WEQUAQUET 18-30 Bw2 Loom Sand 1 OYR 5/4- E Massive, Very Friable y X LOCATION MAP PROPOSED HAYBALE, 50' FROM l WORK LIMIT, TYP 30-39 C1 Gravelly Coarse 2.5Y 6/4 Single Grain, Loose, 15% LILY POND PERC RATE: Sand Gravel & Cobbles VARIANCES REQUIRED: I -114 C2 Medium Sand SOILS TEST PROPOSED -77 -7 <2MIN/INCH 39 310CMR15.260 TIGHT TANK ELEV 39,90 3000 CAL EL REGULATIONS TO REPLACE V 7.1 LIGHT TAN�,K, 35.98-34.98 REQUIREMENT FOR SUBSURFACE- 53 DISPOSAL. 6 7 7, 3 7 7 I�A DRIVE 0 P DESIGN CALCULATIONS tl 0 COLS NUMBER OF BEDROOMS. 2 GENERAL NOTES 0 BE REM VE GARBAGE DISPOSAL UNIT NOT ALLOWED 1) ALL WORKMANSHIP AND MATERIAL SHALL CONFORM TO 310CMR15 6.0 DESIGN FLOW AND TOWN OF BARNSTABLE RULES AND REGULATIONS FOR THE DRIVE 2 BEDROOMS x 110 GAL/(BR-DA)=220 GPD. DISPOSAL OF SANITARY SEWAGE, AND SHALL PROTECT BUILDINGS, ....... 500% DAILY FLOW 1100 GAL. PROPERTY, AND WETLANDS RESOURCES. REQUIRED TIGHT TANK CAPACITY (MIN) 2000 GAL 2) CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES. PROVIDED 3000 GAL CONTACT DIG-SAFE AND LOCAL WATER DEPARTMENT 3 BUSINESS X DAYS BEFORE BEGINNING CONSTRUCTION. T_'N 3) CONTRACTOR SHALL LOCATE ALL EXISTING SANITARY- FACILITIES 3 5. ON PREMISES AND REMOVE SAME. ��� 7IR (" - \,, 4) EXCEPT WHERE DESIGNATED, EXISTING AND FINAL GRADES SHALL R32. REMAIN-ESSENTIALLY UNCHANGED. 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING RESTRICTIONS AND/OR REGULATIONS. OWNER/APPLICANT MUST OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6) IF ANY DETAIL OF THIS PLAN IS NOT UNDERSTOOD, CONTACT DESIGN ENGINEER AT 394-1960. 9) 48 HOUR NOTICE IS REQUIRED FOR ANY INSPECTION OR 10 0 10 2U 0 CERTIFICATION REQUIRED. SCALE: 1"=20' AS-BUILT ELEVATIONS IN BOLD RED MEASURED 1128-05 OF 14 As. ERNARD OHM Y UNG No.3 7 ARCH-M BENCHMARK: TOP OF 8" CONCRETE BALLAST FOUNDATION 37.26 APPROVED BY BOARD OF HEALTH 37.12 37.4 ------- 36.66 DATE: AGENT: . 6.42 37.09 CLEANOUT ri 3 A I I 36.56 1.42 BALLAST CALCULATION 36.44 DISPLACEMENT: 17' x 7' x 6.42' X 62.4#/CUFT 47650# ASSESSORS MAP: 210 PARCEL. 43 J— WEIGHT (MFG'S CATALOG) 36000# LILLY POND J 0.25 BALLAST REQUIRED- 11650# PROPOSED TIGHT TANK,' BARNSTABLE, MASS ELEV 34.3 35.00 0.83 4.25 60 % FULL VOLUME DEPTH OF CONCRETE OVER TANK 8$j 110 ANNABELLE POINT ROAD AT DATE 1831 GAL, DEPTH 2.55' WEIGHT: 17' x 7' x (8/12)' x 150#/CUFT 11900# OF SURVEY 34.79 4 AS PREPARED FOR: SCALE ANDREW HATCH DATE: JUN 13, 2001 1"=20' REV.: 6" STONE ON NATIVE SOIL OR MECHANICALLY COMPACTED BASE PAUL E. SWEETSER, PROFESSIONAL LAND SURVEYOR 30.00 3000 GALLON TIGHT TANK BOX 15,_ 900 ROUTE 134, SOUTH DENNIS, MASS 02660 ST-3000-H-20 _ 508) 385-6530 FILE NO. 1720-00 SHEET 1 OF , r F O A 'ALARM SYSTEM : - , : L SPECIFICATIONS FOR TIGHT .TANK AND S 11 IL TEST OtiTA LEGEND.- : TIGHT TANK AND" HIGH WATER FLOA T I 1 INSTALLER SHAfL FU � ISR INSTAL AND TEST A _• A RtTH TA IN AC CO QANCE TO BE 'INS INSTALLED C . Ox00 ALARM AND- CONTROL CONTROL PANEL': ALL EQUIPMENT , NG SPOT. ELEVATION , SWITCH, LA1;tDate. `03 13 00 4ttrtness. ;Donna Mrorandr Evaluator. B. J. Young ` EXIST{ / � _ 9 A R WITH ri 0 a RECOMMENDATIONS, AND tfil ACCORDANCE - a CONTOUR , 00----- MANUFACTURER'S ,SPECIFICATIONS AND RE I o rzr_u EXISTING CO �.--�- c c w f R R} TAT � H ANt�ARY EWAGE AND .. E REGULATIONS FOR THE 4t .E'OSAt_'OF S S I D POT ELEVATION 3tOCMR15 A!� LOCAL. LA FINAL 5 , Depth r ; � ; P . Othe r _ WIRING. �O ..A 1Att Gll R EL ECTRICAL,, _ FORM R ULATOietS F0 ELF L ELEVATION . AND LOCAL EG t � _ FINAL .CONTOUR -from" _. Sarl Sort Texture ; SQrk Color Soil (Structure,; Stones, -- . floulders N Z .: _ 1 � �1 � �tR.,U T Y, PRATE C. 4x0 EQUIVALENT INSTALLED OR `EQUi LE ELEVATION ALARM 'SHALL BE "TANK SE �. S tL TEST LOCATION AND ELE '� 2 L i Surfn�e Horizon USDA ' Muns�tl Mottling 0 ) a zan _ ) ) tt Cansr.tenc , Gravel) g I. . r arCE KB , O a A ` AND ALARM , { N RESIDENCE. -CONTROL P NEL lTY- PALE ,. Inch USLtLi e r HT INTEGRITY. .r _ a !V WATERY G , R EL CTRtC TANK TO BE TESTED _T0 PROVE �. UNDERGROUND GAS, WATER E 3} ; Q — — „_ LITTLE W E T C WATERTIGHT T. EL1 3 3 3Q 0 3 ` 1 A !.E G. `4 MANHOLE .COVERS TO BE WATER G 0 Decomposing Leaves 'Twigs, TELEPHONE, C B } o WATER R AT 90 aE�: sx a CATCH `eastN E dUr .� Massive, Friable 3- 5 E Sand .L am t YR 2/1 N. f 1 ,BEAT MARSH''R[1AD 5 $ : _ A Loamy Sand S OYR 3' 2 0 Massive, V F ,`• q y � tvf�ss e, Very Friable Y , a _1 8 8 n 7.SY N , 44 8wt _ Loam 5a d R 3 4 Massive, Very Friable Y /, ry ROUTE zs 1 t , W Q At�UE T FROM LAKE E U 100 � 1 a o 3 1 v� ` m n YR ff 9 B 2 Loa Sa d 0 5 •� E Massrvz Very Friable , 1 , , , LQCAT�Q N MAPPROPOSED HAY BALE,. E , WORK LIMIT T Yp � 39 C 1 - a Y, Coars e 2 SY 6 4 Single le Grain,,n Loose 15�RC R TE Gravel Cobbles V ES REQUIRED:30 GrvelIROM PE and ARIAN ,LILY PO D _ , ' 7, , ..__ .. (( � <2MtN/INCH 310CMR15. C0 TIGHT TAN K TEST PROPOSE C2 Medru Sand EL • 300a GAL � REGULAT}ONS TO REPLACE ; : E1EV 39.90 � \ 35.s 8 34. 8IGHT TA 7— REQUIREMENT FOR SUBSURFACE � DISPOSAL- 4 rn r r 7 2 , ,i ♦` r- A r , V k O _ 6' ` DRIVE i i - DESIGN CALCULATIONS r- ssP „ . -� NUMBER F BEDROOMS _NU BE 0 . BED 0 S ,. . . 70 6E _ -GENERAL NOTES . i V T W M A T N ALLOWED� 0 GARBAGE DISPOSAL UNIT 0 L ED 1 A WORKMANSHIP A MA RIA HA CONFORM T 1 W � ALL _ AND MATERIAL SHALL CO 0 O a 0CMR15 DESIGN FLOW W DES L �rJ AND TOWN OF 8 RNS1-ABLE RULES AND REGULATIONS FOR THE _ 22 x A R A — GPD. BEDROOMS 10 G L B D � ' �� ) .�— DISPOSAL F Y , WA A HA `PR T BUILDINGS, DR IVE W D OSAL 0 SANITARY SEWAGE, AND SHALL PROTECT BUILD G5, 'S00? DAILY FLAW 1100 GAL , PROPERTY, AW WETLANDS S RESOURCES. , , 0 GA H CAPACITY (MIN) 20 L� REQUIRED TIGHT _TANK CA C , � ) < 9- 2 CONTRACTOR. SHALL VERIFY LOCATION OF EXISTING UTILITIES. , 'PROVIDED 3000 � L ' CONTACT DfGSAFE ANDL0CAL WATER .DEPARTMENT 3 BUSINE SS S Tl . .� '.•...DAYS BEFORE HEGfNNtNG CONSTRUE ON X I Y SHALL AT ALL EXISTING NG SANITARY' FACILITIES . � 3) ,,:CONTRACTORS LL LOC E L E 5 ES , i \j�/ POND _ ON RREAAtSES -AND REDO E SAFELIL � 1 . t TIN A F NA GRADES A , . •., .� - 4 EXCEPT Ytfi-+ERE DEStt�NATED, EX 5 N� NQ I L G DES. SHALL • ' I R AIN ESSENTtA _Y UNCHANGED. H MADE'AS TO A I 5 NO DETERMINATION AS BEEN MADE S C COMPLIANCE ,,WITH w. ) i �` _ . • - � JEE....ED .. ZQN�N_ PE.�TFI..TIUN_c AND 'U EGU_f TtC>NS. c �W Ek AF'F'LCAhtT MUaf vkslAffv ,jaLh ucrt, w,„ ,,., ., , APPROPRIATE AUTHORITY, tTY.- , -. F T i 6 l ANIr DETAIL ;OE HIS: PLAN S NOT UNGERSTUOD CONTACT - 1 960DESIGN ENGINEER AT 394 ■`r 9 4 -H R N 11 t R FOR AN I') 8 HOUR 0 E.E S REQUIRED 0 INSPECTION OR , _ CERTIFICATION t � 5t? ��� REQUIRED. SSCALE:. . 1 =2(Y + P OF _F , 1 1 ` Y , j 0 f _ Q , 3 , I . I 35044 a , ... BENCHMARK. TOP OF t� R BALLAST <.- 8 . 00CETEB LL , ATt , - FouND oN ; APPROVED V Y P 0 ED B BOARD OF HEATH .1 37 2 — - 37.4 ; I I t } DATE. _AGENT 37.09 d 36.42' I • 1.42 CALCULATION � , 36.44 DISFLr _I`MENT. 17- x 7 x 6.42 X 62.4CUFT 47650 ASSESSORS MAP. 210 PARCEL 4 3 I. -, i F ATA WEIGH f, M G S C LOG 36000 LtLL Y-POND A ,A L .� REQUIRED: tt B L650 ..., PROPOSED TIGHT TANK,. BARhISTASLE, MASS 4. ; E LEV 3 3 L-VOLUME 4. 5 o FULL DEPTH .)F CONCRETE OVER TANK 8 35.00 2 110 A1'�hFABELLE POINT ROAD , DA TE 0.83 .. AT E D 2 - 1 1 A DEPTH �,55 7 — , F SURVEY 83 GAL, DEP WEfGHT. 17 x x 8 1�- x 150 CUFT 11900 0 SU E v ... ... AS PREPARED FOR: i SC ALE D 20Q�ATE. . 3UN 13, 'AND REW<HATCH - , 2 Q . 6 REV. STONE ON NATIVE SOIL OR MECHANICALLY COMPACTED BASE PAUL E. SWEETSER PROFESSIONAL-' LAND SURVEYOR i 30.00 SOX '15 900 -ROUTE 134 SOUTH DENN MASS' 3000 GALLON TIGHT TANK IS, 02fi60 ST-3000 H 20- = 508 385 5 , FILE NO . 17` —0 SHEET 1 OF 2,ZO 0 i LOC US SPECIFICATIONS FOR PUMPS,' PUMP CHAMBER, AND PIPING SOIL TEST DATA� N LEGEND: I) INSTALLER SHALL FURNISH,. INSTALL', AND TEST A COMPLETE PUMPING SYSTEM CONS15TING EXISTING SPOT ELEVATION OX00 OF SUBMERSIBLE-SEWAGE PUMPS AND MOTORS, DISCHARGE PIPING, VALVES, FLOAT SWITCH Date. 03/13/00. Witness-_ Donna Miordndi Evaluator: B. J. Young EXISTING' CONTOUR LEVEL CONTROLS, ALARM LEVEL CONTROL, CONTROL PANEL, AND PRECAST PUMP CHAMBER. RED FINAL SPOT ELEVATION ALL EQUIPMENT TO BE INSTALLED -IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND WING RD - Depth Oth FINAL CONTOUR ELEVATION FO 01 RECOMMENDATIONS, AND IN ACCORDANCE WITH 310CMR15 AND LOCAL REGULATIONS FOR THE er OCUS SOXOO SUBSUR fro Soil Soil Texture Soil Color Soil (Structure, Stones, Boulder _j rr) S, SOIL TEST LOCATION AND ELEVATION FACE DISPOSAL OF SANITARY SEWAGE, AND STATE AND LOCAL REGULATONS FOR JDNNY Surface Horizon (USDA) (MLInsell) Mottling Consistency, % Gravel) UTLILITY POLE ELECTRICAL WIRING. CAKE RD (inches) UNDERGROUND GAS, WATER, ELECTRIC, 2) PUMPS SHALL BE' MEYERS SRM4 OR EQUIVALENT INSTALLED ON SEPERATE, CIRCUIT'FROM r 'TELEPHONE. CABLE -G,wE,T,C ALARMS, WITH ONE ALARM IN EACH RESIDERCE, ELEV=39,90 0-3 0 LITTLE ul Decom.posing Leaves_ Twigs, 3) FLOAT SWITCHES, CONTROLS, AND .ALARMS BY SAME MANUFACTURER. INSTALLATION W etc. m CATCH 'BASIN WATER AT 90" MARSH RI ON RAILS AT OPTION OF INSTALLER/OWNER,, 3 5, -1 OYR 2/1 N Massive, Friable Z ELEV=32.4 E Sandy Loom Z 4) ALARM WITH AUD < IBLE AND VISUAL INDICATORS SHALL BE INSTALLED IN EACH DWELLING GREAT MARSH ROAD ON SEPERATE CIRCUIT FROM PUMP. ELECTRICAL WIRING PERMIT WILL. BE REQUIRED. 5-8 A Loamy Sand 10YR 3/2 0 Massive, Very Friable 8-18 Bwl Loamy Sand 7�5YR 3/4 N Massive, Very Friable ROUTE 28 VENT, ENT 18-30 Bw2 Loom y Sand 10YR 5/4 E Massive, Very Friable LOCATION MAP ROPOSED WATER P 15,00 SERVICE TO BE 1 0�00 C1 Gravelly Coarse 2,5Y 6/4 Single Grain, Loose,, 1,5% Sand Gravel Cobbles 5.00 PERC RATE- 5,00 SLEEVED WITHIN 10' OF VARIANCES REQUIRED: C2 Medium Sand 114 23.00 5.00 ANY SEPTIC COMPONENT <2MIN/NCH 39 10,100 3P.11n 310CMR15.211, DISTANCES: 10' TO E L 0 47 / 1 rk 35.98-34.98 PROPERTY LINE REQUIRED, 5 0 100' FROM LAKE WEOUAQUET L PROPOSED, VARIANCE 5' C.) 1.91 1 1 . : Ff V) REQUIRES 'DEED RESTRICTION FOR 2 1;4'S DOSING CALCULATION BEDROOMS PERSUANT TO DOSES PER DAY, 20 310CMR15.203 VOLUME PER 2;WGPD (4 DOSES/DAY) 55 GAL/ 'DOSE ,DOSE 20.00 DRAINBACK VOLUUME (2/12)-2*PI/4*150' 3.2 7 FT-3 _j, -3+55 GAL/7.48 GAL/FT-3)/ DEPTH OF DOSE (3�27. FT X 89,98 "X (8.17'L ,x 4.42'W)= 0.30' N85-4+_ 10.00 DESIGN �CALCULATIONS NUMBER OF BEDROOMS GENERAL NOTES SAS EASEMEN , GARBAGE DISPOSAL UNIT NOT ALLOWED ALL WORKMANSHIP AND ,MATERIAL SHALL CONFORM TO 310CMR15 DESIGN FLOW .RULES AND REGULATIONS FOR THE ND TOWN QF BARNSTABLE A 'BEDROOMS x 110 GAL/(BR-DA)=220 'GPD. 2 SUBSURFACE DISPOSAL OF _SANITARY�^SEWAGE J REQUIRED SEPTIC TANK CAPACITY' T(,MIN)1500 GAL 2) -CONTRACTOR SHALL VERIFY LOCATION OF E50STING U TI LI TI ES. C SSPO LS BE ACTUAL SEPTIC' TANK 'CAPACITY. 1500 GA CONTACT DIG SAFE :AND' tOCAL WATER �DEPARTMENT 3 BUSINESS, RIMOVED 0 r LEACHING AREA REQUIREMENTS DAYS BEFORE ,BEGINNING CONSTRUCTION. All TIES --BOTTOM 0.74 GALL/(SF-DA) 3% Q) TRACTOR �SHALL LOCATE' ALL. "XISTiNG SANITARY FACILI CP 5) . COI`4 E t --SIDE Q,00 GAL/(SF-DA-) ON_PREMfSLS AND FILL OR REMOVE' SAME.- '100' 0 ;,`!,.�, ' LEACHING �CAPACITY 4) ALL ,C'OVERS 017,.SANITARy� UNITS 'SHALL: BE- BROUGHT TO WITHIN LILLY POND 7 (15'x2O')XO.74 GAL/(SF-DAY)= :�22_GP FLEV 39,90 SOILS TESf 0 FR M E� 6"', OF FINISHED GRAD 1011�6 J" 6 5) � EXCERT WHERE,5 DESIGNATED, EXI-STI NG AND FINAL: GRADES SHALL C 65.57 REMAIN ESSENTIALLY UN HANGED. 40 NO DETERMINATION HAS� BEEWMADE 'AS TO COMPLIANCE WITH. 6 10',,WbE �E-WER OR ZONING RESTRICTIONS AND/OR kEGULATIONS.� PROPOSED CONS�RUCTION �OBTAIN, SUCH DETERMINATION FRO' OWNER/APPL`�JCANT MUST, M, WATER V "EASEMENT IqMIN SERVICE APPROPRIATE , AUTHORfTY- FROM � POND 7) EXCAVATE' ANQ REMOVE UNSUITABLE MATERIAL' FOR 5' AROUND LEACHING SYSTEM AND REPLACE , WITH CLEAN-SAND, DRIVE 8) IF ANY �NTAIL OF THIS PLAN IS NOT, UNDERSTOOD, CONTACT OLS A DESIGN ENGINEER AT '394-1960, Esspo BE 9) , 48 HOUR ,NOTICE. IS REQUIRED FOR ANY INSPECTION OR r EMQ CERTIFICATION REQUIRED 37 I C 4 V 4, DIRIVE E , W V N" V", lu 0 PONL) LILLY SCALE: 1"- -ID SCHED 40 PERF PIPE 4 4 SPACING 44 0.5% SLOPE, 1.00' MIN, 3.00' MAX B ENCHMARK- CROSS-CONNECT TOP OF- 3" SEEDED TOPSOIL, 6 CO N C LATERALS AND VENT 9" MIN, 36" MAX F000ATION 6" M AX 0.17 27. SLOPE 6" CONIC 9" MIN� BALLAST 35.07 61, MAX 'BALLAST CLEAN DIENSEIGRADED 2" PEASTONE -0 LEVE� 2 MIN STONE OVER DRIVE) 9' MIN) MAX SAND FILL 10 MIL 41.90 MIN PPROVED A BYBOARD OFHEALTH , 40,9 , V NYL 1/2" AGENT: DATE: 1.25 3/4" TO 1 1J7 40.60 DOUBLE 44 �4 47 7��7 WASHED STONE O�73 DISTRIBUTION 40,40 0.25 BOX ASSESSORS MAP:- 210 PARCEL: ' 43 RVE BOTTOM LEVEL 34�25 33.90 Z56- 2.13 DAY RESE 9.80-Jo, OB 5 �100 314.00 �ALqd ON r'.31W 34' H-10 PROPOSED SEPTIC SYSTEM UPGRADE IN WATER.,LEVEL- 1,ewyff VWN r lu, Ww di 030 MAO NSTABLE, MASS $i',`.% 7-1 FOUND 3/13/00 \_2' FORCE . 15' x20' xC �FIELD BAR �ELEV 312 110 'ANNABEUE POINT' ROAD CONTROLLED LAKE PROB, HIGH GROUND WATER ELEV 34,80 �C GRAVEL ON NATIVE SOIL OR 1500 GALLON SEPTIC TANK ..ELEV 34,8 CONTROLLED LAKE LEVEL 1000 GALLON PUMP CHAMBER MECHANICALLY COMPACTED BASE, TYP. AS- PREPARED FOR: ST-1500-H-20 SCALE DA JUN 30, 2000 �ST-1000 H-20 ANDREW HATCH and 1 =20' REV.:SEP 27, ,,2000 BALLAST ,CAI CULATION: 1500 GAL SEPTIC TANK, H20 BALLAST CALCULATION- JACOB KESTEN 1000 GAL SEPTIC TANK, H20 DISPLACEMENT: , 1 V. x 6.17 x 6'� X 62.4#/CUFT 25410# DISPLACEMENT: 9' ,x 5�25' x 6' X 62.4#/CUFT 17'690# PAUL E, SWEETSER, PROFESSIONAL LAND -SURVE YOR 'S CATALOG) 'S CATALOG) , 14500# WEIGHT (MFG 21230# WEIGHT (MFG BOX 15, 900, ROUTE 134, SOUTH_DENNIS, MASS 02660 4180# (508) 385 6530 BALLAST. REWIRED. ' BALLAST REQUIRED:, 319,0# FILE NO. DEPTH 'OF �cbNCRETE OVER TANK 6" DEPTH OF . CONCRETE OVER TANK , 6)' 1720-00 SHEET 1 OF 2 WEIGH T: 11' x 6.17' x ,(6/12)' x 150#/CUFT 5090# WEIGHT: 9' �5.25' x (6/12)' x 150#/CUFT 3543# ICAKED ' Lo r > r I ' I .,, 'SPECIFICATIONS SPEC#F ATI NS FOR PUMPS, PUM P CHAMBER AN D PIPING IL TEST DATALEGSND, 1 INSTALLER SHALL FURNISH, INSTALL AND TEST` A COMPLETE PUMPING SYSTEM CONSISTING N ; 1. , . EXISTING SPOT ELEVATION .T ION 0X OQ OF `SUBMERSIBLE SEWAGE PUMPS AND MOTORS, DISCHARGE PIPING VALVES, FLOAT T SW#TC- Date: e. ' 031 3 00 Witness: ss._ Danna Mi orand. Evaluator:'a' t r, Young CONTOUR LEVEL CONTROLS> `ALARM LEVEL CONTROL, CONTROL"PANEL, AND PRECAST PUMP CHAMBER. REP 0 ALL EQUIPMENT T0 TURER,S SPECIFICATIONS AND ORDANC E WITH MANUFAC-INAL SPOT ELEVATIONB� IN TALLED INACC -Y �,, w , Depth. . D t P , OQ Other FINAL NT URELEVATIONR M N ATI N AN IN ACCORDANCE AN WITH 310 MR1 AN REGULATIONS L GG C? RECOMMENDATIONS,D o S D CCO D GE C 5 D LOCAL REGULAT O 5 :FOR 'THE 0 L CtI f .. rom fi � , �I..o # : r ,I Soil x Te toe I-.Sae Color Co Soil r a S (Structure,e Stones, tur S es #r o Boulders, QxQO SU BSURFACE DISPOSAL A F SANITARY WA N STATE de , I TEST LOCATION AND ELEVATION SU'BSUR CE D S .05 L 0 5 Y_SEWAGE, AND S A E AND LOCAL. 'RECULATONS-:�"OR Z p SOIL ES E Surface J+7MNY a Horizon u USDA M unsell Mottlin n I Co s st nc % -Grave I a� e e 19 Y ,_ ELECTRiGAL WRING. ) v T I T>Y POLE -o- - �U L#L CAKE RD N jn h � c e s) ;{ ,r r y PUMPS Y R 4 VA INSTALLED P TCIRCUIT, r ,WAT R : ELECTRIC, 2 U P f-I'AL BE R S M ORE EQUIVALENT I S LLD N ERA FR UNDERGROUND GAS, E_ > E C1` S :SHALL E E S Q I T E fl SE E FROM , a 9 a W T C ALARMS, bNiTH : N ALARM IN EACHRESIDENCE. C TELEPHONE, CA G E L RMS ONE LA EA _ (� BLE , , _ _ � ❑ VTwigs, LITTLE ELE 39:9az_ G 0 Decomposing n a Leaves : � g d J H CONTROLS, AN Y i> BASIN FLOAT SW1TC �S C 0 S D ALARMS' BY SAME MANUFACTURER,RER INSTALLATION No -CATCH B S 3) , 9 L S A U L OMgRSH � W WATE R T 9._ A 0 etc. fi N RAILS AT OPTC N F IN�TALL R OWN R. _ T 0O o E r E I3 5 ELEV 24 3 E Sand am 1 N La OYR 2 1 Mas�ive Friable t .. Y > 4 ARM T A B AN ` VISUAL HA IN TA N_ A DWELLING _ / L WITH UD,1 LE D SU L S LLB �INSTALLED # EACH D ELLIN.� -GREAT MARSH ROAD I FROM M i - WI' - R N AT -�T F 0 PUMP., ELECTRIC AL MIT #fZ� 0 ER E C U LE ER LL BE =RE ED 5 8 A Loam Sand' 1 QYR 3 0 i r Fr �� -;_._-- - - Y /2 Mass Massive, Ve Friable ' x. . I _ 128.45 5 _ ' 8 18 Bw1 Sa nd 7 Y 4 Sa d -5 R 3 N ' Massive Very,Friable ROUTE. Y � , y ou E 28 T Y VEN N T 18 3a w B _ _ Lo amy Sand 1 YR 0 5 4 E Massive, :Ver Friable Y e, e L _ PROPOSED`WAT Y I �. ER LOGATIQN MAP 15.00 ..>_ SERVICE 0 BE ,,. 1 Q as 3a �9 r II C1 Gave Coarse Y ! IGrain, .. e .� 5 6 4 S n Ie -Loose. . 15% 5.00 `` ,. Y 9 5 a a SLEEVED :WITHIN 10 0 F ; , Sand C� o 2 3 : & Cobbles .0 Q 5 a AN SEPTIC COMPONENT _ I Y SE C CDM .ONE T ,r ,.. _ 1a. _. 1 4 _0 39 1 0 C2 di nn � _ Medium S�. d a ., P I ERC RATE. >ra rr , M N H I_ , f 2 #N f r 1aa FROM AK W A T. �' `: 0 LAKE EQU QUE � L !_ 4 1;: 9 1 L Ft a .�� ,, _ 5 9 3 9 8 ....... X .., 7 I • :. e ,: as _ DOSING .CALCULATION S _DOSE.. PER E ..DAY ' 4 ;..: � s: VOLUME PER DOSE .� r I. E 330GPD 4 DOSES DAY 82.5 GAL DOSE a _ . DRAINS C V -A K OLUUME 2 12 2 PI 4 48 1.05 FT-3 ( 89.98 , DEPTH OF DOSE 1'05 FT 3f8.25GAL 7,48 GAL FT 3 1 -_ ... _.. h,. 8: 7 4.4 W 4 ✓` t 1 L x 2 ) 0 33 a D N8 - , 0 4_. r _ 1 N R as r � r , a .. DESIGN T 2�` .0 . CALCULATIONS ,. '.., i ,^ ', .,ham � _ , . . GENERAL T SAS EASEMEN �. NUfv1BER OF BEDROOMS G E L NOTES . GARBAGE DISPOSAL NI NOT E OS T 0 ALLOWED S L U1 ;.- s : ALL I WORKMANSHIP AN MATERIAL F k� S D TE L SHALL CONFORM TO 31 0CMR15 i _ .. 5 DESIGN FLOW A. T. N W OF Af D TOWN B NSTABLE RULESAN REGULATIONS F fi D OR HE c k t st. , . RDISPOSAL SUBSU F v � , , B BEDROOMS x 11a A R DA ACE. OF SANITARY SEWAGE. ;, ' r .,, E S G L f3 330 GPD. _ 5 G _ P , C S S U 1.S T I 2 CONTRACTOR U R PTI. .....: N SHALL VERIFY BE \ REQUIRED SEPTIC TANK CAPACITY MIN 150a GALLL VE Y LOCATION OF EXISTING UTILITIES. MOV b _. ACTUAL P T DIG-SAFE AND <: C U LSE TIC TANK CAPACITY...: 1 A C D S E D LOCAL WATER DEPARTMENT 1,. , 500 G L T BUSINESS E , . ., .� 1 DAYS F BEGINNING T \ � LEACHING NG AREA` REQUIREMENTS I T D 5 BEFORE BEG NINE CONSTRUCTION. . � ILS try � ,.., �,, A E EQU REMEN Si, cA .9 _� fi -` . . . , BOTTOM .74 A 3 CONTRACTOR , HA AT _ 0 G L _F DASHALL LOCATE ALL EXISTING` SANITARY FACILITIES ELE 3 9 1 ' /� ) ) .- M F 100 RO ON REMISES AND FILL REMOVE _ --SIDE .QO AL F_ A ` OR SAME. 0 G S D 1 PO ND W LL LY o D _ . 4 , A R.. LEACHING CAPACITY AL `-.COVE F AN, .. _ 4 L ..� CA C TY L S 0 SANITARY UN1fi5 SHALL BE BROUGHT T 'WITHIN 1 01.8 Q x 74 F - 8 F FINISHED A 2 23 xO GAL S DAY 340 GPD 0 N ED GRADE. _ ----- 5 EX�EPT-:WHE RE DESIGNATED , EXISTING .AND FINAL RA ) GRADES SHALL 6 7 � 5 5 ,. REMAIN 'ESSENTIALLY,r N o R AIN ESSENT ALL. UNCHANGE D. r � a 6 No DETERMINATION A T N HAS BEEN :MADE A T COMPLIANCE, ) D 5 0IWITH Jf _`v`�ER r VD E 10 E 9 X`` PROPOSED .�-f DEEDE OR R T 4 �+ D ZONING RESTRICTIONS AND/OR REGULATION. . try e '� CONSTRUCTION TI h1 r/ CO S PUG O Q / � J r _ WATER ,: ra . , OWNER/APPLICANT "M T�. UST OB AIN SUCH DETERMINATION. , , r �► 7 � , FROM - MENT / 1 MIN , I EASE N F /� ROM SER IGE k { APPROPRIATE AUTHORITY, _, _ z L POND , • f ::. X A.EG ATE AN V D REMOVE UNSUITABLE MATERIAL 'F R A O 5 ROtSND DRIVE A L HIN T,,. LEACHING G SYSTEM AN 1I E D REPLACE WITH GLEAN SAND' �.. 0 O F '8 1 ANY A AI I' . ; , DETAIL OF THIS PLAN 1 L L 5 NOT UNDERSTOOD CONTACT l ) ESS 4C? �•. DESIGN ENGINEER AT 4 1 39 96Q. TO BE ;r. 2 -~ 1 9 8 HOUR NOTICE S':REQUIRED REMG ) O # FOR ANY INSPECTION OR ..--r .,. CERTIFICATION' I fREQUIRED, , OR VE , W , i W e ., _ \ i I, W SCALE: 1 20 P N .. LILLY1-AL t -.. r tl4 t _ 5 4MIN,I D 5C1-1ED 40" PR F- PIPE E P E, 1: I Oa3.aa .MAX P '}, t BENCHMA K. 1 / 5 DLO 1=, 6 SPACING CROSS-CONNECT I. TOP 0 3 TO PSOIL OPS01LATERALS L _ AN V T 6 MAX D EN FOUNDATION Q 17 r -' Ia 2� SLOPE. 6 N 39.90 0 : 6 MAX DENSE R _ > E SE GRADED ED D p A N ..,.. 2 E STO E V N „ LEVEL 2 MIN 9 MIN 36 MAX 41:91''MLN STONE OVER DRIV 9 MIN, 36 MAX 10 MIL PP A RCUED BY, BOARD F H VIN1 40.80 0 HEALTH ;. L J ') 1.25 _: 3 4 TO 1--1 40.6 _ 3 DATE: A 1.17 .7 36. I Dou�L� E CENT. 37.�Q WASHED STONE 7 1.1 . 40 .82 DISTR BUTTON , 40.41 o,25 3G.7 5 X 7 s AY P. i. .....:. I 29' 1.73 D ESER A MAP: V ASSESSORS 1 A 1Q 3 r.OQ _ BOTTOMLEVEL 2 PARCEL. 43 a.8s 4.00 2" FORCE usw "DB 3 39.8Q erica` BEEF D.33'=a H 1 a ON , ..... HOLE t 32.25 �' 5.00 ON 3 95 -.----► PROPOSED SEPTIC r , WATER :LEVEL I 2a x23 xG F#ELD SYSTEM UPGRADE IN m _ i BARNSTABL FOUND 3/13/00 .,- : . . .... _ .. . . . . MASS ELEV 33.2 122 ANNAELLE POI NT INT ROAD PROS. f-#( ,H t�R UN W OA ' C 0 D ATER ELEV '34.80 - V N NATIVE R 6 GRAVEL 0 A # E0 L O 1 N SEPTIC TAN \ I , CONTROLLED LAME 500 GALI.�O SE C k CONTROLLED LAK-E LEVEL - I_ Z t fi _ EL .� � 1000 GALLON PUMP CHAMBER MECHANICALLY COMPACTED E3A,_E T7P. ELEV �4.8 ST 15oQ H 2Q ,.:. ; AS PREPARED FOR: GALE DATE. JUN 30 2000 ANDREW HATCH and » > 20 REV. S P 27< 000 _ JACOB KESTEN E , � , �.. :.. I'AUL E. S ETSERPROFESSIONAL A SU V 0. . WE LAND SURVEYOR BALLAST CALCULATION- 1500 GAL SEPTIC TANK H2O `BALLAST CALCULATION: 1000 GAL SEPTIC TANK; H2O BOX` 15, ,, 900 ROUTE 134, SOUTH DENNIS, MASS 02660 DISPLACEMENT. -11 x 55 x X 6 .4 "FT - 7 2. 6 2 #/CU_ 1a 99# DISPLACEMENT: 9 x 2.85 x 5,25 X 62.4 CUFT 8402 508 385 6530 WEIGHT MF 'S AT FILE NO. 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JdA -lot wow gmy-a 'y - also, < - Q7 MJS�- f�""­T'��""' - -.0 V into: z OWN# , VQ- �AAMI-2 hov b� :,A�, . � � wvnv QIQ WOW?- how look-_0 N Lhwz`,� WOW Kau" ONO A-1 T- ion, GAM A -T TA��: IV ups A NVAT a, A �T, �:�c -,',7� ion, �,s�w Ut lot Woman," Q, its 4 -Ir -CEME 01SPLA -NT . .. ....... f "Ill'"' two 74 Y .1­1e, �JVEJG "'T �,,Tl( 'T A13LE - ��ILL\Yy, VNI PROPOSED" SAW 0110 -1"1 Nit L,t V� Ill 01 ARNST 7 *Q"�M 04 0 A, DERUI t,df4,df�&E,,`.,b.v "TANK" - 7-40,000 4 " VOW pow ABE q, s­q ,­ jhM0 to, _"1:5 �,:�VFT low 1, WAN,A� 00- slaw AWY .44 OAK -N WN A— QQ AVAT G14T �,j i§O,bk Not, WIN 01 i,g,4 r%� a M -A-Qat"y jr Tom" A W 0110� ­"1 1, Y"TIA rwFA5-jXWL,�FREP EVIC ­g`- QQ, J_ -T- , _ ,"" 1 on. A"AN -A?' Awn-j"�. "A' _oj in T ny"w"a MAW E­ n Q mom Moon now 'S PAC EC OM �,s PAW" "�"SWF4ET 3SIGN LAND STONEVORINAU Ei BASE�"%` Wag hs Alston?T", M FE ADM D", q q 2 6 A— I- 01W "d, " Zi Ad ,'DER BOX, j R )UT .3000 IUAL-L .... ........... A j `41'­ WK, 3 A 7 72 J., 7s "Ton's .......... or A ""Noe 506�0017 y"za y"Vots Q jwoo �'Qy �x YQ A A NU AM­ 0 W to z?) Now"nx % 4­ "t, E� "And no ask WOMAN- Idyl-Q- j _- A_ w, -ion NOW I 4�470i WOM�A9oy Woo n A VITO, 'S l { � SPECIFICATIONS .FOR .PUMPS PUMP CHAMBER AND PIPING, : � � SCJIL TEST ;DATA N f, LEGEND : . CONSISTING I NG1 INSTALLER SHALL FURNISH, INSTALL, AND T ST A COMPLETE PU 1NG 5Y T M A W H PI VAL ES O_ ! A PI NG N M TOR D SCH RGE L 3.. ELEVATION Ox00 F �MERSIBLE :SEWAGE .PUMPS A D a S , ., EXISTING .SPOT ELEVA a d SUS Date. a� 13 00 Witness,- Donna. Miorandi Evalc�atar. B. J. Young � A N A T PUMP CHAMBER.- ❑ CONTROL- CONTROL PANEL. A D PREC S U E d ate- :LEVEL CONTROLS ' ALARM LEVEL CQ QL, Cd , RED ., EXISTING CONTOUR ---.....�---- , �, P � IFI A'Tf N AN k�i N G R H 'MANUFACTURER'S S EG C O 5 D �. . �� EQUIPMENT TO BE INSTALLED 1N ACCORDANCE WITH - w FINAL SPOT'ELEVATION' ALL EQUI MEN Depth -Other N REGULATIONS 0 E P J Lt?CU _. `I A - WITH 31 OCMR15 AND LOCAL .�ELEVATION � RECOMMENDATIONS, N ACCORDANCE_ FINAL CONTOUR ELEVA 10 �, from r r�I �I Texture r oil Colar S i1 Struc_u _ Stones Bou e s So So e u e S o d AT N FOR , . JD NY AL. GU a S`: x00 A T AND, RE L �,0 F DISPOSAL SAL OF SANITARY TARP .SEWAGE AND STATE Q .: ATIQN `AND ELEVATION SUBSURFACE D 5 0 , SAIL TEST' LOCATION r o Su fa e i Gravel)c Horizon n A Mun II Mottling Consistency, % C a e o izo (USDA) ( se o C ) CAKE RD WIRING. d ELECTRICAL R G - _ I I: Y POLE ,' z �LTL L T (inches) , I 1FROM `INSTALLED ON SEPERATE G RGU T N AS WATER` ELECTRIC. 2 PUMPS SHALL <BE M�EYERS .SRM4OR EQUIVALENT , UNDERGROUND GAS, , ) - c fn Y E 1N EACH RESIDENCE. X L A RM C A ARMS WITH ONE. LA En Li TELEPHONE, CABLEV 9.9 P EL_ ,. ELE 3 0 0 3 C� ' Decom Decomposing L Leaves, Twigs, >, HRR H w f T TI N S R � !N ALLA 0 , � ALARMS BY SAME MANUFACTURER. 5 -v . 3 `-FLOAT .SWITCHES; CONTROLS .AND L S S,. CATCH.. BASINW R ;AT etc; d.. ) ATE 90 ` z _. - A WN ,T ER Q E I AT OPTION QF INS LL v Friable ON PALS E � V .4 3 5 E � Sand Loom 10YR 2 .1 N'' Massie F ab e z N H DWELLING INSTALLED I AC D ELLI G , VISUAL INDICATORS :SHALL BEE 4 ALARM WITH AUDIBLE AND !SU L , ) REpTMARSH ROAD _ MIT 1 E REQUIRED. Massive,we Very Friable M ELECTRICAL WIRING PER W LL B 5 8 A Loamy Sand 1 OYR '3' 2 d' a s ON SEPERATE CIRCUIT FROM PUMP, EL y / y , 45 - 8 1 N' Massive, Ver FriaLl RdUrE 28 $ Bw1 Loam Sand 7:5YR 3 4 e , YY I r Friable 1 i3 30 m n 10YR 4 E'' Masse✓e 'Ve Bw� Loamy Sand 5/ Y LOCATION 128.45 LO�A ©N MAP PERC 3 3 Single ram Dose `15% ._ 0 9 CT ` Graved Coarse >2,5Y 6 4 S G Loose,,.. RATE. Y / 9 obb s NT S Sand Gravel & G VARIANCES REQUIRED: i ENTCES EQU. ED. 4 9 1 r n PROPOSED WATER . { MININCH G2 Medium Sand 310CMR15:211 DISTANCES: 1 a TO • , ,. T . . v B SERVICE a E -.- PROPERTY LINE REQUIRED 5 5:00 0 SLEEVED WITHIN 1a Q r. _ .;r PROPOSED VARIANCE`5 _ o. 5.a0 AN Y SEPTIC, COMPONENT a0 ti T c� REQUIRES :DEED RESTRICTION FOR 2 8 t it DOSING CALCULATION -4 T S R DAY 4 BEDROOMS P RSUANT 0 W a U T DOSES PER 10a FROM LAKE EQU Q E 310 MR 5.203 1 C 4 p S 5 in VOLUME PER -DOSE 22OGPD D SE DAY. . 5GAL/DOSE 0 3.27 FT 3 . ,. IN K VO U ME 2 12 -2 PI 4 150 DRA BAC L U C � } � _ _ 5 3.27 � FT 3+55GAL 7 4 GAL. -_ __ .. .. .. � DEPTH OF DOE � � � )/ 0 20;00 0 .:..-... u f ... - ..�.:,_ (8.171 x 2 ) i : X , - . '89,98 DESIGN CALCULATIONS - ,. M F BEDROOMS " 2 _ NUMBER Q B D ,. __ C�' GENERAL .NOTES , � w GARBAGE ` UNIT NQT LLO ED G RB GE ' MAT I SHALL CONFORM T 1 OCMR15 S 0 � 1 ALL WORKMANSHIPAND MATERIAL S L C N 0 3 1 .0 _ ao , , DESIGN FL OW L W z DES 0 AN 7 TH c� ` AN TOWN F ARN TA E RULES D REGULATIONS FOR E D 0 a B 5 r�L . _ - x - A R DA 2 BEDROOMS 110 � L B 2 G ,. ..�0 � F SANITARY WA x H _ /{ ) SUBSURFACE DISPOSAL.: a SAN TAR SEWAGE, , ., _ l EA SEMEN SAS E SE CAPACITY M1N 1 0 AL REQUIRED. EPTiG TANK CAPAC 50 G .¢• 5 C ) CONTRACTOR -SHALL .VERIFY LOCATION F EXISTING UTILITIES. t . SEPTIC TANK CAPACITY 1500 GA ACTUAL-SE A C C L _ ' CTU L P J A WATER U N 5 . ,rr '. . CONTACT DIG-SAFE FE AND LOCAL ER 3 B 51 E5 _ HI AREA REQUIREMENTS,. 1116, � LEAC NG E 1 , _ aDAYS BEFORE BEGINNING CONSTRUCTION. , ,A I c SSPO �s 4 A--BOTTOM 0 7 GAL S D s ..�,�... /C ) 3 CONTRACTOR SHALL LOCATE ALL EXISTING SANITARY FACILITIES I _ _s j.o �E , � , - A A v SIDE 0.00 G L SF D NPR MI SAND FIL OR REMOVE SAME RMOED .. -_ 1 C Jr•. I LEACHING CAPACITY .. L A G St C.- E 4 R FSANITARYUNITS HAL BEBROUGHT T WITHIN s .. K _ r, ALL„COVE 5 0 SHALL Q TE � - . SOILS _I n S , s 7 F _DAY 222 GPD 15 x20 xa. 4 GAL S 3 , , _ ) /C ) � - 6 OF, FINISHED GRADE. -, } R W WE V 39. 0 10 DE SE ,,. LE 9 E . FINAL GRADES SHALL P AT EXISTING-AND L E S L .. 5' EXCEPT .WHERE DESIGNATED, EXISTING,, 100 FROM k CONSTRUCTION + i Y CQNSTRUCT 0 .,. � �-„At�cE ., . I Y POND _ -- ------REMAIN E A EMEN T . . = E S -,_ T RMINAT 0 HA A COMPLIANCE i .. 6 NO DE E I N S BEEN MADE S Td CO PLIA CE WITH 5 FROM 0 ..» :. ,. RESTRICTIONS REGULATIONS. , DEEDED OR `ZONING R ST 4CT QNS AND/OR REGUL ONS . LILY POND LL .5 . 65 S 1 FROM Y W APP NT MUST OBTAIN _UCH. DETERMINATION ON RO � O NER/ LICA US B E 3 _ APPROPRIATE AUTHORITY. . 1 P�6.43 R 4 j r N AND REMOVE UNSUITABLE MATERIAL FOR 5 AROUND 7) EXCAVATE T D 4 PROPOSED 0 .-'� 1 0 LEACHING AND REPLACE WITH CLEAN SAND. ..; . � 1 ,-- LEAC G 1 , x, 3 ., A R . : W TE 7 , �►:. 1 'MIN N ..�' F THIS 'PLAN 15 NOT UNDERSTOOD, CONTACT , _ � 8 IF ANY Q > SE RVICE _ x DESIGN ENGINEER AT 394 1960. INE INSPECTION R _ DRIVE ti . 4 HOUR NOTICE IS REQUIRED FOR ANY0 , �- . . , CERTIFICATION REQUIRED. SCALE. 1;=29 _ CERTIFICAT 0 W W ESSPOOLS 1 _ TO BE ; 1�EMQ f , W �37 DRIVErJ --- V( 4 I CH D 40 PERF PIPE 4 D S E , / % 5 PACING LILL1 _MIN 00 MAX PONij 00 3 >- BENCHMARK' GROSS CONNECT E SEEDED TOPSOIL` 3 y - VENT E „ A A' N TOP Q >, LATERALS AND E „ 0 C 6 C N , X : 9 M1h1 3ti? A ,, P_ MAXA 2� .SLOE 6 . 6 M X 0.17 , , FO UNDATION NDAT dN a U O N :. T; s c QNC 9 MI , A A- B L S , ,L r DENSE GRADED :MAX ' DE E S 5.07 6 T N 3 � 2 PEA.. ONE CLEAN BALLAST V MI cE L E 2 E L STONE OVER DRIVE N MAX a ) MI i 9 3 41. MIN _ N 90 SAND FILL -;. Y _HEALTH MI APPROVED B QOARD OF - 10 L 40.9 YL u 3 Q 1 - 1.25 ,, - . .. AGENT. a 60 . . DOUBLE . . , . � ,. WASHEDSTONE 3 4.47 -. 7 { TRI I N 40. 3 D.S. BUT 0 ;: , . , 1.17 40.40 - ' .. . -7� X PARCEL:L 4..0 R MAP, 10 RCE . 0.25 B ASSESSORS 2 .] 1M SERVE S6 2 3 �/ 33:90 2 RE BOTTOM LEVEL .. 3 25 4.00 , DB 5 39.8 a 0.�3 34.00 H O ON: IN D SEPTIC SYSTEM >UPGRADE WAT R EVELTUP33:7f ,; PROPOSE PT i - I'x20, x6 FIELD 15 EL , BL A- BARNSTA E MSS _ , . FOUND 3 1 3 oa ,� POINT ROAD C �y 110 ANNABELLE IN ELEV.:33.2 ,. . .. ,.-. NEF.P HOLE. PR H R WATER` 4. CONTROLLED LAKE ti PROB. HIGH GROUND WA E ELE 3 80 N NATIVE 0 0 ,.6 GRAVEL 0 N TANK ,-__ PT A ,1 GALLON SEPTIC 5a0 G L CONTROLLED A _ _. . : CO QLLED LAKE LEVEL �- . V . . ELE 34 € ' R:. , d R _FQ . REPA E,. .W AS P D ' T`r _ s , , P MECHANICALLY COMPACTED 8 SE , w 10a0 GALLON PUM ..CHAMBER MECH L m _,. . .� L >: _ ,, _ �•. - GALE DATE. JUN '30 2000 1 H 20 ., �. ... . . , _ST 500 _. k ANI7REW 'HATCH d 5 T 100a 2 , T s . . _ , 1 20 EU.. G8 2 i R AU 2 q , „ JA{� DES E .TAN H a ~� 't_ TANK.. H2O CALCULATION. 10Oa GAL SEPTIC K 2 � ..,. , A 'CALCULATION: 1500 GAL SEPTIC BALLAST GALCULAT 0 _d - BALLAST G , , . .. r s I w, SURVEYOR . 0 LAND , StT _ � TSER . PROFESSIONAL _ _. I � PAUL E. SWEE 6 4 CUFT 17690 T 5410 T. x ,25 x 6 X 2 � >.. , ,., , DISPLACEMENT. 1J x 6:17 x 6 ,X 62.4#/CUE � #� DISPLACEMENT: 9 5 #/ # � r s02660 4 , ,SOUTH DENNIS,NNISMASS BOX 15 .900 ROUTE 13 S T DE _ 14 z 1230 5a0 ,._ CATALOG) / W I H MFG S,CATALOG :WEIGHT M G S - C ) u I a ti.r 3 5 r�530 3190 4 08 8 4180 BALLAST R I ED, ,t,, , . .. ST RE UIRED. BALL _S EQU R # ,., � _. , BALLAST Q # '., ... . ,, E � w ILE N y s a _6 T OVER TA NK E V TANK P F CONCRETE E OV �. .k . , DEPTH OF CONCRETE OVER DEPTH O C N _ _ ,. .. .�` _ � > SHEET I OF 2 r 172b 00 1 FT 35 3 x 150 CJFT _ 5090 ..WEIGHT: 9 x 5.25 x 6 12 x 150 CU ,.b :WEIGHT. 1`I x 6.17 x �6112) #f # E { l ) #/ # ,,.