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0075 PHEASANT WAY - Health
75 Pheasant Way 228-136 Centerville 0 IIII ,/f J`,RECYC(f0��. IIII UPC 12543 No.53LOR HASTINGS. MN 0 i i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments w 75 Pheasant Way Property Address William Kelly Owner owner's Name information is every Centerville required for eve MA 02632 12-2'0-1.3 page. City/Town State Zip Code Dater of Inspection Inspection results must be submitted on this form. Inspection forms maye^n`ot be altered in airy way. Please ses completeness checklist at the end of the form. v Important:When filling out forms A. General Information OF ,�� on the computer, ��`` �N. Ss���y --t use only the tab b r 1. Inspector: 102 , Co cursor o move Z �: LAMES cursor .do not �C]cn James D.Sears _=�- keyuse. return Name of Inspector —o• SEARS key. CapewideEnterprises,LLC =*; �Company Name INS? ��`� 153 Commercial St. "'�anf„I,,,,,,,,►u�``� Company Address Mashpee MA 02649 City/Town State Zip Code 508-477-8877 S 1623 Telephone Number License Number B. Certification I certify that I have.personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection_ The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(340 CMR 15.000).The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority d-� 12-28-13 IrAfectors Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ""''This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system w1v perform in the future under the same or different conditions of use. t5ins-W3 Title 5Ofriidal Inspection Form:subsurface Sewage Disposal System•Page 1 of 17 I -Dec 29 13 11:14p p.3 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 75 Pheasant Way Property Address William Kelly Owner Owners Name required for every information Centerville MA 02632 12-28-13 ` page. City/Town State Zip Code Date of Inspection B. Certification (cost.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: 13) System Conditionally Passes: One or more stem components a❑ y po s described m the'Conditional Pass section need to be replaced or repaired.The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no' or"not determined"(Y, N, ND)for the following statements. If"not determined;please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins•3113 Title 5 Official Inspection Foam subsurface Sewage Disposal System.Page 2 or 17 I y pec 29 13 11:14p p.4 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 75 Pheasant Way Property Address William Kelly Owner owner's Name information is Centerville MA 02632 12-28-13 required for every page. cityrrown State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumpslalarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes(cunt.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s),or due to a broken, settled or uneven distribution box. System will ` pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): • ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): C) Further Evaluation is Required by the Board of Health.- El Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 15ins-3113 Title 5 Official Inspection Form:Subsurface Sevmge Disposed Syslem•Page 3 o117 Dec 29 13 11:15p P.5 Commonwealth of Massachusetts a Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 75 Pheasant Way Property Address William Kelly Owner Owner's Name information is required for every Centerville MA 02632 12-28-13 page. Cityfrown State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier,if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system(SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: '*This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered_ A copy of the analysis must be attached to this form. 3. Other_ D) System Failure Criteria Applicable to All Systems: You must indicate"Yes"or"No"to each of the following for all inspections: Yes No ❑ g Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool - ❑ Liquid depth in is less than 6" below invert or available volume is less than '/2 day flow A£,g e111.uG' t5ins•3113 Title 5 Official lbspection Form:Subsurface Sege Disposal System•Page 4 of 17 Dec 29 13 11:15p p.6 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 75 Pheasant Way Property Address William Kelly Owner owner's Name information is required for every Centerville MA 02632 12-28-13 page. Cityrrown state Zip Code Date of Inspection B. Certification (cost.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. • ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than S ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd_ ❑ ® The system fails.I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be ` necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either'yes" or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-'IWPA) or a mapped Zone II of a public water supply well If you have answered ayes"to any question in Section E the system is considered a significant threat, or answered"yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•3113 Title 5 ORiciel Inspection Form:Subsurface Sewage Oisposal System•Page 5 or 17 pec,29 13 11:15p p.7 Commonweahth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 75 Pheasant Way Property Address William Kelly Owner Owner's Name information is required for every Centerville MA 02632 12-28-13 page. Cityfrown state Zip Code Date of inspection C. Checklist Check if the following have been done. You must indicate"yes"or"no" as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ElHave large volumes of water been introduced to the system recently or as part of 19 this inspection? ® ❑ Were as built plans of the system obtained and examined?(If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® Was the facility owner(and occupants if different from owner)provided with 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. For example, a plan at the Board of Health. ❑ ® Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms(design): 2 Number of bedrooms(actual): 2 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 220 Mns•3/13 Title 5 Vidal inspection Form:Subsirface Sewage Disposal System-Page 5 of 17 - • Dec 29 13 11:16p p.8 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 75 Pheasant Way • Property Address William Kelly Owner Owner's Name information required for every Centerville MA 02632 12-28-13 page. CitylTown state Zip Code Date of Inspection D. System Information Description: The system is a 1506 Gal.tank D Box and leach field. • Number of current residents: 2 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system?(Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available(last 2 years usage(gpd)): 2012-62,000Gais 2013-61,000Ga1 s Detail: Sump pump? El Yes ® No Last date of occupancy_ Present Date CommerciaUlndustrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft.,etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins•3f 13 Title 5 Official I• nspaction Form:Subsurface Sewage Disposal System•Page 7 of 17 i Dec29 13 11:16p p.9 L ` Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 75 Pheasant Way Property Address William Kelly Owner Owners Name information a Centerville MA 02632 12-28-13 required for every page. Cityrrown State Zip Code Date of lnspedion D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: NA Was system pumped as part of the inspection? ❑ Yes ® No If yes,volume pumped: gallons Now was quantity pumped determined? Reason for pumping: Type of System: _ ® Septic tank, distribution box,soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system(yes or no)(if yes, attach previous inspection records, if any) ❑ InnovativelAlternative technology. Attach a copy of the current operation and maintenance contract(to.be obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): 15ins•3l93 Title 5 Official inspection Farm:subsurface Sewage Disposal System-Page a of 17 Dec 29 13 11:16p p.10 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 75 Pheasant Way Property Address William Kelly Owner Owner's Name information is Centerville MA 02632 12-28-13 required for every page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) i Approximate age of all components, date installed (if known)and source of information: 2005- Permit # 2005-184. Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): 22" Depth below grade: feet Material of construction: ❑ cast iron ®40 PVC ❑other(explain): Distance from private water supply well or suction line: feet Comments(on condition of joints,venting, evidence of leakage, etc_): Pipeing is 4" PVC SCH -40. ' Septic Tank(locate on site plan): Depth below grade: feet Material of construction- El concrete ❑metal ❑fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 Gal. Precast ` Sludge depth: 3" t5ins•3113 Title 5 Qlfldel Wepection Form:Subaurace Sewage Disposal system•Pape 9 d 17 Dec 29 13 11:17p p.11 c Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not.for Voluntary Assessments 75 Pheasant Way Property Address William Kelly Owner Owner's Name information for oe Centerville MA 02632 12-28-13 . requiredforevery page. Citylrown state Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 27" ' 2" Scum thickness Distance from top of scum to top of outlet tee or baffle EIR Distance from bottom of scum to bottom of outlet tee or baffle 161' How were dimensions determined? Asbuilt-Tape-Plan Sludge Judge Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage,etc.): Tank at working level.Tank and covers at one ft. below grade. In and out let tees. No sign of leakage or over loading. Note: Maint pump after inspection. Grease Trap(locate on site plan): Depth below grade: feet Material of construction: ❑concrete ❑ metal ❑ fiberglass Q 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 I5ins•3113 Title 5 Official Inspection Form:subsurface Sewage Disposal System-Page 10 of 17 . . Pec?9 13 11:17p p.12 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments r 75 Pheasant Way Property Address William Kelly Owner owner's Name informations required for every Centerville MA 02632 12-28-13 page. cityfrown State Zip Code Date of Inspection D. System information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection)(locate on site plan): + Depth below grade: Y Material of construction: ❑concrete ❑ metal ❑fiberglass ❑polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No - Date of last pumping: Date Comments(condition of alarm and float switches, etc.): • 'Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No 151n9•W1 3 Tine 5 0Mdal kwpection Form:subsurface sewage Disposal Syslam-Page 11 of 17 'Dec 29 13 11:17p p.13 Commonwealth of Massachusetts Title 5 official inspection Form _ Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 75 Pheasant Way _ Property Address William Kelly Owner Owner's Name information is Centerville MA 02632 12-28-13 required for every page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): D Box is 16"x16"-21"below grade. Box is clean and solid,w/three lines out. No sign of over loading or solid carry over. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No` Alarms in working order: ❑ Yes ❑ No` Comments(note condition of pump chamber,condition of pumps and appurtenances, etc_): `If pumps or alarms are not in working order,system is a conditional pass. Soil Absorption System(SAS)(locate on site plan, excavation not required): If SAS not located, explain why: 15ins-3113 Tape 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 or 17 bec 29 13 11:18p p.14 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 75 Pheasant Way Property Address William Kelly Owner Owner's Name required on is Centerville MA 02632 12-28-13 required for every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) :. Type: ❑ leaching pits number. ❑ leaching chambers number. Elleaching galleries number: ❑ leaching trenches number, length: • 12'x25' ® leaching fields number,dimensions: ❑ overflow cesspool number. ❑ innovativetaltemative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation,etc.): Leaching is a three pipe field 12'x26.. Camera out lines, pipeing and holes clean. No sign of over loading or solid carry over. No sign of holding water. ' Cesspools (cesspool must be pumped as part of inspection)(locate on site plan): Number and configuration Depth-top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No 15irts-3113 rift 5 Oftal Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Qec 29 13 11:18p p.15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 75 Pheasant Way Property Address William Kelly Owner Owner's Name information is required for every Centerville MA 02632 12-28-13 • page_ City)'Town State Zip Code Date of Inspection D. System Information (cost.) Comments(note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation, etc.): Privy(locate on site plan): Materials of construction: Dimensions Depth of solids Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5 ns•3113 Title 5 Official Inspection Fomr.Subsudece Sewage Disposal System-Page 14 of 17 -Dec 29 13 11:18p p.16 Commonwealth of Massachusetts Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 75 Pheasant Way Property Address William Kelly Owner Owner's Name information is Centerville MA 02632 12-28-13 required for every page. CityrTown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building.Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately o� 3, 35 3 O O 1 � I i tSlns•W13 Tide 5 t)fficial Inspection Form:SuDsufeoe Sewage Disposal System•Page 15 of 17 fDec29 13 11:19p p.17 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 75 Pheasant Way Property Address William Kelly Owner Owner's Name information is Centerville MA 02632 12-28-13 required for every page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: • ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells �a 20' Estimated depth to high ground water. feet Please indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record If checked, date of design plan reviewed: 7-21-04 Date ' ® Observed site(abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health-explain: ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: T.H. on design plan 8'-6"G.W.. Abutting property in rear drops off. Bottom of leaching at 3' below grade. Bottom of leaching at V above T.H.Depth. Leaching area built up. Area higher then rear. Before filing this Inspection Report, please see Report Completeness Checklist on next page. 15ins•3113 T109 5 Dlri W k specYlon Forth:Subsurface Sewage Disposal System•Pape 16 of 17 Y Dec 29 13 11:19p p.18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 75 Pheasant Way } Property Address William Kelly Owner Owner's Name information required for every Centerville MA 02632 12-28-13 page. Cityrrown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked y ® Inspection Summary D(System Failure Criteria Applicable to All Systems)completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file •F 15ir s-3113 TNe 5 Official f nspedion Form:Subsurface Sewage Disposal System•page 17 of 17 I ' f IJl A IUIF B kRNSTABLE ARDITO, SWEENEY, STUSSE, ROBERTSON & DUPUY, P.C. ?N05 APR 27 PM 12: 44 ATTORNEYS AT LAW 25 MID-TECH DRIVE, SUITE C WEST YARMOUTH, MA 02673 Di(ISION (508) 775-3433 Telephone (508) 790-4778 Facsimile Edward J.Sweeney,Jr. Richard P.Morse,Jr. Michael B.Stusse Betsy Newell Donna M. Robertson Thomas P.Carpenter Matthew J.Dupuy Kelly S.Jason Charles M.Sabatt Herbert F.Lach,Jr. Tracey L.Taylor Charles J.Ardito P.C. Girard C.Brisbois PLEASE REFER TO RLE No. 5741 X Apri126,2005 Mr.Thomas A..McKean,Director Barnstable Board of Health Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: Peter Kelly, Trustee 75 Pheasant Way, Centerville Assessor's Map 228,_Parcel 136 Dear Mr. McKean: With reference to the above entitled matter, I enclosed herewith a photocopy of the Declaration of Restriction required by the Decision of the Board of Health issued in the above matter dated December 6, 2004. Please note that the same has been recorded in the Barnstable County Registry of Deeds in Book 19755,Page 325. The enclosed copy bears the registry recording information and date and time of recording. Thank you for your attention to this matter and your assistance. Sincerely, , Charles M. Sabatt CMS:eah Enc. C.C. Peter Kelly Peter Sullivan, Engineer L DECLARATION OF RESTRICTION - Bedroom Limitation Peter Kelly, Trustee of the Kelly Family Realty Trust under a Declaration of Trust dated March 13, 1989 and recorded in the Barnstable County Registry of Deeds in Book 6656 at Page 132 of 93 Pheasant Way, Barnstable (Centerville), Barnstable County, Massachusetts (hereinafter called "Declarant"), as owner of a certain parcel of land in Barnstable (Centerville) , Barnstable County, Massachusetts shown on a plan of land entitled "Revised Plan, Centerville, Mass. belonging to Peter J. Nugnes, Scale 1 inch = 40 ft., August 26, 1969, Nelson Bearse, Richard Law, Surveyors, Centerville" recorded in the Barnstable County Registry of Deeds in Plan Book 234, Page 83 pursuant to the requirements of a variance granted by the Barnstable Board of Health dated December 6, 2004, hereby makes and declares said parcel subject to the following restriction: No more than two (2) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar type rooms are considered "bedrooms" according to the Massachusetts Department of Environmental Protection. The foregoing Restriction is for the benefit of the Town of Barnstable and may be enforced by the Town through the Barnstable Building Commissioner and/or the Barnstable Board of Health or its agents., Property Address: 75 Pheasant Way, Centerville , MA 02632 For Declarant's title see deed of Dale E. Sutterland to Peter Kelly, Trustee of the Kelly Family Realty Trust dated March 13, 1989 and recorded on March 13, 1989 in the Barnstable County Registry of Deeds in Book 6656 at Page 142. Witness my hand and seal this day of April, 2005. Peter Kelly, Trustee Kelly Family Realty Trust P COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. On this day of April, 2005, before me, the undersigned notary public, personally appeared Peter Kelly, Trustee of the Kelly Family Realty Trust, proved to me through satisfactory evidence of identification, which was a Massachusetts Driver's License to be the.person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose. (official signare and seal of notary). My commission expires: /c Notary Publii; Commonwealth of Massachusetts My Commission Expires January 9,2009 .... AQ P.k 19755 E°:o325 268683 .. �i ID4-2c-29_L3_B5 a 1_13 e 46 DECLARATION OF RESTRICTION Bedroom Limitation Peter Kelly, Trustee of the Kelly Family Realty Trust under a Declaration of Trust dated March 13, 1989 and recorded in the Barnstable County Registry of Deeds in Book 6656 at Page 132 of 93 Pheasant Way, Barnstable (Centerville), Barnstable County, Massachusetts (hereinafter called "Declarant"), as owner of a certain parcel of land in Barnstable (Centerville) , Barnstable County, Massachusetts shown on a plan of land entitled "Revised Plan, Centerville, Mass. belonging to Peter J. Nugnes, Scale 1 inch = 40 ft., August 26, 1969, Nelson Bearse, Richard Law, Surveyors, Centerville" recorded in the Barnstable County Registry of Deeds in Plan Book 234, Page 83 pursuant to the requirements of a variance granted by the Barnstable Board of Health dated December 6, 2004, hereby makes and declares said parcel subject to the following restriction: No more than two (2) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar type rooms are considered "bedrooms" according to the Massachusetts Department of Environmental Protection. The foregoing Restriction is for the benefit of the Town of Barnstable and may be enforced by the Town through the Barnstable Building Commissioner and/or the Barnstable Board of Health or its agents. Property Address: 75 Pheasant Way, Centerville , MA 02632 For Declarant's title see deed of Dale E. Sutterland to Peter Kelly, Trustee of the Kelly Family Realty Trust dated March 13, 1989 and recorded on March 13, 1989 in the Barnstable County Registry of Deeds in Book 6656 at Page 142. Witness my hand and seal this day of April, 2005. Peter Kelly, Trustee Kelly Family Realty Trust � Op� TOWN OF BARNSTABLE LOCATION �O�eiUf��1-T /�/H7 SEWAGE #,,260S-- /8q VILLAGE l en ��/�lC ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO.,9 SEPTIC TANK CAPACITY Soo G9l LEACHING FACILITY: (type) Joec f TiC (size)`o� (J&a,s- C�-� j NO.OF BEDROOMS BUILDER OR OWNER (�ry- PERMITDATE: is OE COMPLIANCE DATE: (8 a,4"C)S 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 i FC'O�T - A o � A � — 46 L - � ' S�'� -f � eke o►S � 1{�/ • No. � � � Uv� / • Fee THE COMMONWEALTH�F� MA A USETTS Entered in computer: �� Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS ZIppYication for Migonl Opotem Con!Arurtion Permit Application for a Permit to Construct( . )Repair( )Upgrade( )Abandon( ) Complete System El Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. l5 AlylrGsalnt fly, eC.-TIu"yi//t° Het/ 6a.'jy �qcv-q-y 1!:tZ4' e-//y Tr, Assessor's Marcel 9 3 �,be ahl� n-,. OAG3 uoa Ceri e A Installer's Name,Ad ress,and Tel.No. Designer's Name,Address and Tel.No. J�D�" S�o?� 3 3 qy T evee �.cCL,/tr7c" ' � - ui ; riiy » sr10 -Zhc- ��,-�, 7 IParlLes �20( , /�0 6GX � e� ✓I',-= Ile S`a r� oa 4,65 Type of Building: Dwelling No.of Bedrooms e Lot Size /5, sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow ��-o gallons per da . Calculated daily flow Z gallons. Plan Date Number of sheets eel _Revision Date 0 � Title 5-E/Q r'D r'D S&K -Trn ve-rn 11ti 4 Y t_ � e- Size of Septic Tank /J`"-4® 2/�B�Y„ Type of S.A.S. CQ i7 b 1-1 4<S-Y-h0/4 Description of Soil /'elm. / 9M /0" 66mr-f e S4.6d, -Y % e-/'i.:5 ,r se sa-;7Q 6 r .6-16 C tl®-'1 -laa , Li el Aer) . f rlp sanaC. /D(a r 6/z/ aLig hQ -0J4&rt /Da " ,arc e q4,• Nature of Repairs or Alterations(Answer when applicable) 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 Environmenta Code and not to place the system in operation until a Certifi- cate of Compliance has be sued this Bo f Healt Signe Date -/l Q Application Approved by Date Application Disapproved for the following reas Permit No. Date Issued j �. No: f� o� �f �� Fee THE COMMONWEALTH OF MAQSU�SETTS :l Entered in computer: Yes PUBLIC'HEALTH DIVISION�TOWN OF BARNSTABLE,-MASSACHUSETTS 01pprication for �Digpogar *pgtem Conotruction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) X Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. sant P,,h-y, L'cr��cry�l/ !fie!/ ra )y 13r� l fll T"ru if ��a /�r�r e/I y Tr. 751017r- 'Assessor's Ma el ( 9 LIeq.SCth� toixy, Installer's Narpe,A ss,and Tel.No. Designer's Name,Address and Tel.No. .�d rcvc� ca//1�e^ .5'c1�?-"00- Uj/j,V&. ,7 EhJinr.�r�'n� Tn�. a�-•�Dl h '710a'I-Ker �d , /po 4Sv r G,s9 Os crr�%/L oa G„S Type of Building: Dwelling No.of Bedrooms c Lot Size/5� 78+ sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design.Flow M© gallons per day. Calculated daily flow ZZ gallons. Plan Date !k us y, a?!X� Number of sheets� eef a Revision Date / /0 Title �GCi� �f0 St�.L L rn ro rern�rr� o�t c//i���t t i1G Size of Septic Tank / QO 2!4/lam Type of S.A.S. � ! -Mst hpfr .. �'- L Description of Soil _'" a �t�/- , � //U,0O ,, �� o�?h-a L7 /0" bI"lJ(�e?r� CCq.-Je .SIG/ /4" • �y ve/,/.SA 6r) rP nrsr, Sa t /Q(j r C y0„ /0d . L- ye/ eo r tp s a).,X. io ra r 4/41 ��ouh�CLya>�rr-�/o a " ems- C C UG" >' t, Nature of Repairs or Alterations(Answer when applicable) v 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 Environment i Code and not to place the system in operation until a Certifi- cate of Compliance has ben issued y this Board of Heal he. //� /I Date —// ... « Application Approved by T Date Applicati'onADisapprove for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (tompliance THIS IS TO CERTIFY, that the O -site ewage Disposal Sys'tern Constructed ( )Repaired ( )Upgraded( ) Abandoned C by QQLA �� at 75 hri1.ae?;' .r7*,ry j�)e_ has-bein constructed jp actordance with the provisions of T'.tl�} ande for Disposal System Construction Permit No dated Installer !/ 'C 1 IS Designer, //� �� 1141, ILt-a-f-, The issuance of this "e. t shalt not be construed as a guarantee that the(ystem 11 f nation as designed. Date T 0--3 i Inspector \ t No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migw6af *pgtem Congtruction Permit Permission is hereby granted to Construct Q0 Repair( )Upgrade( )Abandon( ) System located at Z. 0 Pn er Y/ //e- 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:Cons trus'o must be cornpleted within three years of the date of th' permit. Date: Approved by , 1 (l Town of Barnstable tHE Tph� Regulatory Services Thomas F. Geiler, Director t BARN-TABLE, MAC' �a Public Health Division e i639. °renrna�° Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Off-ice: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: .a3 O " Designer: U\'w . •��u-.%� .2vice a.e /ins/ram Installer: Address: R,her Address: F� ?n0 5 Ila //yy #�ooS- /8y On I,/''Q� _ +vice /Jaec was issued a permit to install a (date) (installer) septic system at cs ie�0,S9!T based on a design drawn by (address dated':S-v A e (designer) • _ l certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or.septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. OF -6`5�P-stller's Signature) • Cl�lli. esigner's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION: THANK YOU. Q: Health/Septic/Designer Certification Fom-i SULLIVAN ENGINEERING INC. 7 PARKER ROAD/P O BOX 659 OSTERVILLE, MA 02655 Peter Sullivan P. E. Mass Registration No. 29733 psullpe@aol.com phone 508-428-3344 fax 508-428-3115 December 28, 2004 Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 RE: Kelly/75 Pheasant Way, Centerville Dear Board of Health, Please find attached a letter from Attorney Sabatt with regard to the drainage easement on 75 Pheasant Way. Also, attached are the supporting documents releasing and relocating the drainage easement. We have attached a revised copy of the site plan reflecting the relocated drainage easement. I trust this meets your present needs. If you have any questions, please contact our office. Thank you. Very truly yours, Peter Sullivan , P. E. Sullivan Engineering Inc. Cc: Peter Kelly Town of Barnstable Conservation File SE3-4322 Members of American Society of Civil Engineers, Boston Society of Civil Engineers ARDITO SWEEN EY, STUSSE, ROBERTSON & DUPUY, P.C. ATTORNEYS AT LAW 25 MID-TECH DRIVE, SUITE C WEST YARMOUTH, MA 02673 (508) 775-3433 Telephone (508) 790-4778 Facsimile Edward J.Sweeney,Jr. Richard P. Morse,Jr. Michael B.Stusse Betsy Newell Donna M. Robertson Thomas P.Carpenter Matthew J. Dupuy Kelly S.Jason Charles M.Sabatt Herbert F. Lach,Jr. Tracey L.Taylor Charles J.Ardito P.C. Girard C.Brisbois PLEASE REFER TO FILE NO. 5741X December 9, 2004 Mr. Peter Sullivan Sullivan Engineering, Inc. P.O. Box 659 Osterville,MA 02655 Re: SE3-4322/Kelly/75 Pheasant Way, Centerville Dear Peter: In researching the relevant titles on the Kelly matter I have discovered that the Town of Barnstable released the drainage easement that ran through the center of Lot 8. It established a new drainage easement along the southwesterly lot line. For your records I am enclosing herewith the instrument conveying the new easement to the Town of Barnstable recorded in the Barnstable County Registry of Deeds in Book 4576, Page 339, a copy of the release of the pre- existing drainage easement recorded in the Barnstable County Registry of Deeds in Book 6361, Page 195, and a copy of the plan of the new easement recorded in Plan Book 409, Page 34. If you have any questions, then please call me. Sincerely, Char es M. Sabah CMS:eah Enc. C.C. Peter Kelly C� Op is) QUn'CLATi4 COVE24pilP 'I I, Dale Setterlund, formerlj Dale E. Nugnes �I with a mailing address of 262 Elliot Road, Centerville.-Barnstable, r4A.02632, tIII Barnstable County, Mass.'(hereinafter called the Grantors) for consideration �Ipaid in the sum of CYne Dollar ($1.00), grant to M IMMITARM OF THE TOWN (M? ' IBARNSTABLE, Massachusetts, (hereinafter referred to as the Grantee), with i QT=LAr4 COVEIdANPS, the right and easement to enter upon, and construct a drainage system in,under, across and along the lard of the Grantors situated In Centerville, Barnstable County; Massachusetts,more particularly described as follows: Beginning at a point on the Southeasterly sideline of Pheasant Way, a 1970 Layout, said point being N 370-51'-40" E, a a distance of 56.21 feet from an angle bound opposite center ' line station 9+5G±; Thence along a property line S 699-46'-30"E for a distance cif 90.91 feet to a point, said point being a property corner; t i Thence along a property line N 400-59'-30"E for a distance of 21.39 feet to a point; ' Thence N 69o-46'-30" W for a distance of 92.14 feet to a point on the Southeasterly sideline of Pheasant Way; 0� Thence along said Pheasant.Way S 3f-5l'-40"W for a.distance ! p of 20.99 feet to the point beginning. Y , I The above drainage easement is shown on a plan entitled, Town I f of Barnstable, Plan of Proposed Drainage Easement about Sta 9+10 (Pheasant Ii Way, Centerville Village), Department of Public Works, (Eng. Sect.), I ! Scale: 1" = 401, dated July 13, 1984, which plan is to be recorded herewith. i Also the perpetual right and easement at any time and from time to time ; t and without further payment therefor, to clear and keep cleared the area or I areas, in which thine easement is herein granted,or a part thereof, of trees, lunderbrush or other obstructions, and the right.to pass along said strip of f land for all of the above,purposes. In all cases the making of repairs or inprouem tta shall be completed i as soon as possible. a !I The Grantors retain the right of consent to any future modifications of i the site or drainage system. I It is agreed that the pipes, apparatus, fixtures and equipment, including; any temporary lines, and each and every part thereof, shall be and re rd4-i the property of the Grantee, its successors and assigns,as its interest may appear. It is further agreed that the Town will release a twenty (20). foot j drainage easement as shown on a plan of land entitled"Subdivision of Land I In Centerville-Barnstable,.Mass., Property of Seabmq W.; and W. Elroy, & Sarah F. Bearse, Scale: 1 inch 40 feet, July 6,1955, Bearse and Kellogg Ivi1 I i i J �M I W-711 fei" ,I eoox4r.76PIcefl i +j Engineers."and on a plan of land entitled "Revised Plan, Centerville, Mass., Belonging to Peter J. Nugies, Scale: 1 inch - 40 Feet, August 26, 19690 Nelson Hearse-Richard Lmv, Surveyors, Centerville." probate M53155 recorded in Barnstable Ccunty , 1, For Grantorrs title see .P " > Registry of Deeds. (I IN W142'IESS MEW, I have hereunto-set TVhand and seal the I` dq}r 2c� ' 8�r n � of a APPROVED AS M FM: tg . �.. '3 �IAUA'�°'. I „'''✓` rt . Smith•, Esq., Town Counsel 1 'R THE caVONWEALTH OF MASSACHUSMS Barnstable, ss II Then personally appeared before me the above named' DRL�-Z sV_�-'TtI 1�=UNit, s= i! and acknowledged the foregoing instrument to be {pr01) free act and deed before me, Notary Pub lac My Commission expires ��,= 4.TZSC'� 1 n�`�Y ; F ({ RECURDEU JAN 986 t {� i 5nu6:,-6j?.ct 195 40753 L/ 7) R=NSE OF DR'�1MACM F-AIS&E U '. WE, MARTIN J. FLYNN, JOHN C. KLZM and JEFFREY D. WILSON, the duly elected BOARD OF SELECT^EN of the TLS.vN OF HAISISTABLE, a mamicipal corporation located at 367 Main Street, Hyannis, Barnstable County, Massachusetts, pursuant "i to a Vote under Article Q-8 of the Annual Town Meeting held Dray 5, 1984, a cop I of which is hereto attached, DO FO MY RELEASE, to DALE SETrERLUSTD, formerly ip an,wl - Dale E. Nugnes, of 262 Elliott Road, Centerville, Massachusetts 02632, a twenty-foot (201) drainage easement as shown on the plans of land entitled and 1 filed at the Barnstable County Registry of Deeds as follows: In Plan Book 122, State Page 97, "Subdivision of Land in Centerville-Barnstable, Mass., Property of Seabury W., and W. Elroy, & Sarah F. Bearse, Scale: 1 inch = 40 feet, July 6, 1955, Bearse and Kellogg-Civil Engineers"; in Plan Bock 220, Page 95, "Subdivi- sion Plan, Centerville, Mass., As Surveyed For William R. Kelly, Scale 1 In.= 40 Ft., April 10, 1968, Nelson Bearse-Richard Law, Surveyors, Centerville and in Plan Book 234, Page 83, "Revised Plan, Centerville, Mass., Belonging to Peter J. Nugnes, Scale: 1 inch=40 Feet August t 26, 1969, Nelson Bearse-Richard Law, Surveyors, Centerville." U IN WITNESS WHEREOF, the said Town of Barnstable has caused these present! C a to be signed, acknowledged and delivered in its name and behalf by Jeffrey D. j$ Wilson, John C. Klimm and Martin J. Flynn, its duly elected Selectmen this o d 7A day of December 1985. j BOARD OF SELECPMEN, TOWN 0 BARNSTABI2 ' Y r I ' i . 1 1 Y oo�6J61 se 197 TOWN OF �ARNSTABLE OFFICE OF \� BOOA6361PeCE 196 " at'a CLERK AND TREASURER ( t uenila+t 1 1 ±. '� Maio.`• HYANNIS,MASS., Q74-MMALTH OF t,SSAMEfS I ►A AN,CIa A.LANT[IN[ 011AWIR T Barnstable, ss: 7 11985. :i:'J:.' MYANMI[,MAGI.01401 Then perscrally aged the above-named Jeffrey D. Wilson, John C. ynn and acknowledged the foregoing instnment to be the free article?-B. To see Ir the Town w111 release a twenty (.0) foot Klimn a Martin J.F1 drainage. easement e.c shown an a plan of land entitled "Subdl vision yet and[teed of the lawn of Barnstable, before ne, I' of Land In Centerville-1--table, Mnss., Pronerty of Snabury w., w. Elroy, srareh F. neers9, sea a: 1 inch- 4a Feet, July 6, oaarse and K.11—n-civil rnvinrara• one on a n1.,n er lane evised elan, eenc entitled "Rervll le, Ness., Belonging to pater J. (' f y .r w ,�'•,)�:;ij�. Nuonas, Sealn 1 Inch <0 lost, Aunuae 26. 1969, Nelson nearaa- �ir�lra 1a. '. Al the re law, 5 C rvllle.", seld plena having Daon • My cmmleeion a 1q ea '� .3.7 19 8 S' ':•'k."?'�`, f11.A wl to thawearne ea l•]aorown Clark. th T n lAi :y X upon rl— t duly redo one.gaconded It .a weed et thn ew author,z0 Cho Board of Aelecemen to Ili event ease a (10) Copt drainaoe easemene as shown on a plan of land entitled "Subdivision . of Land in Centerville-narnstabl e, Mass., property of Scahury IV., N. Elroy, 6 Sarah F. Dearse, scale, 1 Inch -40 feat, July 6, 1965, Bearrc and Xelloag-Civil Engineers" and on a plan of land entitled "Revised Plan, Centerville, Hass., belonging to Peter J. Nugnes, Scale: 1 inch- 40 feet, August 26, 1969,.Nelson Bearse- t, J Richard Liv, Surveyors, Centerville.", said plans having been filed with the Barnstable Town Clerk. Unanimous ir hereby certllg that the foregoina is a true copy of Article 0-8 4 and the vote thereon at the adjourned session (Nay 9th) of the an- nual town meeting held In the Town of narnstable on May S, 1984. n Attest, J .. �•-i ry�(: (S°.p'-� Tovn Clerk It�aan�sT►nhr.. ' MASS th. i. v II fiECOfiDED JUL 2188 i s - = I f.°,i BOGK%a PAGE -ram OF P%—&Ib A CF f , P20PO50 MAN EASEM�i� AGE '�tl WDot-i to tvILLE rIDEP.T. OG FuaUc vYQ2jG VI 7EE — O 10 20 10 40 SCALE 1Nhs 404T 2 3 0 1 WATA ..137 Q a}O W1DE Nil*53:40�E� 5�.21 11.20 . Z �\ PEZER J•N�)GNE3 V.p � • d9 a • DALE fa. tvU6KES - �` ' -�• - 9K. 1418 PG.394 G. a 6. ps ��0 S i FRANCX%L VAN60S►(1�K �' 1 V6 f0 R R!•a % uIt 5� 01,1L�P KAZ4l�EEN M. VAN9�J�K1RK .'�. 9K.1443 PG. Sol o-'b-4D'59' 30"rV .1'S1.1 M' m ��I:Q.c��-e f3� PL AN�1/A!G BflA.�7.: ��A �• �/0r-/ C a siTl¢C7L_L.AW, A./Or �T i certft that this Dian has been pngared i.. 1�►arrttly that the ahoNa do conformity with the ruies and replatlans o• an diNntdlns� thb plan WONWON �. the li8gisters of Deeds of the COrnma+wane... an aanarshlpa ad the Gsn d the su•cu and ao rays sh an than atpuft ofprivaEa as • of Massachuse0t>s J K `_ e••::rants o ways awady aaublbha4 ad ant No' •�•a tie lin®to diriaks at aaiatlp 11 for nowWra an ahmla a to • ��� ARDITO, SWEENEY, STUSSE, ROBERTSON & DUPUY, P.C. ATTORNEYS AT LAW 25 MID-TECH DRIVE, SUITE C WEST YARMOUTH, MA 02673 (508) 775-3433 Telephone (508) 790-4778 Facsimile Edward J. Sweeney,Jr. Richard P. Morse,Jr. Michael B.Stusse Betsy Newell Donna M. Robertson Thomas P.Carpenter Matthew J. Dupuy Kelly S.Jason Charles M.Sabatt Herbert F. Lach,Jr. Tracey L.Taylor Charles J.Ardito P.C. Girard C.Brisbois PLEASE REFER TO FILE NO. 5741X December 9, 2004 Mr. Peter Sullivan Sullivan Engineering, Inc. P.O. Box 659 Osterviile,MA 02635 Re: SE3-4322/Kelly/7.5 Pheasant Way, Centerville Dear Peter: In researching the relevant titles on the Kelly matter I have discovered that the Town of Barnstable released the drainage easement that ran through the center of Lot 8. It established a new drainage easement along the southwesterly lot line. For your records I am enclosing herewith the instrument conveying the new easement to the Town of Barnstable recorded in the Barnstable County Registry of Deeds in Book 4576, Page 339, a copy of the release of the pre- existing drainage easement recorded in the Barnstable County Registry of Deeds in Book 6361, Page 195, and a copy of the plan of the new easement recorded in Plan Book 409, Page 34. If you have any questions, then please call me. Sincerely, Char es M. Sabah CMS:eah Enc. C.C. Peter Kelly L CEO V t , Town of Barnstable HAS& Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. December 6, 2004 Mr. Peter Sullivan, P.E. Sullivan Engineering, Inc. P.O. Box 659 Osterville, MA 02655 Dear Mr. Sullivan, You are granted conditional variances on behalf of your client, Kelly Family Realty Trust, to construct a replacement onsite sewage disposal system at 75 Pheasant Way, Centerville. The variances granted are as follows: PART VIII, SECTION 9.00: Approximately 50% of the leaching facility will be located within 3.4 feet of naturally occurring soil (measured above the maximum adjusted groundwater table elevation), in lieu of.the required four feet minimum. PART VIII, SECTION 1.00: To install a soil absorption system 57.5 feet away from a bordering vegetated wetland, in lieu of the required 100 feet separation distance. PART VIII, SECTION 1.00: The reserve area for the soil absorption system is designed to be located 57.5 feet away from a bordering vegetated wetland, in lieu of the required 100 feet separation distance. These variances are granted with the following conditions: (1) No more than two (2) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. SullivanKellyFamilyTrust (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to two (2) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The twenty feet wide drainage easement shall be relocated and-/or expunged as noted on the submitted plan. (4) The septic system shall be installed in strict accordance with the revised engineered plans dated August 20, 2004. (5) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans dated August 20, 2004. These variances are granted because the physical constraints at the site severely restrict the location of the soil absorption system due to the close proximity wetlands. Sin r ly yo r , ayn Miller, M.D. Chair an SullivanKellyFamilyTrust DATE: � V '— O . FEE: 85� 00 NAM aenrrsr,►aca. . � g MC. BY Town of Barnstable Ste. DATE: Board of Healths 367 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.RaskjLS. FAX: 508-790-6304 Sumner Kaufpi-11.M.9.H. Rai'h A Murphy,M.Dx VARIANCE REQUEST FORM C= LOCATION Property Address: C Assessor's Map and Parcel Number: Inklo ;Wl Size of Lot: •Gt,YL 0 /:3 4o r— Wetlands Within 300 Ft. Yes V Business Name: M No Subdivision Name: APPLICANT'S NAME: /�"1�Pi1'- dS Phone — 7 70 Did the owner of the property authorize you to refresent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: r�r'»i& Rett.1.4 Trull Name: 61,0/iY61i1'j `^l9�jd2¢e,ri/l�7 ��- Address: 13 P/1WjA* 4Lay .�pypk/^yi*,Address: / /cv—& ' lcct - P•d'sa 657, C)J+,'v t lie Phone: 1?0 3 LXV Phone: 4,109— �a�''3v3 q q VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) -rawr) o f-- Arc r iuAkt& Axt-IfZT- 0n 6,W etspu4L fad NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System ❑ New Checklist(to be completed by office staff person receiving variance request application) .7 Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) —71 Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) V Signed letter stating that the property owner authorized you to represent him/her for this request 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 variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals(same owner/leasee only],outside dining variance renewals[same owner/lessee 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/VARIRE4 S a { U.S. • • m RECEIPT m „n (Domestic m For delivery information visit our website at m C ' L a E ra Postage $ LINI E3 Certified Fee E3 Return Reciept Fee Popp E3 (Endorsement Required) �P C ?� i D 0 Restricted Delivery Fee C 111 MO �0 1 (Endorsement Required) r-9 Cj Total Postage&Fees m o s TO 1 t No•. :.. ........ ... .... --------- or PO Box Na - ------------- - -----------... ...0Y-----------------' QW,State,ZIPF4 A- P9 o'PS Form a� :rr June 2002See Reverse for Instruc Lio" Certified Mail Provides: ■ A mailing receipt W, ,aeoo?eunr'0096 Wlej Sd ■ A unique identifier for your mailplece ■ 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 Mall®. e 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,a Retum Receipt may be requested to provide proof of delivery..To obtain Retum,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 required. • For`, additional f e delivery may be restricted to the addressee or addressee's authorized a ant.Advise the clerk or mark the mailpiece with the endorsement"RestricteNelivery" ■ 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. Internet access to delivery information is not available on mail addressed to APOs and FPOs. UNITED STATES POSTAL SERVICE `p,•, First-Class Mail ~ C; Postage&Fees Paid f' n� USPS 6u ' ' Permit No.G-10 :1� r_.i CrF • Sender: Please print qucnclon address, and.ZIP+4 in tFysJ3Qx' a._. _ SULLIVAN ENGINEERING INC. i P.O. BOX 659 OSTERVILLE, MA.02656 till IIII ifi;Ili,,i,t,llfi,iili:,fill Ilfiil,itfli,lillIIIIIIIII r— SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Sig re item 4 if Restricted Delivery is desired. El ■ Print your name and address on the reverse X lllfff'�� ❑Addressee so that we can return the card to you. "■ Attach this card to the back of the mailpiece B. R eived (P' ted ame lv) C. Date of Deliery , I' , or on the front if space permits: f 1. Article Addressed to: D. Is delivery Kddress different from item 1? ❑Yes pp If YES,enter delivery address below: ❑No Pkwv -,a/ t✓a - i I 3. Service Type XCertified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number j j 1 I (Transfer from service labep I{ �� ��7 0 0�3 "31 i D 10 0 01 '13 8 0 3.5 4 61� PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 h UNITED STATES POSTAL SEMASE,,,�o�-,�.,` First-Class Wil. P.pstage:&..Pees.Paid LISPS-, - - Permit-No.G-10 • Sender: Please prin your narrjj�, address;-and Z1P+4 in this box• I SULLIVAN ENGINEERING INC, P.O. BOX 659 OSTERVILLE, MA. 02655 i i I i SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Si gnat e item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you. p e, ri ted Name) C. Date of Delivery ■ Attach this card to the back of the mail iece, or. V:on the front if space permits. 64,/'-k� D. Is delivery addres different from item 1? ❑Yes 1,. -�X Article Addressed to: If YES,enter delivery address below: ❑No 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 (Transfer from service labeo i i i i 7,0 0 3 i 3]11 1 0 0 01 1�3 8 0 i J 5 7 7:i i i PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 Mow UNITED STATES POSTAL SEwv = First-Clasi MiA ' ` ` Postage&Fees Paid / , } USPS Permit No.G-10 • Sender: Please print your_fiame, address, and ZIP+4 in this.box• SULLIVAN ENGINEERING INC. P.O. BOX 659 OSTERVILLE, MA. 02656 =w= • 1111,11 till fill 11111If1,1111itt,Ili 111J,11ififi,L11irli„id SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Si nature item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you. a Received by(P bted ame C. Date of Delivery ■ Attach this card to the back of the mailpiece, RR or on the front if space permits. f �- U�` r Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No I Chu K- 4(, W-Gak., s 3. Service Type L Certified Mail ❑Express Mail 3 y99 y ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (Transfer from service label) i i 7`0 0 3 i 3 i110 0 0 01 1380 3560 PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 R r 1 Fequired Sec�ion1.00 Town of Barnstable Part VD1: On Site Disposal Regulations: The 100-foot setback regulation. There is 94 feet from the high water line to the reserve area at the closest point. There is approximately 50.5-foot separation between l BVW and both the leaching area and the reserve area. Town of Barnstable Part VIII: On Site Disposal Regulations: Section9.00 Installation of On-Site Sewage Disposal Systems on Marginal Lots. `"There is at least a four foot depth of naturally occurring pervious soil below the entire area of the leaching facility and the designated leaching reserve area. The four foot depth of naturally occurring pervious soil must be above maximum water elevation" Approximately 50% of the leaching area has between 3.4'to 3.9'above the maximum water elevation. One hundred percent of the reserve area has between 2.4'to 3A'above maximum water elevation. The presence of State and or Town Coastal bank has not been determined..The locus is% of a mile due North of Nantucket Sound and in general is not seaward facing. The property will be restricted to two bedrooms via a deed restriction.The septic system Ihas been sized to a two bedroom design. i August 10, 2004 Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 RE: 75 Pheasant Way, Centerville Kelly Family Realty Trust Dear Board of Health, As trustee for the Kelly Family Realty Trust, please be advised that Peter Sullivan or John O'Dea of Sullivan Engineering has my permission to represent me before your board in matters relating to a septic system design at my property. Sincerely, P"erlly i SULLIVAN ENGINEERING INC. 7 PARKER ROAD/P O BOX 659 OSTERVILLE, MA 02655 Peter Sullivan P. E. Mass Registration No. 29733 psullpe@aol.com phone 508-428-3344 fax 508-428-3115 DIRECT ABUTTER LIST FOR MAP 228 PARCEL 136 FOR BOARD OF HEALTH VARIANCE KELLY FAMILY REALTY TRUST 75 PHEASANT WAY, CENTERVILLE MAP /PARCEL OWNER NAME 228 135 Martha H. Kelly 93 Pheasant Way Centerville, MA 02632 227 002 Christopher K. Bullock 227 142 253 S E Wells Drive 227 143 Stuart, FL 34994 208 144 Jonathan H. & Lisa C. Baxter 78 Pheasant Way Centerville, MA 026323 208 145 William R. & Beth A. Couet 62 Pheasant Way Centerville, MA 02632 771 J Town of Barnstable CF 111E Tp� Board of Health i * anxivsTna , + P.O.Box 534,Hyannis MA 02601 v M^� 1639. erED��p Agreement to Extend Time Limit for Acting Upon a .Variance Request In the Matter of a variance request form received on r , UI z U�,-r 19, yD� the Petitioner(s), " ' regarding the property at h , the petitioner(s) and the Board of Health agree that the Board of Health has until S� (insert date) to act upon the Petitioners'completed application for a variance. In executing this Agreement, the Petitioner(s) hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. Petitioner(s): Board of He h: Signature: Signature: n Petitioner )or Petitioners Representative . dfiairman Print: Print: Susan G. Rask, R.S. Date: 2001 Date: 2000 Address of Petitioner(s) etitioner's Representative - C pN Town of Barnstable Board of Health Town Hall ©fib Public Health Division Office 367 Main Street, Hyannis, MA 02601 Phone(508)862-4644 Fax(508)790-6304 file q:extend.doc fY r 4 ' j+d 1 F 201-011 • V� O _ __ - - - - - - - - - - - - - - - - - - - - - -I I 0 0 z 0 � ► �- - - - - - - - - - - - - - - - - - - � - Ln io Luo Qo g It � r I I I I o N n I I I I I I I I I I I i I I I I i I I I I e o 0 i - � � 71TUP I uP � z w - - - - - - - - - - - - - - - - - - - - - - - - - 20'-0" a. Z wmw FOUNDATION PLAN FIRST FLOOR PLAN • 1 ON -- - - - - - - - - - - - --T- - - - - - - - - - - - -I —V O W �! Z � co I I o °I , Qo � i II I I I N I I I I I t- I I I o I I I I O I u to III o m I I I , I I i I I I I —D I I I i I I I I , I I —3'-0" o - DN UPLo >- � w L-- -- - - - - - - - - - - - - - - - - - - - - -I a. Z V � v SECOND FLOOR PLAN ATTIC PLAN Q w Z co O N uL O O i {LLJ- b t- Q O �n u �N e-- } < < Oil Z EEI Q4 } W Z W M W FRONT ELEVATION 1 0 W Z ob O LIB t/1 LEI III J N w O � N e- C C E-- W _.1 cz } W J C.). Z REAR ELEVATION 4 .Y as. Q E:lt Z � C/1 N w 0- w � Fill MF[FIU111 I FjjFFrEE I Ll Li Qo � � � N e— Q CQ }" Ly,j Z.-1 Qw v, j C4 � w V � v LEFT SIDE ELEVATION RIGHT SIDE ELEVATION s O L U rl Z co O N w O C) -QQ� Q OO �n u � N e- ZL J Q � C/1 cz LLI Z LLJ M Lil SECTION I ' I � 20'-0" ! O� I - -- - - - - - - - - - - - - - - - - - - — — — — Q LLJ t Z � I tn Q 0 Ln II o ! j N i i I I I I I I I I � Q 7 � < I UP I I UP �- �i V) > — --- - - - - - - - - - - - - - - - - - - - - -' 20'-011 w th w ! FOUNDATION PLAN r� v :.FIRST FLOOR PLAN I s i I I . i o\ -- - - - - - - - - ; - - - - - - - - - - - X7 � : X x � u X7 x:> X K I w 1 .X Xx� x : , O o L ° !Y I I I I � I !, o m q II o I � II cz I I o LU I —DEN 5-0 Q x CD o �- �; DN UP I I �n . I I Z - - - - - - - - I I I Q L - - - - - >- �-- - - - - - - - - - - - - - - - - - -I w o=, Z SECOND FLOOR PLAN ATTIC PLAN i i ., -- ...------------`-`------- III I II; It GN `ct / �J T`— —I� 4— —'-j-� I`-�-r- -'T^-;- Y .Z ^-'�-- (1 1—_ O I.TI J��•I ��I=',� I I '�i •ITI�-{ter ! �j I I �:71-�J--•+i rOn lLn O LLJ Q J � W \ Q to 11 U EEI 11E I jilt < < I I I i L j Q � w w w w FRONT ELEVATION I I II K � T I w O i i i i v 1 i rqO J O I i i I I Q Q W w w 4j w REAR ELEVATION i j . 4b co N w O e- I I I _ I � j Q wa- W LEFT SIDE ELEVATION RIGHT SI DE ELEVATION ON i a/ O / L LJ l i Q � Q p VVN i I i I , I i it ,, ❑ < Q z L } w Zja=. Z wow SECTION k _ I i 1500 Gallon Septic Tank m tir50. " iz �y^ .. ;• I5' See Note - = No.4 o F.F. 19.0. F.G.1T.35 LL __ NOTES z'syw•4`�• `�' ~ S• 11 3 Bo1.El.15.6 10 i 1. Water Supply For This Lot is Municipal Water. n. Min. 2.Location of Utilities Shown on This Plan Are Approx. e6yMppd • • Existing / Adjusted Groundwater El. At Least 72 Hours Prior to Any Excavation For This e�y. Grade -� Project The Contractor Shall Make The Required F .�" •• 10.6- 7/04 - in in r- 0 - Notification to DIG SAFE-1-888-344-7233, ;••• �' _-" a - - - 3.The Contractor is Required to Secure Appropriate b' .: • Permits From Town Agencies For Construction Defined by This Plan. . " `' • DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM 4.Install Risers as Required to Within 12"of Finished • ,�, tr Grade. 5.All Structures Buried Four Feet W)or More or s, "� ._:�•• " ' Subject to Vehicular to be H-20 Loading. 6.Septic System to be Installed in Accordance With a'• �o ` 310 CMR 15.00 Latest Revision And The Town of ' • Barnstable Board of Health Regulations. ~, �- Z All Piping tobe Sch.40 PVC. Variance Required m LOCATION MAP: Town of Barnstable Part VHL On Site Disposal Regulations: Section1.00 c DESIGN DATA The 100-foot setback regulation. There is 100 feet from the hi water line to the o p Single Family-2 Bedrooms " ' $� � ti No Garbage Grinder Scale: 1 = 2000 f primary and the reserve area at the closest point. There is approximately 57.5-foot Daily Flow: 2 x 110 gal.=220 gpd separation between BVW and both the leaching area and the reserve area. Septic Tank:220 gpd x 200%=440gpd \ Use a 1500 Gallon Septic Tank. Town of Barnstable Part VIR:On Site Disposal Regulations: Section9.00 h LEACHING AREA e 220 d/0.74 = 298 s.f.Required ASSESSORS REF.: Installation of On-Site Sewage Disposal Systems on Marginal Lots. `"There is at least ti� gpd , + � Use Bottom Area Only Mop 228, Parcel 130 a four foot depth of naturally occurring pervious soil below the entire area of the d 0° err 12'x 25' =300 s.f. Provided leaching facility and the designated leachingreserve area. The four foot depth of 0 c g �' � � ° 1 LEACHING BED DESIGN OVERLAY DISTRICT. naturally occurring pervious soil must be above maximum water elevation" � �`Qo �� I All Pipes to be Schedule 40 PVC AP - Aquifer Protection District CV or \ i Perforated With Ends tobe Vented.Use 3 - 4"0 Distribution Lines in a 12'x 25 R Shown o Pion Entitled o ��� / 'Revised Groundwater Protection o °�+• / \� Leaching Bed as Shown. overlay Districts" - April, 1993 The property will be restricted to two bedrooms via a deed restriction. The septic system P Peery o � has been sized to a two bedroom design. 4 / p� ZONE: xEvtsaD rs ant sv>u►>nT.u.ar�sr �j \ 6 \ %\ �sSo �,c• RC t;F3- 32Z �0 Area (min.) 87,120 SF(RPOD) 9�o'!a Front° e (min) 20' width (min) 100' nrrsicArlrsxA BETER KELLY or476 �\ ro�� 1616• �or�Jy Setbacks: k ^�a' PHEASANT WA`I o \ i Front 20' rnaJacrsocr►nort: CE/vTE21/1 LLE, M M� utility ,\a� �r \ \ , s� Side 10' Pole � � \ l oP 9' °`�-�� K'oaao Rear 10• Thu project bas.�been issued an Order of Con ditioaa ❑ 7S r e°�"Q i a•O / tS �19 aA �. e� or ��� Q�� o-r'v0' o - - FLOOD ZONE: O., 18 OJ / z� / � �- Zone A10, B & C (see pion) Order of Conditions yet issued �, 7 ti k -- —_ —_ —_ 17 -- Q•p, 4 � o Grp �. \ Community Panel No. Lot 7 T� — _ ,16 #250001 0008 D This plea will be considered an Q / O / �� \[ 15 July 2, 1992 Dow 0 00, �� 73 ��� / �O� /� X�6 �� — _ Areo Summory: �N '� i— ao° y� —�-- — — 13 15,6181 SF Totul Areo / r� 'Ni — 11,4891 SF Uplond Q - / ,� 1 4,189f 5F Wetland or v i Directions to the Site: — 2` / N tN� '� % �� From Hyannis West End Rotary- follow o h� �oR``�N�� ��" West Main Street to Pine Street (Compass e°` ru /,°.�' �c� s�,TES�P / / � ,'` Al 00 Bank on corner) and take a left. Bear left Qo �QP� b �� o N�' :i ,� Zone B _ onto South Main Street and then take a a\ ..,� : /�'� — Zone A10 left Pheasant Way and the lot Is on the �a°e o� �i'` ,' o° �'� ') left #75. 10.1 r 1 20 Existing Lawn Area to be Let go Natural. No Future Mowing A3 . (4.235 s.0 Edge of Wetlands Flogged By ENSR Flood Zone From FIRM Map June 12, 2002 Zo WLOE DRAINAGu_ Community—Panel Number °A 250001 0008D July 2, 1992 � one / � 6 � ••'•. i G / / � � ►\f0 IZEL.00ATEtJ Zone,A10 , eat ... Zone — Ed9....... — — lY� i� '► '\ '\f0 C; A8 ('Q ;' Plo A24r', ,/_10— / Plot Al 6 Qreh�h A7 � A6 / / r 1% r t`hti00 L 9 ;\ /5 c [/[ 5 J \ \ Lot 8 70.00' 9293 ,. Cheek ophe GRO u NO WATER ADSUS"'rMe.N-Y ES35 9 OCk _ - \O`j• �s �,� GRouwDWATeR(c7t L=L-. 1o.S �6%0 ?�•` v: �' t Iv OEx �h/EI-L-: tut!\N'L4 ZONE C i` C. r�l.�ii'i G a .,t AD3L15TMSNT: J�uL-y Zooy ,� c} AOSuS-r'60 &QouNO WATER EL. !0•6 / 1i, - ��. - U LHE!*-Ui( td ,p t •� 7srwF PLAN VIEW # d312 3 Scale: I 20 9 �c,o �� rql 11 1 ��..1 �• a ""�Cil�`d `�� Tt=ST HOLE 1 EL. is ,0 TEST HOLt 2 EL. 14.0 ) o GRASS,TOQ501`, ' O O LOAM Z„ sRowN COAR5E SANv 2,t E BROWN COAStSE SALT D 100 1 O y R 5'/3 1 0 Y R 5/3 11t � YML'ISH 6RN CoARsE 6 Yet 1541 6RN GOAciSt S�\No IOyR/S- & p 52�taD I0%/R SIG , 3'-0 10'-0" 40, EL`tbH 6RN, CO.\RSE 4LYL=>_'isw C SAND LOYR L%,/ „ C SlaNp tOYt� Qti%yC0Al2St I 9'Min. }02' G(iouNO'wA"TERQ 102.' 40 G?OUNDwATGRC� ao'� Finish GradeIZ35 PEQC O 6•1 L." 53" Compacted Filt—� Filter 4"0 Perforated CLo ss 1 tnATGt2LAL f Fabric PVC Pipe CLA65 1 MATERIAL_ LOSS THAN MIN/INC.H L-LzSS _r"AlfJ 7- "%N/INC_H E 3 N 1/8"-1/2" 3 CG�/1- SuL-L.IVAN•ENGINMERINti,INC Pea Stone wITNE5S• D.IoTANTON,TOO, BOH a_ I� �I C�AT�t "7/2"1/Ota u '' I 3/4`-I I/2" PSc<l< No. 10,•735 0 - ',o I Double Washed a Stone Ld 3,-0" INS�1N -�yJ/L_ • (Typ.) 12-0" e ul� s €iltt_ei Impermable Existing Barrier(Typ.) Grade CROSS SECTION OF LEACH114GBED Not to Scale 10/19 ON MOVGDSEPTIC 91/STEM pERC3oARQ OF HEALTH (zEVLSIoN &/20/Oy ADDED L-S-A.GH PIT 1=0R ROOF RUNOt=F Title: PREPARED FOR: PREPARED BY. CapeSury Sullivan Engineering, Inc. SITE PLAN . Peter Kelly PO Box 659 PO Box 718 PROPOSED IMPROVEMENTS 93 Pheasant W.Qy Z Osterville, MA 02655 Hyannis MA 02601-0718 N 75 PHEASANT WAY Centerville �,l /1 02632 (508)428-3344 PSWIP Oool.c 5 fax (508)790-7902 (50 rvQc-o 7905 fax l� �V!/`'1 PSulIPE6�ol.cam capesurvC�ap ecod.net o CENTERVILLE, MASS, ^j 20 0 10 20 40 60 Comp./Draft MJD Field: WHK/MDH Date: Scale: Review: PS Comp./Draft: MDH/RRL August 4, 2004 As Shown 1 22005 Drawing # C552Gl.dw 1500 Gallon Septic Tank Co 15, See Note - �o !; ��' • No.4 LL F.F. 19.0- _ « •o.. i .;: F.G.17.35 _ _ NOTES ••4 3 Bot.El.l5.6 -r- . . e +} 4� I I— _ --- -- l0 1. Water Supply For ThisLotis Municipal Water. /' �: _._ Min. •�� �' 6/. � ,`. ♦ ,. J� 5'Min. 2.Location of Utilities Shown on This Plan Are Approx. eeGhwOOd Existing / Adjusted Groundwater El. At Least 72 Hours Prior to Any Excavation For This 'PPFM Grade 10.6- 7/04 Project The Contractor Shall Make The Required /•�• M rr Notification to DIG SAFE-1-888-344-7233, ,ram 3.The Contractor is Required to Secure Appropriate �: Permits From Town Agencies For Construction Defined by This Plan. •� DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM 4.Instal I Risers as Required to within 12"of Finished •`• " Ate' : __.... _..-- -- - --.. ...--- ............. Grade. �. � ..: •r 5.All Structures Buried Four Feet(4) or Wre or •y�•• Subject to Vehicular to be H-20 Loading. 6.Septic System to be Installed in Accordance With a• o 310 CMR 15.00 Latest Revision And The Town of Barnstable Board of Health Regulations. �- • � 7. All Piping to be Sch.40 PVC. oe• _ __ - Variance Required m V - ' Town of Barnstable Part ViII:On Site Disposal Regulations: Sectionl•00 c g, DESIGN DATA LOCATION MAP. The 100-foot setback regulation. There is-1 00 feet from the high water line to the ti No Garbage GrindSingle Family-2 er rdrooms �> . primary and the reserve area at the closest point. There is approximately 57.5-foot Scale: .1 = 2000 f PP Y Doily Flow: 2 x IlOgal.=220 gpd separation between BVW and both the leaching area and the reserve area. Septic Tank:220 g pd x 200%=440gpd \ Use a 1500 Gallon Septic Tank. Town of Barnstable Part VJJL On Site Disposal Regulations: Section9.00 In LEACHING AREA Installation of On-Site Sewage Disposal Systems on Marginal Lots. "There is at least wee 220 gpd/0.74 = 298 s.f.Required ASSESSORS REF.: a four foot depth of naturally occurring pervious soil below entire area of the d o} �/ Use Bottom Area only Mop 22ts, Parcel 130 O 7� 12 x 25 =300 s.f. Provided leaching facility and the designated leaching reserve area. The four foot depth of 4 Ob naturallyoccurring pervious soil must be above maximum water elevation" 5 rL a LEACHING BED DESIGN OVERLAY DISTRICT: � �Q ors \ I All Pipes to be Schedule 40 PVC AP - Aquifer Protection District '\ Perforated With Ends tobe Vented.Use c 'Z,�'►� \ 3 - 4"0 Distribution Lines in a 12'x 25' As Shown on Plan Entitled o pC�• �� Leaching Bed as Shown. Revised Groundwater Protection 0 orb �\ 0 Overlay Districts" - April, 1993 The property will be restricted to two bedrooms via a deed restriction. The septic system has been sized to a two bedroom design O� \ I ZONE: RE%WW FLAN SUM=AL SHEs7 ,) \ h /; \ 'r6, c> IX, RC y 2.Z \ ,o `r Area (min.) 87,120 SF(RPOD) 3 / \ �S4- 9�o!i Frontage (min) 20' erpuc�xl-sx f�GT�R K�L L Y s,° •9 Width (min) 100' orAjs ( o�,o \ , ti' ��e�J9 Setbacks: -7 S P N EASA NT wA`l 1 r Front 20' rxa>EcnocAnozv: CCNTElLVI t_LE� M uRity .\a0 / �r \ `n , Side 10' Pole + \ �or e' �\! i °`�o � ho°y Rear 10' 421 This project bas already kern icm�ed an Order of Condition ❑ ti0 /�� 62 r ����Pv Aa \\ S 19 OR r e 0 40 /�,�� o-�v ;' o ' - - - FLOOD ZONE: G Zone A10, B & C (see pion) Order of Conditions not yet ieaueyl ®, Q 17,4 iv g�Q? �' // \ — — — —\ — —_ —_ —_ 17 \`\ Lot 7 T� Community Panel No. This vtd11 be aoasidered as 0e Q / O ! , 16 2July 2,01 1 992 008 D 6, lb Dow N 5� / o / x �P`" _ _ ,1 Areo Sumrnary. 2 \1 oo� 15,678E SF low/ Area �72 1.1.4891 SF Upland 4,189E 5F Wetland - -71 ` :. Directions to the Site: I From Hyannis West End Rotary- follow / °q�� K� �� —' West Main Street to Pine Street (Compass �e� �, // o � ''� E °�` / / ,'` A 1 / so o� 5 / / A2 Bank on corner) and take a left. Bear left e o �+P� /: /� �•' Zone B cnf. . cr%5Pfh AAnln Street and then take a a' a % / ' �— Zone A10 left Pheasant Way and the lot Is on the �a" o.c',cv' - i - .. / _ _ q i _ �'- ,� .' (El.=11 ' / / ,, left #75. 20 Existing Lawn Area to be Let go Natural. No Future in A3 �' Ut Mowing / (4235 s.f.) Edge of Wetlands Flogged By ENSR Flood Zone From FIRM, Map 2o'wipeE DRA�N� Community-Panel Number BY _ 'Z50001 OOOSD Jul 2 1992 y PAG9Z ttgS A,t4 V RECOCATE.P , Oe B \ , \5�1Now� ..... . '° / �`/ ,!� .�. O To SOUTHERN PART OF LOT rr Za�O \ ` ; �X a of L,,.• •• ' 0'" •' \,/ Cry SEE PLAYA 'BOOK 404 PA&t o(1e , — /� Ed9....... � — _. ............. . .. ... '\� �\ /�A4 v/ � '\ 0 3N a 13oOK 457E hAGE 339,_ , P/o A24r11 ZA8 / ` 10— �' �' j� / / 0k,P/ot Al 6 J§0 / Boa sera°C 70w N 7 /A,qr ?e , S 9p 9� Lot 8 69. 10.00'` ' Ch`�s N O �� t B.6 GROUND WATER r�Dousrt.n�N� S`35p98s//ock \ ,^ 0� . GROUND\ti/ATER�Q �L, b•S J. 7 Ir of x \kElt-= M 1\N 29 ZO N E C - ,Q 0 AD3�i5TME7JT _ '1.(1'JTuLy ZOOy ADTUST�O Gc`ZOUNp WATER EL. 10.6 PLAN VIEW *t _ Scab 1 = 20 O TCST 1-IOLE 1 EL. 15.0 O TEST HOLt 2 EL. 14.0 • &RA,55,TOPs0l—, O GRA6SiTOnS01<_� LOAM � LOAM Z 6 BROWN COARSE SAND 2 i3ROWN COARRSE SAND 1 O„ 1 O Y R 6/3 11 10 `/R 5/3 1 d Y�L'ISH 6RN Coh tksE 6 \/Eti 15�1 6RN GUARSC u SAxND IOY1R/.S & ,� SL�ND IovR S/G , 40. 3'-0" lo'-o" LT. YEL`tSu 8RN. COARSE y7 LT, YL=ti1S71 BQN• CAARS� C SAND 1OYR 6/�-/ „ C SANt� 10`1R c./,-/ 9"Min. I O2' q0 I Finish Grade 17.35 G<<oUNDw�\TER Q I OZ CTQOuNOWATGRC� ?O' ReezC 0 L4 t<" P=RK� 53" Compacted Fill—� Filter 4"0 Perforated CLo.SS I MA-TGR1AL CLA65 7 MATERIAL_ \ c am v .� Fabric PVC Pipe L-G65 T4•IAN r"AiN/INGI•A lc5S T$4A,rJ 7_ M%N/INCH -1 � � 3 N � I/8"-I/2' 3 Gam/ SuLLIVAN-ENGINLER7NG ,INC o Pea Stone v11•TNESS'- D.6TANTON,TOO, BON � R - 0 1 I pATr=:-x/ZI/04 % �l.lrl: �� '+ o — '� I 1 d) 3/4'-II/2' PERK No. %O,-735 t 0.2 7.�+a Double Washed CY Chill. � � Stone W K (Typ.) 12'-0' pi sitsil�l=ei Impermable Existing Barrier(Typ.) Grade 1z zs/d+ RELOCATED DRAWA`C �A �M�t\►T CROSS SECTION OF LEACH INGBED to/t9 oN Mov�DSCPTICSVSTEtn Pt=7z� OAReOFHtAL�N Not to Scale (ZEVIstoN 8�20�0'-I ADDED LE-AcH PtT 1=0R ROOF RUNOGF Title: PREPARED FOR: PREPARED BY.• Sullivan Engineering, Inc. CapeSury 4 SITE PLAN Peter Kell PO Box 659 PO Box 718 (b Osterville, MA 02655 Hyannis MA 02601-0718 PROPOSED IMPROVEMENTS 93 Pheasant Way 7 N 75 PHEASANT WAY Centerville MA 02632 (508)428-3344 PSullP @ooLc 5 fax (508)790-7902 (5survgc pecod fax PSuIIPEC�bol.corn copesurv�eicapecod.nef o CENTERVI L L E, MASS. N 20 0 10 20 40 60 Comp./Draft: MJD Field: WHK/MDH Date: Scale: Review: PS Comp./Draft: MDH/RRL August 4, 2004 As Shown Proj. # 22005 Drawing # C552Gl.dw 1500 Gallon n Septic Tank U. of 15' See Note . No.4 LL F.F. 19.p. _ — - _ .- F.G.IZ35 B at.E1.15.6 r NOTES Min. 1. Water Supply For This Lot is Municipal Water. � V�^� 2 f� 5 Min. 2.Location of Utilities Shown on This Plan Are Approx. Exletinq / Ad ueted Groundwater Et At Least 72 Hours Prior to Any Excavation For This •Y. eeChwood _ " � `: • Grade -� 10.6- 7/04 Project The Contractor Shall Make The Required tb sirs , m In Notificationto DIG SAFE-1-888-344-7233 .• p, •�• 3.The Contractor is ReQuired to Secure Appropriates Permits From Town Agencies For Construction _ Defined by This Plan. ,t DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM 4.Install Risers as Required to Within 12"of Finished �; • I ...... ... ......_-.... Grade. q 5.All Structures Buried Four Feet W)or More or Subject to Vehicular to beH-2-0 Loading. G.Septic System to be Installed in Accordance With a•� ; 310 CMR 15.00 Latest Revision And The Town of .? Barnstable Board of Health Regulations. 7 All Piping tobe Sch.40 PVC. v • tl - Variance Required m MAP: Q Town of Barnstable Part VIII: On Site Disposal Regulations: Section1.00 DESIGN DATA LOCATION IV/AI . The 100-foot setback regulation. There is 100 feet from the high water line to the o p Single Family-2 Bedrooms , primary and the reserve area at the closest point. There is approximately 57.5-foot ti No Garbage Grinder Scale: 1 = 2000 f ::.Doily Flow- 2 x 110ga1.=2.20 gpd separation between BVW and both the leaching area and the reserve area. Septic Tank:220 gpd x 200%=440gpd \ Use a 1500 Gallon Septic Tank. Town of Barnstable Part VIII:On Site Disposal Regulations: Section9.00 LEACHING AREA cri Installation of On-Site Sewage Disposal Systems on Marginal Lots. `"There is at least 220 gpd/0.74 = 298 s.f.Required ASSESSORS REF.: + Use Bottom Area Only Map 22"8, Parcel 136 a four foot depth of naturally occurring pervious soil below the entire area of the � 0° r'� , leaching facility and the designated leaching reserve area. The four foot depth of 4 o 12 x 25 =300 s.f. Provided naturally occurring pervious soil must be above maximum water elevation" �A� �/ �o LEACHING BED DESIGN OVERLAY DISTRICT: \pQ ar \ I All Pipes to be Schedule 40 PVC AP - Aquifer Protection District Perforated With Endstobe Vented.Use `� �� As Shown on Pion Entitled 3 - 4 '0 Distribution Lines in a 12'x 25 "Revised Groundwater Protection Leaching Bed as Shown. The property will be restricted to two bedrooms via a deed restriction. The septic system ,ocoti overlay Districts" - April, 1993 has been sized to a two bedroom design 4 X. DO REVISEDn. NSUMMA.attrsr \ �\ .\ r� 2 ZONE: RC \ \ \ s\ 9'f-�ii Area (min.) 87,120 SF(RPOD) see- 3'2--2- y� o \ APPstcAN1•sNAM& PC-TER KE l_LY / � � � \ J � /f �'oy Frontage (min) 20' f f � ` '9 6�, 9 Width (min) 100' 76, PHEASANT WA�J ar�i6 � � �\ Po \ \ � e' '°���y j9 Setbacks: PROMMocanoN: CEN7E2Vt rrLE� M�9 Pole � ,a� / � � � � � Front 20' Pole Side 10' Rear 10' Miispioject has already been lamed an Order of conditions ❑ 7.5 OR meat On* eK 04 �0� Q6� �' Q1v0,/ �Q, �. `5�9. -19' c� %o 0 4F' x oo FLOOD ZONE: Order of Condition not yet'saint , / a b 1c N i \ Sz, _ 18 Q 74 *o+�Q� e•, 2 Zone A10, B & C see ion _ — �17 ( pion) �� Community Panel No. 2bis plan will tx considered on ��e�QA / Q O \ ✓! \ �_` — — Lot 7 16 , 25000 t 0008 D a°' Q` �'o / O \ '� — — 15 July 2, 1992 off\4z; �4 73 C, p\cw _ 14 �� / . Zo X 6P�F�� / Areo Summary.' 15.6181 SF lotul Areo �12 11.4891 SF Upland 4.1891 SF Welland 71 ._... ...,�.....: 10 Directions to the Site: �- — From Hyannis West End Rotary- follow ,72` / o��� �� / — `,�`t.;�. -,�- — — 9 West Main Street to Pine Street(Compass e�` 4. �°�� / ° y ^'Oc F� P ! ' / / Al Bank on corner) and take a left. Bear left A2,' onto South Main Street and then take a a'e Zone B _ left Pheasant Way and the lot Is on the �8A° o��wt Zone Al D left #75. qzr 4 \ a°.- / S> ,,- r ' 11 20 ,! Existing Lawn Area to be Let go A3 ' (4.235 Natural.,No Future Mowing Ede of Wetlands ) 9 Flogged By ENSR Flood Zone From FIRM Map ,June 12, 2002 Communit Panel Number A •'� / \ ''•�� .•�� —� / /� � ! E0sEn`n0Fiv0�To QE E 250001 0008D Jul 2 1992 / i / V EXpUNGfiD ANb/OR y ' ne B ` %%14 /O T// i w 0 1�EI OCATE(J ZO 10 \ ` % % ex of t_o............. o- / ►\• one '{ Edge .......T . XL A � //i PI% A24�,�\ ,%-10— / / yl\Plot Al 6 ret,�he IS A9 {�—— A5 / _ S°f60 --- — / \o S 9p9�, Lot 8 �; 5J hl�foph�/F �.,� �.� b GROUNo WATER ADSUS�tneNT kss3`SA O GROUND\NA�-ER(C� EL, b•S 9?S Ck 1 fr OEX \KE1—L.— �/1 1\N Z9 ZO t- E C. O str,d..wa/,rR.�_ „• AD3LLSTMENT� L-t.l rut_y ZoOt{ k1,0F - .4 L3TA�C'�"F�� :�y 6'zOti�i�^ 'v*✓A'T'Ef2 E.L_�LS_7, " t itv^i i1iRD `. PLAN VIEW �`� i3. +a � �i1LL1 ��� � cam+ Lrl u�,Eux CAD 7M p TEST HOL-E#1 EL_ I6' 0 O TCST HOLE�2 EL, lH.0 i Scale I -2d b #043t2 c �IVIi 0 GRAS5,TOPs01�-, � LOAM ,� t-oAM �Orsss\o w IPA e, f3 ZO,\r�N .COARSE SA.Np BRC WN C0AA-?!5E'SAWND Oa E 1 O Y R S/3 111 b 1 O Y R f�/3 F `� YEL'ISH bRN CoARsE M�ti I II 6t2N COAc2S� S�\No ic>yP,/S & '41it S.L.ND IOY13 S/G 3 -0.. 10-0' LT. YEL 1SN $RN. COARSE 1_ry , YLL'1sw �12N- czPa, z C ,SAND IOYR G/`•� C �aANrj IOYCa L�y 1 a2 40 I 9"Min. G{2OUNOVwAzERQ l0'2 Finish Grade 17.35 „ G-ROUNDWAT GRIa� �O� Fear- O '-tto 53" Coma --_� Filter CLo SS 1 AAA•rCRLo.L Compacted FiII 4"0 Perforated CL/a�y t MATERIAL_ ./� Fabric PVC Pipe L-055 THAN LMIN/1NGH LASS THAN 2 MIN/INt`H E _ 3 GY: SULLIVAN•ENGINME-RINC,,114 3 N I/t3'-I/2" w1TNt-55'• 0.STANTON,TOD, E30H a° I c Pea Stone .+ I 3/4 I I/2.. Double Washed w Stone cJu._ r (TYp•) 12'-O" a piargi11i_ri Impermable Existing _ Barrier(Typ.) Grade CROSS SECTION OF LEACH INGBED 10/19 ON MOVGDSEPTIC•�JSTEM PE1Rt3oARt>Ot W�A�-rN Not to Scale 1REV1S10N B/20/0'-1 ,L\DDED L.E.AC-H PIT VrOR R•pOF FkLINOt=t J Title: PREPARED FOR: PREPARED BY.. Sullivan Engineering, Inc. CapeSurv:73- • g Peter !tell (b S I E PL N PO Box 659 PO Box 718 PROPOSED IMPROVEMENTS 93 Pheasant Gy Osteryille, MA 02655 Hyannis MA 02601-0718 75 PHEASANT WAY Centerville MA 02632 (508)428-3344 (508)428-3115 fax (508)790-7902 (508)790-7905 fax �7 p /q PSWIPEOaol.com capesurvgcopecod.net - o �ENTE/9 V'i L LE y J�1r^-1SS. 20 0 10 20 _ 40 60 - Comp./Draft: MJfl Field: WHK/MDH Date: Scene: Review:. August 4, 2004 As Shown .r s � Comp./Draft: H/R j PS Co raft• MD RL Proj• , 22005 Drawing #_ C552G1.dw . 1 1500 Gallon fq r s. :.-• Septic Tank m _ Spw 15' Nolaa.o'•• • • See No.4 LL F.F. 19.p�— — ____ - w O• r>, F.G.IZ35 i ,y.4•• 3 Bot.El.15.6 _ -r- —'- NOTES I—" _TM _ -- -- --- _ to t. Water Supply For This Lot is Municipal Water. _ Min. 5'Min. 2.Location of Utilities Shown on This Pion Are Approx. eeExislin�9 / Adjusted Groundwater El. At Least 72 Hours Prior to Any Excavation For This o : Grade 10.6- 7/04 Project The Contractor Shall Make The Required • -sY s Notification to DIG SAFE-1-888-344-7233 •• r= n - - - - 3.The Contractor is Required to Secure Appropriate Permits From Town Agencies For Construction Defined by This Plan. DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM 4.Instal I Risers as Required to Within 12"of Finished ' ' • " ,i ; .......... Grade. 5.AlI Structures Buried Four Feet(4)or More or s, ,;_.w .1 • Subject to Vehicular to be H-20 Loading. 6.Septic System to be Installed in Accordance With a•• ' 310 CMR 15.00 Latest Revision And The Town of f Barnstable Board of Health Regulations. .q i ,. 7. All Piping lobe Sch.40 PVC. • •.e _ Variance Required LOCATION MAP: Town of Barnstable Part VIII:On Site Disposal Regulations: Section1.00 c � DESIGN DATA The 100-foot setback regulation. There is 100 feet from the high water,line to the o o Single Family-2 Bedrooms , rim and the reserve area at the closest point. There is approximately 57.5-foot No Garbage Gander $Co/e: 1 = 2000 f primary P PP Y � Daily Flow: 2 x 110 gal.=220 gpd separation between BVW and both the leaching area and the reserve area. Septic Tank:220 gpd x 200%=44ogpd \ Use a 1500 Gallon Septic Tank. Town of Barnstable Part VM:On Site Disposal Regulations: S ection9.00 ko LEACHING AREA p Installation of On-Site Sewage Disposal Systems on Marginal Lots. 'There is at least y�� / 220 gpd/0.74 = 298 s.f.Required ASSESSORS REF.: 0+ 4 Use Bottom Area Only Map 228, Parcel 136 a four foot depth of naturally occurring pervious soil below the entire area of the ct 0 ar 12 x 25 =300 s.f. Provided leaching facility and the designated leaching reserve area. The four foot depth of 4 0 4b X naturally occurring pervious soil must be above maximum water elevation" �F \5 / �o LEACHING BED DESIGN Q VERLA Y DISTRICT: \� Q 1 All Pipes to be Schedule 40 PVC Perforated With Ends lobe Vented.Use AP - Aquifer Protection District c \�� \ 3 - 4'0 Distribution Lines in a 12'x 25' As Shown on Plan Entitled o c \ Revised Groundwater Protection 0 �' ! Leaching Bed as Shown. rQ tir � '' Overlay Districts" - April, 1993 The property will be restricted to two bedrooms via a deed restriction. The septic system has been sized to a two bedroom design �c - 1 �rIsrA:.t ZONE: �� SF ," RC SI3• 32'2. \ "r- Area (min.) 87,120 SF(RPOD) / I \ s \ �,n9/f e �09 Frontage (min) 20' emtc,\xc•s w\t �p P67ER 1<Et_LY ( /o \ Width min) 100' or4/E el) � \- '� � 15t6' \`o'f�'"9 Setbacks: -76' PHEASANT WA`I > g , S� rxwscrtocanorl: CENTE2Vt t_C.E, M utuity �• \ 2P Front 20' Pole `� r g• ` i s Side 10' Rear 10' Ibis ect has•trr� been i•a�ed >^ \, \ pwj al=dY as order of Condition ❑ ys / A J�. ;' :a \ ° 95 4 � a- oe'yQ ! o / �• OIL chock ow +` °r� ,0'� \ (42�0 Y \,4�rl °If `Q \. �' `5�9. , 19. t` i10 o ;4F. X oo, ",t3 FLOOD ZONE: OrdaofCaaditioaanntyq...t ®„ P 1¢ / N �4Q�� NC•,i \ 2`° / \ _�_ — —\— — — Zone A10, B & C (see plan) Community Panel No. ��r°i or •� ; \` — Lot 7 T� �16 #250001 0008 D 2bis plan will be conddered an 1 � Q / O �. / . ` — — July 2, 1992 i °F 0� o /� P�� ,� ° / — — -14 Area Summery. r, 15,678f SF lotu/ Area ,-12 11.4891 Sf Upland 4,1891 5f Wetland 71 Directions to the Site: From Hyannis West End Rotary- follow West Main Street to Pine Street(Compass e�` /v ,�o ' / ° " s T �` �: / / ,� Al Bank on corner) and take a left. Bear left o���P, A, , �1 P` _ / A2� onto South Main Street and then take a eo`e 4), Zone Qy� coo / �' / //�- Zone A10 left Pheasant Way and the lot Is on the aA o ���` \ / .! ' left #75. k` ��•c ) : -y 41P� � ,/ / � Jam'/•, / ,,�� ,.; _ "?' 20 Existing Lawn Area to be Let go Natural. NoFuture Mowing Edge of Wetlands (4235s.f.) Flagged By ENSR Flood Zone From FIRM Map ,June 12, 002 INA Communit —Panel Number / \ ••'•.,•-� / / $! c0 WIDE ORAINA[E y �o� �,• / ! / ( eASEMEUaT To of 250001 0008D July 2, 1992 SYJ-UNGfiDAND/OR nI�E<_OGA._rF G 70 t? Al �' �x `rot �o,............... 0' / . ....... / / �'�! Z°ne �, i Edge — ... ` ,� �h �6� o / � ;1 _ -) A4 / \0 14 Z A8 i' Plo A24r,, Dt� �0\of 10— / / l,Plot Al 6 , \Q0h Qj Sefbor� 7— Lot 8 1' chi 692g3 10.00'` , k, o GRO U NO WATER Aoz-us"rr•neN'TOc. GROUNp\/./AT6R(C� EL.. b•S 1 h O-X \KEI...L M 1\h/Z9 ZONE C „.. 0('•� ,C' RICK MD yGtn� 'GdL AD3+i5TtvrENT ' 'i.1 Tuty 2(�b�{ 11. Al?SUS�1=0 GROUNp'wa.-TEREL. \O,6 w„ LHEIlREUX V n 2 � d PLAN VIEW #34312 hJ1L Scale� I�r=20� ,/P ��° `�Pv � �r TCST 1-101_r= I EL-. 15.0 TEST HOLIE Z EL. IM.O ¢ GRAB 55,TOP501�- O GRA6S,To rsO t l_, LOAM BROWN COARSE SAND 2 [3ROwN CO�T�SE SAND 10 1 O y R 5"/3 1 11 E 1 O Y R 5/3 yBL'ISH gbRN CoARse YGL I5�1 6RN CUL+.GtSt 13 SA\hip IoyR/S (o ,r 6 SAND IOY1Z S1& �i0' 41 3'-0" 10'-0" t_'r. YEL'ISH iBRN. COURSE L_r1 ,/MN21sw Bqm. cDAR5Q C .SAND 10YR 61,4 ,, C SraNt> 10YR G�y 02 40 9"Min. G1'•couNDwf\-rt=RQ IO2 GszOUNDWATLRC� �!o'� Finish Grade 17.35 PeRc ED L•1 t." PERKS 53'� CL,n SS 1 trip rCt21a L Compacted Fill ---� Filter 40 Perforated 1_G6STI-IAtV �.MtN/INGH GLAfoS 1 MArER1A1_ c _ Fabric PVC Pipe LASS 'THAN •a- M%t4/INOH E 3 N 1/8"-1/2" 3 Gb, SuLLIVAN,ENGIN�ERINti,INC > Pea Stone \N%-TNESS'• D.fSTANTON,TOt3, BOH ri 1 - �.1 - DfaTM:-7/P_I/OL•1 0 '' f 3/4'-11/2" p�Fcl< NO, 10,•735 d - '� l Double Washed CY o Stone 3'-0" 1� ,n an._ ,• (Typ•) ff-0" a ufrir - wIfff-e1 Impermable Existing Barrier(Typ.) Grade CROSS SECTION OF LEACHING BED 10l19 o,I MOV�DSEPTIC SYSTEM PER Ci0AR0 Op H�ALTN Not to Scale tzEVIS1oN 8�20�0'•i L\DD6D LEAc1-i PIT FOR ROOF RUNOt=t= '' Title: PREPARED FOR: PREPARED BY. SullivanEngineering, CapeSury Inc. SITE PLAN Peter Kelly PO Box 659 PO Box 718 PROPOSED IMPROVEMENTS 9.3 Pheasant Way osterville, MA 02655 Hyannis MA 02601-0718 N 7.5 PHEASANT Whit Cer'1 terv�lle �,lA 02�J2 (508)428-3344 (508)428-3115 fax (508)790-7902 (508)790-7905 fax I VI PSWIPEOool.corn capesurv@copecod.net o CENTERVILLE, MASS. N 20 0 10 20 40 60 Comp./Draft: MJD Field WHK/MDH Date: Scale: Review. PS Comp./Draft: MDH/RRL August 4, 2004 As Shown Proj. # 22005 Drawing #_ C552G1.dw - 1500 Gallon r, _tir50 "F • •r£t Septic Tank err �. . ; �. •'Ci.` t5• See Nott No.4 LL F.F. 19.p. - .• ,y .. o•. 1 iYY� FGAZ35 __ _— — NOTES 3 6ot.E1.15.6 l0 I. Water Supply ForThisLot is Municipal Water. I' 3r D11- I� _- - _ _ _ 2.Location of Utilities Shown on This Plan Are Approx. eeCfi < � �� 5'Min. At Least 72 Hours Prior to Any Excavation For This e� Exlstinq / Adjusted Groundwater El. Project The Contractor Shall Make The Required Grade -/ 10.6- 7/04 in Inm Notification to DIG SAFE-1-888-344-7233 :•' r • 46 _ `D 3.The Contractor is Required to Secure Appropriate , 1 Permits From Town Agencies For Construction Defined by This Plan. • . • ' t �1 DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM 4.Install Risers as Required to Within 12"of Finished ... -- -- ---- ------ - - ---- -- - Isspr'�35 b' Grade 5.AIl Structures Buried Four Feet(4) or More or •�_ � Subject to Vehicular to be H-20 Loading. _ q1. i 6.Septic System to be Installed in Accordance With o'• �O o LpIrUEi1X 310 CMR 15.00 Latest Revision And The Town of • g�3YL Barnstable Board of Health Regulations. .. .© _ A^rOr �D 7. All Piping tobe Sch.40 PVC. o Variance Required DESIGN DATA LOCATION MAP: Town of Barnstable Part VHL On Site Disposal Regulations: Section1.00 o c Single Family-2 Bedrooms > The Ioo-foot setback regulation. There is 100 feet from the high water line to the ti^° No Garbage Grinder Scale: 1 = 2000 f primary and the reserve area at the closest point. There is approximately 57.5-foot Daily Flow- 2 x 110 gal.=220 gpd separation between BVW and both the leaching area and the reserve area. Septic Tank:220 gpd x 200%=440gpd Use a 1500 Gallon Septic Tank. LEACHING AREA Town of Barnstable Pad VM: On Site Disposal Regulations: Section9.00 �In ASSESSORS REF.: o) a 220 d 10.74 = 298 s.f.Required Installation of On-Site Sewage Disposal Systems on Marginal Lots. `Where is at least + Use Bottom Area Only Map 22ts, Parcel 130 a four foot depth of naturally occurring pervious soil below the entire area of the 0° err I2'x 25' =300 s.f. Provided leaching facility and the designated leaching reserve area. The four foot depth of 4' �� LEACHING BED 'DESIGN OVERLAY DISTRICT. must be above maximum water elevation" � �`h A � i 4 _ naturally occurring pervious soil Q e All Pipes to be Schedule 0 PVC AP Aquifer Protection District � gyk or \ Perforated With Ends lobe Vented.Use As Shown on Plan Entitled st `\�� \ 3 - 4"(2) Distribution Lines in a 12 x 25 Leaching Bed as Shown. 'Revised Groundwater Protection Q, �.°Qi� �� r� Overlay Districts" - April, 19.93 The property will be restricted to two bedrooms via a deed restriction• The septic system hoca"�' I! has been sized to a two bedroom design y 0O h� °'r ti ZONE: - xxvsssn rc nit stnauTT�,tiWLT y h / �`S RC \ AAA ti ors �`� y\ `� �O \ ,o •F° Area (min.) 87,120 SF(RPOD) �. 32'Z. 9�o!t Pronto e (min) 20' � Width min) 100' errsac�xi'sx PATER IGELLY ( \ 'Oo, �A6' `o./��9 Setbacks: -7 S P N EASA N-r wA 4 Fron t 20' CEN7E2V1 L-LE M utility .i1, \ \ \ ,• / Side 10' j txaaact wr.►Ttort: Pere `� \ �mr \\\ \°o�.o /*-.001 Rear 10' This?wJ�has alfwi i�en is,ed an Order of Conditions ❑ 7'S Q Q, v�i O\� \ Ste!• Q o v; �. o FLOOD ZONE: o>z C3edc ooe 'o QGy — —18 Nc �; ,Lv / sz. Zone A10, B & C (see pion) Order of Condition not x�;•^,^d — — 17 �\� Community Panel No. k �� \ `. — — Lot 7 16 1y250001 0008 D This plan wffi bt coasidered on — , July 2, 1992 410 0/ 14 Area Summary.' \�0 �y ;/— 2x —13 15.678f SF low/ Area /` �� — _ 12 11.4891 SF upland 4,1891 5f Wetlond / doh X s/ / .._.,•••• _... —10 Directions to the Site: , _,2` 9' From Hyannis West End Rota follow / ° `� <� 1`n�`" / —/-- Rotary o / o a NOTNc r�ZP�� �•' ,� Al West Main Street to Pine Street (Compass a0 ®P�5 !•:� A21� Bank on corner and take a left. Bear left o'er b / o NP Zone B — onto South Main Street and then take a eo`Qh �\ /% rr° //\ � �— Zone A10 left Pheasant Way and the lot Is on the �aA�Q��� ,� \ (El.=11 Lett #to. io Existing Lawn Area to be Let go Natural. No Future Mowing A3 i� Edge of Wetlands (4235 s.f.) \ : / Flogged By ENSR Flood Zone From FIRM Mop June 12, 2002 Communif Panel Number DRA��AG6 y— ' <1 T O.5_S E eo K&.15`ltav 1250001 0008D July 2, 1992 PAG G i t45•AN C RELO CAT 1=p lad // / B \ ,/ `ytlN w� 'O / ^i , .\, O To sduTrtst7N t=to.(2T OF LOT i G / ZOn�O \ E14 of LQ... O SEE PLAN 'BOOK tio4 PAGE / A. d9�• /� �h • O� 3y a Zone l l — — E'_ _ _ — — ���� �1�A4 , /1 �'� HOOK 467G PAGE 339, ! J Pla A24r, 111Plot Al 6 \\oG� i5 A7Xl A6 �✓ 1 1 , F rL x99 lb t,o� 2 sorb — — _._ / �\�\ r�\y 0�• T gG� N Lot 8 t 6929• 10.00' 3p � G/20UNtD WATER ADSUS-rME.N�' - 3`5A9OCk - G•ROUND\HATERn4 �1.-, b•S _ �`' �' 1 f'•pHX \K/E1-1-L(�/1 l\N 29 ZONE C -P 0� AD3t1STM9NT: ".I') `-U t-y ZOOS( � � 0> ADSUSTgO Gr�0UN0 WATER EL. 10-6 '' � ` PLAN VIEW Scale: l i1- 201 O TEST HOI E t Ek-. 15,0 O TES•T HOLE-2 EL, lH.0 GRe.55,TOP501_/ O GRA6g�TO nSpILy LOAM 1_OAM BROwt-i COAR5C SAND [BROWN COAIZS6 SAN D tO,i E 1OYR S/3 tl.� tOYR 5/3 3 yEL'IsH 6RN COARSE 6 _ Yet ISFI 6Rn1 CUARSt SA\No toyR/S (o y�,l SLAtvD 10' 1R S/G , 3'_O" 10'-0' Li0'' LT. YEL'ISII >3RN, COURSE C L_,r, YL=L'IS11 BqN, cOA.RSE C SAND IOYR C./'4 40,, Sp,Nrj 1OVR G/H I 9"Min. Finish Grade 17.35 t02' GtiDUNOV ATERQ IOZ' GROUNOWATGR� ?O' Filte PeRc-O !4 t<" PET2K� 53 f Compacted Fill—-� Fabric P C Perforated CLe SS 1 MA"TGR1AL GLAS$ 1 MATISRIP.L. a° LC55 •TPAN _MIN/INC.Ii LASS THAN Z M\N�INCN E N I/8"-I/2" G`/: Sut_L1VAN,ENGIN�ER1NCr,INC > 3 _ Pea Stone 3 w1TNESS•• D.SaTAN•rON TOD 8011 0 1� O �1 DAZ•M:-7/2-1/04 � o �' I I 3/4'-II/2" ' PERK N o. 10,735 , ° `o Stone Double Washed w 11 3'-0' (Typ.) 12'-0 <u+=ii s gun-i1 GIVI1 Impermable Existing - ah Barrier(Typ.) Grade y °l^7�O q CROSS SECTION OF LEACHING BED 12 28�0'•1 RELOCATED DRAINAGC �ASEM�tVT' �,* r? t Not to Scale 10/19 ON MOVGDSEPTIC9YSTEM P1=RL-�OARDORI-l�P•LTH \ • '"� i (ZEVIS1oN 8�20�04 ADDED LE_Ac_" PtT 1=OR ROOF' Rut-4o=F t Title: PREPARED FOR: PREPARED BY. • I CapeSu' ry Sullivan Engineering, Inc. SITE PLAN Peter Kelly PO Box 659 PO Box 718 PROPOSED IMPROVEMENTS 93 Pheasant WOY Osferville, MA 02655 Hyannis MA 02601-0718 �} N 75 PHEASANT WAY Centerville, MA 02632 (508)428-3344 PSullP @oohs 5 fox (508)790-7902 (5surv@c pecod fox V PSuIIPE®ool.cam capesurvC9�cap ecod:ne t CENTERVI L LE, MASS. o IV 20 0 10 20 40 60 Comp./Draft: MJD Field. WHK/MDH (Tl Date: Scale: . -. Review: Comp./D H/R R iew PS raft MD RL August 4, 2004 As Showne • A Proj. # 22005 Drawing # C552G1.dw