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HomeMy WebLinkAbout0780 CRAIGVILLE BEACH ROAD UNIT BLDG A UNIT 1 - Health ' Y r F f Crut v ° Commonwealth of Massachusetts PPP Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments 780 Craigsville Beach Road Property Address The Residences at Trade Winds Owner Owner's Name Information is Centerville MA 02632 02/26/2021 required for every page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form.Inspection forms may not be altered in any way.Please see completeness checklist at the abd of the form. Important:when A. Inspector. Information I 1 S ova filling outfonns on the computer; use.onlythe tab John J Gamache key to move your Nanie of Inspector cursor_do not Wastewater Treatment Service, Inc. use the refiim Company Name key. 44 Commercial St Srry Company Address Raynham MA 02767 City/Town state Zip Code 508-880-0233 S114319 Telephone Number License Number B. Certification 1 certify that:I am a DEP approved system inspector in full compliance with Section 45.340 of Title 5 (31..0 CMR 15.000); 1 have personally inspected the sewage disposal system at the property address' listed.above;the information reported.below is true,accurate and complete as of the time of my inspection;and the inspection was performed based On my training and experience in the proper function and maintenance of on-site sewage disposal systems.After conducting this inspection I have determined that the system: 1. Passes 2. ❑ Conditionally Passes 3. [ Needs Further Evaluation by the Local proving Authority 4. ❑ Fails EInspectD . Sign D tie ys nspector shall submit a copy of this inspection report to the Approving Authority(Board of Health.or DEP)within 30 days of completing this inspection, If the system has.a design flow of 10.,000 gpd or greater,the inspector and the system owner shall submit the report to.the,appropriate regional office of the DEP.The original form should be sent to the system owner and txapies sent to the buyer, if applicable,and the approving_authority. Please note:This report only describes conditions at the time of inspection and under the conditions of use at that time This inspection does not address how the system will perform in the-future under the same"or different:conditions of use: t5lnsp:doa tev7/ZB/2pj8 Title$O(iicialInspeciionForm:SubsurfaceSewagaDkposal system•page tofiB r ti. Commonwealth of Massachusetts Title 5. Official Inspection Form I Subsurface.Sewage Disposal System FormNot for Voluntary Assessments 780 Craigsville Beach Road Property Address The Residences at Trade Minds Owner Owner's Name information is required for every Centerville MA 02632 02/26/2021 page. City/Town State Zip Code Date of Inspection C. Inspection Summary Inspection Summary:Complete 1,2,3,or 5 and all of 4 and 6. 1) System Passes: 1 have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: The(3)concrete primary tanks, (2)concrete lift station tanks, associated pumps,floats and piping, I/A treatment system and the(2)concrete tanks assocaited with it, building sewer and all related piping are in good working order with no signs of inflow or infiltration. The(2)42'x 80'soil absorption systems showed no signs of break out,or ponding with little to,no vegetative gorwth.. 2) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass"section need to be replaced or repaired.The system,upon completion of the replacement or repair,as approved by the Board of,Health,will pass. Check the box for"yes","nq"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. El Y ® N ❑ ND(Explain below): f5lnsp.doc rev:Z/26/2018 - Idle 5 Offical.Ins pedlon Form:Subsurface Sewage Disposal System•Page 2 of 18 Commonwealth of Massachusetts .;6 Title 5 icial Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 780 Craigsvilie Beach Road Property Address The Residences at Trade Winds Owner Owner's Name information is required for every Centerville MA 02632 02/26/2021 page. City/Town State Tip Code Date of Inspection C. Inspection Summary (cost.) 2) System Conditionally Passes(cont.)., El Pump Chamber pumpslalarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain:below): obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): 3) Further Evaluation is Required by the Board c f Health: ❑ Conditions exist which require.further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. a. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that.the system is not functioning in a manner which will protect public health, safety and the environment: ..t5lnsp.doc•reej:7Y262018 Tkle S Ofrpfal lnspeealon Form:Subsurface Beverage Osposel:System•Page.3 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface.Sewage Disposal System Form-Not for Voluntary Assessments 780 Cralgsville Beach Road Property Address The Residences at Trade Winds Owner Owners Name inforregUire tiondfo Ie Centerville MA 02632 02/26/2021 required for every page. City Tdwn State Zip Code Date of Inspection C. Inspection Summary (cost.) 0 Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering I vegetated wetland or a salt marsh b. System will fail unless the Board of Health(and Public Water Supplier,if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has aseptic tank and SAS and the SAS is.less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. c. Other: 4) System Failure Criteria Applicable to All Systems: You must indicate"Yes"or"No"to each of the following for all inspections: Yes No 0 S Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool Discharge or pondmg of effluent to the surface ofthe ground or surface waters due to an:overloaded or'clogged SAS or cesspool LSlnsp.dx•tev.7/2 6120 7 8 Thle 6 of hd lmpedlon Fom..subsufruy Seg a Ob SYstem•page 4 of I8 . _ pawl Commonwealth of Massachusetts T Ve 5 Official r Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 7$0"Graigsville Beach Road Property.Address The.Residences at Trade Winds Owner Owner's Name information is Centerville MA 02632 02/26/2021 required for every page. Cityrrown State Zip Code Date of Inspection Co Inspection Summary (cunt.) 4) System Failure Criteria Applicable to/All Systerns: (coat.) Yes No 0 Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool El 0 Liquid depth in cesspool is less than 6"below invert or available volume is less than`%day flow ® Required pumping more than 4 times in the last.year NOTdue to clogged or obstructed pipe(s). Number of times pumped: ❑ M Any portion of the SAS,cesspool or privy is below high ground water elevation. ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a_public water supply well. ❑ Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ❑ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality,analysis.[This system passes if the well water analysis,performed at a DEP certified laboratory,for fecal coliform bacteria.indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody-must be attached to this form.] ® The system is a cesspool serving a facility with a design flow of 2000 gpd- 10,000 gpd. ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure. 5) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000'gpd to 15,000 gpd. For large systems,you must indicate either`yes"or"no"to each of the following, in addition to the questions in Section CA. 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(InterimMellhead.Protection Area-'NVPA)".or a mapped Zone Il of a publiawater supply well t510a)docr"rev.7/ /2018 Tile toffidal Inspedlon Fow..Subsurface Sewage�IsposaPSystam•Page 6 of t8 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form m Not for Voluntary Assessments ; fa. .700 Craigsville Beach Road Property Address The Residences at Trade Winds Owner Ownbft'Narrie information is required for every Centerville MA 02632 02/26/2021 page. Cityfrown State Zip Code Date of Inspection C.Inspection Summary (cunt.) If you have answered"yes"to any question in Section C.5 the system is considered a significant threat,or,answered "yes"to any question in Section CA above the large system has failed.The owner or operator of any large system considered a significant threat under Section C.5 or failed under Section CA shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. 6. You roust indicate"yes"or"no"for each of the following for all inspections: Yes No ® Pumping information was provided by the owner,occupant,or Board of Health El Fj 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? ❑ M Have large volumes of water been introduced to the system recently or as part of this inspection? ❑ Were as built plans of the system obtained and examined?(If they were not available note as NJA) 0 ❑ 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? 0 13 Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on- 0 ❑ 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)] _iSlnsp doc rev,7/28/2018. - Twe 3 Oftlal lnspeotlon Form:subsudaoe Sewage Disposal System-page a of 18 Crorrimonwealtih of Maseaehuseft Title, 5 Official Inspection r - Subsurface Sewage Disposal System Form-Not for Voluntary.Assessments ~ 780 Craigsville Beach Road Property Address The Residences at Trade Winds Owner OWnees Name Information is Centerville MA 02632 02/26/2021 required-.for every page. CityfTown State Zip Code Date of Inspection. D. System Information 1. Residential Flow Conditions: Number of bedrooms(design): 42 Number of bedrooms(actual): 42 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 4620 Description: The treatment system at 780 Craigsville Beach Road is designed to treat 4620 gallons of wastewater per day. The treatment system includes(2)sattelite systems consisting of a 2,000 gallon primary settling septic tank followed by a 2,000 gallon lift station tank with duplex pump set up,followed by the main treatment system which consists of a 10,000 gallon primary settling tank followed by a 10,000 gallon FAST 9.0 I/A system,followed by a 2,000 gallon FAST ABC-N 1.5 I1A system all in series. Flow from the main treatment system then flows to a 10,000 gallon duplex pump chamber which evenly distributes flow to(2)S.A.S.leaching fields each 42'x 80. Number of current residents: Does residence have a garbage grinder? ❑ Yes ❑ No Does residence have a water treatment unit? ❑ Yes ❑ No If yes,discharges to: Is laundry on a separate sewage system?(Include laundry system inspection ❑ Yes ❑ No information in this report.) Laundry system inspected? ❑ Yes ❑ No Seasonal use? ❑ Yes ❑ No Water meter readings,if available(last 2 years usage(gpd)): Detail: Sump pump? [] Yes ❑ No Last date of occupancy: current Date t5lnsp doc•rev;7l 2D18 Title 501flciaI InspecUon,Form:Subsurface Sewage Deposal System Page 7 of 18 ti Co.mmonwealth of Massachusetts Titte 5 Official Inspection Form Subsurface SeWage Disposal System Form Not for Voluntary Assessments 780,Craigsville Beach Road Pmp6fty Address The Residences at Trade Winds Owner OWnees Name information is Centerville MA 02632 02/26/2021 requiredfor every page. Ceityrrown State Zip Code Date of Inspection D. System Inform, ation (cont.) 2. Commerciallindustrial Flow Conditions.- Type of Establishment: Condominiums Design flow(based on 310 CMR 15.203): 4,620 gpd Gallons per day(gpd) Basis of design flow(seats/persons/Sq.ft.,etc.)- 42 bedrooms Grease trap present? ❑ Yes No Water treatment unit present? El Yes [0 No If yes,discharges to: industrial waste holding tank present? ❑ Yes 2 No Non-sanitary waste discharged to the Title 5 system? El Yes 0 No Water meter readings, if available: Last date of occupancy/use: current Date Other(describe below): 3. Pumping Records: Source of information: Was system pumped as part of the inspection? El Yes 0 No If yes,volume pumped: gallons How was quantity pumped determined? Reason for pumping: t5ln p.doc-rev.7/2=618 7: Intle 5 official Inspection Form*Subsurface Sewage Disposal System-Pa Coirr mon.wealth of Masspchusetts Title 5 a i-ial- Inspection Fora e .. Subsurface Sewage Disposal System Form m Not for Voluntary Assessments : f 780 Craigsville Beach Road Property Address The Residences at Trade Winds Owner ownees'Name' Information is Centerville MA 02632 02/26/2021 required forevery page: City/Town state Zip Code Date of Inspection D. System Information (cunt.) 4. Type of System: Septic tank,distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool Privy ❑ Shared system(yes or no)(if yes, attach previous inspection records, if any) Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the l/A system by system operator under contract ❑ Tight tank.Attach a copy of the DEP approval. ❑ Other(describe): Approximate age of all components,date installed.(if known)and source of information: 15 years I Were sewage odors detected when arriving at the site? ❑ Yes ® No 5. Building Sewer(locate on site plan): Depth below grade: 48"feet Material of construction: cast iron 0 40 PVC ❑other(explain): Distance from private water supply well or suction line: N/A feet Comments(on condition of joints,venting, evidence of leakage, etc.): All piping looks to be in good working,order with no signs of inflow or infiltration and venting,is good. t5(nsp doc rev Z/28I2D18. TlUe 50ftlai lnspedlon Form:Subsurface Sewage Disposal 9 System-Page 9 of 18 i Commonwealth of Massachusetts T tie 5 Official Inspection Form Subsurface Sewage Disposal System F®rest➢m Not for Voluntary Assessments 780 Craigsville Beach Road. Properly Address The Residences at Trade Winds Owner Owner's Name iriformadon is Centerville MA 02632 02/26/2021 required for every page. City/Town state Zip Code Date of Inspection D. System Information (cone.) 6. Septic Tank(locate on site plan): 18"-24" Depth below grade: feet Material of construction: concrete ❑metal ®fiberglass ❑polyethylene ❑other(explain) All covers are at grade. If tank is metal, list age: years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes ❑ No Dimensions: 2,000 gal/2,000 gall 10,000 gal Sludge depth: 8 inch/8 inch/6 inches Distance from top of sludge to bottom of outlet tee or baffle N/A/26 inch/64 inch 1/2"/1/2"/1.61 Scum thickness Distance from top of scum to top of outlet tee or baffle N/A/5 inches/8 inches Distance from bottom of scum to bottom of outlet tee or baffle NIA/ 14 inches/14 inches How were dimensions determined? sludge judge Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert, evidence of leakage,etc.): The inlet tee on the main septic tank and the in and outlet tee's on the septic tank located outside building"A"are in good working order. The septic.tank located outside building"D"does not have influent or effluent tee's on the 4 inch inlet and outlet pipe. All concrete tanks and their assocaited components are in good working order and structurally sound. There were no signs of inflow or infiltration, The FAST and ABC-N systems have built in outlet baffles and the water level is at normal working height. The septic tank is H-20 loading. 15ir+sp:doc tev:7/2812016. Tlge 50"l tnspectlon Form:Subsurface Sewage DIspmal System•Page 10 of 18 Commonwealth of Massachusetts 1 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form=Not for Voluntary Assessments 780..Craigsville Beach Road Property Address The Residences at Trade Winds Owner Owners Name information is required for every Centerville MA 02632 02/26/2021 page. Cityrrown state Zip Code Date of Inspection D. System Information (coat.) 7. Grease Trap(locate on site plan): Depth below grade: feet Material of construction: ❑concrete 0 metal ❑fiberglass ®polyethylene ❑other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Bate Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert, evidence of leakage,etc.): 8. Tight or Holding Tank(tank must be pumped at time of inspection)(locate on site plan): Depth below grade: Material of construction- El concrete 0 metal 0 fiberglass El polyethylene ❑other(explain): Dimensions: Capacity: gallons Design:Flow: gallons per day 0168p:tloc rev 7rWW18: Title 50Hicy Inspection Form:Subsurface sewage GIs evrBg posal System-Page 11 of18 Al Commonwealth of Massachusetts Title 5fficial Inspection For Subsurface Sewage Disposal System l=onn-Not for Voluntary Assessments 780 Craigsville Beach Road Propertk Address The Residences at Trade Winds Owner Owner's Name infIuiredf6re Centerville MA 02632 02/26/2021 Is required for every page. cityrrown state Zip Code Date of.Inspection D. System Information (coat.) 8. Tight or Holding Tank(cant.) Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments(condition of alarm and float switches,etc.): `Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No 9. Distribution Box(if present must be opened)(locate on site plan): Depth of liquid level above outlet invert 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.). 151nsP�?� rev 7�2&l2018 Tire 5 Officlel.lnspealon Fonn:Subsurface sewage Disposal system•Page 12 cf 1a ti Commonwealth of Massachuse#fs - Title 5 Official mwectiort Form SubsurFace.Sewage Disposal Systee�Form Not for Voluntary Assessments . 7QO Craigsville Beach Road Properly Address The Residences at Trade Winds Owner Ownbes Name information is Centerville MA 02632 02/26/2021 required for every page. CityFrown state Zip Code Data of Inspection D. System Information (coat.) 10. Pump Chamber(locate on site plan): Pumps in working order: ® Yes ❑ No* Alarms in working order: Yes ❑ No* Comments(note condition of pump chamber,condition of pumps and appurtenances,etc_): The 10,000 gal pump chamber is in good working order with no signs of inflow or infiltration. *If pumps or alarms are not in working order,system is a conditional pass. 11. Soil Absorption System(SAS)(locate on site plan,excavation not required): If SAS not located, explain why: Type: ❑ leaching pits number: 0 leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length; 2 leaching fields number,dimensions: (22)Q42'x8W overflow cesspool number; ❑ innovativelalternative system Type/name of technology:. . iSlnsp.doe•rev 7/2812618. Tttle 5 ORklal,lnspectlon Form:Subsurface$ewaga.Dlsposal.System•Page 13 or 18 Commonwealth of Massachusetts Title 5 Official Inspection Fora Subsurface Sewage Disposal System Form Not for Voluntary Assessments 700.Crai sville Beach Road Property Address The Residences at Trade Winds Owner Owner's Name information is required fog every Centerville MA 02632 02/26/2021 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 11. Soil Absorption System(SAS) (font.) Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation,etc.): No signs of hydraulic failure or ponding. S.A.S.#1 is located under a grass field. The cleanouts are not to grade. S.A.S.#2 is located under the facility parking lot with the cleanouts to grade at the end of the laterals. 12. Cesspools(cesspool must be pumped as part of inspection)(locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation, etc.): 15lns13.169•rev.7(28f2018 Me 5OffOO Inspealoq Form:Subsullace Sewage Disposal System-Page 14 of 18 Commonwealth. of Massachusetts _ Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 780.Craigsville Beach Road Property Address The Residences at Trade Winds Owner Owner's Name information is required for every Centetville MA 02632 02/26/2021 page. City/Town State Zip Code Date of Inspection Do System Information (cone.) 13. Priory(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.): t5lnsp;doc•rev:7l2BI2018: TAle 5 Official Inspecilon Form:.Subsurface Sewage Disp osal posal System•Wage 75 of 18 r �* Commonwealth of Massachusetts R Title 5 Offic l Inspection WrO .5 Subsurface Sewage Disposal System Form-.Not for Voluntary Accessmants 780 Craigsville Beach Road Property Address The Residences at Trade Winds Owner Owners Name information is required for every Centerville NIA 02632 02/26/2021 page. CitylTown State Zip Code Date of Inspection D. System Information (cone.) 14. Sketch Of Sewage Disposal Systern- 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: Q hand-sketch in the area below drawing attached separately t51nv4oc rev.7r"A.18. Twe s.016etal Inspection Form:Subrurraea Sewage UppoW System•Page 16 of 1s Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System(Form Not for Voluntary Assessments 780 Craigsville Beach Road Pimperty'Address The Residences at Trade Winds Owner OvuneesName information is required for every Centerville MA 02632 02/26/2021 page, Cityrrown State Zip Code Date of Inspection D. System Information (coat.) 15. Site Exam: Check Slope Surface water Check cellar Shallow wells Estimated depth to high ground water: >5 feet feet Please indicate all methods used to determine the high ground water elevation: Obtained from system design plans on record If checked,date of design plan reviewed: 06/16/2008 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: Established ground water from the plan on record dated May 16,2008 as provided Baxter Nye Engineering&Suiverying Before filing this Inspact�on,.Report,.please see.Report Completeness Checklist on.next page. t5insP.doc•rev.7/2812018 Title 5 Officlal Inspection Form:Subsurface Sewage Disposal System•Page 17 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form e Not for Voluntary Assessments 780 Craigsville Beach Road Properly Address The.Residences at Trade Winds Owner Owners Name information is Centerville MA 02632 02/26/2021 required for every page. City(rowfi State Zip Code Date of Inspection E. Report Completeness Checklist Complete all applicable sections of this form inclusive of: ® A. Inspector Information:Complete all fields in this section. • B.Certification:Signed&Dated'and 1, 2,3,or 4 checked C.Inspection Summary: 1,2, 3,or 5 completed as appropriate 4 (Failure Criteria)and 6(Checklist)completed D.System Information: For 8:Tight/Holding Tank-Pumping contract attached For.14:Sketch of Sewage Disposal System drawn on pg. 16 or attached For 15:Explanation of estimated depth to high groundwater included f.5insp doc ;rev.7(Ami)8 M 5 offkW inspection Form:Subsurface:sewage Disposet System•Page 18 or 18 io% e► er r N?- c�+ d P 1 16' B 1 32' 1 A A 221 B 2 3 2.f A 3 27 B 3 34" A422' B417' AS. 26' B621' ARC. A629' B624' A739" B733' �o A847" B841" . h A 9 46 B 9 43' /afoti fi �e�•/i' b� ' - , ,ep T FAST Are �O Al :.vile urua+ 1 E 14 42' vprr E 15 44' E 16 32' E1735' 9 � F1426' F1530' ? F 16 35' .m F1738' T r 0 00 ra C 10 64' C 11 71' PVjn� C 12 78 Sk C 13 86' D 10 40' iv d1 �� 13 D 11 33' D 12 28' D 13 22' 1OIL- 'CAI i M�. � PCGRFGRATED 16002 West 1101'Street,Lenexa, KS 66219, Phone 913-422-0707, Fax 913-422-0808 e-mail:onsite@biomicrobics.com,www.biomicrobics.com,800-753-FAST(3278) MASSACHUSETTS FIELD INSPECTION & SERVICE REPORT For Bio-Microbics FAST'Systems 37462 } t n INSTAiLAT#ONE±`fit # `� � x;F 4 _ F; y AUTHORIZED SERVICE PROVIDER t r< Installation Address: 780 Craigville Beach Road Name: Wastewater Treatment Services,Inc. Centerville,MA 02632 Owner Name: The Residences at Trade Winds Mail Address: c/o Dept.494 Prop.Mgmt Mail Address: 44 Commercial Street Houston,TX 772104579 Raynham,MA 02767 Phone: 508420-0299 Fax: e-mail: Phone: (508)880-0233 Fax: (508)880-7232 e-mail: ,J Model No. Serial No. Startup Date Date of last pump out ABC-N 1.5 6084 5/14/2008 Approval 1jpe (x) General () Provisional () Piloting ()Remedial () General Denite Seasonal Residence ()Yes (x) No NO #`MAINTENANCE PERFORMED AND C©RMENn Electrical Panel(s) Visual Alarm Operating x Audio Alarm Operating x (if present) Blower(s) Air Inlet Filter Clean x Blower Hood Vents Clear x Excessive Noise x Excessive Vibration x Treatment unit(s) Unusual Odor x Settleable Solids Test Performed x Pump out Required x Primary Settling Zone Sludge Depth 6" Aerobic Treatment Zone Sludge Depth 2" Thickness of Scum Layer 4" Sludge Level Distance to Outlet Depth of Ponding Within SAS Visual Observation Comments: firm Measurement Comments: EFFLUENT s" ' LIMIT. a s 'RESULT., .....s' .T .... Estimated Daily Flow 1540 gpd pH(Standard Units) 6 to 9 Turbidity <40 NTU Dissolved Oxygen >2 Mg/L Color Clear Clear Temperature Odor Not Septic Earthy Effluent Solids (x)None ()Some Effluent Samples Taken: Influent: ()pH ()BOD ()CBOD ()TSS ()TKN ()Nitrate ()Nitrite ()Total Nitrogen()Phosphorus()Spec.Cond. ()Ammonia ()Alkalinity ()Oil/Grease ()VOC ()Fecal Coliform Effluent: ()pH ()BOD ()CBOD ()TSS ()TKN ()Nitrate ()Nitrite ()Total Nitrogen()Phosphorus()Spec.Cond. ()Ammonia ()Alkalinity ()Oil/Grease ()VOC ()Fecal Coliform Description of any maintenance performed since previous inspection&during this inspection: Notes and Comments: CERTIFIED OPERATORNAME� CERTIFICATION NUMBER, +, x r' ' SERVICE DATE : Philip Dwyer Ras 16029 2/3/21 '`C'"#- �, r ��,.,�', # rfa +riS eprn e'-`f,- ^r r - i tT'Myw}fit + 3 ti- OPERATORr SIGNATURE s a� i }rt + yla V r r> is ._ _.� i Environmental Chemistry Environmental Services Site Assessment ��a��1C�� Balance Site Sampling Quality Assurance Services c L.L. Data Auditing G O R Y G R .. A T I 0 1�7 Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 44 Commercial Street REPORTED: 03/02/2021 Raynham, MA 02767 ORDER#: G2155626 COLLECTED BY: P.Dwyer SAMPLE DATE: 2/3/2021 TIME: 10:00 DATE RECEIVED: 2/4/2021 LOCATION: 780 Craigville Beach Centerville,MA SAMPLE ID: Residence @ Trade Winds Effluent Grab(S/N 9351) DESCRIPTION: WATER RESULTS OF ANALYSIS Parameter Analytical +' Date Units •Dot. Result Method s Analyzed Limit* Test Parameters LAB ID#: 2155626-01 BOD SM 5210B 02/04/2021 mg/L 4.0 6.2 Kjeldahl,Nitrogen EPA 351.2 02/26/2021 mg/L 0.50 12.9 Nitrate,Nitrogen 4500-NO3D SM 4500-NO3D 02/05/2021 mg/L 0.50 51.1 Nitrite,Nitrogen 4500-NO2B SM 4500-NO2B 02/05/2021 mg/L 0.01 0.11 pH SM 4500 H+B 02/04/2021 S.U. 0-14 6.2 Solids,Suspended SM 2540 D 02/09/2021 mg/L 4.0 15.0 Digitally signed by Unless otherwise noted,all analyses were conducted by Analytical Balance Corp.(M-MA022). /+manda Cronin nnanda Cronin NA=Not Applicable Amanda ''lnl�-')n9j Y 0"Analytical Balance Cronin C°rp. ND=Not Detected 2=5 ma da@h2otest.net = Less Than Approved By: na r»Ie)e en *' = Detection Limit Lab Manager / Date Page 1 of 1 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph:508-946-2225 9� I N C 0�H P V N W 7 E 0 16002 West 110th Street, Lenexa, KS 66219, Phone 913-422-0707, Fax 913-422-0808 e-mail:onsite@biomicrobics.com,www.biomicrobics.com,800-753-FAST(3278) MASSACHUSETTS FIELD INSPECTION & SERVICE REPORT For Bio-Microbics FAST°Systems q 36330 f _ ,rY`4a INST.A LLATyI,O,N T}H.:O`F R4 IZ'r*dE xDSERVICE PROVIDER t ' Installation Address: 780 Craigville Beach Road Name: Wastewater Treatment Services,Inc. Centerville,MA 02632 Owner Name: The Residences at Trade Winds Mail Address: c/o Dept.494 Prop.Mgmt. Mail Address: 44 Commercial Street Houston,TX 77210-4579 Raynham,MA 02767 Phone: 508-420-1046 Fax: e-mail: Phone: (508)880-0233 Fax: (508)880-7232 e-mail: A6 ! fey a,,.!�s*.�+'..r� t ::�;:$ .�L�g _, ` <: , �.. =INSTALLATION INFORMATIONI�. ' :ti ",, Model No. Serial No. Startup Date Date of last pump out FAST 9.0 9351 5/14/2008 Approval Type (x) General () Provisional () Piloting ()Remedial () General Denite Seasonal Residence ()Yes (x) No E J1PMENTys t 'AYES �' F `. "s,: Q p, r Ih.•s, r � M �} f= NOMAINTENANCE PERFORMED AND COMMENTS - Electrical Panel(s) Visual Alarm Operating x Audio Alarm Operating x (if present) Blower(s) Air Inlet Filter Clean x Blower Hood Vents Clear x Excessive Noise x Excessive Vibration x Treatment unit(s) Unusual Odor x Settleable Solids Test Performed x Pump out Required x Primary Settling Zone Sludge Depth 3" Aerobic Treatment Zone Sludge Depth 0" Thickness of Scum Layer 1" Sludge Level Distance to Outlet i Depth of 1Ponding Within SAS Visual Observation Comments: firm Measurement Comments: EFFLUENT ` <" i i .:'-LIMIT P SRESUIT i; Estimated Daily Flow 3080 gpd pH(Standard Units) 6 to 9 Turbidity <40 NTU Dissolved Oxygen >2 Mg/L Color Clear Clear Temperature Odor Not Septic Earthy Effluent Solids (x)None ()Some Effluent Samples Taken: Influent: ()pH ()BOD ()CBOD ()TSS ()TKN ()Nitrate ()Nitrite ()Total Nitrogen()Phosphorus()Spec.Cond. ()Ammonia ()Alkalinity O Oil/Grease OVOC ()Fecal Coliform Effluent: (x)pH ()BOD (x)CBOD (x)TSS (x)TKN (x)Nitrate (x)Nitrite ()Total Nitrogen()Phosphorus()Spec.Cond. ()Ammonia )Alkalinity ()Oil/Grease ()VOC ()Fecal Coliform (Description of any maintenance performed since previous inspection&during this inspection: Cleaned Filter,Checked Splash Recycle,Pump(s) Inspected,Float(s)Inspected Notes and Comments: CERTIFIED'OPERATOR W..— aP CERTIFICATION NUMBER `' dr° s>� � �' .�. - .. ._ , _ , _r��� � ' � ,..� .,. . . SERVICE DATE Philip Dwyer 16029 2/3/21~ OPERATOR'SIGNATURE r'"1. `I� f:r=sk ''r�i?iz.Si -1c s. j h N' • '5"#S�L• r. Environmental Chemistry ]Environmental Services Site Assessment Vlica, Site Sampling Quality Assurance Services1W-,. -A �� Data Auditing C 0 R P O RI n N Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 4 REPORTED: 03/02/2021 4 Commercial Street Raynham, MA 02767 ORDER#: G2155626 COLLECTED BY: P.Dwyer SAMPLE DATE: 2/3/2021 TIME: 10:00 DATE RECEIVED: 2/4/2021 LOCATION: 780 Craigville Beach Centerville,MA SAMPLE ID: Residence @ Trade Winds Effluent Grab(S/N 9351) DESCRIPTION: WATER RESULTS OF ANALYSIS Parameter: a ..�1nalyhcal� Date t"` Unitsr DeisRe'sult Method Analyzed Lira t* „ #Q Test Parameters LAB-ID#: 2155626-01 BOD SM 5210B 02/04/2021 mg/L 4.0 6.2 Kjeldahl,Nitrogen EPA 351.2 02/26/2021 mg/L 0.50 12.9 Nitrate,Nitrogen 4500-NO3D SM 4500-NO3D 02/05/2021 mg/L 0.50 51.1 Nitrite,Nitrogen 4500-NO2B SM 4500-NO2B 02/05/2021 mg/L 0.01 0.11 pH SM 4500 H+B 02/04/2021 S.U. 0-14 6.2 Solids,Suspended SM 2540 D 02/09/2021 mg/L 4.0 15.0 Djgitally signed by Unless otherwise noted all analyses were conducted b Analytical Balance Corp. -MA022 . C"da Cronin e y y y P ;.CN=Amand' Cronin NA=Not Applicable Amanda Cb alytical Balance ND=Not Detected Cronin Egamanda(0h2otest.net Approved By: 2:5.4.11= Less Than `n�1<��mt na m taoe en *' = Detection Limit Lab Manager / Date Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph:508-946-2225 Page 1 of I Commonwealth of Massachusetts ao2 �,-jyp-ooH v W Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments rtII °M 780 Craigville Beach Road t~ Property Address 0M10 The Residences at Trade Winds-System#1 Owner Owners Name information is required for every Centerville✓ Ma 02632 1/26118 aa�, page. City/Town State Zip Code Date of Inspection h�a 'v61::1 Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When A. General Information S/# �aS39 filling out forms on the computer, use only the tab 1. Inspector: key to move your cursor-do not Kevin Usilton use the return Name of Inspector key. Wastewater Treatment Services r� Company Name 44 Commercial Street Company Address Raynham Ma 02767 City/Town State Zip Code 508-880-0233 S113528 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ® Passes ❑ Conditionally Passes ❑ Fails El Needs FurtherMaluatlo` the Local Approving Authority /� r 1f 1/26/18 InspectorSignatu a Date The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 � Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 780 Craigvil►e Beach Road Property Address The Residences at Trade Winds-System#1 Owner Owner's Name information is required for every Centerville Ma 02632 1/26/18 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/a/ways 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: The system is operating as designed B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no"or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of _Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 780 Craigville Beach Road Property Address The Residences at Trade Winds-System#1 Owner Owner's Name information is required for every Centerville Ma 02632 1/26/18 page. Cityfrown State Zip Code Date of Inspection B. Certification (cont) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the-Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 780 Craigville Beach Road Property Address The Residences at Trade Winds-System#1 Owner Owner's Name information is required for every Centerville Ma 02632 1/26/18 page. CitylTown 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: l D) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than '/2 day flow { l5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 5 780 Craigville Beach Road Property Address The Residences at Trade Winds-System#1 Owner Owner's Name information is required for every Centerville Ma 02632 1/26/18 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 780 Craigville Beach Road Property Address The Residences at Trade Winds-System#1 Owner Owner's Name information is required for every Centerville Ma 02632 1/26/18 page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ❑ ® Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms(design): 42 Number of bedrooms (actual). 42 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 4620 t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M °'r 780 Craigville Beach Road Property Address The Residences at Trade Winds-System#1 Owner Owner's Name information is required for every Centerville Ma 02632 1/26/18 page. Cityrrown State Zip Code Date of Inspection D. System Information Description: Number of current residents: Does residence have a garbage grinder? ❑ Yes ❑ No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ❑ No information in this report.) Laundry system inspected? ❑ Yes ❑ No Seasonal use? ❑ Yes ❑ No Water meter readings, if available (last 2 years usage (gpd)): Detail: Sump pump? ❑ Yes ❑ No Last date of occupancy: currentDate Commercial/Industrial Flow Conditions: Type of Establishment: Condominiums Design flow(based on 310 CMR 15.203): 4620gpdGallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): 42 bedrooms Grease trap present? ❑ Yes ® No Industrial waste holding tank present? ❑ Yes ® No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ® No Water meter readings, if available: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 780 Craigville Beach Road Property Address The Residences at Trade Winds System#1 Owner Owner's Name information is required for every Centerville Ma 02632 1/26/18 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: current Date Other(describe below): System 1 is designed for 34 bedrooms plus the other 8 bedrooms from system 2 and 3 equalling 42 bedrooms. All of the flow goes through system 1 from system 2 and 3 totaling 4620gpd. General Information Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ❑ No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ❑ Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ® Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �M 780 Craigville Beach Road Property Address The Residences at Trade Winds-System#1 Owner Owner's Name information is required for every Centerville Ma 02632 1/26/18 page. CitylTown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known)and source of information: 12 years Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 5- feet Material of construction: ❑ cast iron ® 40 PVC ❑ other(explain): Distance from private water supply well or suction line: n/a feet Comments(on condition of joints, venting, evidence of leakage, etc.): The condition of the piping is good with no signs of leakage. The venting is normal. Septic Tank(locate on site plan): Depth below grade: 3+' feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) The 8,000 gallon -9,000 gallon w/FAST'unit-2,000 w/FAST unit all have access covers to grade for inspections and pump outs If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 8,000 gal. -9,000gal. -2,000gal. Sludge depth: 6„-4„-21- t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 780 Craigville Beach Road Property Address The Residences at Trade Winds-System#1 Owner Owner's Name information is required for every Centerville Ma 02632 1/26/18 . page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 12" Scum thickness 2 Distance from top of scum to top of outlet tee or baffle 811 Distance from bottom of scum to bottom of outlet tee or baffle 10" How were dimensions determined? sludge judge Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): No pump outs were recommended due to low levels of sludge and very little scum layer. No pump out recommendation made for either the FAST units onsite due to low sludge levels and no scum layer present. The structural integrity of the tanks are in good condition with no signs of leakage or infiltration. The 8,000 gallon septic tank has 3 inlet tee's, all inlet tee's are in good condition with no signs of back up into either system 2 or 3. The outlet tee is in good condition. The FAST units have outlet tee's built into the units and they are in good condition. The liquid level is at operating level through out the 3 tanks flowing into the pump chamber by gravity. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form . Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 780 Craigville Beach Road Property Address The Residences at Trade Winds-System#1 Owner Owner's Name information is required for every Centerville Ma 02632 1/26/18 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): R Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 780 Craigville Beach Road Property Address The Residences at Trade Winds-System#1 Owner Owner's Name information is required for every Centerville Ma 02632 1/26/18 page. City/Town State : Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): Pump Chamber(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.): The 8,000 gallon pump chamber is in good condition with no signs of leakage or infiltration. The pumps and floats were tested during the inspection with the alarm located in the control room. * If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 780 Craigville Beach Road Property Address The Residences at Trade Winds-System#1 Owner Owner's Name information is required for every Centerville Ma 02632 1/26/18 page. City/Town State Zip Code Date of Inspection D. System Information (cone.) Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ® leaching fields number, dimensions: (2)42'x80' ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology.- Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): No signs of hydraulic failure in and around the fields. SAS#1 field is located under a grass field that has normal vegetation with no signs of ponding or damp soils, the cleanouts are not to grade and have been landscaped over. SAS#2 field is located in the parking area with the clean outs to grade at the end of the laterals. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Foram Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 780 Craigville Beach Road Property Address The Residences at Trade Winds-System#1 Owner Owner's Name information is required for every Centerville Ma 02632 1/26/18 . page. Cityrrown State : Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy(locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 14 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 780 Craigville Beach Road Property Address The Residences at Trade Winds-System#1 Owner Owner's Name information is required for every Centerville Ma 02632: 1/26/18 page., Cityrrown State Zip Code Date of Inspection D. System Information (cone.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ❑ hand-sketch in the area below ® drawing attached separately t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 780 Craigville Beach Road Property Address The Residences at Trade Winds-System#1 Owner . Owner's Name information is required for every Centerville Ma 02632 1/26/18 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: 5'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: 5/08 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: established groundwater from design plan on record Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,M 780 Craigville Beach Road Property Address The Residences at Trade Winds-System#1 Owner Owner's Name information is required for every Centerville Ma 02632 1/26/18 page. Cityrrown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 of ` p7 1 • + z, 3 „ . M-t yT�� I ) .- 1 Iy { I k fx �- �� M,iliW1N 1NU4 CEllui F E -Cl[w W p Ui FEfllar ' T+`*:: P=N!M rflt1J1 NFU W-A fJiAM0.'PAYE «�Er 7.t�.MA'A. PORT ' E (EEC PI,AHj VALVE A;F. r , }� ftYAnt¢ c rd4 rNxt pur Luv faro �o:"I M HC UI Nj ( - d ^ tab ,: � �' 'J + a T fT "s,,.r ,:` t t."rF�Y tp P PI` ,I' -In GGiE4i ~J+r iL V iu•"- / I 1,t p� ,b CI Cy T k 3 a 1 rTN,FiIiFI 1/6 ItN./ 11 l( A•1R l4 H " PvG. .T r 4 1EKsw 'a.1JG�1 .;y- t'v¢li.j'. rode r'r rl.0 r DIA' Pr BMANIFOL •. � '. w� 'tTy-+ ¢.a'MafT�j r-ftu� i..� J „,�y�, --••- '+••�"� LlA I/ARI RirTL,RA/tNr ^$Sirl[f05 OtT/tPIPf 1 III?-42'X B0WVZD.FORAF>) E r PfPi�1(1{t Plat 20 - j9.r0- aI d + r L n.ow Lna' r w � m'• J.:.. �„tht dA Y'-T""�r F i+t.E."1"4'fc"^dN r))`" I "I'�'�a py�SE - E1'7[1 V5.- -(Min. -AGs"af SiE E-LtEzVv2,so_ l !tS>J 4E6 LoE vE5 G. 0a TQSOL ABSORPN %�NE 'SILT SYSTEM (SAS),'RILLN70 U t, 1/4 swf4ra gat ar € :, d 6 awo E 1�'f�a Sa/a ow OBSERVED' a�SC)F f (T0.6E PLACED ON FIRM OASE) FAST 9.0 8.000 A! a*Z` r{'eSEPi7f TANK1.� TREATMENT PLANT PUC'�I ON,Vinyl er'` # + A� talarvoritc> - ;(OR EQUAL) CHAM 3� s�xi rrltiEP)i `z� tbw BER 1 °SE 1g1SPOS�L SYSTEMrPROF,ILE A (rox»,°�oric FRAJA Art GRATE WAG Q :' ; ro ro scAle:z r -.� ra'oEd� 9 ' 25'3 F 17,7 ..' 7A#f3[�lEARIr'Stt:THC 101.Y s 4'SCHEDULE 40 PVC PIPE - .i {Ej�; MIN.PITg1 1/8"PER ,i i7, >*10 Ff`IallWMJs b i+h ','2 ISOPRE"PRESSURE- MUN E - i }} INVFjiT V.� g d MANH�L� r% a 3 PUMP 4h4 '-EIF T ma FTb ems€ Nip x r� 14 Z GFLOW UN ,'[. 'PUMP L OFi ` �aa -..t ., �. *ffu.: xa' � � EGA �5� EIEV''�. �( f 4 ORILI �.. !R E x L +- ,mot; ��BOITOL OF W9 HOLE A. H2O(`Tir"' �'; ELE� o. t -d';Te.oD'..- H2O, r •ram{ -- �:SD 4 CHECK '.. �'�EJ « S ` FRAME AND GRATE X(TO BE.PLACED ON FIRM BASE)'f I VALVE I(TO BE PLACED ON fRN BASE) '° ..4 I g ( } - a T *y; _ c 1;500GAL'LON� 1;000rGALLONF S8r000 GALL�N :F .,; 1fl• r ' SEPTIC�TANK "#3 FIIMP SEPTIC TANKS#� 3 ;, _w s r �';, CHAMBER #2 8: . ,�gMg r ;.. tea` 5:."d' * X Ax rrt r "rF �. _:, 4 :t' t as -` DETERMINE EIEVARC r tee° S€'Wi�GE DISPOSAL :SYSTEM PROFILE Bk 'r INVEdT' TO�SC�ALE LT: � l tc ; `s r t t ,itXJtrk•Ki -'anti t a. �� tF .ax twgt � xkss' m� 3a 'T - #u, r ¢ ��40 ]K r -W 7 1 Vn �u-�_*?,°?-c A s� t j r �- ,�..., � •Cr,-#, 6 ras r r,-4 a :�g 4 ,s F` `: �A1•�� ALARM ON SEE 7AC BOLTi 7 ELEUst872 li " �Ctrrq,� 'y,ktA '�- h a'at t'A 1, }E Tt 3: EtEY 10 FL-LaG,MUj/. Y-2-� i s rr 54, 2 PRES,SII_E PIPE � MIN PCF1h 1/e PERK1 "-°�,+t,,•" ,i qq 3 •'+i� �. ST." V ! 150 PSI MINIMUM r'•, +4.•, ,,,: �: s `c aS:. �,. - a� 4' ..PUMP'QFF HDCI .: a COVERS 'V,. 't �a_ ^cT' VERS BOTTOM 0 AST, AIlNt►/U,M ;'R€�� "'-, Ft c' 'd a a z. :e '<."= 1., y Ad 2 ya^, s $"'Ly, ari8 ? ,o-' ';,rcx *) s„ '" x,; ..,,`< _ ,� ,�. r PITCH 1%{ PER FT b .3a_L �' .; f r"_ tmt •i a ,,. y �, - s� ,,, nH2O: :. s �z FRAME ANDR( ,, t ��'�. 10 s 7 : ➢ "a--� 'r P 10 +`'^ - '��3 '" - Y 27 t I, ' A-p L d �s€�CppS ht ,4 I E rev,: y1�4>DRILLr 1 C� Ey "ai c F n r I F- ' `"u'� .,t r'N '�:'eY 6AFFLE.. �HOLE.t^^ + a 9AFFlY ,�i" ,r a d�:.:-r, t�" ;''air - w �+'kr';r• I '~ ' .� .�,,?-- .,� r T[•u.:,. 'H2Of a 4"e o t '4,` 's Q� y.. "' H2O1x` °3 a - 1.� • r -I ws -.t-_i °. "'' '- •,,, ° "_..., x V t3r�- �` ",;I ..CHECK :.�,(TO BE AUA ON FIRM.BAS� ,e'4 �„VA VE e(TO BE PLACED•OFl`t)BASE)' )° '�'��ta`f`�'Y' 1 C" 0-i ) r '+ .fi 7' :€ ';,1,� T �4 y r,-"GAl'LONw fi1500'GA .i , " 8Q00 + Aly ka _ N?> °SRum EP7IG..TANK' #4 ��''� LLON $N` ,PTIC TA:NI d raj -�' �.. d � "_ � fCHAM�ER�#3 �. `�� � T+,' / Y"' ''a w' :`• �. s ' a' 1 �+•�, ` 'AGF td DISPOSAL S}'S1EiPROFILEC es�� °�AW r �. ror ro sCeLE �• A . , k 5 �"•"I''a' r� I 0. z -ll+ ^CAL/C1Yu O 6A4/ g /x E , . GAlI „ GAS f as 0li a[s i�v.` - t7., C4�fElME PEk CYt2E a C . f!4GAL'J�(1YCLE tj�,` A NX Cd2'E' .,. a ty k ,CAP r 11Jfa/ CA�.T; .LZAt Pr r ViG ; �FIE 1tUM .�� tz�'"LEA. GY3 6T/Qj�gCE %j Y Rf�311/REO FIUW PER`ClGiLr: r r 7YltJJi.s JptQ(� 4/ �7/J FiJFT tll5(�1 �L#CU f�/J6 �l `�,i :,rtk/ Pfi a tl7lf/ME PER C ��v,A€ -, �";, - ���'�'�'�-'Sq�, •� �ACr£�GY�(r2�-'D,OI/V� �' p.Qy� :_ T � �. � - i VOLUME'OF WATEB�IIya'?1P£�', SK 1 SPOSAL ,UN/- T � /LEGEND:_ ►� ; , ... 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Ftr .,,,._. � ;.:r .. �7 rPaa:'wsG�Fir ,a.G:a�A4r ;.r ,fik"-'°4r'" i,;:. .x y.' •r: :.;,,_.;. ,:,� r:':r,« kF.{. ,y t' b ....;'..t - n' r ;3as `.«,..:,...«^.*;. .�.... -' .. «.'. .;yr r,,,s,} 'y:.a s ,.>�., �". ,t:c�.�' Ftal'„+,'.der..": ;f .� �, � WrT'.;.-,. •,,.5,r x'.�,r: r.'�' .r,:. � ../,`' WASrk, d,d�.'a .,,i .n a-:,:.:.«. ,,. .. - .::s srvw s,..�.+. .t: w rv.� �,�7p,.. ,, -•tF."�Sr. > r_ :Hs4 r7 !yr .z' s' :�w �� '.r';:.,. �:.' � ..rL -:..-:, ... .. �• �^����-'�p'+•�a.� u ::��y ? ..x� ,h= < :..-. - - i ; .. -x y,,: ,. ...�k . .. ->yxr-� -. .. ~ R5.Q r�.�r`: ::' '��- ,;`c" ,L .}>t;;:�:wft �a,..w..4y"•w,«, ..*`::4 _.._,4. ._ K;,,.,. � -a.: .:a',4.. �� ! aaa. „i.,. k..+:... .. .,. �, :... `da : .i -.._ .. _'.: ,...:-§e. ��... M 'd ... � ...•¢v... . t l.rz i Y, -,kk ,:\k lb.:,,�',:q{ n a - - .-w«+ w,,. ,+ ..;:. rm:,.,w�•# '.,r''t ';� �.-. .�''>s..,.....u.-..z:f .,_aa.. , ...,::,,.•.*.... -`� ,..>r'�a >. -;,d.u..� ., x_„ .,a. ,. e.. -,.. -,.n ,., ..... ,.. -..:. w; ?,`fir: „r. .ki -,..n ..� �. ,. ., ... # ..,.^.�.::., -kd ::..+m... M«,. +r, r...,. .. a x.'Y+-.,, s. �' ..:s:.':>K d ..,: .x •. #.. - :"�`3•..' .,> - ... .- -. ::.. �...�_ :«r. -: ._ -<. .. mr. k-..,. .�;x..,-, -ry,. �y.� L „�kx�y, �1�-r:L*.✓ p ,{.....,x; :. � :r.:.- �' a. �,.:.... ,: .,� �,. :. .+e�►- '�;..r��' .. �. ...� ..,. � 4L H ....�3:..., ..».. •.,. : .;..,:.. -�.a.._.tar >?. rx,µ»..w.,... _.. _,y:. ,.. rfi"w .::� ry;t. � cx .;,Gp a` :_}f n...�,%_, n�.. I6,NOV-07- 11:36. FROM-JRENGPROD ' +15088807232 I T-375 P 02/03 F-9/3 `G1lrre re�Uat rea67wet c er,r,Yeel, Yiz-, 4-4 Commercial Street Please corrrptctc Ulf itcrru morkcd• �iaynham, MA including three signatures. Mail signed original contract to: 02767 �1 asucwat�Lroatmmt Services Tne. 4a Commctci l Sure.c Tel: (508) 880-0233 gavnham,MA 02167 Fax: (508) 880-7232 i INSPECTION A"EFFLUENT TESTING AGREEMENT Agreement entered into by and between Wastewater Treatment Services, Luc. (herein called WTS) and the FAST"System OWNER(herein called OWNI ER) for the inspection by WTS of certain equipment of OWNER which is described below. Upon acceptance of this agreement at WTS's office, WTS will render the following services only: Equipment .v ill be inspecte t ]east 4 times per year that this Agreement remains in effect, with the first inspections beginning O? These inspections will include: 1) Testing of the sludge depth in the septic tank 2) Take amperage and voltage readings,change oil, grease blower,check belts, check air pressure,air scour unit, check airlift,check recycle line, and clean/replace intake filter of air blower. 3) Inspection of the alarm system. 4) Inspect over-all condition of Modular FASTo System. 5) Inspection of Micro C System. 6) Notify OWNER of any problems encountered. 7) Invoicing on a quarterly basis for testing only to be paid within 30 days from date of invoice. Annual maintenance cost to be paid in full upon acceptance of this agreement. 8) Must receive a signed purchase order frorn OWNER prior to any work being performed other than that covered by this Inspection Agreement. Service other than routine maintenance will be billed at an hourly rate plus travel and material. WTS shall notify the local Board of Health and Department of Environmental Protection in writing within 24 hours of a system failure or alarm event including corrective measures that have been taken. OWNER will be billed standard WTS charges for any parts used in repairs or maintenance. Any additional labor time will be billed to the OWNER at current labor rates of S78.00 per hour. Emergency service between regular inspections will be provided at standard labor rates during normal business hours; at time and one-half after 5:00 PM and on Saturdays; and at double time on Sundays and holidays. Emergency serti ice charges will include a minimum four(4)hours of labor, plus standard WTS charges for parts,plus mileage and travel charges. The annual rate includes routine maintenance, but does not include repairs required for damages caused by abuse, accident, theft, acts of third persons, forces of nature, or alterations made to the equipment. WTS shall not be responsible for failure to render the agreed services if caused by strikes, labor disputes, non-cooperation by OWNER,or other factors beyond the;control of WTS. OWNER understands and agrees that WTS is not responsible for special, incidental or consequential damages, including but not limited to loss of time,injury to person or property, or equipment failure. OWNER agrees that VVTS may enter OWNER'S property and have acceptable access to all areas deemed by WTS to be necessary or appropriate for WTS to perform its duties hereunder. 16-1'10V-0,7. 11:37. FROM-JRENGPROD +1503o80T232' T-3T5 P 03/03 F-U3 Current WTS practice is to send OWNER approximately 10 days before expiration of the terns of the current contract(1) either a new contract or an offer to extend the current contract's term, and (2) an invoice for one year of service. It is OWNER's responsibility to timely return the payment and either the new contract or the accepted extension, completed and signed. WTS must receive the payment and document before expiration of the then current contract year to assure continuous contract coverage. Failure to return such doCUTT1ents on time or to otherurise comply with this contract, may result in suspension of service, cancellation of the contract and/or nullification of warranties, at the election of WTS. OWNER may not assign this contract without the prior written consent of WTS. It will remain in force until a parry cancels by written notice to the other at the address given herein, or until the contract term expires, whichever is sooner. MA\fU-FACTURER MODEL NO. SERIAL NO. LOCATION ANiNrtJAL RATE Bio Microbics ModularFAST 9.0 r-31j/ Centerville, MA $2,500.00 ABC-N 1.5 10 0 FO�i(PNIEivT ONVNT__R- �? Was tc�v.tt reatn�ent Sen-ices nc - *Signed.by OWAR:-X 7 w+ Signed: The Trade Winds 44 Con rcial Street *Address: _ Raynham,MA 02767 780 Craigville Beach Road Tele: (508) 880-0233 *City: State: Zip: Fax: (508) 880-7232 M Centerville A 02632 *Telephone—6i6?—?4 "1 Effective Date of Agreement ��m Daytime Telephone 7 ),C %7 S" 7 OWNER understands that(1)ANNUAL RATE payment is for one year only commencing on the effective date set forth above and is non-refundable; and (2) Current DEP Regulations require OWNER to maintain a service agreement for the life of the FAST'System. I HAVE READ AND UNDERSTAND TAE FOREGOING. *Signed by QWNER: Effluent Testin Effluent sample taken 4 times per year for 2 years and delivered to a qualified testing lab for evaluation. Results sent to State and local Agencies as well as the OWNER. OWNER is responsible for providing acceptable access to effluent to enable a grab sample to be taken for laboratory testing performed. PER ur: '(PLEASE CHECK ONE) (X ) GENERAL ( )REMEDIAL { )PROVISIONAL *SPECIAL CONDITIONS PER LOCAL BOARD OF HEALTH (Y)or(N)if YES,please attach copy of permit ( X ) pIT, CBOD5, TSS,Nitrate, Nitrite,TKN ( )Other: "Cost for testing: $235.00/Visit Operator assigned: William Everett Telephone: (S08)400-3868 *Engineer: Craig Short *Approval for Effluent Testin Owner's Signature � Wastewater Treatment Services, Into 44 Commercial Street Raynham,MA 02767 Tel: (508)880-0233 Fax: (508)880-7232 January 10, 2018 Property Manager The Residences at Trade Winds 1046 Main Street Suite 11 Osterville, MA 02655 Reference: Onsite Wastewater Treatment System - Serial Number: 9351 & 6084 Dear Property Manager The Residences at Trade Winds: Attached please find the Field Inspection& Service Report and Test Results (as required) for services performed on 11/13/17 at your property located at 780 Craigville Beach Road, Centerville, MA. Please review the Service Report and Test Results and be sure to refer to the effluent limits set for your property by the Massachusetts Department of Environmental Protection and your Local Approving Authority. Should you have questions on the requirements for your property,please contact our office for further information. Sincerely, Wastewater Treatment Services Wastewater Treatment Services,Inc. Service Department Enclosures C 9 N ®�0 R it'T E D 8450 Cole Parkway, Shawnee, KS 66227, Phone 913-422-0707, Fax 913-422-0808 e-mail:onsite _biomicrobics.com,www.biomicrobics.com,800-753-FAST(3278) MASSACHUSETTS FIELD INSPECTION& SERVICE REPORT For Bio-Microbics FAST Systems 29156 5,: ,a S �•-1` r � -:.i I.,. , .ti;a :. , 7tt1'a % � �,�. F -. � i_�. rINSTALLATION�t > AUTHORIZED SERVICE PROVIDER Installation Address: 780 Craigville Beach Road Name: Wastewater Treatment Services,Inc. Centerville,MA 02632 Owner Name: The Residences at Trade Winds Mail Address: 1046 Main Street Mail Address: 44 Commercial Street Osterville,MA 02655 Raynham,MA 02767 Phone: 508-420-1046 Fax: e-mail: Phone: (508)880-0233 Fax: (508)880-7232 e-mail: INSTALLATION INFORMATION Model No. Serial No. Startup Date Date of last pump out FAST 9.0 9351 5/14/2008 Approval Type (x) General () Provisional () Piloting ()Remedial () General Denite Seasonal Residence ()Yes (x) No EQUIPMENT 5 J;.:a YES .` N0 MAINTENANCE OM PERFORMED AND CMENTS Electrical Panel(s) Visual Alarm Operating x Audio Alarm Operating x (if present) Blower(s) Air Inlet Filter Clean x Blower Hood Vents Clear x Excessive Noise x Excessive Vibration x Treatment unit(s) Unusual Odor x Settleable Solids Test Performed Pump out Required x Primary Settling Zone Sludge Depth 6' Aerobic Treatment Zone Sludge Depth 6' Thickness of Scum Layer F, Sludge Level Distance to Outlet Depth of Ponding Within SAS Visual Observation Comments: FIRM Measurement Comments: EFFLUENT LIMIT;', RESULT.: ' Estimated Daily Flow 3080 gpd pH(Standard Units) 6 to 9 Turbidity <40 NTU Dissolved Oxygen >2 Mg/L Color Clear Clear Temperature Odor Not Septic Earthy Effluent Solids (x)None Q Some Effluent Samples Taken: Influent: ()pH ()BOD ()CBOD ()TSS ()TKN ()Nitrate ()Nitrite ()Total Nitrogen()Phosphorus()Spec.Cond. ()Ammonia ()Alkalinity ()Oil/Grease ()VOC ()Fecal Coliform Effluent: (x)pH ()BOD (x)CBOD (x)TSS (x)TKN (x)Nitrate (x)Nitrite ()Total Nitrogen()Phosphorus()Spec.Cond. ()Ammonia () Alkalinity ()Oil/Grease ()VOC ()Fecal Coliform Description of any maintenance performed since previous inspection&during this inspection: Cleaned Filter,Checked Splash Recycle,Pump(s) Inspected,Float(s)Inspected Notes and Comments: :CERTIFIED OPERATOR'NAlVIE CERTIFICATION NUMBER' SERVICE DATE Philip Dwyer 16029 11/13/17 OPERATOR SIGNATURE I trg C O D P O R A T E D 8450 Cole Parkway, Shawnee, KS 66227,Phone 913-422-0707,Fax 913-422-0808 e-mail:onsite .biomicrobics.com,www.biomicrobics.com,800-753-FAST(3278) MASSACHUSETTS I+IELD INSPECTION & SERVICE REPORT For Bio-Microbics FAST'Systems 29157 r ' INSTALLATION ; AUTHORIZED SERVICE PROVIDER Installation Address: 780 Craigville Beach Road Name: Wastewater Treatment Services,Inc. Centerville,MA 02632 Owner Name: Steve Fernandes The Residences at Trade Winds Mail Address: 1046 Main Street Mail Address: 44 Commercial Street Osterville,MA 02655 Raynham,MA 02767 Phone: 508-420-0299 Fax: e-mail: Phone: (508)880-0233 Fax: (508)880-7232 e-mail: �q'• r }, i w+ {,I INSTALLATION INFORMATION i Model No. Serial No. Startup Date Date of last pump out ABC-N 1.5 6084 5/14/2008 Approval Tvpe (x) General () Provisional () Piloting ()Remedial () General Denite Seasonal Residence ()Yes (x) No EQUIPMENT # YES�1 NO. MAINTENANCE PERFORMED.,AND COMMENTS Electrical Panel(s) Visual Alarm Operating x Audio Alarm Operating x (if present) Blower(s) Air Inlet Filter Clean Blower Hood Vents Clear Excessive Noise Excessive Vibration Treatment unit(s) Unusual Odor x Settleable Solids Test Performed Pump out Required Primary Settling Zone Sludge Depth Aerobic Treatment Zone Sludge Depth Thickness of Scum Layer Sludge Level Distance to Outlet l Depth of Ponding Within SAS Visual Observation Comments: firm Measurement Comments: EFFLUENT LIMIT'° RESULT Estimated Daily Flow 1540 gpd pH(Standard Units) 6 to 9 Turbidity <40 NTU Dissolved Oxygen >2 Mg/L Color Clear Brown Temperature Odor Not Septic Earthy Effluent Solids (x)None Q Some Effluent Samples Taken: Influent: ()pH ()BOD ()CBOD ()TSS ()TKN ()Nitrate ()Nitrite ()Total Nitrogen()Phosphorus()Spec.Cond. ()Ammonia ()Alkalinity ()Oil/Grease ()VOC ()Fecal Coliform Effluent: ()pH ()BOD ()CBOD ()TSS ()TKN ()Nitrate ()Nitrite ()Total Nitrogen()Phosphorus()Spec.Cond. ()Ammonia ()Alkalinity ()Oil/Grease ()VOC ()Fecal Coliform Description of any maintenance performed since previous inspection&during this inspection: Notes and Comments: CERTIFIED OPERATOR NAME CERTIFICATION;&0MB ' SERVICE DATE : , Philip Dwyer 16029 11/10/17 OPERATOR SIGNATUREwe �. Environmental Chemistry Environmental Services Site Assessment a P Site Sampling Quality Assurance Services A.nakfical Badl nce Data Auditing C O R P 0 R A T I O N Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 4 REPORTED: 11/27/2017 4 Commercial Street Raynham, MA 02767 ORDER#: G1719485 COLLECTED BY: P.Dwyer SAMPLE DATE: 11/10/2017 TIME: 10:00 DATE RECEIVED: 11/10/2017 LOCATION: 780 Craigville Beach Centerville,MA SAMPLE ID: Residence Fernandes Effluent Grab DESCRIPTION: WATER RESULTS OF ANALYSIS Rl- 'Pa ameter' 'Analytical Date`' t, tUntts"r iDet.' Result u r � Test Parameters LAB-IID#: 1719485-01 BOD,Carbonaceous SM 5210B 11/10/2017 mg/L 4.0 48.8 Kjeldahl,Nitrogen EPA 351.2 11/22/2017 mg/L 0.50 60.1 Nitrate,Nitrogen 4110B SM 4110 B 11/10/2017 mg/L 0.5 ND Nitrite,Nitrogen 4110B SM 4110 B 11/10/2017 mg/L 0.25 ND pH SM 4500 H+B 11/10/2017 S.U. 0-14 7.6 Solids,Suspended SM 2540 D 11/15/2017 mg/L 4 42.0 Digitally signed by Timothy NA=Not Applicable Timothy A. .. A:Begley j uTimothy A.Begley ND=Not Detected Approved )3yBegley Date.2017.11.2721;53:50 = Less Than Lab Mauaaer / Date *' = Detection Limit Page 1 of 1 Analytical Balance Corp., 422 West Grove Street, Middleboro, MA 02346 Ph:508-946-2225 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments i.T l ,M 780 Craigville Beach Road I`Q Property Address The Residences at Trade Winds-System#2 Owner Owner's Name information is " Centerve Ma 02632 1/26/18 -` required for every ill page. City/Town State Zip Code Date of Inspection r PIZ: Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When filling out forms A. General Information a8µ6) on the computer, use only the tab 1. Inspector: key to move your cursor-do not Kevin Usilton use the return Name of Inspector key. Wastewater Treatment Services ry Company Name 44 Commercial Street Company Address Raynham Ma 02767 City/Town State Zip Code 508-880-0233 S113528 Telephone Number License Number B. Certification certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ® Passes / Conditionally Passes ❑ Fails ❑ Needs Further,Evaluation41y the Local Approving Authority 1 1/26/18 Inspector'EfSignature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 Commonwealth of Massachusetts - _ F Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 780 Craigville Beach Road Property Address The Residences at Trade Winds-System#2 Owner Owner's Name information is required for every Centerville Ma 02632 1/26/18 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: The system is operating as designed. The effluent from system#2 enters into the inlet of system#1. B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no"or"not determined" (Y, N, ND) for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old* or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts _ Title 5 Official Inspection Form Subsurface Sewage Disposal System.Form -Not for Voluntary Assessments °M 780 Craigville Beach Road Property Address The Residences at Trade Winds-System#2 Owner Owner's Name information is Centerville Ma 02632 1/26/18 required for every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 3 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 780 Craigville Beach Road Property Address The Residences at Trade Winds-System#2 Owner Owner's Name information is required for every Centerville Ma 02632 1/26/18 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than '/day flow t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 780 Craigville Beach Road Property Address The Residences at Trade Winds-System#2 Owner Owner's Name information is required for every Centerville Ma 02632. 1/26/18 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont) Yes No ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool,or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal.coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no" to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA) or a mapped Zone II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 780 Craigville Beach Road Property Address. The Residences at Trade Winds-System#2 Owner Owner's Name information is required for every Centerville Ma 02632 1/26/18 page. Cityrrown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? M ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ❑ ® Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: r 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): 220gpd t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System_Form -Not for Voluntary Assessments �M ,W� 780 Craigville Beach Road Property Address The Residences at Trade Winds-System#2 Owner Owner's Name information is required for every Centerville Ma 02632 1/26/18 page. Cityrrown State Zip Code Date of Inspection D. System Information Description: Number of current residents: Does residence have a garbage grinder? ❑ Yes ❑ No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ❑ No information in this report.) Laundry system inspected? ❑ Yes ❑ No Seasonal use? ❑ Yes ❑ No Water meter readings, if available (last 2 years usage (gpd)): Detail: Sump pump? ❑ Yes ❑ No Last date of occupancy: currentDate Commercial/industrial Flow Conditions: Type of Establishment: Condominiums Design flow(based on 310 CMR 15.203): 220gpd Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): 2 bedrooms Grease trap present? ❑ Yes ® No Industrial waste holding tank present? ❑ Yes ® No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ® No Water meter readings, if available: t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °M 780 Craigville Beach Road Property Address The Residences at Trade Winds-System#2 Owner Owner's Name information is required for every Centerville Ma 02632 1/26/18 . page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: current Date Other(describe below): System 2 is designed for 2 bedrooms for unit#1 and includes a.1500 gallon septic tank with a 1,000 gallon pump chamber. The pump chamber feeds the 8,000 gallon septic tank that starts system#1. General Information Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ❑ No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ❑ Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ® Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 i Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments wM 780 Craigville Beach Road Property Address The Residences at Trade Winds-System#2 Owner Owner's Name information is Centerville Ma. 02632 1/26/18 required for every page. City/Town State Zip.Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 12 years Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 5 feet Material of construction: ❑ cast iron ® 40 PVC ❑ other(explain): Distance from private water supply well or suction line: n/a feet Comments (on condition of joints, venting, evidence of leakage, etc.): The condition of the piping is good with no signs of leakage. The venting is normal. Septic Tank(locate on site plan): Depth below grade: 2+'feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) The 1,500 gallon septic tank has access covers to grade for inspections and pump outs If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1,500 gallon Sludge depth: 15" t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 L Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 780 Craigville Beach Road Property Address The Residences at Trade Winds-System#2 Owner Owner's Name information is required for every Centerville Ma 02632 1/26/18 _ page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 8" Scum thickness 4 Distance from top of scum to top of outlet tee or baffle 411 Distance from bottom of scum to bottom of outlet tee or baffle 61- How were dimensions determined? sludge judge Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Pump recommendations were made, The structural integrity of the tank is good with no signs of leakage or infiltration. The inlet and outlet tee's are in good condition with the liquid level at the outlet invert. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts w Title 5 Official Inspection Form - Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °M 780 Craigville Beach Road Property Address The Residences at Trade Winds-System#2 Owner Owner's Name information is required for every Centerville Ma 02632 1/26/18 . page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 780 Craigville Beach-Road Property Address The Residences at Trade Winds-System#2 Owner Owner's Name information is required for every Centerville Ma 02632 1/26/18 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): Pump Chamber(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.): The 1,000 gallon pump chamber is in good condition with no signs of leakage or infiltration. The pumps and floats were tested during the inspection with the alarm located in the control room. * If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-- Not for Voluntary Assessments °M 780 Craigville Beach Road Property Address The Residences at Trade Winds-System#2 Owner Owner's Name information is required for every Centerville Ma 02632. 1/26/18. page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ® leaching fields number, dimensions: (2)42'x80' ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): No signs of hydraulic failure in and around the fields. SAS#1 field is located under a grass field that has normal vegetation with no signs of ponding or damp soils, the cleanouts are not to grade and have been landscaped over. SAS#2 field is located in the parking area with the clean outs to grade at the end of the laterals. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 780 Craigville Beach Road Property Address The Residences at Trade Winds-System#2 Owner Owner's Name information is required for every Centerville Ma 02632 1/26/18 ' page. Cityrrown State : Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 780 Craigville Beach Road Property Address The Residences at Trade Winds-System#2 Owner Owner's Name information is required for every Centerville Ma 02632 1/26/18 page. City(rown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ❑ hand-sketch in the area below ® drawing attached separately t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 17 L Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 780 Craigville Beach Road Property Address The Residences at Trade Winds-System#2 Owner Owner's Name information is required for every Centerville Ma 02632 1/26/18 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: 5' feet Please indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record 5/08 If checked, date of design plan reviewed: Date 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: established ground water from design plan on record Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page%of 17 Commonwealth of Massachusetts r Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M s 780 Craigville Beach Road Property Address The Residences at Trade Winds System#2 Owner Owner's Name information is required for every Centerville Ma 02632 1/26/18 • page. Cityrrown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System failure Criteria Applicable to All Systems) completed ® System Information— Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file I t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 •) " r 3 °"' / d.;1 3"` -- --w"rs lzq ui p^,Y iF ryvs i $' _ �•-- c1rJ���. 4cu!.uio uiaPECTiOl . '.,.-+^..,_" MOW NAU r'fl1AWL �.EI 71.^.MAA. PIXiT + s . . � i9fWA1�{tRE4JA01)TTpaUTktSY t0i9 ABC UNIT (scr Pi.RN) i ; /`r'y a p;f. +.UbL•rl8l #' IMn Pir'11!ln !'t?r' } l! 'lnnitti ipi'l a aPi, 61 p}A�OLE) MAN ' -✓':y. �$T�hfi'F` T^I��r ( °£ !• ,$+ .-+� "'\ STAI/ARr Wl UMA"W PPf l AS°ill[LOS 1420 EtE _ a!? 11 X 60 0[O FORMA fl OW 1111 1: rj,EAN .. pp� Tp' SOIL ABSORPTION k a ?' yr;h a"e'" f # MIf1. ELEV... S/A• Y/A5ry �,SILT SYSTEM ` Y>„ ibC1t wl?,5, 'p' ..I.� s E�f `' .. '( euFifNltrE Of fMC5 TEM (SAS) F H2O SYl � ,. '; pLFy_ _ 00sERVED }+ �`q r Ltd BE2- .."OEON RRY BASE) (TO BE PLACED ON rRM BASE) `'�� I'°2 FAST 9.0 8,00 �iY+EAO+ f 8000�GgLLON ENT PLANT 0 OAIION ny1 tSEPIiu-IAcK`>91I'S )'(REATM. PUMP r 1 (OR'EQUAL) CHAMBER a 3 EWAG g SPQSi! Sl STEM PROFILE A (30 °N PRE¢ Prta ara GRATE P t.+Lk .$'�.ND TP 4CAIf .T.+`) e g x9'�1j•D£fP� 25- , aiCNGELta1RFCSCEi7Ab OL4��A7 IyB 7 Ta L w l S A t - .4 ?7 r'r * �r� '.4 N i t 4 SCHEDULE 40 PVC PIPE - # i • �. ,, MIN.PITC11 1/0"PER FT, - 1 Fi J •�`,,je 'mot i T t 2 RRESSURE PIPE,° L S # INVERT E4EV 24• 4 NDd "`t - x MANX 0,, 54 Vr 'F'� LOesp, �.0 COVERS 44i5. :.'ALARM Yn x p T ',y1�pA5i B+i E frT(#o- I 't'T"` i f3 + 1* f a PUMP ONELE£ tW �T{� R}I A PER Fts i•�a. a { k , H2Oi7N tili y' r �, 14 1�)5,5$�rA'*+fi c s• PUMP OFF .c I� rt r k r �10' p s7 x fi 7 MI y LF Mur. i E�Vs' { eonou ov ws .�Fr'rgg Ef9-75 t�.� DRILL' ll •� .€4 Y xA:xr c BRIE E.. HOLE B—u kE�p� N20, , IN >� i a I1ZOp_ CHECK 1p _ ! yi r r FRAIAE AND GRATE § $zt a,% r �`T`'iz x (TO BE PLACED ON FlRM BASE)F d VALV'Eg (TO BE PLACEp-ON H BASE) ; '.. Is' ' T�+ 1,500XGAL''LON 1,000 GALLON 81000 GALLONS �' a z� SEP.TIC°TANK #3 SEPTIC TAN 3 s,�, � PUMP i '. .-�, i:iZxCI•IAMBER #Z `': 1` E: t' hx3 ,r .. DETERMINE EIEYATC AS � 'I SEWAGE DISPOSAL�SYSIEM��PROFILE 8� � -� �"`� � 3' ° � �� ° �r aR NOi TO SCALE4 'a :iAl ELc�s ;��s 't ,+ 'k>• $'° F� Y ') I t( ikw, - vk �,-»n, ,kt a 29�. 1 ._• '� � 'TAG BOLT,�/$O7 E7 �18.72 ''r '�: Ya,.'`°' r><.'I e/ At:s) ''j +.Y t h'^ •,i;� •+ r Y , �3rq 'l [ 1( F: �° r y* 2• ALARM J # v �3 ': > `" ;��C .�i ppd k2^s,.���:,w,x.�t}i "'K�a y li�33`k s S � � �. d� rox uFtgb$. � 6 5�.ti..sr �{} r++. I '�ae� •,i 9l 3o q ...) i E0•ULE 40 PVCLPIPE M• ,y `+c3 £. s� ;u1' 7h - 5:. +- '+ r > z" ._,_ctyl .a+,'" +� a2 PRESSURE PIPE'' ✓} .•{ L '} 4 t'fi ). 3.. " ,.ems. +-..n. "`'r`n• 4, •PUMP OFFi :+ '-S r¢ s 'Y,- A MANHOLE '�i :E '� 2. �' MANHOLEo-�:` ,II•:• i trl T„ `• � - c d��.�F° GO4ER5 F, ,,� :� + �p-� �¢ "' r � kCOVERS T '�`� it �� �•?T ,�.�d'L3 � � +n b's' •10. .: :. .t r"r< ;' =15't „+T u. '6,� �'�';�i��`9�".``�`' w�h>',�3t� � � �w�: ? ` �1 at'�"Nt�� €f' ,.j• a� r�; i."a BOTTOM:O 11 ak (OW_EQUAL MINIA(UAI.p s:�' .# l w x k T c G, "st, ' s x f, 1/ FR Fib#c ��a'4_. x- ��;a '-� Ac _•� �. ' 6 :.a � �, g .�q r s r s rx H2O 9�i j. FRAME AND:( IFLOW UNE �� R IY:�„ is 'k w•-�..' aFLOW L'.INE+ „tic;-,. ig•�e } '+ 1 i z ELEV m1- P � ,v' ! ': 't.� s,.`R d +. T MIN �" ,I` 'Y• =d 27 f t' a "a �,�ay k a :l� •h..r..gtAFFLE fr�,S HOLEI"' � KQL ` t t,;' 4 .;;s ate,-.. a's ,� ..k- '{• a '..70'BEPL•A'- @ ih Vie. +&mx-'.•�- L;�CHECK"..,� i. ..., I' •v'' x'+IdI'� ` s i ss .:rIN�. ( CEO ON FIRM':9p5E�)�fit` - & YA 1i'Et (TO-BE PLACED ON'AWt) wtd..•3:_ I t i., t ;* � � .J�'� �_. t�•s�, a�,. '� "� 3 � � �) _..:,i w _ 4 1,500 ;GALLONS x7T BQOQAL•I � r� 4 iµ �bSEP77CP7ANK4 �1,500�G,4LLON ` ,SEPTIC TANI i * r L Al wW bE PDS :61S AL fiE?� PROFILEG, , SYS A < 19JQT TO,4CALEt� - �k ,v z ,n�E txr P�,'T.t. ". .. ,+4,a '?n"�3 �. ) - V �� �' -.o.-+�^� `�" d� .-� Y �`'�:�.-f,. � ���'�. ,:.+#t+^' .•t�z� `t5 f+ �g-. �L .. 'Er � u.� ..«{ F 1._ - �F?er :.�.t�rv/� .�'� ¢ ~�� _ -.-�. ,13d2!dJ e a ►�7G1yME"LS�' fii�k}M l�E � ) �6Y/� RE fi GIFAQTY r '_Ka 7TAt IMNI r "sROtilRp f10+� CW ' J611t Vf1 P1E1?, C,YGL a YCME OF WA1FR`ikrF1PE:a�TOTAI JIUNIdJt{Al '� :� _ �� ,� o..;�' -�._:as•� h 4`Ylf7�:ur . .`r.D15��CEt:7: MtIE'M_ t! g z E MONS- M _ LED: SCR .9G `CY TGyJrd y/APOSAL !/A//T TM— �' LI�IBER 1F:�FD CO/115 1 0, N(W-A wal WATER, SHUT—OFF. ........*,. .. .- _ DATER VAL1/ilE., .. }�DTAL F 17U, MOB 'FLDW ---�-_ t3'CLE -. CAS LINE--�ckz OAS GAS 7 CL1. FT " '� � '%f7EEU 5EPT%C TA1►✓K. CAPAC/� / -�Z40_ GAL./DAY CAS lAE3ER. ,......., Eg ...., ••_. . . _Zff� CV. FT. ACMAL SEP'T/C Tiwll( GAPAOITY jT -Z' 1- GAL CAS VALVE. .....cf. ,....., A041)RED SEPTIC TAA1K CAPACITY r� - - GAL. ELECTRIC UNE E E ® .ZEP� . - G ........ �D CU,FT. FT. _ -ACMAL ,SEPTIC TAIVK CAPAC/TY 2 AL. ELECTRIC �AE'►EER / ?7� - . GAL ELECTRIC SOX. ..,... m ... ELECTRIC MANHOLE . " CATCH SAS0 . . °GARBAC;E ®/ PCSA.4 44N N0,. N�yIEO, CESsPOt L CUMBER DF.E3EL7aaMS.. LEACH! PIT - fiCTAL ESTIMA T60 FLOW //++LE/ U /a t fJ / I All X _2211- GAL./DAY EXISTING SPOT: ELEVATIO4," 0 4 3 :REiLJJR,E"D ,2,EPT/C TAlVk GAPAC/TY.J3 - =- GAL. EXISTINCs`C4M'f6 tlf2 TANK. GAPAC/TY;o'3 GAL. FINAL 500 E EVATIOi � ;Af FINAL 'CONTOURWoz `t . + _It1i�IS,PA-lob ®�, P®a�'14. L</YI.T .: k✓, �1 .d! HRAIY;9; f� �YCTAL �S(�MA1C,.�..FL�1/�.' .„..- . ::,. � � I�i�IYHV{.G� 1 A r +A✓P, s tie, � ./� !�,/ A�✓X... ..:. dR.J „� D GAL./DAY OBS wJ LL REdLJI EDP S C ANK'CAPAC/TY J4 -ISO- OAL, :. 40f1A4 SL"P7/C ?�14/K'CAPA�/TY � .�.161 GAL. F , S.EWEFt hAANHOLE �k t 501 �S �_TELEPHONExB0 R�.r r. .:.. MaIMI.Nc��a/ �' IJA1.IDA YIS,r, *.• r ' °.rm •' `°av" ,� `':.,� F"� 'f4��' fi.', d rv,�r`-��a,� ti F 0/� `MTx L A®Ill A r SG), �' �ST 117"4, 2 �xw si L; Ay I I/(:•li�k CA/ AY/I Y 4io/AI- YI !I I IAM GA k q V- " •:�,. ._'~�.,yt.' �Vr�'9' �,?',:.. j AA Y AA " AfDUG�l/ONE q . i /;4/7/pm� Spp� -,.. Y '`gt,y�^ ` ..' �`:s I ` � ,5,.• ./�}(r/{j'�r r* ,,..]. .t sy, p(yI//1/� •/M((iY f✓ - 'L': a1 �� 'f.� x .k. .. i .. x '�. '$ / 1 , . , 4M s ... ., L: r FOR ET 's ue C 20�� .. M. 4:4 AAT .•:.� �3 t 'fit+� r � ,V+' 2 ZFF M. tom__ IRS. Lj 14 pzzsss Si4RNE tt�� ..r :. �. ::. 2L"' � .. r vA�� �;der arm r�✓.r K�e,fi<s� _:�' r# .' 1i 4"" rib .�z K t t ABS ;m.F u '71 4'z -- : fi�m ORPT h� .'"AiWi BLEm £ WA BLE r71z`r t"'i�� xtSs1 ...r zr u -.. �. .�g ttr� 9 �. .� � r` z•;;. Y .Y 2 �' . :'s� r - '+.: ,. ..;��{ �.. � ,r �7 ,�; z- ,t r�r .y t;. vM � -.'.a ,�.. r a�. "` ba�, .�•��e �� 1YRSi:, .w.. M i�'M �..^M 1a 2 :1? . .•3 �J_.ry., P.,, ..:,_y'( fi'. ?5 .fin .� . t+ygy��, k:,*% !�+w..-•�'.: r:.R,..K...#,r 1 .�, r,�ln+ ��"..S o t �"e'+v✓,:;,,�,,,.� ��, ,. �"a=;t•" Y�_�-3 h s.,y� � �k r 4 ,.i' „{.. hy.� r �,�;, .v..„ _ s �-+a,,zaxt� c,ti^.. -#•*9"�. M^w.,.'1 .:Via+-,:^rM� �-_. �� �,„ •;,. -:sh�P �t'� .�•r,-�, ,k� :. %C.:xtF� �- ,, e F^ yF�.. +a �.,,,:, •.*, ems, { .,�..-" •^ ...: ,+�.: T'.�" •'->r:: ..-." F . .. .. .: : •. r €:..;.. x��-r., �,� r --.,- r�.t: � "rx � '1 v .. t r;-: ,. , ;.a ..,'�� ,+..�:.-ti v*r k.. +E- �...,,.,s� .,.,ram,,s �ba r is^..h,.°v',z a:;,�S d '^a, .? '� ��r x �c �e T„�-,•� �'r•^.�.: ,.v�.tax ., .,...--•..7:.t.�` ,..s.Ca;* "S•A:...::�;:,� w.;; ., ..��:.,yA,r,h;.v �'_ta ::�,.>-,.eK.x ,.s .� k .7n � �` .�+p $_5`+, • ,+, 3 1 K .*+7n.•. 3. ;{ 2 ..i..:. . x,? .+.: .a. ,.i, nG }_.h.:+ -�`xs.v. ,..i..,.w ,G .y:.n i r;,,r#..:.:-.. I v u..,;`..:'� C r ." �' :_ ++ea:s,.a. ..C _._.,rw ....rY.;r.4... G+ram, .un..>. .:. '^"� .�' 1 u*A i•. pn' ., .. 1 �g fir., .! d'�.: �%nY,. •.,� ., :. .. n.;q•,�..-R7 ,a3 "�il't �.ri T' - -�?' � s� ''k '»'�.'t r s o- .t j '":'::3iG: v'�r "'' is t•-'�n :t5+i 16-NQV-OT II:36 FROM-JRENGPP,OD�' +15088807232 I T-375 P 02/03 F-94i !'l�C1e:t�ClXlt�i' `'/'eQC/ILP/CG Ve/`UGC��, J2G. 44 Commercial Street Please corrtplctc all iicrrlS morl'cd• ham, MA including three signatures. Mail Rayn Rayn signed original contraet w 02767 W,is(cwatcr*rr"rrntni Services Inc. 44 .ommCrCi l�sr Tel: (508) 880-0233 $avnham.MA 02'767 Fax: (508) 880-72.32 INSPEC-TION1 AND EFFLUENT'I'ESTING AGREEMFNr Agreement entered into by and between Wastewater Treatment Services, Inc. (herein called WTS) and the FAST'System OWNER(herein called OWNER) for the inspection by WTS of certain equipment of OWNER which is described below. Upon acceptance of this agreement at WTS's office, WTS will render the following services only: Equipment ,v ill be inspecte, t least 4 times per year that this Agreement remains in effect, with the first inspections beginning rC'1er These inspections will include: 1) Testing of the sludge depth in the septic tank 2) Take amperage and voltage readings, change oil, grease blower, check belts, check air pressure,air scour unit, check airlift,check recycle line, and clean/replace intake filter of air blower. 3) Inspection of the alarm system. 4) Inspect over-all condition of Modular FAST"System. 5) Inspection of Micro C System, 6) Notify OWNER of any problems encountered. 7) Invoicing on a quarterly basis for testing only to be paid within 30 days from date of invoice. Annual maintenance cost to be paid in full upon acceptance of this agreement. 8) Must receive a signed purchase order from OWNER prior to any work being performed other than that covered by this Inspection Agreement. Service other than routine maintenance will be billed at an'hourly rate plus travel and material. WTS shall notify the local Board of Health and Department of Environmental Protection in writing within 24 hours of a system failure or alarm event including corrective measures that have been taken. OWNER will be billed standard WTS charges for any parts.used in repairs or maintenance. Any additional labor time will be billed to the OWNER at current labor rates of S78.00 per hour. Emergency service between regular inspections will be provided at standard labor rates during normal business hours; at time and one-half after 5:00 PM and on Saturdays; and at double time on Sundays and holidays. Emergency service charges will include a minimum four (4)hours of labor, plus standard WTS charges for parts,plus mileage and travel charges. The annual rate includes routine maintenance, but does not include repairs required for damages caused by abuse, accident, theft, acts of third persons, forces of nature,or alterations made to the equipment. WTS shall not be responsible for failure to render the agreed services if caused by strikes, labor disputes, non-cooperation by OWNEM,or other factors beyond the control of WTS. OWNER understands and agrees that WTS is not responsible for special, incidental or consequential damages, including but not limited to loss of time,injury to person or property, or equipment failure;, OWNER agrees that NVTS may enter OWNER's property and have acceptable access to all areas deemed by WTS to be necessary or appropriate for WTS to perform its duties hereunder. 16-NOli-07 11 :37 FROM-JRENGPROD +15088807232' T-375 P 03/03 F-943 Current WTS practice is to send OWNER approximately 10 days before expiration of the term of the current contract(1) either a new contract or an offer to extend the current contract's term, and (2) an invoice for one year of service. It is OWNER's responsibility to timely return the payment and either the new contract or the accepted extension, completed and signed. WTS must receive the payment and document before expiration of the then current contract year to assure continuous contract coverage. Failure to return such documents on time or to otherwise comply with this contract, may result in suspension of service, cancellation of the contract and/or nullification of warranties, at the election of WTS. OWNER may not assign this contract without the prior written consent of WTS. It will remain in force until a parry cancels by written notice to the other at the address given herein, or until the contract terrn expires, whichever is sooner. MANUFACTURER MODEL NO. SERIAL NO. LOCATION ANNUAL RATE Bio Mierobics ModularFAST 9.0 Centerville, MA $2,500.00 ABC-N 1.5 l0 4 FQUi1?iyftE_1 T QW ER-"_ _ 7 wastinvatg reatmcnt ServiceAn *Signed by QN4 R:i'::%+.�+ Signed: _ ��-^ 'The Trade Winds 44 Con rcial Street *Address: _ Raynham,MA 02767 780 Craigville Beach Road Tele: (508) 880-0233 City: State: Zip: Fax: (508) 880-7232 Centerville MA 02632 *Telephone—61 £t r ' Effective Date of Agreement Daytime Telephone 7 )J_ 7 �' OWNER understands that(1) ANNUAL RATE payment is for one year only commencing on the effective date set forth above and is non-refundable; and (2) Current DEP Regulations require OWNER to maintain a scrvice agreement for the life of the FASV System. I HAVE READ AND UNDERSTAND THE FOREGOING, *Signed by QWNER: Effluent Testin Effluent sample taken 4 times per year for 2 years and delivered to a qualified testing lab for evaluation. Results sent to State and local Agencies as well as the OWNER. OWNER is responsible for providing; acceptable access to effluent to enable a gab sample to be taken for laboratory testing performed. PERMIT: '(PLEASE CHECK ONE) (X ) GENERAL ( )REMEDIAL ( )PROVISIONAL *SPECLU CONDITIONS PER LOCAL BOARD OF HEALTH(Y)or(N) if YES,please attach copy of permit ( X ) pIT, CODS, TSS,Nitrate, Nitrite, TKN ( )Other: *Cost for testing: $235.00/Visit Operator assigned: William Everett Telephone: (508) 400-3868 *Engineer: Craig Short *Approval for Effluent Testin -- Owner's Signature Wastewater Treatment Services, Inc. 44 Commercial Street Raynham,MA 02767 Tel: (508)880-0233 Fax: (508)880-7232 January 10, 2018 Property Manager The Residences at Trade Winds 1046 Main Street Suite 11 Osterville,MA 02655 Reference: Onsite Wastewater Treatment System - Serial Number: 9351 & 6084 Dear Property Manager The Residences at Trade Winds: Attached please find the Field Inspection& Service Report and Test Results (as required) for services performed on 11/13/17 at your property located at 780 Craigville Beach Road, Centerville, MA. Please review the Service Report and Test Results and be sure to refer to the effluent limits set for your property by the Massachusetts Department of Environmental Protection and your Local Approving Authority. Should you have questions on the requirements for your property, please contact our office for further information. Sincerely, Wastewater Treatment Semices Wastewater Treatment Services,Inc. Service Department Enclosures r'. i H C 0 R P 0 R A T E 0 8450 Cole Parkway, Shawnee, KS 66227, Phone 913-422-0707, Fax 913-422-0808 e-mail:onsite(cDbiomicrobics.com,www.biomicrobics.com,800-753-FAST(3278) MASSACHUSETTS FIELD INSPECTION & SERVICE REPORT For Bio-Microbics FAST'Systems 29156 i INSTALLATION , AUT_HORIZED SERVICE PROVIDER r Installation Address: 780 Craigville Beach Road Name: Wastewater Treatment Services,Inc. Centerville,MA 02632 Owner Name: The Residences at Trade Winds Mail Address: 1046 Main Street Mail Address: 44 Commercial Street Osterville,MA 02655 Raynham,MA 02767 Phone: 508-420-1046 Fax: e-mail: Phone: (508)880-0233 Fax: (508)880-7232 e-mail: 'INSTAL INFORMATION , Model No. Serial No. Startup Date Date of last uumo out FAST 9.0 9351 5/14/2008 Aonroval T ee (x) General () Provisional () Piloting ()Remedial () General Denite Seasonal Residence ()Yes (x) No EQUIPMENTI° 5" a YES NO; MAINTENANCE PERFORMED AND COMMENTS Electrical Panel(s) Visual Alarm Operating x Audio Alarm Operating x (if present) Blower(s) Air Inlet Filter Clean x Blower Hood Vents Clear x Excessive Noise x Excessive Vibration x Treatment unit(s) Unusual Odor x Settleable Solids Test Performed Pump out Required x Primary Settling Zone Sludge Depth 6" Aerobic Treatment Zone Sludge Depth 6" Thickness of Scum Layer F, Sludge Level Distance to Outlet Depth of Ponding Within SAS Visual Observation Comments: FIRM Measurement Comments: EFFLUENT ° LIMIT' RESULT' Estimated Daily Flow 3080 gpd pH(Standard Units) 6 to 9 Turbidity <40 NTU Dissolved Oxygen >2 Mg/L Color Clear Clear Temperature Odor Not Septic Earthy Effluent Solids (.)None 0 Some Effluent Samples Taken: Influent: ()pH ()BOD ()CBOD ()TSS ()TKN ()Nitrate ()Nitrite ()Total Nitrogen()Phosphorus()Spec.Cond. ()Ammonia ()Alkalinity ()Oil/Grease ()VOC ()Fecal Coliform Effluent: (x)pH ()BOD (x)CBOD (x)TSS (x)TKN (x)Nitrate (x)Nitrite ()Total Nitrogen()Phosphorus()Spec.Cond. ()Ammonia () Alkalinity ()Oil/Grease ()VOC ()Fecal Coliform Description of any maintenance performed since previous inspection&during this inspection: Cleaned Filter,Checked Splash Recycle,Pump(s) Inspected,Float(s)Inspected Notes and Comments: CERTIFIED OPERATOR NAME CERTIFICATION•NUMBER SERVICE'DATE Philip Dwyer 16029 11/13/17 OPERATOR SIGNATURE ,; jm 8450 Cole Parkway, Shawnee, KS 66227,Phone 913-422-0707, Fax 913-422-0808 e-maitonsite .biomicrobics.com,www.biomicrobics.com,800-753-FAST(3278) MASSACHUSETTS I+IELD INSPECTION & SERVICE REPORT For Bio-Microbics FAST'Systems 29157 )1 jc INSTALLATION AUTHORIZED SERVIC&PROVIDER Installation Address: 780 Craigville Beach Road Name: Wastewater Treatment Services,Inc. Centerville,MA 02632 Owner Name: Steve Fernandes The Residences at Trade Winds Mail Address: 1046 Main Street Mail Address: 44 Commercial Street Osterville,MA 02655 Raynham,MA 02767 Phone: 508-420-0299 Fax: e-mail: Phone: (508)880-0233 Fax: (508)880-7232 e-mail: INSTALLATION INFQRMAIION .' Model No. Serial No. Startup Date Date of last pump out ABC-N 1.5 6084 5/14/2008 Approval Tvp-e (x) General () Provisional () Piloting ()Remedial () General Denite Seasonal Residence ()Yes (x) No EQUIPMENT' r r YES` ' NO . MAINTENANCE PERFORMED,AND COMIv1ENTS ,t Electrical Panel(s) Visual Alarm Operating x Audio Alarm Operating x (if present) Blower(s) Air Inlet Filter Clean Blower Hood Vents Clear Excessive Noise Excessive Vibration Treatment unit(s) Unusual Odor x Settleable Solids Test Performed Pump out Required Primary Settling Zone Sludge Depth Aerobic Treatment Zone Sludge Depth Thickness of Scum Layer Sludge Level Distance to Outlet r Depth of Ponding Within SAS Visual Observation Comments: firm Measurement Comments: EFFLUENT I { Lll1VIITA RESULT' Estimated Daily Flow 1540 gpd pH(Standard Units) 6 to 9 Turbidity <40 NTU Dissolved Oxygen >2 Mg/L Color Clear Brown Temperature Odor Not Septic Earthy Effluent Solids (x)None 0 Some Effluent Samples Taken: Influent: ()pH ()BOD ()CBOD ()TSS ()TKN ()Nitrate ()Nitrite ()Total Nitrogen()Phosphorus()Spec.Cond. ()Ammonia ()Alkalinity O Oil/Grease OVOC ()Fecal Coliform Effluent: ()pH ()BOD ()CBOD ()TSS ()TKN ()Nitrate ()Nitrite ()Total Nitrogen()Phosphorus()Spec.Cond. ()Ammonia ()Alkalinity ()Oil/Grease ()VOC ()Fecal Coliform Description of any maintenance performed since previous inspection&during this inspection: Notes and Comments: CERTIFIED OPERATOR NAME CERTIFICATION NUMBER-?, :; SERVICE DATE 4 Philip Dwyer 16029 11/10/17 OPERATOR SIGNATURE w r Environmental Chemistry Environmental Services Site Assessment ®�y `fie Site Sampling Quality Assurance Services d na�y Beal Y BCLI�l ce Data Auditing Ci O P— IT O R A T I O N Mike Moreau CERTIFICATE OF ANALYSIS Wastewater Treatment Services,Inc. 4 REPORTED: 11/27/2017 4 Commercial Street Raynham, Na 02767 ORDER#: G1719485 COLLECTED BY: P.Dwyer SAMPLE DATE: 11/10/2017 TIME: 10:00 DATE RECEIVED: 11/10/2017 LOCATION: 780 Craigville Beach Centerville,MA SAMPLE ID: Residence Fernandes Effluent Grab DESCRIPTION: WATER RESULTS OF ANALYSIS ,Parameter' Analytical ti ;Date> tUmtsl - FDet. `Result e `tMeFthod Analyzed ' - - `Lmuta k i Test Parameters LAB-IID#: 1719485-01 BOD,Carbonaceous SM 5210B 11/10/2017 mg/L 4.0 48.8 Kjeldahl,Nitrogen EPA 351.2 11/22/2017 mg/L 0.50 60.1 Nitrate,Nitrogen 4110B SM 4110 B 11/10/2017 mg/L 0.5 ND Nitrite,Nitrogen 4110B SM 4110 B 11/10/2017 mg/L 0.25 ND pH SM 4500 H+B 11/10/2017 S.U. 0-14 7.6 Solids,Suspended SM 2540 D 11/15/2017 mg/L 4 42.0 NA=Not ApplicableDigitally signed by timothy Timothy A. A Begley ND=Not Detected Begley �cN.4.11= yA.Begley 2s.a.11- Approved By: Date:2017.11.2721;53:50 <' = Less Than Lab Manager / Date = Detection Limit Page 1 of 1 Analytical Balance Corp., 422 West Grove Street, Middleboro, 'MA 02346 Ph:508-946-2225 Trade Winds Condominium Trust c/o Howe,780 Craigville Beach Road—Unit A7 Centerville, MA 203-656-3004 March 20,2015 Trade Winds Development-A, Inc. c/o Old Hill Partners Inc 1120 Post Rd—2"d Floor Darien, CT 06820 Re: Conversion of Garage Space in D building Dear Trustees: Please accept this letter as consent of Trade Winds Condominium Trust to convert the exclusive use garage area in Building D into living space for unit D-17. Should you require any additional consent from the association, please contact Kim Hopkins at 203-656-3004. Thank you. Very truly yours, Trade Winds Development-A, Inc.,Trustee By K len Hopkin a retary Old Hill Partners Inc.,Trustee By I 4,John� Howe, President outbind://3-0000000OD29B6432901 CDB49B30FFF776DBODF8507008249EAC50E 1D794ABA69DC2D ID 147BDC0000-.... r t Flynn, Judith From: Crocker, Sharon Sent: Thursday, December 05, 2013 4:52 PM To: Flynn, Judith Subject: FW: 780 Craigsville Beach Road, Centerville, MA FYI, This address is all set. Has an active I/A Maintenance Contract. Thank you. Sharon -----Original Message----- From: Sharon Foster [mailto:sfoster@wwtsinc.com] Sent: Thursday, December 05, 2013 4:14 PM To: Crocker, Sharon; Lindsey Wright Subject: 780 Craigsville Beach Road, Centerville, MA Hello Sharon & Lindsey, Attached please find a copy of the Operations & Maintenance Agreement for the above referenced property. Please be advised that this O & M is current and valid until May 1, 2014. I will forward Inspection& Service reports for August and November shortly. Kind regards, -Vharon M. T aosler Wastewater Treatment Services, Inc. 44 Commercial Street Raynham, MA. 02767 Tel: 508-880-0233 Fax: 508-880-7232 12/9/2013 r Fax Send Report NOV 05-2014 09:46 WED Fax Number • 15087906304 Name BARNST HEALTH Name/Number 915083622603 Page 1 Start Time NOV 05-2014 09:46 WED Elapsed Time 00'22" Mode STD ECM Results [0.K] C v ea,- t C- rrurYi h r f 1t/ti�t-f Ic,•ri soNew I/A S (stem Permit Summar SheeSite Information srY� I own: Town Pe r to ht Assessor Map/Parcel: ? — Unique Town ID#_ Site Address:_ Owner Name: TIC- -D r k A-) I Alternate Name: 12.A ?= t Nis QP_L-e-(p -1 /�—SrutiG Home Phone: Mailing Address:.-__ Work Phone: - -- ll"' DSY2,. / Peer" �r !Y� Title 5 Information o"''oex�.or Building T pe/Use:�u I h � _Y m, C c.�.-��� Design Flow: (gpd Spasonal Use? Yes❑ No❑ Unknown❑ Bedrooms: -f Z Title V N.S.A.? Yes)< No❑ Unknown❑ Lot Size: Non-standard components: Please list all components e.g.I/A troatment unit,pump chamber,pro-and post oqualization tanks,pressure distribution.- SAS,enluont ritter,UV unit,etc.,and maintenance schedule for each cornponent e.g.quarterly,2x/yr,annual,etc. I/A Treatment Unit Make and Model# Fj�\ ,U _ DEP Permit Type: {. (�,neral Beafd Approval Date: W 2-+1w, CDC Date: °t�g [�Provisional O&M Contract Entity:, 1,y i _ ❑Remedial Contract Start Date: Contract Duration: ❑Pilot Unit Installation Date:-._ Unit Startup Date:4 I o DEP Permit ID#: Influent/Effluent Monitoring Requirements and Water Quality Limits Please indicate water quality parameters that must bo monilorod and any town mandated water quality limits;if no Cirri is are shown,we will assume parametem and effluent limits specified in the systems DF-P approval will appty. Effluent yy// ❑ pH RODs❑ CROO ffs TSS TN Nitrate Nitrite I Organic N❑ Ammonia�]____ TKN er Fecal Coliform❑__ Total P❑ Organic P 1,- TDS❑_ Oil/Grease❑ Cond ❑uctance Alkalinity Water Usage❑ Ternp,❑ Monitoring Schedule_. Other Applicable Limits:.___ _ Influent pH[]— _ BODs❑ CROD El TSS❑ TN❑ Nitrate❑ Nitrite❑ _ Organic N❑_ __ Ammonia(�_ TKN❑— Focal Coliform❑_ Total P❑ Organic.P I_J _ TDS❑ Oil/Grease C� Conductance L] Alkalinity[J—_ Water Usage❑— Temp.❑ Monitoring Schedule:_ � Other Applicable Limits; SCDHE Tracking#_ Please return this sheet to: FAX;506-362-2603 Email:bciatech@cape.rom QeSr 7rw' �%.z�.ta .5hrrr� t --- - C.it F ary-) i f New I/A j ems errrait Summary Sheet � y Site Information \s use Town:EAM Ste-'6L E Town Permit# 2 nQ(, `-(C. Assessor Map/Parcel: Z ? .Co —1`-I' 0 Unique Town ID # Site Address: _ d C reA_i Owner Name: _[ (�1� k C) L LC- Alternate Name: I�Z_ fJF ilUl iU�S �eir2U�ry ��— ��G Home Phone: Mailing Address: 9 `-f � ; (�,}-y( ,Dim SI- Work Phone: r ?-.o 0S T'2 a. '-- tll� e._-� i Title 5 Information O`er`e-,n oT Building Type/Use:T e/Use: r'Yl u j {� ..m, g �gpd) C er�n� c3 Desi n Flow: c} C� Z...a Seasonal Use? Yes ❑ No ❑ Unknown ❑ Bedrooms: L-4 2- Title V N.S.A.? Yesx No ❑ Unknown ❑ Lot Size: '::�, Non-standard components: C 2.5�� ' �9- -_J Please list all components e.g. 1/A treatment unit,pump chamber,pre-and post equalization tanks,pressure distribution SAS, effluent filter, UV unit, etc., and maintenance schedule for each component e.g. quarterly, 2x/yr, annual, etc. I/A Treatment Unit '°"I �# 1 3572 —Geq`f Make and Model# C A s—i— 9 ; y DEP Permit Type: M�eneral Beafd Approval Date: COC Date: ❑ Provisional O & M Contract Entity: VV i ❑ Remedial Contract Start Date: j o g Contract Duration: ❑ Pilot Unit Installation Date: Unit Startup Date: 5 (1-{ v`6 DEP Permit ID#: Influent/Effluent Monitoring Requirements and Water Quality Limits Please indicate water quality parameters that must be monitored and any town mandated water quality limits;if no limits are shown, we will assume parameters and effluent limits specified in the system's DEP approval will apply. Effluent pH. BOD5 ❑ CBOD TSS 1�9f TN Nitrate Nitrite — Organic N ❑ Ammonia ❑ TKN Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: L yW Other Applicable Limits: Influent pH ❑ BOD5 ❑ CBOD ❑ TSS ❑ TN ❑ Nitrate ❑ Nitrite ❑ Organic N ❑ Ammonia ❑ TKN ❑ Fecal Coliform ❑ Total P ❑ Organic P ❑ . TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: Other Applicable Limits: . BCDHE Tracking# Please return this sheet to: FAX: 508-362-2603 Email: bciatech@cape.com s1�Q c •c ��,s ,Fz.- Postal CERTIFIED MAILTm RECEIPT m (Domestic t~ ra ' r delivery information visit our w—ebs—ite—at www.usps.come a I C I Ul 1 CO Postage $ � M o� Certified Fee Q N C3 c p Postmark M Retum Receipt Fee N Here E3 (Endorsement Required) Jt y O Restricted Delivery Fee 2� O (Endorsement Required) O Total Postage&Fees �. f r-� P7J o'. Trade Winds Residence, LLC t 94 St.'Botolph Street Boston, MA 02116 Certified Mail Provides: ■ A mailing receipt ■ A unique identifier for your mailpiece ■ A record of delivery kept by the Postal Service for two years Important Reminders: ■ Certified Mail may ONLY be combined with First-Class Mail®or Priority Maile. ■ 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 Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested":To receive a fee waiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. ■ For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery': ■ If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. PS Form 3800,August 2006(Reverse)PSN 7530-02-000-9047 X. c►. r : Town of Barnstable Barnstable °* Regulatory Services Department ;edea�1 RARN LY- ' 1 639• Public Health Division ��' 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 _ Thomas A.McKean,CHO CERTIFIED MAIL #7012 1010 0000 2850 1173 Nove 20„ 2013 Trade Winds Residence, LLC 94 St. Botolph Street Boston, MA 02116 RE: Operation and Maintenance Contract for the Innovative Septic System p p Y installed at 780 Craigville Beach Road in the Town of Barnstable. The Department of Health and Environment has informed us that the operation and maintenance contract for your innovative/alternative wastewater treatment system may have expired or been cancelled as of October 1st 2013. To date they have not received evidence that you have entered into a.new Operation and Maintenance contract. Therefore we are writing to remind you that the Massachusetts Department of - Environment Protection (MA DEP) and the Town of Barnstable require you to keep an Operation and Maintenance (O&M) contract in effect at all times for your system. Information about these requirements may be found at http://www.barnstablecountyhealth.org/ia-systems/ia-owners-guide. The Department of Health and Environment oversees I/A septic system management and compliance efforts for the Board of Health in your Town (Osterville). The Public Health Division has been authorized to contact you to inform you of the above requirement and to request your compliance. Accordingly please forward a copy of a signed contract via mail, fax ore- mail within thirty (30) days of receipt of this letter. Le er Septic Inspection Failures or Future Eval\780 Crai{ Q:\SEPTIC\ tt s S p p gville Beach Rd cent Nov 2013.doc t iM >y - Please be advised that if you do not respond within thirty (30) days of your receipt of this letter by forwarding a copy of a assignedcontract, I will be forced require you to appear before the Board of Health to show cause as to why you have not maintained the required contract. PER ORDER OF THE BOARD OF HEALTH Oomas McKean, R.S.. CHO Agent of the Board of Health CC: Barnstable Department of Health and Environment Q:\SEPTIC\Letters Septic Inspection Failures or Future Eval\780 Craigville Beach Rd cent Nov 2013.doc J Y OF B` Ys BARNSTABLE COUNTY 0 DEPARTMENT OF HEALTH AND ENVIRONMENT / v BARNSTABLE COUNTY COMPLEX 3195 MAIN STREET/ PO BOX 427 BARNSTABLE Phone: �(508 375-6613 CHUStiS ,:MASSACHUSETTS 02630 FAX ) (508) 362-2603 TDD (508) 362-5885 t November 8th, 2013 Trade Winds Residence, LLC 94 St. Botolph Street Boston, MA 02116 RE: Operation and Maintenance Contract for the Innovative/Alternative Septic System Installed at-780 Craigvilie Beach Road in the town of Barnstable. Dear Trade Winds Residence, LLC, Our records indicate that the operation and maintenance contract with Wastewater Treatment Services for your innovative/alternative wastewater treatment system may have expired or cancelled as of October 1 st, 2013.To date we have not received evidence that you have entered into a new operation and maintenance contract. I am writing to remind you that the Massachusetts Department of Environmental Protection (MA DEP) and the Town of Barnstable require you to keep an operation and maintenance (O&M) contract in effect at all times for your system. Information about these requirements may be found at http://www.barnstablecountyhealth.org/ia-systems/ia-owners-guide. My department oversees I/A septic system management and compliance efforts for the Board of Health in your town.We are authorized by your Board of Health to contact you to inform you of the above requirement and to request your compliance.Accordingly, please forward a copy of a signed contract via mail,fax or e-mail within fifteen (15)days of receipt of this letter. For your convenience, I am enclosing a list of wastewater operators we are aware of that do business in Barnstable County. The firms listed operate multiple types of I/A technologies and are not associated with any particular technology or vendor. Please be advised that if you do not respond within fifteen (15) days of your receipt of this letter by forwarding a copy_of a signed contract, I may refer you to the Barnstable Board of Health for further enforcement acti,01. You may.e reglt iced to.appear before the Barnstable Board of Health to show cause as to why you have not maintained;th, required-contract I can be reached at (508)375-6901; my Fax number is (508)362-2603. 1 can alsa`oe reached`"via email at Iwright@barnstablecounty.org. Thank you for your prompt attention to this matter. i Sincerely " Lords ey right Enclosures: Certified Wastewater Operators List CC: Barnstable Board of Health outbind://3-OOOOOOOOD29B6432901 CDB49B 30FFF776DBODF8507008249EAC50E 1 D794ABA69DC2D 1 D 147B DC0000... Flynn, Judith From: Crocker, Sharon Sent: Thursday, December 05, 2013 4:52 PM 61 To: Flynn, Judith Subject: FW: 780 Craigsville Beach Road, Centerville, MA FYI, This address is all set. Has an active I/A Maintenance Contract. Thank you. Sharon -----Original Message----- From: Sharon Foster [mailto:sfoster@wwtsinc.com] Sent: Thursday, December 05, 2013 4:14 PM To: Crocker, Sharon; Lindsey Wright Subject: 780 Craigsville Beach Road, Centerville, MA Hello Sharon & Lindsey, Attached please find a copy of the Operations &Maintenance Agreement for the above referenced property. Please be advised that this O,& M is current and valid until May 1, 2`6014. I will forward Inspection & Service reports for August and November shortly. Kind regards, Sharon,Ad'. Poster Wastewater Treatment Services, Inc. 44 Commercial Street Raynham, I\LA, 02767 Tel: 508-880-0233 Fax: 508-880-7232 12/9/2013 J. v 4 Barnstable Town of Barnstable Regulatory Services Department ;edcaG 1 r Public Health Division Ep a1� 2007 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Thomas F.Geiler,Director FAX: -508-790-6304 _ T ._ _______ _ Thomas A.McKean,CHO CERTIFIED MAIL #7012 1010 0000 2850 1173 Nove 20„ 2013 Trade Winds Residence, LLC 94 St. Botolph Street Boston, MA 02116 • RE: Operation and Maintenance Contract for the Innovative Septic System installed at 780 Craigville Beach Road in the Town of Barnstable. The Department of Health and Environment has informed us that the operation and maintenance contract for your innovative/alternative wastewater treatment system may have expired or been cancelled as of October Vt 2013. To date they have not received evidence that you have entered into a.new Operation and Maintenance contract. Therefore we are writing to remind you that the Massachusetts Department of - Environment Protection (MA DEP) and the Town of Barnstable require you to keep an Operation and Maintenance (O&M) contract in effect at all times for your system. Information about these requirements may be found at http://www.barnstablecountyhealth.org/ib-systems/ia-owners-guide. The Department of Health and Environment oversees I/A septic system management and compliance efforts for the Board .of Health in your Town (Osterville). The Public Health.Division has been authorized to- contact you to inform you of the above requirement and to request your 'compliance. Accordingly please forward a 'copy of a signed contract via mail, fax or e- mail within thirty (30) days of receipt of this letter. Q:\SEPTIC\Letters Septic Inspection Failures or Future Eval\780 Cralgville Beach Rd cent Nov 2013.doc - H r�. • Please be advised that if you do not respond within thirty (30) days of your receipt of this letter by forwarding a copy of a assignedcontract, I will be forced require you to appear before the Board of Health to show cause as to why you have not maintained the required contract. PER ORDER OF THE BOARD OF HEALTH Oomas�McKean, R.S. CHO Agent of the Board of Health CC:_Barnstable Department of Health and Environment • • r Q:\SEPTIC\Letters Septic Inspection Failures or Future Eval\780 Cr aigville Be£Ch,Rd cent Nov 2013.doc �t f riJ. A c 1 TRANSMITTAL BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3`a Floor,Hyannis,MA 02601 Tel:(508)771-7502 Fax:(508)771-7622 Date: May 16,2008 To: Greg Inman Total No.Pages: One with plans J.K. Scanlan Company BN Job No.: 2007-023 Subject: cc: file We are sending you ❑Attached ❑Under Separate Cover ❑Via Fax(No.of pages including Transmittal Sheet) ❑First Class Mail/Registered#: ;❑Overnight ®Pick up ❑Hand Delivery The following documents: ❑Prints/Plans ❑ Specifications ❑Estimates/Proposal ❑ Change Order❑ Shop Drawings ❑Reports/Calculations ❑ Other DATE COPIES NO. PAGES DESCRIPTION 5-16-08 4 One sheet The Residences at Trade Winds—As Built Plan as of.April 25,2008 These items are transmitted as checked below: ❑ For Your Use ®As Requested ❑Returned For Corrections ❑ For Review And Comment ❑For Approval ❑For Distribution Remarks: Greg- As discussed John Ellis,RPLS Copy: Chris Cooney,CC Construction C.R. Short,PE Antonia Kenney,K+K Architects James Walsh&John Stewart Robert Gatewood,Barnstable Conservation Commission /File I:\Document Templates\Transmittal Template.doc Note: This transmittal contains privileged information.Please contact the sender immediately if this transmittal is illegible, incomplete-or not-intended for your use.Thank you. �a�.cUutei° �eaGn�Jerti►�ce�, �it� 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 May 14, 2008 Barnstable Board of Health 200 Main Street .Hyannis, MA 02601 Attention: Board of Health Agent Reference: Home FAST Treatment Serial Number: 6084 Attached please find a copy of the Product Registration Report for the FAST Treatment System for the startup performed on 05/14/2008 at the property of Trade Winds Residence, LLC located at 78� O=CgvlleyBeach Road;Centerville NIA. Also, attached is a copy of the fully executed Inspection& Testing Agreement. If you have any questions or require additional information please do not hesitate to call. Sincerely, Donna L. Callahan y. P1 Enclosures r-' F. CRAIG R. SHORT, P. E. 235 Great Western Road P.O. Box 1044 Telephone(508)398-8311 South Dennis,_MA02660 .—--_--- - Fax(508)398-3063 PROFESSIONAL CIVIL ENGINEER-SOIL EVALUATOR SEPTIC SYSTEM DESIGN—HOUSE DESIGN PLANS—WATERFRONT DESIGN&PERMITTING May 13, 2008 Tom McKean Barnstable Health Department 200 Main Street Hyannis, MA 02601 RE: Trade Winds Resort, 780 Craigville Beach Road, Centerville, MA Septic Permit#2006-418 DEP#SE 3-4385 Enclosed herewith is the"As-Built" plan of those portions of the septic system that have been installed at the referenced site. Also enclosed is the "Installer& Designer Certification Form", which has been completed by CC Construction and my office. , As of 05/13/08, systems A& B have been installed as shown on the location plan by Baxter& Nye. This includes both S.A.S. #1 and#2. Buildings D & E have not been constructed yet. However, the septic pipe has been installed from building D to the septic tank. The septic tank and pump chamber from building E have been installed and piped, but the pumps have not. I've been told buildings`D & E will be constructed after some of the existing units have sold. The existing 3 buildings, A, B &C, have been connected to the septic system. Therefore, on behalf of my Client, James Walsh, I am hereby requesting a Certificate of Compliance for Septic Systems A& B, which will serve those 3 buildings. 'Si ncerely, Craig R. ort, P.E. cc: Greg Inman, J. K. Scanlon Chris Cooney, CC Construction John Ellis, Baxter& Nye Antonia Kenney, K & K Architects James Walsh &John Stewart Robert Gatewood, Barnstable Conservation �^ t W Zooz- v 2 l No.-------------------- Fee------ ---------- BOARD OF HEALTH TOWN OF BARNSTABLE Zippiicat ion, forVell Congtruct ion Permit AoDlication is hereby giade fjq a permit to Construct ("ter ( ), or Re it ( )an individual Well at: Location — Address Assessors Map and Parcel -------------------------------------------------- --- ------------------------- ------------------- /,' O er Address ----------------------------------- <� ---Y3� - d o'_-------- -- ----- - - Installer — Driller Address Type of Building Dwelling � Other - Type of Building------------------------------- No. of-- Persons--------------------------------_____--______ - -- - ---- Type of Well--� ------ ----------- Capacity----- / ---- Purpose of Well r�9 -- ------- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of He lth Private We,jI Protection Regulation - The undersigned further agrees not to place the well in operation uVaCerficate o 1' ce has been issued by the Board of Health. Signed - -- ----------------- 0�----------- --------------------- date Application Approved By-�, sl' ------------------- -— ---5- ---Z- f� date Application Disapproved for the following reasons: ------------------- ----- -- ---------------------------------------------- ------------------------------------- A ' date Permit No. ---------------- Issued ---- -- -2 3 Zv og ------------------------------------------------- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f Compliance THIS I_�al�_ hat the In 'vidual Well Constructed (!,/ Altered ( ), or Repaired ( ) bY- --- -- - ------- -- Installer -_!;�24 P/�_ -- _ram- --------------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. ------------------------Dated------------------------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE------------------—---------------------------------- - -- Inspector------------------------------------------------------------------------- r ` s ti p:3 �a�ti: ar -2U0_f_-_= `-)21 Fee---. -- y' BOARD OF HEALTH TOWN OF BARNSTABLE - Applicat ion ArVer[. Con5truction3permit r A , lication is hereby m �made for a permit to Construct ( 'Alter ( ), or Rep it ( )an individual Well at: Location — Address €� Assessors Map and Parcel -------------------------— — — — — ---------- fl er --- Jam— Address �--- �t-. — — --- — Installer — Driller Address _ Type of Building Dwelling =_ 00 1 Other - Type of Building--------------------------------- No. of Persons-----------------------------—- — w f Type of Well— � —= - :- ----— — - Capacity--- -/ - ----------- f f I Purpose of Well----..r1 — i Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The . I Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to, j place the well in operation u .tila C r ificate . ��opl*ance has been issued by the Board of Health. j Signed - — - -- -- -----— — _ „`. date Application Approved By- --- ------- —--—— ----�- date j Application Disapproved for the following reasons:------------------_--__________________________________________---—----- ____________ f - --------------------------------------------- — ------ - - - ----------------------------------------------------------------------- date Permit.No. 'G - —�`-�-�---------------- Issued ----- �—�`- date ------------------------------------------------------------------------------------ -------- ---------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of CompUnce `THIS'IS •O C.RTIFY,That the In �ividual Well Constructed (4,)/Altered ( ), or Repaired ( ) bY -------- . ' ----------------—- --------- Installer -------- I r t C�� a - - -- - �15---------------------------------------------------------------------- ------------------- i has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. ------------------_-------Dated------------------------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE------------------- --------— Inspector--------------------------------------------------------------------- - --------------------------------------------f-----------------------'----------------------------------gz BOARD OF HEALTH TOWN OF BARNSTABLE )Dell Con0ructionpermit No. I Fee — p -- y�-- -_ Permission is hereby granted ,_ to Construct 'Alter ( ), or Repair ( ) a`ri/Yndividual Well at: - ij No. - - -- // r �' L— `^''_- --------------------------------------------------------- --------------------------------- Street as shown on the application for a Well Construction Permit No. - —Z a-�J- — - S� 2 3 G G -v--��--"-�------------------------- Dated---------------------------------------------------------------------------------- r � i� ------------— - - ---------------------- �� Z o Board of Health DATE-------------------------------------- ------ , i Box 538 10 Magnolia Avenue West Hyannisport, MA 02672 February 11, 2009 Cti N Mr. Mark Ells, Director Department of Public Works ry Town of Barnstable r School Administration Building CO m __ 230 South Street Hyannis, MA 02601 ' I have been a resident of 10 Magnolia Avenue,met-��rt in the Town of Barnstable since 1974. My property abuts Craigville Beach Road just across the street from the Tradewinds condominium project. The purpose of this letter is to seek your assistance in finding a permanent solution to a drainage problem which, after many years of soliciting assistance from your Department, has become intolerable. In the past, my wife and I have reported drainage problems and the enormous amounts of water which are forced down our embankment by cars and the natural flow of water once the modest drain installed by the Town begins to overflow. The water then drains down into our garage and then flows into our cellar under the cellar door. At times we end up with three inches of water covering the entire full basement. Untold amounts of stored items have been destroyed as a result, and we have had to place everything in the basement either in waterproof containers or off the floor. It takes hours to clean up the water, mud, and debris every time the flooding occurs. During a storm in August of 2008,the edge of the roadway was washed away and the Town dumped gravel along the edge of Craigville Beach Road. The gravel has done little or nothing to solve the problem(photo enclosed). During the last rainstorm,the water cut a channel next to utility pole#24VZ64.(photo enclosed). If this situation is not addressed,the integrity of the pole may be threatened. This condition has become a nuisance. I am getting weary of cleaning up after the flooding,the loss of personal property, and the lack of response by the Town to achieve a satisfactory solution after many calls requesting assistance. Furthermore,I am concerned that the water, mud, and debris may be a threat to our health and welfare,since'it may contain hazardous materials that are carried off the road and into our home. PW Please address this nuisance forthwith so we do not incur further losses. If you have any questions regarding the above, you may contact my wife, Susan, or me at 508-771-5354. Sincerely, G. Arthur Hyland, Jr, cc: Town of Barnstable, Town Manager Town of Barnstable, Highway Department ,,,-Town of Barnstable, Board of Health NStar, Corporate i e `� ,_ , . 44 Commercial Street Please eorMicte all iternc marked Raynham, MA including throe sipatum. Mail 02767 signed original conRti[t to. Wastc wAtcr Trnnmt services tne, stCommatiallStre Tel: (508) 880-0233 aayrham.MA 02767 Fax: (508)880-7232 INSPECTION AND EFFLUENT TESTLNG AGREEMENT Agreement entered into by and between Wastewater Treatment Services, Inc. (herein called WTS)and the FASTD System ONVI ER(herein called ONVNER) for the inspection by WTS of certain equipment of OWNER which is described below. Upon acceptance of this agreement at WTS's office,WTS will render the following services only: Equipment will-be inspecte At least 4 times per year that this agreement remains in eiiect, vith the first inspections b4nnin 5 � These inspections will include: 1) Testing of the sludge depth in the septic tank. 2) Take amperage and voltage readings,change oil,grease blower,check belts,check air pressure,air scow unit, check airlift,check recycle line,.and clean/replace intake filter of air blower. 3) Inspection of the alarm system. 4) Inspect over-all condition of Modular )FAST"System. 5) Inspection of Micro C System. 6) Notify OWNER of any problems encountered. 7) Invoicing on a quarterly basis for testing only to be paid within 30 days from date of invoice. Annual maintenance cost to be paid in full upon acceptance of this agreement. - 8) Must receive a signed purchase order from OWNER prior to any work being performed other than that covered by this Inspection Agreement. Service other than routine maintenance will be billed at an hourly rate plus travel and material. WTS shall notify the local Board of Health and Department of Environmental Protection in writing within 24 hours of a system failure or alarm event including corrective measures that have been taken. OWNER will be billed standard WTS charges for any parts used in repairs or maintenance. Any additional labor time will be billed to the OWNER at current labor rates of S78.00 per hour. Emergency service between regular inspections will be provided at standard labor rates during normal business hours; at time and one-half after 5:00 PM and on Saturdays; and at double time on Sundays and holidays. Emergency senice charges will include a minimum four (4)hours of labor, plus standard WTS charges for parts,plus mileage and travel charges. The annual rate includes routine maintenance, but does not include repairs required for damages caused by abuse, accident, theft, acts of third persons, forces of nature,or alterations made to the equipment. NUTS shall not be responsible for failure to render the agreed services if caused by strikes, labor disputes, non-cooperation by OWNER,or other factors beyond the control of WTS. OWNER understands and agrees that WTS is not responsible for special, incidental or consequential damages, including but not limited to loss of time,injury to person or property, or equipment failure. OWNER agrees that WTS may enter OWNER's property and have acceptable access to all areas deemed by WTS to be necessary or appropriate for WTS to perform its duties hereunder. Current WTS.practice is to send OWNER approximately 10 days before'expiration of the term of the current corinct(l) either a"new contract or an.offer to extend the current contract's term, and (2) an invoice for one year of service. It is OWNER'S`responsibility to timely return`the payment wid either the new contractor the accepted extension, completed and signed:;,WTS must receive,the payment and document before expiration of the then current;contract year to assure continuous contractcoverage. Failure•to return such-documents on time or to'otherwise comply with this contract, may result ' suspension'of service,cancell anon`of the contract and/or nullification of warranties, at the election of NVTS. OWNER may not assign this contract without the prior written consent of WTS. It will remain in force until a party cancels by written notice to the other at the address given herein, or until the contract tern expires, whichever is sooner. MANUFACTURER MODEL NO. SERIAL NO. LOCATION ANNIUAL RATE Bio Mierobics ModularFAST 9.0f3,5_1 Centerville, MA $2,500.00 ABC-N 1.5 4 EO`HCMENT OW`NF_R-- Nvaitew a7,tWtr4atment Services nc C -�J �-" *Signed by OW1YERr`" ". ' Signed: The Trade NVtnds 44 Co rcial Street 'Address: Raynham,MA 02767 780 Craigville Beach Road Tele: (508) 880-023.3 'City: State: Zip: Fax: (508)880-7232 Centerville MA 02632 *Telephone Effecti.ve.Date of Agreement �"/ :'0 _ - .Day�nme_Telephone OWNER-understands that,(1) ANNUAL--RATE payment is-for-one year only cornmenctng on the'..zffec tixe _ '-date set forth'above and is non-refundable;and(2) Current N DEP-Regulations-require,OWER'toitaaintain a service agreement-for the life of the FASV System.. I HAVE,REAP AND,YJNDE)EtSTAND TAE ;- FOREGOING.. *Signed by 91M ER;_ Effluent Testin Effluent sample taken 4 times per year for 2 years and delivered to a qualified testing lab for evaluation. Results sent to State and local Agencies aswell as,the OWNER. OWNER is responsible for prodding acceptable access to effluent to enable a grab sample to be taken for laboratory testing performed. PERINUT: *(PLEASE CHECK ONE) (X ) GENERAL ( ) REMEDLAL ( ) PROVISIONAL *SPECIAL CONDITIONS PER LOCAL BOARD OF HEALTH (Y)or(N) if YES,please attach copy of permit ( X ) pH, CBOD,, TSS, Nitrate;Nitrite,TKN ., ( )Other: , "Cost for testing: ' $235.00/Visit Operator assigned: William;Everett,; Telephone: (508) 400-3868 *Engineer. Craig Short *Approval for Efflu _t Lestln _- Owner's Signature ,R:.f I N C 0 R P 0 R A T E 0 8450 Cole Parkway:m Shawnee; KS:66227,w Phone 913-422-0707 m Fax: 912-422-08.08 . % .e-mail: ,.onsite(ftiomicrobics.com w www.biomicrobics.com w 800 753-FAST(3278) PRODUCT. REGISTRATION.` REPORT - Product Registration Report must be completed and returned to Bio-Microbics, Inc..,in order to effect,warranty. Date of Start-Up —/ Date Shipped to End User 4/9/08 Serial# 6084 OWNER - NAME Trade Winds Residence,LLC ADDRESS 780 Crai ville Beach Road CITY/STATE/ZIP Centerville,MA 02632 PHONE/FAX BIr 4MlCl`cOBiiCS_DISTRIBUTOR 1 NAME Wastewater Treatment Services,Inc. ADDRESS 44 Commercial Street CITY/STATE/ZIP Raynharn, MA 02767 PHONE/FAX 508-880-0233 FAX: 508-880-7232 INSTALLER_' NAME C.C.Construction,Inc. ADDRESS P.O.Box 1493 CITY/STATE/ZIP South Dennis,MA 02660 PHONE/FAX 508-398-1811 CONSULTING.ENGINEER if ap0jip,ble NAME Craig Short,P.E. ADDRESS P.O.,Box 1044 CITY/STATE/ZIP South Dennis,MA 02660. PHONE/FAX 508-398-8311 Good Bad NA Good Bad NA ELECTRICAL PANEL(S) TREATMENT UNIT(S) Visual Alarm Operating Air vent clear [� Audio Alarm Operating Septic tank level BLOWER(S) Septic tank meets min. size Wired for correct voltage a f13Septic tank filled to [� operating level Inlet/outlet piped correctly Air Lift Operation Filter element installed LdLlRecirculation tube in place a U Blower hood secure [i' Fasteners tight Blower works correctly LH` Ll WATER-TIGHT JOINTS Blower located within 100'of Treatment unit to septic tank treatment unit Air line clear Entrance.tubtins 6r, 0j rt: ve 0;. Air inlet screen clear [J" 0 Insert to insert cover 0" Q ' Blower hood vents clear (d Ll Discharge line connection La Factory Authorized Personnel: Title: Firm: _Wastewater Treatment Services, Inc. Date: BE�NNETTENVIRONMENTALAssoCIATES, INC. LIdENSED SITE PROFESSIONALS 0 ENVIRONMENTAL SCIENTISTS A GEOLOGISTS 0 SANITARIANS 1573 Main Street- P.O. Box 1743, Brewster, MA 02631 508-896-1706 Fax 508-896-5109 www.bennett-ea.com B007-4798 February 27, 2008 Mr. Andrew Jones, Case Officer MA DEPARTMENT OF ENVIRONMENTAL PROTECTION(MA DEP) Southeast Regional Offices (SERO) Bureau of Waste Site Cleanup/Emergency Response Section(BWSC/ERS) 20 Riverside Drive Lakeville, MA 02347 RE: IMMEDIATE RESPONSE ACTION COMPLETION CLASS A-2 RESPONSE ACTION OUTCOME Former Tradewinds Motel, RTN 4-20861 780 Craigville Beach Road—Hyannis, MA [Assessor's Map 47B, Parcel 07-006] Dear Mr. Jones, BENNETT ENVIRONMENTAL ASSOCIATES, INC., as the successor company to Bennett & O'Reilly, Inc., has prepared the following Immediate Response Action Completion Statement (IRAQ with Class A-2 Response Action Outcome (RAO) and Supporting Documentation as a summary of preliminary response, environmental assessment, remedial response and environmental monitoring performed at the above referenced property in the initial 120 days since release discovery and MA DEP Release Notification. This work has been conducted under verbal approvals from the Department to mitigate environmental and human health hazards associated with the release of an unknown quantity of kerosene from an abandoned and previously unknown 275-gallon underground storage tank (UST), in accordance with the provisions of the Massachusetts Contingency Plan (MCP), 310 CMR 40.0000, as specifically pertaining to section 40.0410. The IRAC/A-2 RAO Report specifically documents the remedial response performance and evaluates all potential exposure risks under Method 1, Method 2 and Method 3 risk considerations as the technical rationale and justification for determination of No Significant Risk to support project closure under the MA Contingency Plan, (MCP) 310 CMR 40.0000. Information from the IRA Plan (filed 1/15/2008) is summarized to orient the reviewer to current response actions. The Immediate Response Action was initiated as an extension of UST removal and closure assessment activities for the discovery of an abandoned tank during property re- development. Upon removing the UST from its grave, apparent environmental impact was reported in soils as based on elevated total organic volatile (TOV) concentrations in jar headspace as qualifying for a 72 Hour Reporting Condition. Subsequent to providing verbal EMERGENCY SPILL RESPONSE 0 WASTE SITE CLEANUP 6 SITE ASSESSMENT Q ENVIRONMENTAL PERMITTING 6 LAND USE PLANNING WATER SUPPLY DEVELOPMENT,OPERATION&MAINTENANCE Q'WASTEWATER TREATMENT,OPERATION&MAINTENANCE FEBRUARY 27,2008 FORMER TRADEWINDS MOTELJB007-4798 PAGE 2 OF 17 IRAC,CLASS A-2 RAO/RTN 4-20861 Release Notification to the Department (Dan Crafton) and receiving verbal approvals for the removal of contaminated soil and groundwater, BENNETT & O'REILLY, INC. directed excavation operations with technical guidance based on field TOV headspace screening of end- point soil samples. A vacuum truck was utilized to suppress groundwater in order to advance the bottom-of-hole beyond the capillary fringe. At which point field screening of confirmatory soil samples indicated that all significant soil impact had been effectively removed, groundwater suppression was halted and the area of soil removal was capped with plastic sheeting to avoid the exacerbation of environmental conditions. The contaminated stockpile was similarly placed on plastic sheeting and capped against precipitation. The following week the capped area of excavation was reported as filled with rainwater as effectively halting construction progress at the site. Laboratory analysis of representative "Standing Water" samples reported all EPH/PAH and VPH/BTEX concentrations as less than or equal to the most restrictive GW-1/GW-2/GW-3, Method 1 — Risk Characterization thresholds. As such, with approval from the Barnstable Conservation Commission, BENNETT & O'REILLY, INC. directed the contractor to pump the standing water from the capped excavation to upland ground surface through a series of hay bales, as approved by the Barnstable conservation agent and as consistent with the requirements of 310 CMR 40.0045(4). The contractor subsequently removed the plastic sheeting, constructed and installed the prescribed structure venting system as a contingency for additional potential response actions, and completed the backfill in advance of construction activities. Laboratory analytical results associated with the contaminated stockpile reported a total petroleum hydrocarbon(TPH) concentration as greater than the strictest S-1 (GW-1), Method 1 — Risk Characterization standard wherein fingerprint analysis reported kerosene as the contaminant. Laboratory analysis associated with end-point soil samples reported all TPH, extractable petroleum hydrocarbons and target polynuclear aromatic hydrocarbons (EPH/PAH), and volatile petroleum hydrocarbon and target benzene/toluene/ethylbenzene/xylene (VPH/BTEX) concentrations as below reportable limits (BRL) wherein the reporting limits were significantly less than the most restrictive S-1 (GW-1/GW-2/GW-3), Method 1 criteria. As such, laboratory analytical had demonstrated the effective removal of significant soil impact following the excavation and a condition of No Significant Risk was qualified in the former area of significant soil impact wherein background conditions in soils were reported. The removal of some 26 yards (39.62 tons) of impacted soils had effectively eliminated the kerosene source and apparently mitigated potential exposure threats to identified human and environmental receptors. Soil concentrations of petroleum hydrocarbons at the extent of excavation are reported as consistent with background. Subsequent aquifer testing and groundwater monitoring was performed to qualify groundwater and to further evaluate potential ingestion, inhalation and environmental exposures. Aquifer characterization was conducted to establish solute transport mechanisms for groundwater flow direction and velocity as part of Conceptual Site Model (CSM) development and to affirm Data Usability. Wherein the utility of monitoring well MW-1 has been established as within the projected spatial and temporal solute transport pathways, and groundwater analysis of the representative downgradient monitoring well has consistently reported EPH/VPH and associated target analyte concentrations as less than FEBRUARY 27,2008 FORMER TRADEWE MS MOTELBO07-4798 • PAGE 3 OF 17 IRAC,CLASS A-2 RAO/RTN 4-20861 the applicable and strictest GW-1/GW-2/GW-3, Method 1 — Risk Characterization thresholds, a condition of No Significant Risk is documented relative to Site-specific groundwater conditions. Ambient air quality and potential inhalation exposures were further investigated by Level 1 — Soil Gas Screening at the PVC venting system riser. This work was conducted during Site inspections subsequent to soil removal operations to qualify potential vapor entry to future occupied building. No persistent odor was noted and the total organic volatile (TOV) concentrations were consistently reported as below the detectable limits (BDL) of the photoionization detector (PID, <0.1 ppmv) [Thermo 580B OVM, 11.8 eV lamp, calibrated to benzene standard with isobutylene gas]. The TOV concentrations were reported as less than prescribed standards for the instrument used [PID, 11.8 eV lamp] as reported in "Table 4-9: Soil Gas PID/FID Screening Levels for Evaluating Indoor Air Impacts" of the Implementation of the MA DEP VPHIEPH Approach (Policy #WSC-02-411, 10/31/02). Based on the results of the Level 1 Soil Gas Screening conducted in accordance with the provisions of Section 4.3.1.1 of the above referenced policy, wherein all EPH/PAH and VPH/BTEX concentrations in groundwater were reported as significantly less than the GW-2 standards, impacts to indoor air are not likely and exposure threats absolved in support of a finding of No Significant Risk relative to potential inhalation exposures. The remedial response activities have been performed to mitigate all potential exposure risks to identified human and environmental receptors in support of a Class A, Response Action Outcome (RAO). Wherein Method 1, Method 2, and Method 3 Risk Characterization have been used to establish a condition of No Significant Risk for all potential exposures without reliance on any Activity or Use Limitation, an IRA Completion Statement with a Class A-2, Response Action Outcome Statement is presented in accordance with the provisions of the Massachusetts Contingency Plan (MCP), 310 CMR 40.0000, specifically pertaining to 310 CMR 40.0427 and 40.1035, respectively. This work has proceeded under my oversight in a manner consistent with the MCP Response Action Performance Standards (RAPS) pursuant to 310 CMR 40.0191 and the QA/QC policies of BENNETT ENVIRONMENTAL ASSOCIATES, INC. The facts and statements herein are, to the best of our knowledge, a true and accurate representation of the Site activities, remedial response actions and environmental conditions associated with the project. ENVIRONMENTAL CONDITIONS [Refer to Appendix A] The subject property, 780 Craigville Beach Road in Centerville, MA, is located along the north side of Craigville Beach Road, east of the intersection of Craigville Beach Road and Lake Elizabeth Drive. The residential property contains some 5.28 acres of land area and is currently being redeveloped as residential condominiums. The surrounding area is moderately developed in residential use, with minor commercial development along Craigville Beach Road to the north. Access to the subject property is restricted by security fencing with high frequency/low intensity of use with children potentially present [Refer to Figure 1]. Access to the area of release, as is partially located beneath the footprint of a condominium unit under construction, is restricted with high frequency/low intensity of use with children potentially present. As such, FEBRUARY 27,2008 FORMER TRADEWINDS MOTEL/BO07-4798 PAGE 4 OF 17 I RAC,CLASS A-2 RAO/RTN 4-20861 on-.site workers and future residents of the condominium are identified as the primary potential human receptors. Hydrogeologic references indicate groundwater exists at approximately 3' NGVD as reported within 7' (+/-) of grade surface. Regional groundwater contours indicate a southerly flow direction towards Centerville Harbor and Nantucket Sound beyond. However, Site-specific groundwater contours computed indicate a consistent easterly flow direction towards Halls Creek without tidal influence. Lake Elizabeth is also reported as abutting the subject property to the northwest, with associated unnamed wetlands to the north and northeast as adjacent to the subject property. As such, Lake Elizabeth and its associated unnamed wetlands, Halls Creek, Centerville Harbor and Nantucket Sound beyond are identified as the primary potential environmental receptors [Refer to Figure 2]. According to the MA DEP BWSC GIS mapping program, the subject property is not located within the Zone II protective radius of a Public Water Supply (PWS), nor is it located within the Zone A protective radius of any surface water reservoir. No private wells are known to exist within 500 feet of the Site wherein the area is serviced by the Barnstable municipal water supply and distribution system. The subject property is located within a Potential Drinking Water Source Area (PDWSA). Based on this mapping, as well as the proximity to groundwater and hydrogeologic conditions, the GW-1, GW-2 and GW-3 groundwater categories are applicable to Method 1 — Risk Characterization, per 310 CMR 40.0974. Based on Site conditions relative to frequency/intensity of use and accessibility of soils, wherein the former release area is projected as partially underlying the footprint of a condominium under construction, the S-1, S-2 and S-3 (GW-1/GW-2/GW-3) Method 1 — Risk Characterization standards are applicable to any residual soil impact in accordance with the provisions of 310 CMR 40.0975 [Refer to Figure 3]. These risk standards were developed in consideration of potential ingestion, inhalation and dermal contact exposures to humans and significant environmental impacts. BACKGROUND [Refer to Appendix B] During construction activities at the subject property, an historic, undocumented UST was discovered during excavation operations. On November 2, 2007, BENNETT& O'REILLY, INC. was on-Site to direct UST removal operations as associated with historic, residential, petroleum storage. Inspection of the partially exposed UST showed the vessel was severly corroded and had been damaged. BENNETT & O'REILLY, INC. personnel departed the Site to obtain the proper Fire Department UST Removal Permit from the Centerville-Osterville- Marstons Mills (COMM) Fire Department, while remaining BENNETT & O'REILLY, INC. personnel collected soil samples of clean overburden(Clean OB). Field screening of these Clean OB soils reported TOV headspace concentrations as below the detectable limits (BDL, <0.1 ppmv) of the instrument as indicating no significant impact to the overburden. BENNETT & O'REILLY, INC. personnel also advanced a pair of hand borings (HB), HB-1 and HB-2, to qualify potential significant impact along the east and south sidewalls of the tank grave, respectively. Field PID screening indicated potential impact in the capillary fringe soils along the east sidewall,with no significant impact indicated along the south sidewall. FEBRUARY 27,2008 FORMER TRADEWINDS MOTELBO074798 PAGE 5 OF 17 aAC,CLASS A-2 RAO/RTN 4-20861 BENNETT & O'REILLY, INC. personnel returned to the Site as accompanied by Inspector Martin MacNeely of the COMM Fire Department to witness the tank removal. BENNETT & O'REILLY, INC. subsequently directed the excavator, C.C. Construction, Inc., to remove clean overburden surrounding the tank grave, and subsequently, the tank itself. Following the removal of the UST, the tank was secured in a box truck of an environmental contractor, EnviroSafe Corporation. Field screening of representative soil samples from the tank grave sidewalls reported elevated TOV headspace concentrations (>100 ppmv) as indicating significant soil impact in the tank grave. Upon consultation with the property representative and Inspector MacNeely, BENNETT & O'REILLY, INC. provided verbal Release Notification under a 72 Hour Condition to the MA DEP — Bureau of Waste Site Cleanup (Dan Crafton) wherein verbal authorization to remove up to 10 yards of contaminated soils and up to 500 gallons of oily water was provided under an IRA. IMMEDIATE RES PONSE ACTION [Refer to Appendix B] Soil Based on the elevated TOV concentrations reported along the extent of the tank grave (28 — 280 ppmv), BENNETT & O'REILLY, INC. directed the excavator to the advance the excavation in all directions, and advance the bottom-of-hole to groundwater, to remove significant soil impact.- Clean overburden was segregated and stockpiled separately. Upon reaching groundwater, no sheen was observed. BENNETT & O'REILLY, INC. subsequently collected end-point soil samples from the sidewalls of the excavation for field screening wherein the east and west sidewalls still reported elevated headspace concentrations (>30 ppmv) as indicating residual impact along those exposure point locations. As such, the excavator was directed to remove additional soils along the east and west sidewalls. Field screening of representative soil samples from those newly established sidewalls reported low-level TOV concentrations as indicating no significant impact. BENNETT & O'REILLY, INC. then directed EnviroSafe personnel to skim groundwater in order to advance the bottom-of-hole. At which point the bottom-of-hole was advanced marginally into groundwater, a confirmatory soil sample was collected wherein field screening reported a low-level TOV concentration of 8.9 ppmv as indicating no significant impact. Based on the field screening results, BENNETT & O'REILLY, INC. directed C.C. Construction personnel to cap the contaminated stockpile with plastic sheeting against precipitation. The final dimensions of the area of contaminated soil removal measured approximately 15' x 15' x 3' (D). The final volume of groundwater removed was 347 gallons as was transported to Clean Harbors in Braintree, MA (Hazardous Waste Manifest 4000166669 JJK). All soil samples were collected in the appropriately preserved laboratory containers for TPH/EPH/VPH analyses and placed on ice in a cooler. Due to significant precipitation, the capped area of excavation filled with rainwater over the weekend following the contaminated soil removal. The construction contractor, JK Scanlan, requested a letter from BENNETT & O'REILLY, INC. that qualified the standing water as safe and appropriate for pumping from the capped excavation. As such, BENNETT & O'REILLY, INC. collected representative water samples on November 5, 2007 for laboratory analysis of FEBRUARY 27,2008 FORMER TRADEWINDS MOTELBO07-4798 PAGE 6 OF 17 IRAC,CLASS A-2 RAO/RTN 4-20861 EPH/PAH and VPHBTEX concentrations under a 48-hour Rush turnaround in review of the historic petroleum storage. The contaminated stockpile (Cont SP) soil sample was submitted for TPH with hydrocarbon fingerprint analysis under a 3-day Rush turnaround in consideration of disposal characterization. Laboratory analysis received November 7, 2007, reported all EPH/PAH and VPH/BTEX concentrations in the Standing Water within the capped excavation as less than or equal to the most restrictive GW-1/GW-2/GW-3, Method 1 —Risk Characterization standards. Based on the location of the Site and projected area of discharge as within the 100' buffer zone to the abutting vegetated wetland, BENNETT & O'REILLY, INC. consulted the Barnstable- Conservation Commission (Rob Gatewood, Conservation Agent) regarding the pumping and discharge of Standing Water to the upland ground surface upgradient of the release and outside the buffer zone. Based on the laboratory analytical, and in consideration of ongoing construction operations and remedial response actions at the subject property under an existing Order of Conditions, Mr. Gatewood determined that an amended Order of Conditions relative to the pumping and discharge of standing water was not necessary. Mr. Gatewood requested the standing water be discharged through a series of hay bales to avoid potential siltation of the resource. Subsequent to Mr. Gatewood's approval, BENNETT & O'REILLY, INC. submitted a letter of findings to JK Scanlan stating that based on laboratory analysis, the standing water was safe to discharge to ground surface without exacerbation of environmental conditions under the provisions of 310 CMR 40.0045(4). JK Scanlan removed the standing water from the capped excavation on November 9, 2007 as pumped to an upgradient location away from the wetland area. A structure venting system, as constructed of 4" schedule 40 perforated PVC laterals set in 1 1/2" washed stone aggregate and capped with filter fabric, was installed along the bottom-of- hole as some l' above the groundwater interface. The venting system was completed with a solid 4"PVC riser set above grade surface, and the area of excavation was backfilled in advance of additional construction operations. Laboratory analysis received November 8, 2007, reported a TPH concentration of 220 mg/Kg, for the contaminated stockpile as greater than the strictest S-1 (GW-1), Method 1 —Risk Characterization threshold. Petroleum hydrocarbon fingerprint analysis identified kerosene/lubricating oil as the contaminant. This remedial waste was transported under a properly executed Bill of Lading to the South Dennis Aggregate Industries asphalt batch facility in November 2007. Laboratory analytical associated with representative end-point soil samples reported all TPH, EPH/PAH and VPHBTEX concentrations as BRL wherein the reporting limits were less than the most restrictive S-1 (GW-1/GW-2/GW-3), Method 1 — Risk Characterization standards. As such, laboratory analytical has demonstrated the effective removal of all significant impact as a result of historic underground kerosene storage as supporting a condition of No Significant Risk relative to the former release area. The laboratory results associated with the confirmatory soil sampling are presented in Table 1 and Table 2. The significance of these results is further discussed in the Risk Characterization section of this report. FEBRUARY 27,2008 FORMER TRADEWINDS MOTEL B007-4798 PAGE 7 OF 17 IRAC,CLASS A-2 RAO/RTN 4-20861 TABLE 1: TRADEWINDS CONDOS,780 CRAIGVILLE BEACH ROAD;RTN 4-20861 SUMMARY OF TPH/EPH LABORATORY ANALYSIS-REMEDIAL RESPONSE METHOD 1 -RISK CHARACTERIZATION: SOIL [µg/L=ppb] Exposure Point RESULTS S-1 SOIL STD S-2 SOIL STD. S-3 SOIL STD DILL CONTACT UPPER CONC. Location (µg/g=PPm) o6g—PPm) (µP =PPm) (µg/g-PPm} STANDARDS. :LIMITS 310 CMR 310 CMR 310 CMR. ' (µg/g=ppm) 40.0975(6)(a) 40,0975(6)(a) 40,0975(6)(a) '310CMR40.0985(6) _,(µg/g=ppm) (depth below grade surface 11/2/07 GW-1/GW-2/GW-3 GW-1/GW-2/GW-3_ GW-1/GW-2/GW-3 S-1/S-2/S-3 310 CMR 40.0996 7 Clean OB(0-4'bgs) TPH BRL <60 200/800/800 200/2,000/2,000 200/5,000/5,000 .800/2,000/5,000, :, 10,000 SW-Nx:0-3'(4-7'bgs) TPH BRL <65 '200/800/800 200/2,000/2,000 200/5,000/5,000 800/2,000/5,000 _.10,000 SW-Sx:0-3'(4-7'bgs) TPH BRL <63 200/800/800 200/2,000/2,000 200/5,000/5,000 800/2,000/5,000 10,00.0 SW-Ex2:0-3'(4-7'bgs) TPH BRL <63 200/800/800 200/2,000/2,000 200/5,000/5,000 800/2,000/5,000 10,000 SW-Wx2:0-3'(4-7'bgs) EPH C9-C18 Alipbatics BRL(<32) 1,000/1,000/1,000 2,500/2,500/2,500 5,000/5,000/5,000 1,000/2,500/5000 26,000 C19-06 Aliphatics BRL(<32) 2,500/2,500/2,500 5,00015,00015,000 5,00015,000/5,000' 2,500/5,000/5,000 20,000 C11-C22 Aromatics BRL(<32) 400/800/800 200/2,000/2,000 200/5,000/5,000 800/2,000/2,000 Target PAH All Target Analytes BRL <0.54 >0.7/0.7/0.7 >:4/4/4 >30/30/30 29.7/4/30 >300 BOH@3'(7'bgs) EPH C9-C18 Aliphatics BRL(<34) 1,000/1,000/1,000. 2,500/2,500/2,500 5,000/5,000/5,000 1,000/2,500/5,000 20,000 C19-06 Aliphatics BRL(<34) 2,500/2,5002,500 5,00016,00015,000 5,00015,00015,000 2 500/5,000/5,000 20,000 C11-C22 Aromatics BRL(<34) 200/8001860 2002,000/2,000 200/5,000/5,000 800/2,000/2,000 ,10,000 —-_ , Target PAH All Target Anal es BRL <0.57 ?0.7/0,7/0.7. a >_4/4/4:: _ 2:30/30/30, >0:7/4/301. ., TPH=Total Petroleum Hydrocarbons EPH=Extractable Petroleum Hydrocarbons,PAH=Polynuclear Aromatic Hydrocarbons BRL=Below Reportable Limit Shaded areas represent applicable MCP criteria. TABLE 2: TRADEWINDS CONDOS,780 CRAIGVILLE BEACH ROAD;RTN 4-20861 SUMMARY OF VPH LABORATORY ANALYSIS-REMEDIAL RESPONSE METHOD 1 -RISK CHARACTERIZATION: SOIL [µg/]L=ppb] Exposure Point RESULTS S-1'SOIL STD., S-2 SOIL STD S-3 SOE $TD 4 ibt CONTACT, UPPER CONC Location (µg/g=PPm) (µ 9 PPm) (µt'Ig PPm)' 1" .(µP�g pp-)i SIDS. LINIITS �' . f,310 CMR` '310 CMR: 310 CMR (µg/g-pm) 40.0975(6)(a) 40 0975(6)(a) ;h 40 0975(6)(a) 310 CMR 40.0985(6 (depthbelow grade surface 11/2/07 GW-1/GW-2/GW-3 `GW=1/GW-2/GW 3 _GW 1/GW-tiGW 3. „'.;x,S;18-2/S 3 ,: 310 CMR40.0996 7 Clean OB(0-4'bgs) TPH t Ref.to Table 3 Not 'licable; ? !Not "licable,!.,, iNotApplicable xNotlicable _", Not hcablea�l SW-Nx:0-3'(4-7'bgs) I TPH Mx xv «1.a. ,,_. .,a, s. ? � i FEBRUARY 27,2008 FORMER TRADEWINDS MOTELB007-4798 PAGE 8 OF 17 IRAC,CLASS A-2 RAO/RTN 4-20861 TABLE 2: TRADEWINDS CONDOS,780 CRAIGVILLE BEACH ROAD;RTN 4-20861 SUMMARY OF VPH LABORATORY ANALYSIS-REMEDIAL RESPONSE METHOD 1-RISK CHARACTERIZATION: SOIL [[tg/L=ppb] Exposure Point RESULTS s-1 SOIL STD. S-2 SOIL STD. S-3 SOIL STD. DIR.CONTACT UPPER CONC Location (µg/g=ppm) (lin9—Ppm7 (µP)g=PPm) STD§. 310 CMR' 310 CMR 310 CMR 40.0975(6)(a) 40.0975(6)(a) 40.0975(6)(a) -: 310 CMR 40.0985(6) .' (µg/g=ppm), (depth below grade surface) 11/2/07 GW-l/GW-2/GW-3. GW-1/GW-2/GW-3 ,GWA/GW-2/GW-3 S 1%S-2/S 3 „' 310 CMR 40.0996(7) Ref.to Table 3 Not licable a., , .Not licable_ , _Not A licable_ ,, Not licable. a:,Not �hcable " SW-Sx:0-3'(4-7'bgs) TPH r .; [ Ref.to Table 3 Not, licable Not licable ' Not plioable Not Applicable r ' Not Applicable: SW-Ex2:0-3'(4-7'bgs) TPH - Ref.to Table 3 Not A `licable Not A licable Not Applicable Not A licable' Not A licable SW-Wx2:0-3'(4-7'bgs) VPH C5-C8 Aliphatics BRL(<1.1) 100/100/100 50015001500' 50015001500 10015001.500 5!,000 C9-C12 Aliphatics BRL(<1.1) 1,0001i'do0/1,000 2,5002,500/2,500 5,000/5,000/5,000. 1,000/2,50015,000 20,000 C9-C10 Aromatics BRL(<1.1) 100/100/100 100/500/500, 100/500/500 10015001500 5,000 Target BTEX MtBE BRL(<0.05) 0.1/100/100 .0 1/100/500 0.1/100/500 100/500/500 5,000 enzene BRL(<0.11) 2/30/30 :`2/200/200.' 2/700/900 30200/900 ' 9,600 Toluene BRL(<0.11) 30/3001,500 30/300/1,000 30/300/1,000 '500/1,000/3,000 10,000. Ethylbenzene BRL(<O.11) 80/500/500 80/1,000/500 80/2,500/500 500/1 00012,500 10,000 m/p-Xylene BRL(<0.11) 400/300/300 400/300/300 400/300/300 '500/1,000/3,000 10,000 o-Xylene BRL(<O.11) 400/300/300, 4001300/360 406/300/300 500/1,000/3,000 10,000 4401500 4/40/1,000 4/40/3,000 500/1,000/3,000 10,000 Naphthalene BRL <0.54 = - BOH@3'(7'bgs) k r. VPH C5-C8 Aliphatics BRL(<1.1) ! 100/100/100 500/500/500 500/500/500 100/500/500' 5,000 C9-C12 Aliphatics BRL(<I.1) 'F 1,000/1,000/1,000 2,500/2 500/2,500 5,000/5,000/5,000 1,000/2,500/5 000, 20,000 C9-C10 Aromatics BRL(<l.1) 100/100/100 10015001500 10015001500 100/500/500 5,000, Target BTEX y , MtBE BRL(<0.05) 0.1/100/100 0.111001500 01/100/500 1001500/500 a 5,000. Benzene BRL(<0.11) 2/30/30 2/200/200. 2/700/900 30200/900 9,000`" 'Toluene BRL(<0.11) f.30/300/500 30/300/1,000 30/300/1,000 500/1,000/3 000 .• 10 000 - , • - z 80/500l500 80/1000/500 80/2,500/500- 500/1 000/2 500 IQ 000 Ethylbenzene BRL(<O.11) 400/300/300 ,4,00/300/300 4001300/300 : 500/1,000/3 000 'r 10 000, m/p-Xylene BRL(<O.11) 3` 400/300/300, 400/300/300- -400/300/300'. 500/1,600/3 600 : 10,000 o-Xylene BRL(<O.11) Naphthalene BRL <0.55 9/40/500 1 M1 4/4011 006 v 4/40/3 000 rs;"500/1 000/3 000 t° 10 000 :a TPH=Total Petroleum Hydrocarbons VPH=Volatile Petroleum Hydrocarbons,BTEX=Benzene/Toluene/Ethylbenzene/Xylene BRL=Below Reportable Limit Shaded areas represent applicable MCP criteria. Subsequent to the receipt of the completed Bill of Lading and associated cover letter from Aggregate Industries on December 6, 2007, BENNETT & O'REILLY, INC. became aware that FEBRUARY 27,2008 FORMER TRADEWINDS MOTEL/BO074798 PAGE 9 OF 17 UUC,CLASS A-2 RAO/RTN 4-20861 some 26 yards (39.62 tons) of contaminated soils had been removed from the release area as exceeding the MA DEP verbal authorization threshold of 10 cubic yards. BENNETT & O'REILLY, INC. contacted the Department (Andrew Jones, Case Officer) that day to report the exceedance wherein an extension of the 10 yard limit was granted for an additional 16 yards as totaling 26 cubic yards of contaminated soils to match the volume excavated. Groundwater BENNETT & O'REILLY, INC. installed a series of three monitoring wells in late November 2007 to qualify potential groundwater impact. BENNETT & O'REILLY, INC. advanced hand borings HB-1, HB-2 and HB-3 to the east, south and north of the release area, respectively, to qualify potential exposure risks to human (residences via inhalation) and wetland receptors (Refer to Site Plan). Field screening of the two-foot soil samples collected reported all TOV headspace concentrations as BDL (<0.1 ppmv) of the photoionization detector [PID, Thermo Environmental 580B OVM, 11.8 eV lamp calibrated to benzene standard with isobutylene gas] as indicating no significant impact to vadose or capillary fringe soils at those locations. BENNETT & O'REILLY, INC. subsequently installed three 2" PVC monitoring wells with #10 slot screens set across the groundwater interface. Top of casing elevations were surveyed to a common vertical datum in review of Site-specific groundwater contours. BENNETT & O'REILLY, INC. performed the initial groundwater monitoring the following day wherein samples were collected and hydrogeologic conditions were qualified in review of the projected spatial and temporal solute pathways. Static water level measurements established an easterly groundwater flow direction. Data recorded from a slug test was used with the Gerahty & Miller Aqtesolv software to calculate a groundwater flow velocity of 0.02 feet/day, with a corresponding Time of Travel from the extent of excavation to the downgradient monitoring wells MW-1 and MW-2 as 1,487 days and 681 days, respectively. Such data was used to qualify the testing of MW-1 as representative of groundwater impacts and absolve an issue of Substantial Release Migration (SRM) in consideration of the historic nature of the release. Groundwater samples were collected and analyzed for TPH as a screening method. Laboratory analytical reported all TPH concentrations for monitoring wells MW-1, -2, and—3 as BRL wherein the reporting limits were equal to the most restrictive GW-1, Method 1 — Risk Characterization standard as demonstrating no significant groundwater impact. ENVIRONMENTAL MONITORING In order to substantiate the initial groundwater monitoring results and demonstrate a condition of No Significant Risk, BENNETT & O'REILLY, INC. prescribed additional groundwater monitoring with the benefit of risk-based EPH/PAH and VPH/BTEX analyses. BENNETT & O'REILLY, INC. returned to the subject property in January 2008 to perform quarterly groundwater monitoring in review of risk characterization. Static water level measurements, recorded during a low tide as opposite to the initial monitoring event, reported an easterly groundwater flow direction as consistent with the historic Site-specific flow. Monitoring wells MW-1, MW-2 and MW-3 were sampled via low-flow method for EPH/PAH and VPH/BTEX in review of risk characterization and potential exposure risks to identified receptors. The groundwater samples were collected in appropriately preserved laboratory FEBRUARY 27,2008 FORMER TRADEWINDS MOTELB007-4798 PAGE 10 OF 17 IRAC,CLASS A-2 RAO/RTN 4-20861 containers and submitted under a Standard turnaround. Laboratory analytical reported all EPWPAH and VPH/BTEX concentrations in groundwater as significantly less than the most restrictive GW-1/GW-2/GW-3 Method 1 — Risk Characterization thresholds wherein an MtBE concentration of 8 ug/L in monitoring well MW-1 was the only detectable compound reported. BENNETT& O'REILLY, INC. also performed modified Level 1 Soil Gas Screening at the PVC riser of the structure venting system for modified Level 1 Soil Gas Screening in review of indoor ambient air quality. TOV screening of the venting system riser reported concentrations as BDL (<0.1 ppmv) [PID, Thermo 580B OVM, 11.8 eV lamp] as indicating no ambient air quality degradation and no significant potential for impact to indoor air quality. BENNETT ENVIRONMENTAL ASSOCIATES, INC. (BEA), as the successor company to BENNETT & O'REILLY, INC., returned to the Site in February 2008 to perform what was expected to be the final groundwater monitoring event in order to qualify potential groundwater impact in review of risk characterization and project closure objectives. Static water level measurements reported an easterly groundwater flow direction as consistent with historic Site- specific groundwater flow. Monitoring wells MW-1, MW-2 and MW-3 were sampled via low- flow method with samples collected upon the stabilization of field parameters (pH, conductivity, dissolved oxygen, temperature) in review of risk characterization. Monitoring well MW-1 was sampled for EPH/PAH and VPH/BTEX, with monitoring wells MW-2 and MW-3 sampled for TPH as a cost-saving alternative wherein no impact had previously been reported at those crossgradient exposure point locations. The groundwater samples were collected in appropriately preserved laboratory containers and submitted under a Standard turnaround. BEA also performed modified Level 1 screening at the venting system riser in review of indoor air quality. TOV screening of the venting system reported concentrations as BDL (<0.1 ppmv) as indicating no significant potential for impact to indoor air quality. Laboratory analytical reported all EPH/PAH and VPH/BTEX concentrations at the downgradient monitoring well MW-1 as less than the most restrictive GW-1/GW-2/GW-3, Method 1 —Risk Characterization standards. Monitoring wells MW-2 and MW-3 reported TPH concentrations as 600 ug/L and 1,000 ug/L, respectively, as greater than the applicable and most restrictive GW-1 criteria. Based on the reported TPH concentrations as inconsistent with previous testing, and in accordance with the provisions of 310 CMR 40.0317(14), BEA personnel mobilized to the Site on February 15, 2008 to retest monitoring wells MW-2 and MW- 3 for EPH/VPH with target analytes in review of risk characterization and project closure objectives. Static water level measurements reported a northeasterly groundwater flow direction as generally consistent with historic Site-specific groundwater flow. Monitoring well MW-2 and MW-3 were sampled via low-flow method for risk-based EPH/PAH and VPH/BTEX concentrations. The groundwater samples were collected in appropriately preserved laboratory containers and submitted under a Priority turnaround. Laboratory analytical reported all EPH/PAH and VPH/BTEX concentrations as significantly less than the applicable and strictest GW-1/GW-2/GW-3, Method 1 — Risk Characterization thresholds. The laboratory results associated with the groundwater monitoring are presented in Table 3 and Table 4. The significance of these results is further discussed in the Risk Characterization section of this report. FEBRUARY 27,2008 FORMER TRADEWINDS MOTEL/B0074798 PAGE 11 OF 17 IRAC,CLASS A-2 RAO/RTN 4-20861 TABLE 3: TRADEWINDS CONDOS,780 CRAIGVILLE BEACH RD; RTN 4-20861 SUMMARY OF TPH/EPH LABORATORY ANALYSIS-ENV.MONITORING METHOD 1 -RISK CHARACTERIZATION: GROUNDWATER [µg/L=ppb] Monitoring Well RESULTS RESULTS RESULTS +GW 1/G*72/GW-3 UPPER CONC. , Location (µg/L-ppb) (µgIL-ppb) (µg/L-ppb) STANDARDS LIMTTS •: '. (µPq ppb) (µPS Pp): ,,.. . . 11/29/07 1/16/08 2/4/08 310 MIR 40.974 2•WAVE 2 310 CMR 40.0996 7 MW-1 TPH BRL(<200) 200/1,000/20000 " 100,000 EPH C9-C18 Aliphatics BRL(<500) BRL(<500) 4,000/1,000/20 000 106 000 '. C19-C36 Aliphatics BRL(<500) BRL(<500) 5 000/NA/20,000 100 000 , Cl 1-C22 Aromatics BRL(<150) BRL(<150) 200/50,000/30,000 100,000 Target PAH Benzo[a]pyrene' BRL(<O.1) BRL(<O.1) 0.2/NA/500. 5,000 Indeno[1,2,3-c,d]pyrene BRL(<O.1) BRL(<O.1) 0.5ibW100 I,000 Dibenzo[a,h]anthracene BRL(<O.1) BRL(<O.1) 0.5/NA/40 400' All Other PAHs BRL(<0.5) BRL <0.5) 31/NA/20 . >400 TPH BRL(<200) 600 200/1,000/40,000 1100,0.00 EPH 2/15/08 Retest C9-C18 Aliphatics BRL(<500) BRL(<500) 4,000/1,000/20,000 100,000 C19-06 Aliphatics BRL(<500) BRL(<500) 5,000/NA/20,000 1OQ000 Cl1-C22 Aromatics BRL(<150) BRL(<150) 200/50,000/30,000 100,000 Target PAH Benzo[a]pyrene BRL(<0.1) BRL(<0.1) 0.2/NA/500 5,000 Indeno[1,2,3-c,d]pyrene BRL(<O.1) BRL(<O.1) 0;5/NA/100 1,000 Dibenzo[a,h]anthracene BRL(<O.1) BRL(<O.1) 0.5/NA/40 400* All Other PAHs BRL <0.5 BRL <O.5 >1/NA/20 >400 - t MW-3 r TPH BRL(<200) 1,000 [ 200/1,000/20,000' 100,000 EPH 2/15/08 Retest C9-Ci8 Aliphatics BRL(<510) BRL(<500) 4,000/1,000/20,000 100 000 C19-06 Aliphatics BRL(<510) BRL(<500) "* 5 000/NA/20 000 100000 Cl1-C22 Aromatics BRL(<150) BRL(<150) x' 200/50 000/30 000 100 000 :A Target PAH Benzo[a]pyrene BRL(<O.1) BRL(<O.1) 0 2/NA/500} 5 000 4 Indeno[1,2,3-c,d]pyrene BRL(<0.1) BRL(<O.1) +t r0 5/NA/100 a s `'.1000[ Dibenzo[a,h]anthracene BRL(<O.1) BRL(<O.1) n 0 5/NA/40 ` « 460 All Other PAHs BRL <0.5 BRL <0.5 >1/NA/20 ..>400+ TPH=Total Petroleum Hydrocarbons,EPH=Extractable Petroleum Hydrocarbons,PAH=Polynuclear Aromatic Hydrocarbons BRL=Below Reportable Limits,NT=Not Tested Bold represents concentration greater than strictest Method 1-R.C.criteria. Shaded areas represent applicable MCP criteria. FEBRUARY 27,2008 FORMER TRADEWINDS MOTELBO07-4798 PAGE 12 OF 17 IRAC,CLASS A-2 RAO/RTN 4-20861 TABLE 4: TRADEWINDS CONDOS,780 CRAIGVILLE BEACH RD; RTN 4-20861 SUMMARY OF VPH LABORATORY ANALYSIS-ENV.MONITORING METHOD 1 -RISK CHARACTERIZATION: GROUNDWATER[µg/L=ppb] Monitoring Well RESULTS RESULTS RESULTS GW 1/GVV-2/GW-3 UPPERCONC.' Location (µg/L-ppb) (µg/L-ppb) (µg/L-ppb) METHOD 1 STANDARDS LIMTTS (µPAL=Ppb) 11/29/07 1/16/08 2/4/08 h0 CMR 40.974 2 WAVE 2 _ _ 310 C.NlR 40.0996 7. MW-1 VPH TPH C5-C8 Aliphatics Refer to Table I BRL(<20) BRL(<20) 400/1,000/4,000 .. 100 000 ' - 4 .. C9-C12 Aliphatics BRL(<20) BRL(<20) 4,000/1,00026,000 100,000 C9-C10 Aromatics BRL(<20) BRL(<20) 200/5,000/4,000 100 000 Target Analvtes MtBE 8 17 70/50,000/50 000 100,000 Benzene BRL(<l) BRL(<1) 52,000/16,000 100,000 Toluene BRL(<5) BRL(<5) 1,000/8,0,00/4,000 80,000 Ethylbenzene BRL(<5) BRL(<5) 700/30,000/4,000 100,000 meta/para-Xylene BRL(<5) BRL(<5) 10 o00/9,000/500 100 000 ortho-Xylene BRL(<5) BRL(<5) 10,000/9,000/S00 100,000 Naphthalene BRL(<5) BRL(<5) 140/1,0002Q000 MW-2 2/15/08 VPH TPH Retest C5-C8 Aliphatics Refer to Table 1 BRL(<40) BRL(<20) 400/1,000/4,000 '100,000 C9-C12 Aliphatics BRL(<40) BRL(<20) 4,600/1,000/20,000 100,006 C9-C10 Aromatics BRL(<40) BRL(<20) 200/5,000/4,6001 160,000 Target Analvtes MtBE BRL(<10) BRL(<5) r' 70/50,000/50,000. 100 000 Benzene BRL(<2) BRL(<1) 52,000/10,000 100,000 .x " Toluene BRL(<10) BRL(<5) 1,000/8,000/4 000 50,000. Ethylbenzene BRL(<10) BRL(<5) 700/30,000/4,000 100,000 meta/para-Xylene BRL(<10) BRL(<5) 10 000/§,000/500' ,.° 100 0o0 a ortho-Xylene BRL(<10) BRL(<5) 10,000/9,000/500 100,000' n $ Naphthalene BRL<10 BRL(<5) -. 140/1,000/20,000 .';` >.0 :100 000 MW-3 2/15/08 VPH TPH Retest `F N C5-C8 Aliphatics Refer to Table 1 BRL(<40) BRL(<40) 409/1,000/4,0001 100 000 C9-C12 Aliphatics BRL(<40) BRL(<40) y 4,000/1 000/20 000 r 100,000 C9-C10 Aromatics BRL(<40) BRL(<40) 200/5 000%4,000 100,00 Target Analvtes i d a� MtBE BRL(<10) sRL(<1o) 70/50 000/sa;ooa 1 }'� ;1tio 000 t r t . Benzene BRL(Q) 2 k; 52 000/10 000 °100 060 Toluene BRL(<10) BRL(<l0) 1;000/8 000/4 000 80,000 Ethylbenzene BRL(<10) BRL(<10) Ct '700/30 00014,660 100 000 a meta/para-Xylene BRL(<10) BRL(<10) 10 00019 0001560 , ?100 boo { ortho-Xylene BRL(<10) BRL(<10) i 10 000/9 00&5,o - , 100 006 Naphthalene BRL(<10) BRL(<10) "*p 140/160020;000 .,,, _ +^x'..!"F 100,000 FEBRUARY 27,2008 FORMER TRADEWINDS MOTELB0074798 PAGE 13 OF 17 IRAC,CLASS A-2 RAO/RTN 4-20861 TABLE 4: TRADEWINDS CONDOS,780 CRAIGVILLE BEACH RD;RTN 4-20861 SUMMARY OF VPH LABORATORY ANALYSIS-ENV.MONITORING METHOD 1 -RISK CHARACTERIZATION: GROUNDWATER [µg/L=ppb] Monitoring Well RESULTS RESULTS RESULTS GW 1/GW-2/GW-3 UPPER C0N4L Location (l<€(L-ppb) (µg/L-ppb) (µgll--ppb) METHOD 1 STANDARDS LIMITS '()ig/L-p0b)'. 11/29/07 1/16/08 2/4/08 310 CMR 40.974(2)WAVE 2__, _310 CMR 40.6996'1 TPH=Total Petroleum Hydrocarbons VPH=Volatile Petroleum Hydrocarbons BRL=Below Reportable Limit,NT=Not Tested Bold represents concentration greater than strictest Method 1-Risk Characterization criteria. Shaded areas represent applicable MCP criteria. RISK CHARACTERIZATION [Refer to Appendix D] Soil As presented, the S-1, S-2 and S-3 (GW-1/GW-2/GW-3) soil categories are applicable in consideration of Method 1-Risk Characterization, as consistent with the provisions of 310 CMR 40.0975. These standards were developed to evaluate potential ingestion (S-1), inhalation (S-2) and environmental/dermal contact (S-3) exposures, and in consideration of potential leaching of contaminants to groundwater(GW-1/GW-2/GW-3). Laboratory analysis received November 18, 2007 reported all TPH, EPH/PAH and VPHBTEX concentrations along the extent of excavation as BRL wherein the reporting limits were less than the strictest S-1 (GW-1/GW-2/GW-3), Method 1 — Risk Characterization standards. As such, laboratory analytical has demonstrated a condition of No Significant Risk associated with soils along the former area of release under Method 1 standards. As a conservative measure, averaged petroleum hydrocarbon concentrations were used to calculated an EPC from the reported EPH/PAH and VPHBTEX concentrations reported along the extent of contaminated soil removal relative to Method 3 consideration. These averaged concentrations were applied to the Residential Short Form/Exposure Scenario, as presented in Appendix D. The Residential Short Form computed the "Subchronic Hazard Index" as 1E-03, the "Chronic Hazard Index" as 5E-03, and the "Excess Lifetime Cancer Risk" as 9E-07. Wherein all of the calculated values were reported as significantly less than 1.0, the Residential Short Form/Exposure Scenario supports a finding No Significant Risk relative to potential exposures associated with soils at the extent of excavation under Method 3. Groundwater The GW-1, GW-2 and GW-3 groundwater categories are applicable in consideration of Method 1-Risk Characterization, as consistent with the provisions of 310 CMR 40.0974. These standards were developed to evaluate potential ingestion (GW-1), inhalation (GW-2) and environmental/dermal contact (GW-3) exposures. Laboratory analytical results associated with the initial groundwater monitoring event at the Site reported all initial TPH concentrations as BRL wherein the reporting limits were equal to the strictest GW-1, Method 1 criteria. FEBRUARY 27,2008 FORMER TRADEWINDS MOTEIJB007-4798 PAGE 14 OF 17 IRAC,CLASS A-2 RAO/RTN 4-20861 Subsequent monthly groundwater monitoring has reported all EPH/PAH and VPH/BTEX concentrations as significantly less than the strictest GW-1/GW-2/GW-3, Method 1 — Risk Characterization criteria wherein all fractional carbon-range petroleum hydrocarbon concentrations have been reported as BRL. Site-specific groundwater flow direction has confirmed the utility of monitoring well MW-1 as downgradient from the area of release. Based on the calculated Time of Travel from the release area to the downgradient monitoring well MW-1 as approximately 4 years, the groundwater monitoring has been conducted with the projected temporal solute transport pathway based on the historic nature of the release as substantiating incomplete exposure pathways wherein a condition of SRM does not exist. As such, based on a preponderance of physical evidence, laboratory analytical associated with monthly groundwater monitoring has demonstrated a condition of No Significant Risk relative to groundwater at the Site. Ambient Air In consideration of the projected construction of residential condominiums along the Site, the potential for adverse impact to indoor has been considered. Subsequent to soil removal operations, no significant residual volatile (VPH/BTEX) impact was reported along the extent of excavation. As such, based on laboratory analysis, and as consistent with the provisions of 310 CMR 40.0942, soils along the extent of contaminated soil removal do not represent potential for adverse impact to indoor air quality. Regardless, in order to further demonstrate that adverse impacts to indoor air quality are unlikely, BEA personnel routinely conducted TOV monitoring at the structure venting system riser subsequent to contaminated soil removal, as consistent with Method 2, Level 1 — Soil Gas Screening. The TOV concentrations were consistently reported as BDL (<0.1 ppmv), as less than the strictest response standard (ethylbenzene) for the instrument used (PID, 11.8 eV lamp, calibrated to a benzene standard with isobutylene gas), as reported in "Table 4-9: Soil Gas PID/FID Screening Levels for Evaluating Indoor Air Impacts" of the "Implementation of the MA DEP VPH/EPH Approach" (Policy #WSC-02-411, 10/31/02). Based on the results of the TOV monitoring, impacts to indoor air are not likely, in accordance with the provisions of Section 4.3.1.1 of the above referenced policy. This data is further substantiated by groundwater monitoring wherein all EPH/PAH and VPH/BTEX concentrations as significantly less than the GW-2, Method 1 — Risk Characterization standards as absolving potential inhalation exposure risks. As such, Method 1 criteria, in conjunction with TOV monitoring, has demonstrated a condition of No Significant Risk exists with respect to future indoor air quality at the subject Site and potential inhalation exposures. Imminent Hazard Evaluation On-Site construction workers have been identified as the primary human receptors, with Lake Elizabeth and its associated unnamed wetlands, Halls Creek, Centerville Harbor and Nantucket Sound beyond noted as the primary environmental receptors. However, based on the contaminated soil removal performed, as well as the Barnstable municipal water supply service to the Site and surrounding area, No Imminent Hazard or Substantial Hazard is reported under current Site conditions. FEBRUARY 27,2008 FORMER TRADEWINDS MOTEL/BO07-4798 PAGE 15 OF 17 MAC,CLASS A-2 RAO/RTN 4-20861 Based on the laboratory analytical data reporting no significant soil or groundwater impacts following the remedial response,wherein solute transport mechanisms indicate MW-1 as directly downgradient from the release area, it is apparent that there is No Condition of Substantial Release Migration and that the Conceptual Site Model for no significant groundwater impacts is reasonable and scientifically justified. Furthermore, laboratory analytical results, field-testing data and olfactory observations, as coupled with current and foreseeable future Site conditions, and in consideration of potential exposures associated with soils, groundwater and future indoor ambient air, have demonstrated that all potential exposure pathways have been eliminated and no Imminent Hazards are present. Data Usability Assessment and Representativeness Evaluation The Conceptual Site Model is presented throughout the IRAC/RAO as consistent with the provisions of 310 CMR 40.1000. The location of the subject release is depicted on the Site Plan attached in Appendix A wherein soils and groundwater were impacted within a PDWSA. The Site, as representing those areas where contaminant impact had come to be located, is defined as a 65' (L) x 42' (W) area as including MW-1 to the east, MW-2 to the south, the area of excavation to the west, and MW-3 to the north. The vertical extent of impact was limited to soils within 7' (+/-) of grade surface as marginally into groundwater. End-point soil samples were collected subsequent to excavation operations in order to qualify treatment performance in review of risk characterization wherein the extent of excavation is represented in both sample collection and on the attached Site Plan. All laboratory analytical results of representative soil samples, as Critical Samples, have been evaluated in review of remedial response performance, project closure objectives and risk characterization. In review of groundwater impact, monitoring well screens were set across the groundwater interface as based on light non-aqueous phase liquid (LNAPL) characteristics of petroleum hydrocarbons relative to the density and specific gravity compared to groundwater, and also based on the close proximity of the wells to the release area. Aquifer testing and static water level measurements were used for the determination of groundwater flow direction, hydraulic conductivity and hydraulic gradients to compute Site-specific Time of Travel and a projected solute pathway, in the further development of the Conceptual Site Model. As a result, the utility of the analytical data from monitoring well MW-1 was found to be representative as downgradient of the release area and within the temporal and spatial projected solute transport pathway. TPH concentrations reported for monitoring wells MW-2 and MW-3 during the second monthly monitoring event, as greater than the GW-1, Method 1 — Risk Characterization threshold, are attributed to residual form oil associated with footing/foundation construction. Such use of petroleum hydrocarbon based compounds is typical of new construction and is not associated with the identified release, nor is it considered under the provisions of 310 CMR 40.0317(12)(b) and(e). Regardless, under the provisions of 310 CMR 40.0973(7),the risk based EPH/VPH data is relied upon in consideration of remedial performance and exposure risk. Soil and groundwater samples collected from the Site were done so in a manner consistent with Response Action Performance Standards (RAPS) of the MCP wherein field screening was used as a guide to qualify potential media (soil) contamination in order to make informed dynamic decisions at the Site prior to the submittal of samples to a MA Certified FEBRUARY 27,2008 FORMER TRADEWINDS MOTEL/BO07-4798 PAGE 16 OF 17 IRAC,CLASS A-2 RAO/RTN 4-20861 laboratory, and all groundwater samples were collected upon meeting purge requirements and/or the stabilization of field measurements (temperature, conductivity, dissolved oxygen and pH). In some cases, TPH was utilized as a cost saving measure wherein petroleum hydrocarbon impacts were clearly absent as based on field screening of TOV and Dexsil PetroFlag. All laboratory analytical was reviewed and validated by BENNETT ENVIRONMENAL ASSOCIATES, INC. upon receipt with verification that presumptive certainty requirements were met, and/or that the reported values were technically justified. As such, samples and data collected were reviewed in consideration of exposure risks and have been deemed valid and scientifically justified by Site- specific hydrogeologic conditions, aquifer characterization and solute transport modeling represented in the Conceptual Site Model presented herein, in accordance with the Data Usability Guidance document dated September 19, 2007. CONCLUSIONS Excavation activities have resulted in the removal of significant impact in accessible and potentially accessible soils between grade surface to a depth of 7'. Laboratory analysis for soil samples collected at the extent of excavation reported all TPH, EPH/PAH and VPHBTEX concentrations as BRL wherein the reporting limits were less than the Method 1 - Risk Characterization standards for the most restrictive S-1 (GW-1/GW-2/GW-3) soil categories. As such,petroleum hydrocarbon concentrations in soils along the extent of excavation are consistent with background and represent a condition of No Significant Risk. Modified Level 1 — Soil Gas Screening performed via the passive PVC venting system has reported all TOV concentrations as BDL as absolving the potential for adverse impact to future indoor air quality. Environmental monitoring has been used to develop a preponderance of physical evidence wherein No Significant Risk is associated with low-level groundwater impact. Method 1, Method 2, and Method 3 Risk Characterization have been evaluated within the Conceptual Site Model to qualify the condition of No Significant Risk as associated with all potential media exposures to identified human and environmental receptors. As such, a Class A-2 Response Action Outcome is appropriate to support the IRA Completion Statement and project closure without any restriction of Site activities or any reliance on additional passive treatment provided beyond project closure. A review of cost and feasibility to meet background conditions through groundwater treatment was considered as part of this IRA, in accordance with the provisions of 310 CMR 40.1020. All residual BTEX impact in groundwater is reported as significantly less than the most restrictive GW-1/GW-2/GW-3, Method 1 — Risk Characterization standards. A passive structure venting system exists for continued passive bioventing towards background. Further, wherein laboratory analytical reports soil conditions along the extent of the excavation as consistent with background, and all EPH/PAH and VPH/BTEX concentrations in groundwater were reported as less than the GW-1/GW-2/GW-3, Method 1 —Risk Characterization standards, groundwater treatment is not justified wherein no significant reduction in risk would be accomplished. As such, current environmental conditions associated with benzene in groundwater, a non-persistent, naturally degrading petroleum hydrocarbon, meet the "Conditions of Categorical Infeasibility" established in Section 9.3.2 of the MA DEP policy "Conducting Feasibility FEBRUARY 27,2008 FORMER TRADEWINDS MOTELB0074798 PAGE 17 OF 17 IRAC,CLASS A-2 RAO/RTN 4-20861 Evaluations Under the MCP" (04-160), as specifically pertaining to Section 9.3.2.3, "Remediation of Degradable (Nonpersistent) Contaminants". Environmental conditions associated with MtBE, identified as a persistent contaminant per Table 9-1 of this policy, do not justify groundwater remediation wherein concentrations are reported as significantly less than the strictest Method 1 criteria as approaching background. As such, based on a Site-specific cost-benefit evaluation, treatment towards background MtBE concentrations without significant risk reduction is considered infeasible, and financially unjustified, in accordance with the provisions of Section 9.3.3, "Site-Specific Evaluation of the Feasibility to Achieve or Approach Background". The findings of this investigation, as represented herein, set forth the rationale and technical justification for the LSP Opinions offered, as established by the certifications made on the attached Response Action Outcome Statement (BWSC-104) and the Immediate Response Action Transmittal Form (BWSC-105). The LSP Opinions are based on available data and regulations in effect at the time of this reporting specific to the subject Site. Should you have any questions or comments regarding the project or need additional information, please contact our office at your earliest convenience. Sincerely, `I�TETT& 'REILLY, INC. vid ennett, LSP �- Todd M. Ev rson, ES Principal Project M ager Encl. Supporting Documentation [Appendices A through E] cc: Mr. Jim Walsh, Owner—Tradewinds Condominiums, LLC. (bound report) Inspector Martin MacNeely- COMM Fire Department) Mr. Tim O'Connell,Agent—Barnstable Board of Health' Mr. Rob Gatewood,Agent—Barnstable Conservation Commission' Mr. John Klimm—Barnstable Town Manager' 'Narrative,title page,site plan and transmittal forms only. .BENNETT ENVIRONMENTAL ASSOCIATES, INC. LICENSED SITE PROFESSIONALS,ENVIRONMENTAL SCIENTISTS,GEOLOGISTS,SANITARIANS 1573 Main Street,P.O.Box 1743 (508)896-1706 Brewster,MA 02631 fax(508)896-5109 LETTER OF TRANSMITTAL TO: DATE: JOB NUMBER: Mr.Andrew Jones,Case Officer 3/3/2008 B007-4798 MA DEP-SERO BWSC/ERS 20 Riverside Drive REGARDING: Lakeville,MA 02347 IMMEDIATE RESPONSE ACTION COMPLETION/ CLASS A-2 RESPONSE ACTION OUTCOME Former Tradewinds Motel,RTN 4-20861 780 Craigville Beach Road-Hyannis,MA SHIPPING METHOD: [Assessor's Map 47B,Parcel 07-006] Regular Mail ❑ Federal Express ❑ Certified Mail ❑ UPS ❑ Priority Mail ❑ Pick Up ❑ Ex ress Mail ❑ Hand Deliver 0 COPIES DATE DESCRIPTION 1 2/27/08 IMMEDIATE RESPONSE ACTION COMPLETION/CLASS A-2 RESPONSE ACTION OUTCOME/ SUPPORTING DOCUMENTATION Former Tradewinds Motel,RTN 4-20861 780 Craigville Beach Road-Hyannis,MA [Assessor's Map 47B,Parcel 07-006] For review and comment: ❑ For approval: ❑ As requested: ❑ For your use: REMARKS: cc: Mr.Jim Walsh,Owner-Tradewinds Condominiums,LLC.(bound report) Inspector Martin MacNeely-COMM Fire Department* Mr.Tim O'Connell,Agent-Barnstable Board of Health* Mr.Rob Gatewood,Agent-Barnstable Conservation Commission* Mr.John Klimm-Barnstable Town Manager* *Narrative,title page,site plan and transmittal forms only. FROM: Todd M.Everson/gjb If enclosures are not as noted,kindly notify us at once Massachusetts Department of Environmental Protection eDEP Transaction Copy Here is the file you requested for your records. To retain a copy of this file you must save and/or print. Username: TODDEVERSON Transaction ID: 168687 Document: BWSC Response Action Outcome(RAO)Transmittal Size of File: 159.966 K Status of Transaction: SUBMITTED Date and Time Created: 2/29/2008::8:01:09 PM Note: This file only includes forms that were part of your transaction as of the date and time indicated above. If you need a more current copy of your transaction, return to eDEP and select to "Download a Copy" from the Current Submittals page. Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number Pursuant to 310 CMR 40.1000(Subpart J) Ll - 20861 For sites with multiple RTNs,enter the Primary RTN above. A. SITE LOCATION: 1. Site Name/Location Aid: ITRADEWINDS MOTEL, FMR. 2. Street Address: 1780 CRAIGVILLE BEACH RD 3. city/Town: JHYANINIS 4. ZIP Code: 5. Check here if a Tier Classification Submittal has been provided to DEP for this disposal site. Fla. Tier IA Ej b. Tier I ❑ c. Tier IC ❑ d. Tier II u 6. If a Tier I Permit has been issued,provide Permit Number: B. THIS FORM IS BEING USED TO: (check all that apply) 1. List Submittal Date of RAO Statement(if previously submitted): mm/dd/yyyy 0✓ 2. Submit a Response Action Outcome(RAO)Statement Fla. Check here if this RAO Statement covers additional Release Tracking Numbers (RTNs). RTNs that have been previously linked to a Tier Classified Primary RTN do not need to be listed here. b. Provide additional Release Tracking Number(s) ❑ _ � ❑ _ Q covered by this RAO Statement. ® 3. Submit a Revised Response Action Outcome Statement a. Check here if this Revised RAO Statement covers additional Release Tracking Numbers(RTNs),not listed on the RAO Statement or previously submitted Revised RAO Statements. RTNs that have been previously linked to a Tier Classified Primary RTN do not need to be listed here. b. Provide additional Release Tracking Number(s) ❑ _ ❑ _ covered by this RAO Statement. 4. Submit a Response Action Outcome Partial(RAO-P)Statement Check above box,if any Response Actions remain to be taken to address conditions associated with this disposal site having the Primary RTN listed in the header section of this transmittal form. This RAO Statement will record only an RAO-Partial Statement for that RTN. A final RAO Statement will need to be submitted that references all RAO-Partial Statements and,if applicable,covers any remaining conditions not covered by the RAO-Partial Statements. Also,specify if you are an Eligible Person or Tenant pursuant to M.G.L.c.21 E s.2,and have no further obligation to conduct response actions on the remaining portion(s)of the disposal site: ® a. Eligible Person ® b. Eligible Tenant F] 5. Submit an optional Phase I Completion Statement supporting an RAO Statement ❑ 6. Submit a Periodic Review Opinion evaluating the status of a Temporary Solution for a Class C-1 RAO Statement,as specified in 310 CM 40.1051 (Section F is optional) 7. Submit a Retraction of a previously submitted Response Action Outcome Statement(Sections E&F are not required) (All sections of this transmittal form must be filled out unless otherwise noted above) Revised: 02/28/2006 Page 1 of 7 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number Pursuant to 310 CMR 40.1000(Subpart J) - 20861 C. DESCRIPTION OF RESPONSE ACTIONS: (check all that apply;for volumes,list cumulative amounts) ❑ 1. Assessment and/or Monitoring Only 2. Temporary Covers or Caps 3. Deployment of Absorbent or Containment Materials 4. Treatment of Water Supplies ❑✓ 5. Structure Venting System 6. Engineered Barrier F17. Product or NAPL Recovery 8. Fencing and Sign Posting 9. Groundwater Treatment Systems 10. Soil Vapor Extraction 11. Bioremediation ® 12. Air Sparging ® 13. Monitored Natural Attenuation 14. In-situ Chemical Oxidation 15. Removal of Contaminated Soils Q a. Re-use, Recycling or Treatment i.On Site Estimated volume in cubic yards Q ii.Off Site Estimated volume in cubic yards 26 iia. Facility Name: AGGREGATE INDUSTRIES Town: SOUTH DENNIS State: MA iib. Facility Name: Town: State: III. Describe: LICENSED ASPHALT BATCH FACILITY b. Landfill I.Cover Estimated volume in cubic yards Facility Name: Town: State: ii. Disposal Estimated volume in cubic yards Facility Name: Town: State: 0 16. Removal of Drums,Tanks or Containers: a. Describe Quantity and Amount: 275-GALLON UST b. Facility Name: TURNER, INC. Town: LYNN State: MA c. Facility Name: Town : State: 17. Removal of Other Contaminated Media: a.Specify Type and Volume: b. Facility Name: CLEAN HARBORS Town: BRAINTREE State: MA c. Facility Name: Town: State: Revised:02/28/2006 Page 2 of 7 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number Pursuant to 310 CMR 40.1000(Subpart J) - 20861 -L__ -i. . C. DESCRIPTION OF RESPONSE ACTIONS(cont): (check all that apply;for volumes,list cumulative amounts) �✓ 18. Other Response Actions: Describe: GROUNDWATER MONITORING 19. Use of Innovative Technologies: Describe: D.SITE USE: 1. Are the response actions that are the subject of this submittal associated with the redevelopment, reuse or the major expansion of the current use of property(ies)impacted by the presence of oil and/or hazardous materials? Q✓ a. Yes b.No ® c.Don't know 2. Is the property a vacant or under-utilized commercial or industrial property("a brownfield property")? Fa. Yes ✓V b. No c.Don't know 3. Will funds from a state or federal brownfield incentive program be used on one or more of the property(ies)within the disposal site? a. Yes FVJ b.No ® c.Don't know If Yes, identify program(s): 4. Has a Covenant Not to Sue been obtained or sought? Fla. Yes ❑ b.No ❑✓ c.Don't know 5. Check all applicable categories that apply to the person making this submittal: ® a.Redevelopment Agency or Authority n b. Community Development Corporation El c. Economic Development and Industrial Corporation 0 d. Private Developer e.Fiduciary ® f. Secured Lender El g. Municipality ® h.Potential Buyer(non-owner) ® i.Other, describe: This data will be used by MassDEP for information purposes only,and does not represent or create any legal commitment, obligation or liability on the part of the party or person providing this data to MassDEP. E. RESPONSE ACTION OUTCOME CLASS: Specify the Class of Response Action Outcome that applies to the disposal site,or site of the Threat of Release. Select ONLYone Class. 1. Class A-1 RAO: Specify one of the following: a. Contamination has been reduced to background levels. b. A Threat of Release has been eliminated. 0 2. Class A-2 RAO: You MUST provide justification that reducing contamination to or approaching background levels is infeasible. ® 3. Class A-3 RAO: You MUST provide an implemented Activity and Use Limitation(AUL)and justification that reducing contamination to or approaching background levels is infeasible. 4. Class A4 RAO: You MUST provide an implemented AUL, justification that reducing contamination to or approaching background levels is infeasible,and justification that reducing contamination to less than Upper Concentration Limits (UCLs) 15 feet below ground surface or below an Engineered Barrier is infeasible. If the Permanent Solution relies upon an Engineered Barrier,you must provide or have previously provided a Phase III Remedial Action Plan that justifies the selection of the Engineered Barrier. Revised:02/28/2006 Page 3 of 7 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number Pursuant to 310 CMR 40.1000(Subpart J) - 20861 E. RESPONSE ACTION OUTCOME CLASS(cont.): ® S. Class B-1 RAO: Specify one of the following: a. Contamination is consistent with background levels b. Contamination is NOT consistent with background levels. ® 6. Class B-2 RAO: You MUST provide an implemented AUL. 7. Class B-3 RAO: You MUST provide an implemented ALL and justification that reducing contamination to less than Upper Concentration Limits(UCLs)15 feet below ground surface is infeasible. ❑ 8. Class C-1 RAO: You must submit a plan as specified at 310 CMR 40.0861(2)(h). Indicate type of ongoing response actions. Fla. Active Remedial System b. Active Remedial Monitoring Program ❑ c.None ❑ d. Other Specify: 9. Class C-2 RAO: You must hold a valid Tier I Permit or Tier II Classification to continue response actions toward a Permanent Solution. F. RESPONSE ACTION OUTCOME INFORMATION: 1. Specify the Risk Characterization Method(s)used to achieve the RAO described above: a. Method 1 � b.Method 2 Z c.Method 3 ® d. Method Not Applicable-Contamination reduced to or consistent with background,or Threat of Release abated 2.Specify all Soil Category(ies)applicable. More than one Soil Category may apply at a Site. Be sure to check off all APPLICABLE categories: a. S-1/GW-1 0 d.S-2/GW-1 0 g.S-3/GW-1 I b. S-1/GW-2 a e.S-2/GW-2 0 h.S-3/GW-2 Z c. S-1/GW-3 Z f. S-2/GW-3 0 i. S-3/GW-3 3. Specify all Groundwater Category(ies)impacted. A site may impact more than one Groundwater Category. Be sure to check off all IMPACTED categories: 0 a. GW-1 0 b. GW-2 Z c.GW-3 n d. No Groundwater Impacted 4. Specify remediation conducted: 571 a.Check here if soil remediation was conducted. b. Check here if groundwater remediation was conducted. 5.Specify whether the analytical data used to support the Response Action Outcome was generated pursuant to the Department's Compendium of Analytical Methods(CAM)and 310 CMR 40.1056: ✓® a. CAM used to support all analytical data. R b.CAM used to support some of the analytical data. c.CAM not used. 6.Check here to certify that the Class A,B or C Response Action Outcome includes a Data Usability Assessment and Data Representativeness Evaluation pursuant to 310 CMR 40.1056. 7. Estimate the number of acres this RAO Statement applies to: 0.1 771 Revised: 02/28/2006 Page 4 of 7 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC104 RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number Pursuant to 310 CMR 40.1000(Subpart J) F - 20861 G. LSP SIGNATURE AND STAMP: I attest under the pains and penalties of perjury that I have personally examined and am familiar with this transmittal form, including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application of(i)the standard of care in 309 CMR 4.02(1), (ii)the applicable provisions of 309 CMR 4.02(2)and(3),and 309 CMR4.03(2),and (III)the provisions of 309 CMR 4.03(3),to the best of my knowledge,information and belief, > if Section B indicates that either an RAO Statement,Phase I Completion Statement and/or Periodic Review Opinion is being provided,the response action(s)that is(are)the subject of this submittal(i)has(have)been developed and implemented in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,and(iii)comply(ies)with the identified provisions of all orders,permits,and approvals identified in this submittal. I am aware that significant penalties may result,including,but not limited to, possible fines and imprisonment, if I submit information which I know to be false,inaccurate or materially incomplete. 1. LSP#: 14303 2. First Name: DAVID C 3. Last Name: BENNETT 4. Telephone: 5088966630 5. Ext.: 6. FAX: 7. Signature: D"ID C BENNETT s 1t of Al c7& 8. Date: 02/29/2008 � , 9.LSP Stamp: mm/dd/yyyy Electronic LV Seal H. PERSON MAKING SUBMITTAL: 1. Check all that apply: a.change in contact name b.change of address ❑ c. change in the person undertaking response actions 2. Name of Organization: ITRAIDEWINDS CONDOMINIUMS LLC 3. Contact First Name: AIM 4. Last Name: IWALSH 5. Street: 194 SAINT BOTOLPH STREET 6.Title: 7. City/Town: 11130STON 8. State: MA 9. ZIP Code: 021160000 10. Telephone: 11.Ext.: ll 12. FAX: Revised:02/28/2006 Page 5 of 7 Massachusetts Department of Environmental Protection 'Bureau of Waste Site Cleanup BWSC104 7L--1 RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number Pursuant to 310 CMR 40.1000(Subpart J) - 20861 I. RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF PERSON MAIUNG SUBMITTAL: ✓® 1. RP or PRP ® a. Owner 11 b. Operator ❑ c. Generator In d. Transporter Ile. Other RP or PRP Specify: ❑ 2. Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) ❑ 3. Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.50)) ❑ 4. Any Other Person Making Submittal Specify Relationship: J. REQUIRED ATTACHMENT AND SUBMITTALS: 1. Check here if the Response Action(s)on which this opinion is based, if any,are(were)subject to any order(s),permit(s) ❑ and/or approval(s)issued by DEP or EPA. If the box is checked,you MUST attach a statement identifying the applicable provisions thereof. ❑ 2. Check here to certify that the Chief Municipal Officer and the Local Board of Health have been notified of the submittal of an RAO Statement that relies on the public way/rail right-of-way exemption from the requirements of an AUL. a3. Check here to certify that the Chief Municipal Officer and the Local Board of Health have been notified of the submittal of a RAO Statement with instructions on how to obtain a full copy of the report. 4. Check here to certify that documentation is attached specifying the location of the Site,or the location and boundaries of Qthe Disposal Site subject to this RAO Statement. If submitting an RAO Statement for a PORTION of a Disposal Site, you must document the location and boundaries for both the portion subject to this submittal and,to the extent defined,the entire Disposal Site. 5. Check here to certify that,pursuant to 310 CMR 40.1406,notice was provided to the owner(s)of each property within the 0 disposal site boundaries,or notice was not required because the disposal site boundaries are limited to property owned by the party conducting response actions. (check all that apply) ❑ a. Notice was provided prior to,or concurrent with the submittal of a Phase II Completion Statement to the Department. ❑ b. Notice was provided prior to,or concurrent with the submittal of this RAO Statement to the Department. Q c. Notice not required. d. Total number of property owners notified,if applicable: 6. Check here if required to submit one or more AULs. You must submit an AUL Transmittal Form(BWSC113)and a ❑ copy of each implemented AUL related to this RAO Statement. Specify the type of AUL(s)below: (required for Class A-3,A-4,B-2,B-3 RAO Statements) Fla. Notice of Activity and Use Limitation b. Number of Notices submitted: ❑ c. Grant of Environmental Restriction d. Number of Grants submitted: ® 7. If an RAO Compliance Fee is required for any of the RTNs listed on this transmittal form,check here to certify that an RAO Compliance Fee was submitted to DEP,P.O. Box 4062, Boston, MA 02211. ® 8. Check here if any non-updatable information provided on this form is incorrect,e.g.Site Address/Location Aid. Send corrections to the DEP Regional Office. 9. Check here to certify that the LSP Opinion containing the material facts,data,and other information is attached. Revised:02/28/2006 Page 6 of 7 Massachusetts Department of Environmental Protection e Bureau of Waste Site Cleanup BWSC104 RESPONSE ACTION OUTCOME (RAO) STATEMENT Release Tracking Number Pursuant to 310 CMR 40.1000(Subpart J) - 20861 K. CERTIFICATION OF PERSON MAKING SUBMITTAL: 1.I,1JIM WALSH 1,attest under the pains and penalties of perjury(i)that I have personally examined and am familiar with the information contained in this submittal, including any and all documents accompanying this transmittal form, (ii)that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained in this submittal is,to the best of my knowledge and belief,true,accurate and complete,and(iii) that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. 1/the person or entity on whose behalf this submittal is made am/is aware that there are significant penalties,including,but not limited to, possible fines and imprisonment,for willfully submitting false,inaccurate,or incomplete information. 2 By: JIM WALSH 3. Title: Signature 4. For: TRADEWINDS CONDOMINIUMS LLC 5. Date: 02/29/2008 (Name of person or entity recorded in Section H) mm/dd/yyyy 6. Check here if the address of the person providing certification is different from address recorded in Section H. 7. Street: 8. City/Town: 9. State: 10. ZIP Code: 11. Telephone: 12.Ext.: 13. FAX: YOU ARE SUBJECT TO AN ANNUAL COMPLIANCE ASSURANCE FEE OF UP TO$10,000 PER BILLABLE YEAR FOR THIS DISPOSAL SITE. YOU MUST LEGIBLY COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE. IF YOU SUBMIT AN INCOMPLETE FORM,YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE. Date Stamp(DEP USE ONLY:) Received by DEP on 2/29/2008 7:07:59 PM Revised: 02/28/2006 Page 7 of 7 BENNETT & O'REILLY, INC. LETTER OF - Engineering& Environmental Services TRANSMITTAL 1573 Main Street,P.O. Box 1667 Brewster,MA 02631 (508) 896-6630 FAX(508) 896-4687 TO: DATE: JOB NUMBER: Mr. Andrew Jones, Case Officer 01/17/2008 4798 MA DEP - SERO BWSC/ERS REGARDING: 20 Riverside Drive IMMEDIATE RESPONSE ACTION PLAN Shipping Method: Former Tradewinds Motel, RTN 4-20861 780 Craigville Beach Road — Hyannis, MA [Assessor's Regular Mail ❑ Federal Express ❑ Map 47B, Parcel 07-006] Certified Mail ❑ UPS ❑ =' Priority Mail ❑ Pick Up ❑ $ c_� Express Mail F✓ Hand Deliver ❑ e- ' -� COPIES DATE DESCRIPTION 1 01/09/08 IMMEDIATE RESPONSE ACTION PLAN Former Tradewinds Motel, RTN 4-20861 ' 780 Craigville Beach Road — Hyannis, MA [Assessor's Map 47B, arcel 07 006]1 Encl: BWSC-012A, B, C: Bill of Lading (original) BWSC-103: Release Notification Form w/eDEP.Submittal Summary & Receipt BWSC-105: Immediate Response Action Transmittal Form w/eDEP Submittal Summary & Receipt For review and comment: ❑ For approval: ❑ As Requested: ❑ For your use: REMARKS: cc: Mr. Jim Walsh, Owner—Tradewinds Condominiums, LLC. (bound report) Inspector Martin MacNeely - COMM Fire Department (Narrative, title page, site plan, transmittal forms only) Mr. Tim O'Connell, Agent— Barnstable Board of Health (Narrative, title page, site plan, transmittal forms only) Mr. Rob Gatewood, Agent— Barnstable Conservation Commission (Narrative, title page, site plan, transmittal forms only) Mr. John Klimm — Barnstable Town Manager (Narrative, title page, site plan, transmittal forms only) From: Todd Everson/gjb If enclosures are not as noted,kindly notify us at once 9 ENNET T A REILLY, Inc. Engineering, Environmental & Surveying Services 1573 Main Street Sanitary 21E/Site Remediation Property Line PO Box 1667 Site Development Hydrogeologic Survey Subdivision Brewster,MA 02631 Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 Water Supply Licensed Site Professional Trial Court Witness 508-896-4687 Fax B007-4798 January 9, 2008 Mr. Andrew Jones, Case Officer MA DEPARTMENT OF ENVIRONMENTAL PROTECTION (MA DEP) Southeast Regional Offices (SERO) Bureau of Waste Site Cleanup/Emergency Response Section(BWSC/ERS) 20 Riverside Drive Lakeville, MA 02347 RE: IMMEDIATE RESPONSE ACTION PLAN Former Tradewinds Motel, RTN 4-20861 780 Craigville Beach Road—Hyannis, MA [Assessor's Map 47B, Parcel 07-006] Dear Mr. Jones, BENNETT & O'REILLY, INC. has prepared the following Immediate Response Action Plan (IRAP) and Supporting Documentation as a summary of preliminary response, environmental assessment, remedial response and environmental monitoring performed at the above referenced property in the initial 60 days since release discovery and MA DEP Release Notification. This work has been conducted under verbal approvals from the Department to mitigate environmental and human health hazards associated with the release of an unknown quantity of kerosene from an abandoned and previously unknown 275-gallon underground storage tank (UST), in accordance with the provisions of the Massachusetts Contingency Plan (MCP), 310 CMR 40.0000, as specifically pertaining to section 40.0410. This Immediate Response Action Plan further establishes the technical rationale and justification for the additional response actions proposed herein. The Immediate Response Action was initiated as a UST removal and closure assessment as was initially discovered during property re-development. Upon removing the UST from its grave, apparent environmental impact was reported in soils as based on elevated total organic volatile (TOV) concentrations in jar headspace as qualifying for a 72 Hour Reporting Condition. Subsequent to providing verbal Release Notification to the Department (Dan Crafton) and receiving verbal approvals for the removal of contaminated soil and groundwater, BENNETT & O'REILLY, INC. directed excavation operations with technical guidance based on field TOV headspace screening of end-point soil samples. A vacuum truck was utilized to suppress groundwater in order to advance the bottom-of-hole beyond the capillary fringe. At which point field screening of confirmatory soil samples indicated that all significant soil impact had been effectively removed, groundwater suppression was halted and the area of soil removal was JANUARY 9,2008 FORMER TRADEWINDS MOTELBO074798 y PAGE 2 OF 13 IRAP/RTN 4-20861 capped with plastic sheeting to avoid the exacerbation of environmental conditions. The contaminated stockpile was similarly placed on plastic sheeting and capped against precipitation. The following week the capped area of excavation was reported as filled with rainwater as effectively halting construction progress at the site. Based on the request of the contractor, BENNETT & O'REILLY, INC. collected a representative sample of Standing Water in order to qualify extractable/volatile petroleum hydrocarbon (EPH/VPH) and target analyte (PAH/BTEX) concentrations in consideration of pumping the Standing Water from the capped area of excavation with discharge to upland ground surface. Laboratory analytical results reported all EPH/PAH and VPH/BTEX concentrations as less than or equal to the most restrictive GW- 1/GW-2/GW-3, Method 1 — Risk Characterization thresholds. As such, after securing approval from the Barnstable Conservation Commission, BENNETT & O'REILLY, INC. directed the contractor to pump the standing water from the capped excavation to upland ground surface through a series of hay bales, as required by the Barnstable conservation agent. The contractor subsequently removed the plastic sheeting, constructed and installed the prescribed structure venting system as a contingency for additional potential response actions, and completed the backfill in advance of construction activities. Laboratory analytical results associated with the contaminated stockpile reported a total petroleum hydrocarbon(TPH) concentration as greater than the strictest S-1 (GW-1), Method 1 — Risk Characterization standard wherein fingerprint analysis reported kerosene as the contaminant. Laboratory analysis associated with end-point soil samples reported all TPH, EPH/PAH and VPH/BTEX concentrations as below reportable limits (BRL) wherein the reporting limits were significantly less than the most restrictive S-1 (GW-1/GW-2/GW-3), Method 1 criteria. As such, laboratory analytical has demonstrated the effective removal of significant soil impact following the excavation and a condition of No Significant Risk is applicable to the former area of significant soil impact wherein background conditions in soils are reported. The removal of some 26 yards (39.62 tons) of impacted soils has effectively eliminated the kerosene source and apparently mitigated potential exposure threats to identified human and environmental receptors. Soil concentrations of petroleum hydrocarbons at the extent of excavation are reported as consistent with background. Initial groundwater monitoring has reported all TPH concentrations as BRL wherein the reporting limits were equal to the applicable and most restrictive GW-1, Method 1 — Risk Characterization standard. Wherein the utility of monitoring well MW-1 has been established as directly downgradient from the release area, and the initial groundwater monitoring relied on TPH analysis as a screening tool, additional groundwater sampling with EPH/VPH analyses, as within the projected spatial and temporal solute transport pathways, is proposed herein to qualify any residual groundwater impacts in accordance with MA DEP Policy #WSC-02-411, Implementation of the AfADEP VPHIEPH Approach. With the completion of contaminated soil removal and confirmatory soil sampling presented, the additional environmental monitoring proposed herein is appropriate and necessary to further qualify potential exposure risks associated with groundwater in support of project closure with a Class A Response Action Outcome (RAO). JANUARY 9,2008 FORMER TRADEWINDS MOTELBO074798 PAGE 3 OF 13 I RAP/RTN 4-20861 This work has proceeded under my oversight in a manner consistent with the MCP Response Action Performance Standards (RAPS) pursuant to 310 CMR 40.0191 and the QA/QC policies of BENNETT & O'REILLY, INC. The facts and statements herein are, to the best of our knowledge, a true and accurate representation of the Site activities,remedial response actions and environmental conditions associated with the project. ENVIRONMENTAL CONDITIONS [Refer to Appendix A] The subject property, 780 Craigville Beach Road in Centerville, MA, is located along the north side of Craigville Beach Road, east of the intersection of Craigville Beach Road and Lake Elizabeth Drive. The residential property contains some 5.28 acres of land area and is currently being developed with condominiums. The surrounding area is moderately developed in residential use, with minor commercial development along Craigville Beach Road to the north. Access to the subject property is restricted by security fencing with high frequency/low intensity of use with children potentially present [Refer to Figure 1]. Access to the area of release, as is partially located beneath the footprint of a condominium under construction, is restricted with high frequency/low intensity of use with children potentially present. As such, on-site workers and future residents of the condominium are identified as the primary potential human receptors. Hydrogeologic references indicate groundwater exists at approximately 3' NGVD as reported within 7' (+/-) of grade surface. Regional groundwater contours indicate a southerly flow direction towards Centerville Harbor and Nantucket Sound beyond. However, Site-specific groundwater contours computed during a high tide indicate an easterly flow direction towards Halls Creek. Lake Elizabeth is also reported as abutting the subject property to the northwest, with associated unnamed wetlands to the north and northeast as adjacent to the subject property. As such, Lake Elizabeth and its associated unnamed wetlands, Halls Creek, Centerville Harbor and Nantucket Sound beyond are identified as the primary potential environmental receptors [Refer to Figure 2]. According to the MA DEP BWSC GIS mapping program, the subject property is not located within the Zone II protective radius of a Public Water Supply (PWS), nor is it located within the Zone A protective radius of any surface water reservoir. No private wells are known to exist within 500 feet of the Site wherein the area is serviced by the Barnstable municipal water supply and distribution system. The subject property is located within a Potential Drinking Water Source Area (PDWSA). Based on this mapping, as well as the proximity to groundwater and hydrogeologic conditions, the GW-1, GW-2 and GW-3 groundwater categories are applicable to Method 1 — Risk Characterization, per 310 CMR 40.0974. Based on Site conditions relative to frequency/intensity of use and accessibility of soils, wherein the former release area is projected as partially underlying the footprint of a condominium under construction, the S-1, S-2 and S-3 (GW-1/GW-2/GW-3) Method 1 — Risk Characterization standards are applicable to any residual soil impact in accordance with the provisions of 310 CMR 40.0975 [Refer to Figure 3]. These risk standards were developed in consideration of potential ingestion, inhalation and dermal contact exposures to humans and significant environmental impacts. JANUARY 9,2008 FORMER TRADEWINDS MOTELB007-4798 • r PAGE 4 OF 13 IRAP/RTN 4-20861 BACKGROUND [Refer to Appendix B] As part of ongoing construction activities at the subject property, an historic, undocumented UST was discovered during excavation operations for footing/foundation installation. On November 2, 2007, BENNETT & O'REILLY, INC. was on-Site to direct UST removal operations as associated with historic residential storage of petroleum as a fuel source. Upon inspection of the partially exposed UST, BENNETT & O'REILLY, INC. personnel departed the Site to obtain the proper Fire Department UST Removal Permit from the Centerville-Osterville-Marstons Mills (COMM) Fire Department. At the same time, BENNETT & O'REILLY, INC. personnel collected soil samples of the clean overburden stockpile (Clean OB SP) and the clean overburden above the tank grave (Clean OB:0-4' bgs). Field screening of these soil samples reported TOV headspace concentrations as below the detectable limits (BDL, <0.1 ppmv) of the instrument as indicating no significant impact to the overburden soils. BENNETT & O'REILLY, INC. personnel also advanced a pair of hand borings (HB), HB-1 and HB-2, some 2-3' beyond the east and south sidewalls of the tank grave, respectively, to qualify the magnitude and extent of potential significant impact. Field PID screening of soil samples collected from hand borings indicated potential impact in capillary fringe soils along the east sidewall. PID screening of soil samples collected from hand borings HB-1 and HB-2 further indicated no significant impact in vadose soils, and no significant impact in capillary fringe soils beyond the south sidewall. BENNETT & O'REILLY, INC. personnel returned to the Site as accompanied by Inspector Martin MacNeely of the COMM Fire Department as a local authority and witness to the prescribed tank removal. BENNETT & O'REILLY, INC. subsequently directed the excavator, C.C. Construction, Inc., to remove clean overburden surrounding the tank grave, and subsequently, the tank itself. Following the removal of the UST, the tank was secured in a box truck of an environmental contractor, EnviroSafe Corporation. Field screening of representative soil samples from the tank grave sidewalls reported elevated TOV headspace concentrations (>100 ppmv) as indicating significant soil impact as a result of historic petroleum storage. BENNETT & O'REILLY, INC. subsequently provided verbal Release Notification under a 72 Hour Condition to the MA DEP — Bureau of Waste Site Cleanup (Dan Crafton) wherein verbal authorization to remove up to 10 yards of contaminated soils and up to 500 gallons of oily water was provided under an IRA. IMMEDIATE RESPONSE ACTION [Refer to Appendix B] Soil Based on the elevated TOV concentrations reported along the extent of the tank grave (28 —280 ppmv), BENNETT & O'REILLY, INC. directed the excavator to advance the sidewalls of the excavation in all directions, and advance the bottom-of-hole to groundwater, to mitigate significant soil impact. Clean overburden was segregated and stockpiled separately. Upon reaching groundwater, no sheen was observed. BENNETT & O'REILLY, INC. subsequently collected end-point soil samples from the sidewalls of the excavation for field screening wherein the east and west sidewalls still reported elevated headspace concentrations (>30 ppmv) as indicating significant residual impact along those exposure point locations. As such, the JANUARY 9,2008 FORMER TRADEWINDS MOTELB007-4798 • t PAGE 5 OF 13 RW/RTN 4-20861 excavator was directed to remove additional soils along the east and west sidewalls. Field screening of representative soil samples from those newly established sidewalls reported low- level TOV concentrations as indicating no significant impact. BENNETT & O'REILLY, INC. then directed EnviroSafe personnel skim groundwater in order to advance the bottom-of-hole. At which point the bottom-of-hole was advanced marginally into groundwater, a confirmatory soil sample was collected wherein field screening reported a low-level TOV concentration of 8.9 ppmv as indicating no significant impact. Wherein field screening had indicated the effective removal of all significant soil impact, BENNETT & O'REILLY, INC. directed C.C. Construction personnel to cap the contaminated stockpile with plastic sheeting against precipitation. Subsequent to the completion of groundwater skimming, C.C. Construction and EnviroSafe personnel capped the area of excavation with plastic sheeting against precipitation as could exacerbate environmental conditions. The final dimensions of the area of contaminated soil removal measured approximately 15' x 15' x 3' (D). The final volume of groundwater removed was 347 gallons as was transported to Clean Harbors in Braintree, MA (Hazardous Waste Manifest #000166669 JJK). All soil samples were collected in the appropriately preserved laboratory containers for TPH/EPH/VPH analyses and placed on ice in a cooler. Due to significant precipitation, the capped area of excavation filled with rainwater over the weekend following the contaminated soil removal. The construction contractor, JK Scanlan, requested a letter from BENNETT & O'REILLY, INC. that qualified the standing water as safe and appropriate for pumping from the capped excavation to upland ground surface. As such, BENNETT & O'REILLY, INC. traveled to the Site on Monday, November 5, 2007, to perform an inspection of the standing water and collect representative water samples for laboratory analysis of EPH/PAH and VPIVBTEX concentrations under a 48-hour Rush turnaround in review of the historic petroleum storage. Similarly, the contaminated stockpile (Cont SP) soil sample was submitted for TPH with hydrocarbon fingerprint analysis under a 3-day Rush turnaround in consideration of disposal characterization. Laboratory analysis received Wednesday, November 7, 2007, reported all EPH/PAH and VPH/BTEX concentrations in the Standing Water within the capped excavation as less than or equal to the most restrictive GW-1/GW-2/GW-3, Method 1 — Risk Characterization standards. Based on the location of the Site and projected area of discharge as within the 100' buffer zone to the abutting vegetated wetland, BENNETT & O'REILLY, INC. consulted the Barnstable Conservation Commission (Rob Gatewood, Conservation Agent) regarding the pumping and discharge of Standing Water to upland ground surface. Based on the laboratory analytical demonstrating no significant impact to the Standing Water within the capped excavation, and in consideration of ongoing construction operations and remedial response actions at the subject property under an existing Order of Conditions, Mr. Gatewood determined that an amended Order of Conditions relative to the pumping and discharge of standing water was not necessary. Mr. Gatewood requested the standing water be discharged through a series of hay bales to avoid potential siltation of the resource. Subsequent to Mr. Gatewood's approval, BENNETT & O'REILLY, INC. submitted a letter of findings to JK Scanlan stating that based on laboratory analysis, the standing water was safe to discharge to ground surface without exacerbation of environmental conditions under the provisions of 310 CMR 40.0045(4). JK Scanlan removed JANUARY 9,2008 FORMER TRADEWINDS MOTELJB0074798 PAGE 6 OF 13 IRAP/RTN 4-20861 the standing water from the capped excavation on Friday, November 9, 2007 as pumped to an upgradient location away from the wetland area. A structure venting system, as constructed of 4" schedule 40 perforated PVC laterals set in 1 1/2"washed stone aggregate and capped with filter fabric, was installed along the bottom-of-hole as some l' above the groundwater interface. The venting system was completed with a solid 4" PVC riser set above grade surface, and the area of excavation was backfilled in advance of additional construction operations. Laboratory analysis received Thursday,November 8, 2007, reported a TPH concentration of 220 mg/Kg, for the contaminated stockpile as greater than the strictest S-1 (GW-1), Method 1 — Risk Characterization threshold. Petroleum hydrocarbon fingerprint analysis identified kerosene/lubricating oil as the contaminant. This remedial waste was transported under a properly executed Bill of Lading to the South Dennis Aggregate Industries asphalt batch facility on Wednesday, November 28, 2007. Laboratory analytical associated with representative end- point soil samples reported all TPH, EPH/PAH and VPH/BTEX concentrations as BRL wherein the reporting limits were less than the most restrictive S-1 (GW-1/GW-2/GW-3), Method 1 — Risk Characterization standards. As such, laboratory analytical has demonstrated the effective removal of all significant impact as a result of historic underground kerosene storage wherein a condition of No Significant Risk relative to the former release area. The laboratory results associated with the confirmatory soil sampling are presented in Table 1 and Table 2. The significance of these results is further discussed in the Risk Characterization section of this report. TABLE 1: TRADEWINDS CONDOS,780 CRAIGVILLE BEACH ROAD;RTN 4-20861 SUMMARY OF TPH/EPH LABORATORY ANALYSIS-REMEDIAL RESPONSE METHOD 1 -RISK CHARACTERIZATION: SOIL [µg/L=ppb] Exposure Point RESULTS S 1 SOIL STD, S-2 SOIL STD. S 3 SOIL STD,' . DHL CONTACT UPPER CONC. Location (µg/g=ppm) (jlg/g.=ppm) cug/g ppm) ()'Wg-ppm) STANDARDS LIMITS 310 CMR 310 CNa. 310 CN'R.:; (µg/g ppm) 40.0975(6)(a) 40.0975(6)(a) 40.0975(6)(a)„ 310CMR40.0985(6) (µg/g=ppm)' (depth below grade surface 11/2/07 GW-1/GW-2/GW-3 GW-1/GW-2/GW-3 .GW-1/GW-2/GW-3 S-1/S-2/S-3'..' 310 CMR 40.0996 7 _ I I Clean OB(0-4'bgs) t TPH BRL <60 200/800/800.. 200/2,000/2,000 200/5,000/5,000 800/2,000/5,000 10,000 SW-Nx:0-3'(4-7'bgs) TPH BRL <65 11! 200/800/800 200/2,000/2,000 200/5,000/5,000'' 800/2,000/5 000'1 i 10,000 SW-Sx:0-3'(4-7'bgs) i TPH BRL <63 200/800/800 . 200/2 000/2,000.!r 200/5,000/5,000 '' 800%2,00015,000 10,000 ,. SW-Ex2:0.3'(4-7'bgs) i TPH BRL <63 200/800/800 : 200/2,000/2,000. 200/5,000l5,000 800/2;000/5,000. '.1Q000, 6 SW-Wx2:0-3'(4-7'bgs) a r, -1, PH C9-C18 Aliphatics BRL(<32) 1;000/11000/1,000 2 500/2,500/2 500' S 000l5,000l5,000 1 000/2,500/5,000 120,000 C19-06 Aliphatics BRL(<32) 2,500/2 500/2 500 5 000/5 000l5 000 5 000l5 000l5 000 2 500/5,000/5 000 20,000 Cl1-C22 Aromatics BRL(<32) 200/800/800 200%2 000/2 000 20015 00015 000 800/2,000/2 000! 10 000 Tar met PAH Naphthalene BRL(<0 54) 4/40/500 4/40/1,000 4/40/3 000 50011,000/3 000 10 000 2-Methy1naphthalene BRL(<0.54) i' 4/500500 1. 4/1 000/1 000 4/2 000/1 000 500/1,000/2 000 10 000 'd'a Acenaphthylene BRL(<0.54) 100/100/100 : 100/2,500/1,000'`' 100/2,500/1,000'' 100/2,50012,500 10,000 JANUARY 9,2008 FORMER TRADEWINDS MOTELJB007-4798 PAGE 7 OF 13 1RAP/RTN 4-20861 TABLE 1: TRADEWINDS CONDOS,780 CRAIGVILLE BEACH ROAD;RTN 4-20861 SUMMARY OF TPH/EPH LABORATORY ANALYSIS-REMEDIAL RESPONSE METHOD 1 -RISK CHARACTERIZATION: SOIL [µg/L=ppb] P ,II f ,, +t I13fi [ �` i 'f Ilk't i t t 4, Ufa I,I.>�q Ia 1'1 iz vlF Exposure Point RESULTS S-1 SOIL STD S 2 SOIL STD S 3 SOILI STD 'DIR CONTACT UPPER CONC. jo �.i:k I Y ( /gl-i'PlPt mI)I lhl STI ADAR DS Location (µg/g—PPm) P41 Pm LIMITS ',a f, .!, 310 I; 4 310 CMR 310 CMR 1°�it (µF�g=PPm) t, 40 0975(6)(a) 40 007 (6)(a) 40 0975(6)(a) '; 310 CMR 40.0985(6) (µg/g 'ppm) (depth below grade surface) 11/2/07 GV✓1/GW-2/GW 3 GW I/GW-2/GW-3 GW 1/GW-2/GW 3,i, }� S 1/S'2/S i 310 CMR 40 0996 7 Aces hthene BRL <0.54 20/1,000/1,000 . 20/2,500/2,500 20/5,006/4,000` . 1,00012,500/5,000 10,000 It1I Fluorene BRL(<0.54) 400/1 000/1,000 400/2 000/2 000 400/5,000/4 000: 1 060/2,000/5,000 7 10 600 Phenanthrene BRL(<0.54) 1 700/1000/100 700/2 500/100 7002 500/1001 1 1 000/1,500/2,500.i 16,000 11 Benzo[a]Pyrene BRL(<0.54) 2/2/2 4/4/4 30/30/30 2/4/30 l E 300 � •�. Indeno[1,2,3-c,d]pyrene BRL(<0.54) 7!7/7 40/40/40 300/300%300 ) 7/40l300 3 000 Dibenzo[a,h]anthracene BRL(<0.54) 0 7/0.7/0.7 4/4/4 : 30/30A0 0:7/4/30 300 . All Other PAHs BRL <0.54 >_7/7/7 1 >IO/10/10 >40/40%40 >7/10/40:ii F,� >400 , BOH©3'(7'bgs) EPH n' ' C9-C18 Aliphatics 13RL(<34) 1,000/1,000/1,000 2 500/2,500/2,500" 5 00015,000/5,000:. 1000/2,500/5,000 ' 20,000 C19-C36 Aliphatics BRL(<34) .2,500/2,506/2,500 5,6001,000/5,000� 5 000/5,00015,000 2 500/5,000/5 000. ,20 000 CI1-C22 Aromatics BRL(<34) 200/800/800 200/2,000/2 000 200/5,000/5 000. 8002,000/2 000 10 000 Tar ete PAH Naphthalene BRL(<0.57) 4/40/500 f 4/40/1,000 4/40/3 000 ,t 500/1,000/3,000 I0,000 2-Methylnaphthalene BRL(<0.57) 4/500/500 411,00011,000 4/2,000/1 000 500/1,000/2 000:, i0 000 Acenaphthylene BRL(<0.57) 100/100/100 100/2,500/1,000 100/2,500/1,000 100/2,500/2,500, ]0 000 Acenaphthene BRL(<0.57) 20/1 000/1,000 20/2 500/2 500 20/5 000/4 000 1 000/2,500/5,000 10000, 1, Fluorene BRL(<0.57) 400/1,000/1,000 4002,000/2,000 400/5,000/4 000 " 1,000/2,00015 000 10 000 Phenanthrene BRL(<0.57) 700/1,000/100 700/2,500/100 i 700/2,500/100 i 1 000/2,500/2 500 10 000; Benzo[a]PYrene BRL(<0.57) 2/22 4/4l4 1 30/30/30 .2/4/30 300 Indeno[1,2,3-c,d]pyrene BRL(<0.57) 7/7/7 40/40/40 300/300/300 {` 7/40/300 3,000 Dibenzo[a,h]anthracene BRL(<0.57) 0.7/0.7/0.7 4/4/4 30/30/30 t 0.7/4/30 300 All Other PAHs BRL <0.57 >7/7/7, >I0/10/10 :, >40/40/40 a >_7/10/40 + >400 a TPH=Total Petroleum Hydrocarbons EPH=Extractable Petroleum Hydrocarbons,PAH=Polynuclear Aromatic Hydrocarbons BRL=Below Reportable Limit Shaded areas represent Applicable MCP criteria. TABLE 2: TRADEWINDS CONDOS,780 CRAIGVILLE BEACH ROAD;RTN 4-20861 SUMMARY OF VPH LABORATORY ANALYSIS-REMEDL&L RESPONSE METHOD 1—RISK CHARACTERIZATION: SOIL [µg/L=ppb] Exposure Point RESULTS S-1 SOIL STD. S-2 SOIL STD. t' S-3 SOIL STD.1 'N.DIR.CON TACT- + t, , ` UPPER CON.C: Location (µg/g=PPm) (Rg/B=PPm) (µg/g PPm) (µg/g.=!ppm) } ,` STDS' ''; LIMITS 310 CMR 310 CMR t 310 CMR (µg/g=ppm)[' c40.0975(6)(a),. i 40.0975(6)(a) 40.09,75(6)(a)•' -` +310.CMR 40.0985(6) (µg/g ppm),;;:" (depth below ade surface 11/2/07 GW-1/GW-2/GW-3 GW-1/GW-2/GW-3, GW-1/GW-2/GW-3, S-1/S-2/S-3 s r.6. 310 CMR 40.0996(7) d� +,"i 11 t Clean OB(0-4'bgs) TPH Ref.to Table 3 No4 licable Not licable it Noi A licable ._ Not Applicable:] Not' licable SW-Nx:0-3'(4-7'bgs) TPH Ref.to Table 3 Not Applicable Not Applicable 4- Not Applicable_ ,,,,,,_Not Applicable; Not licable JANUARY 9,2008 FORMER TRADEWINDS MOTEL/BO07-4798 PAGE 8 OF 13 aAP/RTN 4-20861 TABLE 2: TRADEWINDS CONDOS,780 CRAIGVILLE BEACH ROAD; RTN 4-20861 SUMMARY OF VPH LABORATORY ANALYSIS-REMEDIAL RESPONSE METHOD 1—RISK CHARACTERIZATION: SOIL [µg/L=ppb] 1' S i 3 SOIL SD DI� CONTACT` UPPER CTOSN-2 SOIL C.Exposure Point RESULTS S-1SOILSTD 9=PPm Pm)Location (µPg—PPm) (µB= m STDS j. 310 CMR 310 CMR 6 3 10 CMR 40.0975(6)(a) 40.0975(6)(a) 40.0975(6)(a) 310 CMR 40.0985(6) :(µg/g=ppm) (depth below grade surface) 11/2/07 GW-1/GW-2/GW-3 GW-I/GW-2/GW-3 GW-1/GW-2/GW-3 '%i $-1/S-2/S-3 ,` 310'CMR 40.0996(7) SW-Sx:0-3'(4-7'bgs) TPH Ref.to Table 3 Not licable Not A li'eable Not hcable:,' Not A hcable Not licable r... SW-Ex2:0.3'(4-7'bgs) TPH k� d' I Ref.to Table 3 Not A' licable; Not A licable Not A"p licable Not Apphcable Not Applicable: ` SW-Wx2:0-3'(4-7'bgs) VPH C5-C8 Aliphatics BRL(<1.1) 100/100/100 500/500/500 50015001500 100/56wo0 5 000 1,000/1 000/1 000 2 500/2 500/2,500 S 000/5,000/5 000 1,000/2,500/5 000 20,000 C9-C12 Aliphatics BRL(<1.1) :^ `1001100/100 100/500/500 100/500/500 'P'100/5001500 5 000 C9-C10 Aromatics BRL(<1.1) a Target BTEX MtBE BRL(<0.05) 0 1/100/100 0 1.11001500 0 1/100/500 10015001500 5,000 Benzene BRL(<0.11) 200/30 ' 2/200/200 2. 7*/900 30/200/900' 9,10010 1 i' L 30/3t '/500 30/300/1,000 30/300/1 000 500/1,000/3,000, 10,000 1, Toluene BRL(<O.11) 80/500/500 80/1,0001500 '. 80/2,500/500 500/1,000/2,500 10,000 Ethylbenzene BRL(<O.11) p' q x t. , m/p-Xylene BRL(<0.11) 400/306/300 400/300/300 400/300/300 500/1,000/3,000, 10,000, 400/300/300 400/300%300 400/300/360. 50011,00013 000' 10 000 ! o-Xylene BRL(<O.11) ;, 4/40/500 4/40/1,000 4/40/3 000 500/1,000/3,000 Naphthalene BRL <0.54 BOH@3'(7'bgs) VPH 100/100/100 1 500/500/500 500/500/500 100/560/500 5,000 C5-C8 Alihatics BRL <1.1 P ( ) 1,000/1,000/1 000: 2,50 0/2,500/2,500 5,000/5 000/5,000 1,00 0/2,500/5,000 20,000 C9-C12 Aliphatics BRL(<1.1) u., C9-C10 Aromatics BRL(<l.l) ; 100/100/1w 10015001500 10015001500 10015001500 5,000 Target BTEX MtBE BRL(<0.05) ':0.1/100/100 , 0.1/100/500 0.1/100/500 ' 100%500l500 ;,5 000 i Benzene BRL(<O.11) 2/30/30 2/200/200 2/700/900 30/200/900 9,000 Toluene BRL(<0.11) 30/300/506 30/300/1,000 310/300/1000 ' 50011,000/3 000, 10 000 Ethylbenzene BRL(<0.11) 80/500/500 " 80/1 000/500 80/2,500/500 500/1,000/2,500 10 �'060 '. i m/p-Xylene BRL(<O.11) 406/360/300' 400/300/3,00 400/300/300 500/1,000/3,0001, 101000, 400/300/300 400/300/300 400/300/300 „ 500/1,000/3,000 1,jo,000 o-Xylene BRL(<O.11) a hthalene BRL <0.55 4/40800 4/40/1,000 4/40/3,000 500/1,000/3,000 10,000 1, ,h. t. TPH=Total Petroleum Hydrocarbons VPH=Volatile Petroleum Hydrocarbons,BTEX=Benzene/Toluene/Ethylbenzene/Xylene BRL=Below Reportable Limit Shaded areas represent applicable MCP criteria. Subsequent to the receipt of the completed Bill of Lading and associated cover letter from Aggregate Industries on December 6, 2007, BENNETT & O'REILLY, INC. became aware that some 26 yards (39.62 tons) of contaminated soils had been removed from the release area as exceeding the MA DEP verbal authorization threshold of 10 cubic yards. BENNETT & O'REILLY, INC. contacted the Department (Andrew Jones, Case Officer) that day to report the JANUARY 9,2008 FORMER TRADEWINDS MOTELJB007-4798 i PAGE 9 OF 13 IRAP/RTN 4-20861 exceedance wherein an extension of the 10 yard limit was granted for an additional 16 yards as totaling 26 cubic yards of contaminated soils to match the volume excavated. Groundwater BENNETT & O'REILLY, INC. traveled to the subject property on November 28, 2007 to install a series of monitoring wells in order to qualify groundwater. Following consultation to the contractor on proposed monitoring well locations and utility, BENNETT& O'REILLY, INC. advanced hand borings HB-1, HB-2 and HB-3 to the east, south and north of the release area, respectively,to qualify potential exposure risks to human(residences via inhalation) and wetland receptors (Refer to Site Plan). Two-foot soil samples were collected from grade surface to groundwater at each of the hand boring locations. Field screening of the soil samples collected reported all TOV headspace concentrations as BDL (<O.1 ppmv) of the photoionization detector [PID, Thermo Environmental 580B OVM, 11.8 eV lamp calibrated to benzene standard with isobutylene gas] as indicating no significant impact to vadose or capillary fringe soils at those locations. BENNETT & O'REILLY, INC. subsequently installed s series of three 2" PVC monitoring wells with #10 slot screens set across the groundwater interface. Top of casing elevations were surveyed to a common vertical datum in review of Site-specific groundwater contours. BENNETT & O'REILLY, INC. returned to the Site on November 29, 2007 to complete the initial groundwater monitoring event and qualify hydrogeologic characteristics towards development of the projected temporal solute transport pathway. BENNETT & O'REILLY, INC. recorded static water level measurements in each of the monitoring wells as established an easterly groundwater flow direction across the Site. A slug test was performed towards aquifer characterization and Site-specific hydraulic conductivity. The data recorded from the slug test was used with the Gerahty & Miller Aqtesolv software to calculate a groundwater flow velocity of 0.02 feet/day, with a corresponding Time of Travel from the extent of excavation to the downgradient monitoring wells MW-1 and MW-2 as 1,487 days and 681 days, respectively. Such data was used to qualify the testing of MW-1 as representative of groundwater impacts and absolve an issue of Substantial Release Migration (SRM) in consideration of the historic nature of the release. BENNETT & O'REILLY, INC. completed the monitoring event by collecting groundwater samples from the three monitoring wells for TPH concentrations as a screening method. Laboratory analytical reported TPH concentrations for all of the monitoring wells as BRL wherein the reporting limits were equal to the most restrictive GW-1, Method 1 — Risk Characterization standard. The groundwater laboratory analytical results are presented in Table 3. The Monitor Well Sampling Log, Geologic Borehole Logs and Time of Travel computations are presented in Appendix B. The significance of the spatial and temporal solute transport pathway modeling and the laboratory analytical results is further discussed in the following Risk Characterization and Environmental Monitoring sections of this report. I JANUARY 9,2008 FORMER TRADEWINDS MOTEL/BO07.4798 Y PAGE 10 OF 13 IRAP/RTN 4-20861 TABLE 3: TRADEWINDS CONDOS,780 CRAIGVILLE BEACH RD; RTN 4-20861 SUMMARY OF TPH/EPH LABORATORY ANALYSIS-ENV.MONITORING METHOD 1 -RISK CHARACTERIZATION: GROUNDWATER [µg/L=ppb] Monitoring Well RESULTS GW 1/GW-2/GW 3 j UPPER CONC Location (µg/L-ppb) STANDARDS LIMITS, (per ppb). 11/29/07 310 CMR 40.974(2)WAVE 2 ! 310 CMR 40.0996(7) MW-1 i TPH BRL <200 200/1,000/20,000 ;. 100,000 TPH BRL <200 200/1,000/20,000 100,000,_ . MW-3 TPH BRL <200 200/1,000/20,000 100,000 TPH=Total Petroleum Hydrocarbons BRL=Below Reportable Limits,NT=Not Tested Bold represents concentration greater than strictest Method 1-R.C.criteria. Shaded areas represent applicable MCP criteria. RISK CHARACTERIZATION [Refer to Appendix D] Soil As presented, the S-1, S-2 and S-3 (GW-1/GW-2/GW-3) soil categories are applicable in consideration of Method 1-Risk Characterization, as consistent with the provisions of 310 CMR 40.0975. These standards were developed to evaluate potential ingestion (S-1), inhalation (S-2) and environmental/dermal contact (S-3) exposures, and in consideration of potential leaching of contaminants to groundwater(GW-1/GW-2/GW-3). Laboratory analysis received November 18, 2007 reported all TPH, EPH/PAH and VPH/BTEX concentrations along the extent of excavation as BRL wherein the reporting limits were less than the strictest S-1 (GW-1/GW-2/GW-3), Method 1 — Risk Characterization standards. As such, laboratory analytical has demonstrated a condition of No Significant Risk associated with soils along the former area of release. Groundwater The GW-1, GW-2 and GW-3 groundwater categories are applicable in consideration of Method 1-Risk Characterization, as consistent with the provisions of 310 CMR 40.0974. These standards were developed to evaluate potential ingestion (GW-1), inhalation (GW-2) and environmental/dermal contact (GW-3) exposures. Laboratory analytical results associated with the initial groundwater monitoring event at the Site reported all TPH concentrations as BRL wherein the reporting limits were equal to the strictest GW-1, Method 1 criteria. Site-specific groundwater flow direction has confirmed the utility of monitoring well MW-1 as downgradient from the area of release. As such, laboratory analytical has demonstrated a condition of No Substantial Hazard relative to groundwater conditions at the Site. However, in consideration of potential tidal influence on local groundwater flow, additional environmental monitoring is required to substantiate the utility of existing monitoring wells and further qualify potential groundwater impact associated with the historic release of kerosene to soils and groundwater. JANUARY 9,2008 FORMER TRADEWINDS MOTELBO07-4798 PAGE 11 OF 13 1RAP/RTN 4-20861 The additional prescribed work is presented in the Environmental Monitoring section of this report as appropriate and necessary to meet the Remedial Response Action Performance standards and develop a preponderance of physical evidence to support project closure. Imminent Hazard Evaluation On-Site construction workers have been identified as the primary human receptors, with Lake Elizabeth and its associated unnamed wetlands, Halls Creek, Centerville Harbor and Nantucket Sound beyond noted as the primary environmental receptors. However, based on the contaminated soil removal performed, as well as the Barnstable municipal water supply service to the Site and surrounding area, No Imminent Hazard or Substantial Hazard is apparent under current Site conditions. Based on the laboratory analytical data reporting no significant soil or groundwater impacts following the remedial response, wherein no Method 1 — Risk Characterization groundwater or soil standards are exceeded, and solute transport mechanisms indicate MW-1 as directly downgradient from the release area, it is apparent that there is No Condition of Substantial Release Migration and that the Conceptual Site Model for no significant groundwater impacts is reasonable and scientifically justified. Furthermore, laboratory analytical results, field-testing data and olfactory observations, in consideration of potential exposures associated with soils, groundwater and future indoor ambient air, have demonstrated that no CEPS are complete and that there are no Imminent or Substantial Hazards to human receptors or the environment at the present time with fencing and barrier controls. However, additional groundwater monitoring is appropriate and necessary to evaluate and qualify potential exposure risks relative to potential hazards and substantiate that no Imminent or Substantial Hazard conditions develop. This data will be used to demonstrate a condition of No Significant Risk with respect to all future uses and activities at the subject property as located within a PDWSA. As such, additional groundwater testing and air quality screening is prescribed herein to demonstrate a condition of No Significant Risk at the Site and to support project closure with a Class A Response Action Outcome. Data Usability The Conceptual Site Model (CSM) is presented throughout the IRA Plan as consistent with the provisions of 310 CMR 40.1000. The location of the subject release as defining the Site is depicted on the Site Plan attached in Appendix A. Soil and groundwater samples collected from the Site were done so in a manner consistent with Response Action Performance Standards (RAPS) of the MCP. Field screening was used as a guide to qualify potential media (soil) contamination in order to make informed dynamic decisions at the Site prior to the submittal of samples to a MA Certified laboratory. All groundwater samples were collected upon meeting purge requirements. In some cases, TPH was utilized as a cost saving measure wherein petroleum hydrocarbon impacts were clearly absent as based on field screening of TOV in headspace (soil), and olfactory observations (groundwater). In addition, TOV bias was used to determine "worst case" soil samples for selective EPH/VPH analyses. All laboratory analytical was reviewed and validated by BENNETT & O'REILLY, INC. upon receipt with verification that presumptive certainty requirements were met, and/or that the reported values were JANUARY 9,2008 FORMER TRADEWINDS MOTELBO07-4798 PAGE 12 OF 13 IRAP/RTN 4-20861 technically justified. As such, samples and data collected were reviewed in consideration of exposure risks and have been deemed valid and scientifically justified by Site-specific hydrogeologic conditions, aquifer characterization and solute transport modeling represented in the Conceptual Site Model presented herein, in accordance with the MCP Data Usability policy (Policy#WSC-07-350) dated September 19, 2007. ENVIRONMENTAL MONITORING Based on the MA DEP Policy#WSC-02-411 "Implementation of the MADEP VPHIEPH Approach" document, at least two additional rounds of groundwater monitoring are required to demonstrate a condition of No Significant Risk for groundwater in a GW-1 area. However, given the historic nature of the release, any potential significant groundwater impact would be realized during current environmental monitoring activities in consideration of the close proximity of existing monitoring wells to the area of release. As such, BENNETT & O'REILLY, INC. will record additional static water level measurements during the tidal sequence to further qualify Site-specific groundwater flow direction in review of monitoring well utility. Should Site-specific groundwater contours indicate a data gap, additional monitoring wells may be installed to qualify potential exposure risks to downgradient receptors. Field measurements of dissolved oxygen, pH, and conductivity will be taken during the additional groundwater sampling. In addition, TOV monitoring of the structure venting system will be conducted to qualify the potential for impact to indoor air quality comparable to Level 1 Soil Gas Screening under Method 2 Risk Characterization. This information will be used to evaluate potential risks associated with ingestion, inhalation and dermal contact exposures, and significant environmental impacts. The initial groundwater monitoring event relied on TPH analyses as a screening tool. Future groundwater samples collected will be submitted for laboratory analysis of fractional EPH/VPH with target analytes in review of potential groundwater impact and risk characterization. Should such sampling establish no significant groundwater impact, the three rounds of groundwater sampling results, as combined with the laboratory analytical of representative soil samples collected from the extent of soil removal, will serve as the technical rational and justification for the application of a Class A, Response Action Outcome to be filed at the next statutory filing deadline of March 1,2007. CONCLUSIONS Laboratory analysis for soil samples collected at the extent of excavation reported all EPH/VPH and TPH concentrations as BRL wherein the reporting limits were less than the Method 1 - Risk Characterization standards for the most restrictive S-1 (GW-1/GW-2/GW-3) soil categories. As such, petroleum hydrocarbon concentrations in soils along the extent of excavation are consistent with background represent a condition of No Significant Risk. A passive PVC venting system manifold has been installed to provide subsurface venting for native microbes and as a contingency for potential groundwater treatment. Laboratory analytical associated with initial groundwater monitoring has reported all TPH concentrations as BRL as indicating a condition of No Substantial Hazard. Additional groundwater monitoring, with risk- based EPH/VPH and target analyte analyses, has been prescribed towards supporting a condition of No Significant Risk as subject to further qualification of Site-specific groundwater flow JANUARY 9,2008 FORMER TRADEWINDS MOTEL/BO074798 PAGE 13 OF 13 aAP/RTN 4-20861 direction and confirmation of the utility of existing monitoring wells. TOV monitoring will be performed at the venting system riser to qualify residual TOV concentrations along the former release area and evaluate the potential for adverse impact to indoor air. Based upon the computed spatial and temporal solute transport pathways in consideration of the historic release, the additional prescribed environmental monitoring activities are appropriate and necessary to achieve project closure objectives and to demonstrate a condition of No Significant Risk to identified receptors. Subsequent to the completion of prescribed response actions, the application of a Class A Response Action Outcome, as supporting an Immediate Response Action Completion statement, is anticipated for project closure without limitation to activities and uses of the subject property. The findings of this investigation, as represented herein, set forth the rationale and technical justifications for the LSP Opinions offered relative to remedial response performance and associated environmental monitoring, as established by the certifications made on the attached Immediate Response Action Transmittal Form (BWSC-105). The LSP Opinions are based on the available data and regulations in effect at the time of this reporting specific to the subject Site. Should you have any questions or. comments regarding the project or need additional information,please contact our office at your earliest convenience. *of Y, INC. Todd M. E erson, ES tal Services Project MAnager Encl. BWSC-012A,B, C: Bill of Lading (original) cc: Mr. Jim Walsh, Owner—Tradewinds Condominiums, LLC. (bound report) Inspector Martin MacNeely - COMM Fire Department (Narrative, title page, site plan, transmittal forms only) Mr. Tim O'Connell, Agent—Barnstable Board of Health (Narrative, title page, site plan, transmittal forms only) Mr. Rob Gatewood, Agent—Barnstable Conservation Commission (Narrative, title page, site plan, transmittal forms only) Mr. John Klimm—Barnstable Town Manager (Narrative, title page, site plan, transmittal forms only) IMMEDIATE RESPONSE ACTION PLAN SUPPORTING DOCUMENTATION MA DEP RTN 4-20861 Former Tradewinds Motel 780 Craigville Beach Road—Hyannis, MA [Barnstable Assessor's Map 226, Parcel 140-1] Project#B007-4798 JANUARY 9,2008 Prepared By: BENNETT & O'REILLY, INC. 1573 Main Street—P.O. Box 1667 Brewster, MA 02631 David C. Bennett, LSP On Behalf Of: Tradewinds Condominiums, LLC. —Jim Walsh, Owner 94 Saint Botolph Street—Boston, MA 02116 Prepared for: MA Department of Environmental Protection(MA DEP) Southeast Regional Office (SERO) 20 Riverside Drive—Lakeville, MA 02347 Mr. Andrew Jones, Case Officer Appendix A: Reference Plans - Figure 1: Site Locus Plan [USGS Topographic Quad.,Barnstable,MA 1998] (excerpt) - Figure 2: Groundwater Resources of Cape Cod,MA [LeBlanc et al, 1986] (excerpt) - Figure 3: MA DEP BWSC GIS Map [2006] - Site Plan entitled"Immediate Response Action Plan...",Prepared by BENNETT&O'REILLY, INC., dated December 24,2007. Appendix B: Field Reports - Field Response Log - Geologic Borehole Logs [TB-3/MW-1,TB-4/MW-2, TB-5/MW-3] - Monitoring Well Sample Log[11/29/07] - Borehole Permeability Test Results/Agtesoly Slug Testing Data/Time of Travel Calculations Appendix C: Environmental Records - Fire Department Tank Removal Permit/Tank Receipt - Uniform Hazardous Waste Manifest[#000166669 JJK] - MA DEP BWSC Notice of Responsibility - Aggregate Industries Cover Letter/Soil Recycling Submittal - BWSC-012A,B, C: Bill of Lading - BWSC-103:Release Notification Form w/eDEP Submittal Summary and Receipt - BWSC-105: Immediate Response Action Transmittal Form w/eDEP Submittal Summary and Receipt Appendix D: Laboratory Analysis - Environmental Assessment—Standing Water [Groundwater Analytical,Inc.] (11/7/07) - Remedial Response—Waste Characterization [Groundwater Analytical,Inc.] (11/8/07) - Remedial Response—Soil [Groundwater Analytical,Inc.] (11/19/07) - Environmental Monitoring—Groundwater[Groundwater Analytical,Inc.] (12/7/07) Appendix E: Quality Assurance—Quality Control Plan VISEON PARTNERSLC 617 S07 S849 11/1S/07 02:24P P.00S Massachusetts Department of Environmental Protection BWSC-012A Bureau of Waste Site Cleanup Release Tracking_Number' BILL OF LADING (pursuant to 310 CMR 40.0030) 14 _ ?-086"1 A. LOCATION OF SITE OR DISPOSAL SITE WHERE REMEDIATION WASTE WAS GENERATED: Release Name(optional); Tradewinds Condominiums - Street: 780 Craigville Beach Road Location Aid: Assessor's Map 226, Parcel 140-1 Barnstable 02630 City/Town: ZIP Code: Date/PeriodofGeneration: 11/2/2007 to: 12/14/2007 Additional Release Tracking Numbers Associated with this Bill of Lading: _ •Note; If this Sill of Lading is the result of a Limited Removal Action(LRA) taken prior to Notification, a Release Tracking Number is not nccdcd. B. PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH BILL OF LADING: NamcofOrganization: Tradewinds Condominiums, LLC. _ Name of Contact Jim Walsh Title: Owner Stroul: 94 Saint Botolph Street City/Town: Boston State: MA ZIP Code; 02116 Telephone: (617) 549-4857 Ext.: C. RELATIONSHIP TO RELEASE OF PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH BILL OF LADING: Lr J RP or PRP Specify; qJ Owner U Operator Generator u Transporter Other RP or PRP; n Fiduciary,secured Londor or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.50)) - UOther Person: If an owner and/or operator is not conducting the response action associated with the Bill of Lading,provide on an attachment the name, contact person,address and telephone number,including any area code and extension,for each,if known. D. TRANSPORTER OR COMMON CARRIER INFORMATION: Transporter/Cornron Carrier Name: CC Construction, Inc. Contact Person: Chris Cooney Title: President _.. ... . .. ,.... ........................ .,._._..�— Street; 15 Diamond Path - P.O. Box 1493 City/Town: South Dennis State: MA ZIP Code; 02660 TeIP hone: (5 0 8) 3 9 8-1811 Ext.: E, RECEIVING FACILITYITEMPORARY STORAGE LOCATION- Operator/Facility Name: Aggregate Industries Contact Person: William Reinhardt Tide: Manager Street; 230 Groat Western Road City/Town: South Dennis State: MA ZIP Code: 02660—..—.. Telephone; 7 81-3 41-S S 0 0 Ext.; Type of Facility: u Asphalt Batch/Cold Mix Landfill/Disposal U Incinerator Temporary Storage (check one) r If. Asphalt Balch/Hof Mix n LandGlllDally Cover E] Other: .. ... Thermal Processing Landfill/Structural Fill EPA Identification#: UyisionofSolidWasteMana Management MAD985286384 Division of Hazardous Waste/Class A Permit#: o J-01-027 9 _ Actual/Anticipated Period of Temporary Storage(specify dates if applicable): to: Reason for Temporary Storago: Revised 1013/94 Pagel of 3 VISEON PARTNERSLC S17 S07 S843 11/1S/07 02:24P- 'P.006 -� Massachusetts Department of Environmental Protection BWSC-012A Bureau of Waste Site Cleanup Release Tracking Number' BILL OF LADING (pursuant to310CMR40.0030) - 20861 E. RECEMNG FACILITY/TEMPORARY STORAGE LOCATION(continued): Temporary Storage Address: Street: City/Town: State: ZIP Code: F. DESCRIPTION OF REMEDIATION WASTE: (check all that apply) QContaminated Media(check all that apply): Soil O Groundwater O Surface Water O 011lur:___ Contaminated Debris(check all that apply): O Vegetation or Organic Debris Demolition/Construction Waste 0 Inorganic Absorbant Materials O Other: Non-hazardous Uneontainerized Waste(check all that apply): O Non-aqueous Phase Liquid V Other: Nonhazardous Containerized Waste(chock all that apply): O Tank Bottoms/Sludges O Containers O Drums 0 Engineered Impoundments O Other; Typo of Contamination(check all that apply): ❑ Gasoline ❑ Diesel Fuel R92 Oil 44 Oil A6 Oil ElWaste Oil © Kerosene Jet Fuel Other; Estimated Volume of Malerials: Cubic Yards; 12 Tons: is Other: Contaminant Source(check one/speeiry): Transportation Accident 21 Underground Storage Tank Other: Response Action Associated with Bill of Lading(check one): © Immediate Response Actlon Release Abatement Measure Utility-Related Abatement Measure Limited Removal Action Comprehensive Response Action Other Rennediallon Wasto Charcterization Support Documentation attached: QSite History Information Q Sampling and Analytical Methods and Procedures © Laboratory Data Field Screening Data If supporting documentation is not appended,provide an attachment stating thedate and in connection with what document such information was previously submitted to DEP. G. LICENSED SITE PROFESSIONAL(LSP)OPINION: Name of Organization; BFNNFTT & O'REILLY. INC. LSP Name: David C. Bennett Title; Dir. of Env. Services Telephone: (508) 896-6630 Ext.: I attest under the pains and penalties of perjury that I have personally examined and am familiar with this submittal,including any acid all documents accompanying this submittal. In my professional opinion and judgment based upon application of (i)the standard of care In 309 CMR 4.02(1), (ii)ilia applicable provisions of 309 CMR 4.02(2)and(3),and (iii)the provisions of 309 CMR 4,03(5), to the best of my knowledge,information and belief, the assessment actions undertaken 10 characterize the Remediation Waste which is(are)Ilia subject of this submittal for acceptance at the facility identified In this submittal comply with the applicable provisions of 310 CMR d0.0000,and such facility is permitted t at pt Remed' n Waste having the characteristics described in this sub ' aware that significant ponalties may result, including,but not li ited t t ft s and imprisonment,if I submit in6rmation which I. �q+tt�e,la1S accurate or materially incomplete. DAVID LSP Signature: Seal: C. BEtNNEIT Date: a No.4303 License Number: 4303 s`� F�CD SITE PRO Revised 10/3/04 Page 2 of 3 VISEON PARTNERSLC S17 S07 S243 11/1S/07 02:24P " P.007 Massachusetts Department of Environmental Protection BWSC-012A Bureau of Waste Site Cleanup Release Tracking Number' BILL OF LADING (pursuant to 310 CMR 40.0030)kii 14 . -EG=- H. CERTIFICATION OF PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH THIS BILL OF LADING: I certify under penalties of law that I have personally examined and am familiar with the information contained in this submittal,including any and all documents acoompanyin cation,and that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material information-O I-wined he is,to the best of my knowledge and boticf,true,accurate and complete. 1 am aware that there are significant _ penalties,i clad,ig,but not Jim_ d to,possible fines an paeonment,for willfully submitting false,inaccurate,or incomplete information. Si awre: -- __ Date; -- Name of Per n(print); Jim Walsh Massachusetts Department of Environmenta Protection BWSC-012B Bureau of Waste Site Cleanup. BILL OF LADING(pursuant to 310 CMR 40.0030) Release Tracking Number ! SUMMARY SHEET OF ET-1 20YE= LOAD INFORMATION: Sign/ a of Transpo jRepresentative: Reveiving Facility/T porary Storage Representative: Load 1: -ti Date of Shipment: Time of Shipment: Date of Receipt: Time of Receipt: �F� (circle one)�pm .(�ErLi'(? 7 7 6 L Icircle one ��V// Truck/Tractor Registration: Trailer Registration(if any) 77S - 7j J q2,7—O&b Load Size(cu.yds/ ona a-_:�,3(1 Load 2: Signature of Transporter Representative: Reveiving Facility/Temporary Storage Representative: Date of Shipment: Time of Shipment: Date of Receipt: Time of Receipt: (circle one)am/pm (circleonel am pm Truck/'Factor Registration: Trailer Registration(if any) Load Size(cu.yds/tons): Load 3: Signature of Transporter Representative: Reveiving Facility/Temporary Storage Representative: Date of Shipment: Time of Shipment: Date of Receipt: Time of Receipt: (circle one)am/pm (circle onc)am/Pm i Truck/Tractor Registration: Trailer Registration(if any) Load Size(cu.yds/tons): Load 4: Signature of Transporter Representative: Reveiving Facility/Temporary Storage Representative: Date of Shipment: Time of Shipment: Date of Receipt: Time of Receipt: (cirdeone)am/Pm (circle one)am/Pm Truck/Tractor Registration: Trailer Registration(if any) Load Size(cu.yds/tons): Load 5: Signature of Transporter Representative: Reveiving Facility/Temporary Storage Representative: Date of Shipment: Time of Shipment: Date of Receipt: Time of Receipt: (circle one)am/Pm (circleonel am/Pm Truck/Tractor Registration: Trailer Registration(if any) Load Size(cu.yds/tons): Load 6: Signature of Transporter Representative: Reveiving Facility/Temporary Storage Representative: Date of Shipment: Time of Shipment: Date of Receipt: Time of Receipt: (circle one)am/pm Icircle onel am/Pm Truck/Tractor Registration: Trailer Registration(if any) Load Size(cu.yds/tons): J.LOG SKEET VOLUME INFORMATION: Total Volume Recorded This Page(cu.yds/tons) Total Carried Forward(cu.yds/tons) Total Carried Forward and This Page(cu.yds/tons) 11UV.et;.e17b-( 12:57PM BENNETT & OREILLY N0.776 P.8 RE FIVcco mlu Q 6 20L Massachusetts Department of Environmental Protection BWSC-012B iiBureau of Waste Site Cleanup BILL OF LADING(pursuant to 310 CMR40.0030) ReleoeeTrad4ng Number SUMMARY SHEET OF 4❑ - 20861 I. LOAD INFORMATION: Finatlure of Transporter Representative: Receiving FadllprRemporerysiorage Represenfative: Load 1: - '— Date of Shipment: Time of Shipment: i t—21�5—0 7 7 1 S' ,.,/ j Data of Receipt: Time of Receipt: lu AM ❑ PM I C AM ❑ PM Truck/Tractor Registration: Trailer Registration Of arty): I - y U c/a 60,�62 My�S i = 3311��11 0 tq:7�S , Load size(cu,yd tons: ) 3 3 Load 2: Signatiure of Transporter Representative: i Receiving Fadlllfremporary Storage Representative: I ' I I Date of Shipment Time of Shipment: I❑ AM ❑ PM Date of Receipt:I Time of Receipt: ❑ AM ❑ PM i TrucVrractor Registration: Trailer Raglstradon(f any): i II I Load Size(cu.y IGAons): i Load 3: Signatiure of TransporterRepmeantative: i Receiving Fadlit)rlromporary Storage Representative: I Date of Shipment: Time of Shipment. Date of Receipt: ❑ AM ❑ PM i I Time of Receipt' ❑ AM ❑ PM TruddTractor Registration: Traller Registration Of any): Load Size(cu.yllsAons): Load 4: Slgnailure of Transporter Representative: Receiving FadliVremporary Storage Representative: it Date of Shipment: Time of shipment: ❑ AM ❑ PM I Data of Receipt Time Of Receipt: ❑ ❑ AM PM r Trucklrraetor Registration: Trailer Reglstratlon(if any): i I I Load Size(cu.yds./tons): Load 5: Slgnatiurs of Transporter Representative: Receiving Facili(yfromporary Storage Representative: I Data of Shipment: Time of Shipment: I Date of Receipt:' Time of Receipt: ❑ AM ❑ FM i [] AM ❑ PM I TrucklTractor Registration: Trailer Registration(if any): I I Load We(cu,ydsAons): 1 Load 6: Signatiure of Transporter Representative: I Receivdng Fadlltylrempomry Stange Representative: r I Data of 8hlpmant: Time of Shipment: Date of Receipt, Time of Receipt: ❑ AM ❑ PM I I ❑ AM ❑ PM TrucWrractar Registration: Trailer Registration Of any): Load Size(cu,ydsAons): I J, LOG SHF-ET VOLUME INFORMATION: Total Volume Recorded This Page(cu,yds./tans) Total Carried Forward(cu.yds./tons): Total Carried Forward and This Pag (cu,yde.hons): Revised ICIW04 Page 1 of'I Massachusetts Department of Environmental Protection BWSC-012C Bureau of Waste Site Cleanup BILL OF LADING(pursuant to 310 CMR 40.0030) R[e�lease Tracking Number cpN�u�mber SUMMARY SHEET OF I r - ZU a K. SUMMARY OF SHIPMENTS: Daily Volume Sjjjpped Date of Shipment: Date of Receipt: Number of Loads Shipped: (cu.yds ons. --0 7 2— Summary Sheet Total Shipped: / Z Bill of Lading Total Shipped CO (only if different): Revised 10/3/94 Page 1 of 2 Massachusetts Department of Environmental Protection BWSC-012C Bureau of Waste Site Cleanup BILL OF LADING(pursuant to 310 CMR 40.0030 Release Tracking Number SUMMARY SHEET `Jf• " I 2-6 YIo IJ ONLY COMPLETE ONE COPY OF THIS PAGE AND ATTACH TO THE FINAL COPY OF THE SUMMARY SHEET. L. ACKNOWLEDGMENT OF RECEIPT OF REMEDIATION WASTE AT RECEIVING FACILITY OR TEMPORARY STORAGE: Receiving Facility/Temporary Storage Representative(print): William R. Reinhardt Manager Title: �7 <Signature: Date: 3 / v `Q'/1�- V � —'---— M. ACKNOWLEDGMENT OF SHIPMENT AND RECEIPT OF REMEd TION WASTE BY PERSON CONDUCTING RESPONSE ACTION ASSOCIATED WITH THIS 9fLL OF LADING: I certify under penalties of law that I have personally examined and am familiar with the information contained in this submittal,including any and all documents accompWlied an that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material informatio the best of my knowledge and belief,true,accurate and complete, I am aware that there are significant penalties,includings a nes and imprisonment,for willfully submitting false,inaccurate,or incompplete information. Signature: _ f`. Date: Name of Person(print): B e n n e t t , P r-e-s i d e n t Bennett & O ' Reilly , Inc . for Tradewinds Condominiums Revised 10/3/94 Page 2 of 2 L1Massachusetts Department of Environmental Protection 1 eDEP Transaction Copy Here is the file you requested for your records. To retain a copy of this file you must save and/or print. Username: TODDEVERSON Transaction ID: 161449 Document: BWSC Release Notification &Retraction Form 103 Size of File: 111.246 K Status of Transaction: SUBMITTED Date and Time Created: 112/2008::5:42:22 PM Note: This file only includes forms that were part of your transaction as of the date and time indicated above. If you need a more current copy of your transaction, return to eDEP and select to "Download a Copy" from the Current Submittals page. "44 _. Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC103 RELEASE NOTIFICATION & NOTIFICATION Release Tracking Number RETRACTION FORM - 2os61•, Pursuant to 310 CMR 40.0335 and 310 CMR 40.0371 (Subpart C) A. RELEASE OR THREAT OF RELEASE LOCATION: 1. Release Name/Location Aid: TRADEWINDS MOTEL, FMR. 2. Street Address: 780 CRAIGVILLE ITM-5-R RD �ff. 3. City/Town: HYA N S R � 3wd ,� »� 4. ZIP Code: 5. UTM Coordinates: a.UTM N: 4610386 b. UTM E: 389043 B. THIS FORM IS BEING USED TO: (check one) ✓❑ 1. Submit a Release Notification ❑ 2. Submit a Revised Release Notification ® 3. Submit a Retraction of a Previously Reported Notification of a release or threat of release including supporting documentation required pursuant to 310 CMR 40.0335 (Section Cis not required) (All sections of this transmittal form must be filled out unless otherwise noted above) C. INFORMATION DESCRIBING THE RELEASE OR THREAT OF RELEASE(TORT: 1. Date and time of Oral Notification,if applicable: 11/2/2007 Time: 02:45 ❑ AM ✓❑ PM mm/dd/yyyy hh:mm 2. Date and time you obtained knowledge of the Release or TOR: 11/2/2007 Time: 02:30 ® AM ✓❑ PM mm/dd/yyyy hh:mm 3. Date and time release or TOR occurred,if known: I I Time: F❑ AM ❑ PM mm/dd/yyyy hh:mm Check all Notification Thresholds that apply to the Release or Threat of Release: (for more information see 310 CMR 40.0310-40.0315) 4. 2 HOUR REPORTING CONDITIONS 5. 72 HOUR REPORTING CONDITIONS 6. 120 DAY REPORTING CONDITIONS ❑ a. Sudden Release a. Subsurface Non-Aqueous a. Release of Hazardous ❑ Phase Liquid(NAPL)Equal to ® Material(s)to Soil or ❑ b. Threat of Sudden Release or Greater than 1/2 Inch Groundwater Exceeding ❑ c. Oil Sheen on Surface Water b. Underground Storage Tank Reportable Concentrations) (UST)Release b. Release of Oil to Soil ❑ d. Poses Imminent Hazard ® Exceeding Reportable e. Could Pose Imminent ® c. Threat of UST Release Concentrations)and Affecting ® Hazard More than 2 Cubic Yards d. Release to Groundwater f. Release Detected in ® near Water Supply c. Release of Oil to Private Well ® Groundwater Exceeding e. Release to Groundwater Reportable Concentrations) ❑ g. Release to Storm Drain ® near School or Residence d. Subsurface Non-Aqueous ❑ h. Sanitary Sewer Release ❑ f. Substantial Release Migration ® Phase Liquid(NAPL)Equal to (Imminent Hazard Only) or Greater than 1/8 Inch and Less than 1/2 Inch Revised:02/10/2006 Page 1 of 3 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC103 L— .--- RELEASE NOTIFICATION & NOTIFICATION Release Tracking Number RETRACTION FORM 4� - 2oss1 Pursuant to 310 CMR 40.0335 and 310 CMR 40.0371 (Subpart C) C. INFORMATION DESCRIBING THE RELEASE OR THREAT OF RELEASE(TOR):(cont.l 7. List below the Oils(0)or Hazardous Materials(HM)that exceed their Reportable Concentration(RC)or Reportable Quantity (RQ)by the greatest amount. O or HM Released CAS Number, O or HM Amount or Units RCs Exceeded,if if known Concentration Applicable(RCS-1,RCS-2, RCGW-1,RCGW-2) KEROSENE O� 220 MGIKG RCS-1 I 8. Check here if a list of additional Oil and Hazardous Materials subject to reporting is attached. D. PERSON REQUIRED TO NOTIFY: 1. Check all that apply: ® a.change in contact name ® b.change of address c. change in the person notifying 2. Name of Organization: TRADEWINDS CONDOMINIUMS LLC 3. Contact First Name: JIM 4.Last Name: WALSH 5. Street: 194 SAINT BOTOLPH STREET 6.Title: 7. City/Town: BOSTON 8. State: MA 9. ZIP Code: 02116-0000 10. Telephone: I i 11.Ext.: 12. FAX: 13. Check here if attaching names and addresses of owners of properties affected by the Release or Threat of Release, other than an owner who is submitting this Release Notification(required). E. RELATIONSHIP OF PERSON TO RELEASE OR THREAT OF RELEASE: ✓0 1. RP or PRP Q✓ a. Owner ❑ b. Operator ❑ c. Generator ❑ d. Transporter EJ e. Other RP or PRP Specify: FJ 2. Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) ® 3. Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.5(j)) ® 4. Any Other Person Otherwise Required to Notify Specify Relationship: Revised:02/10/2006 Page 2 of 3 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC103 RELEASE NOTIFICATION & NOTIFICATION Release Tracking Number RETRACTION FORM 4 - 20861 .. — - Pursuant to 310 CMR 40.0335 and 310 CMR 40.0371 (Subpart C) F. CERTIFICATION OF PERSON REQUIRED TO NOTIFY: 1. 1 JIM WALSH ,attest under the pains and penalties of perjury(i)that I have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this transmittal form, (ii)that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained in this submittal is,to the best of my knowledge and belief,true,accurate and complete,and(iii) that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. 1/the person or entity on whose behalf this submittal is made am/is aware that there are significant penalties,including,but not limited to, possible fines and imprisonment,for willfully submitting false,inaccurate,or incomplete information. 2. By JIIUId1IVALSIi :'§;�jam }s ::>` x ' „,`. r � ` i .s. 3. Title: Signature 4. For: ITRADEWINDS CONDOMINIUMS LLC 5. Date: 01/02/2008 (Name of person or entity recorded in Section D) mm/dd/yyyy ® 6. Check here if the address of the person providing certification is different from address recorded in Section D. 7. Street: 8. City/Town: 9. State: 10. ZIP Code: 11. Telephone: 12.Ext.: 13. FAX: YOU ARE SUBJECT TO AN ANNUAL COMPLIANCE ASSURANCE FEE OF UP TO$10,000 PER BILLABLE YEAR FOR THIS DISPOSAL SITE. YOU MUST LEGIBLY COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE. IF YOU SUBMIT AN INCOMPLETE FORM,YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE. Date Stamp(DEP USE ONLY:) 1/2/2008 10:27:11 AM Revised:02/10/2006 Page 3 of 3 i eDEP: Print Receipt Page 1 of 1 Submittal Summary & Receipt Your submission is complete.Thank you for using DEP's online reporting system.You can select"My Homepage"to review your status. DEP Transaction ID: 161449 Date and Time Submitted: 1/2/2008 10:27:11 AM Other Email: Form Name: BWSC 103 Release Notification & Retraction Form RTN:4-20861 Location:TRADEWINDS MOTEL, FMR. Address: 780 CRAIGVILLE BEACH RD, HYANNIS, Person Making Submittal TRADEWINDS CONDOMINIUMS LLC JIM WALSH 94 SAINT BOTOLPH STREET BOSTON, MA 021160000 Person Making Certification TRADEWINDS CONDOMINIUMS LLC JIM WALSH Additional Forms Submitted https://edep.dep.mass.gov/restricted/webpages/printreceipt.aspx 1/2/2008 Massachusetts Department of Environmental Protection eDEP Transaction Copy Here is the file you requested for your records. To retain a copy of this file you must save and/or print. Username: TODDEVERSON Transaction ID: 162750 Document: BWSC 105 IRA Size of File: 140.826 K Status of Transaction: SUBMITTED Date and Time Created: 1/15/2008::5:51:56 PM Note: This file only includes forms that were part of your transaction as of the date and time indicated above. If you need a more current copy of your transaction, return to eDEP and select to "Download a Copy" from the Current Submittals page. Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC105 IMMEDIATE RESPONSE ACTION (IRA)TRANSMITTAL Release Tracking Number FORM Pursuant to 310 CMR 40.0424-40.0427(Subpart D) 4 `. - 1861'' A. RELEASE OR THREAT OF RELEASE LOCATION: 1. Release Name/Location Aid: TRADEWINDSIMOTEL,FMR. 2. Street Address 180 CRAIGALLE BEACH,RD 3. City/Town: HYANNIS 4. ZIP Code: 5. UTM Coordinates: a.UTM N: 4610386 i b. UTM E: 389043 ® 6. Check here if a Tier Classification Submittal has been provided to DEP for this disposal site. a. Tier IA b. Tier IB ❑ c. Tier IC ❑ d. Tier II ❑ 7. Check here if this location is Adequately Regulated,pursuant to 310 CMR 40.0110-0114. Specify Program (check one): ❑ a. CERCLA b. HSWA Corrective Action ❑ c. Solid Waste Management d. RCRA State Program(21C Facilities) B.THIS FORM IS BEING USED TO: (check all that apply) 1. List Submittal Date of Initial IRA Written Plan(if previously submitted): (mm/dd/yyyy) Q 2. Submit an Initial IRA Plan. 3. Submit a Modified IRA Plan of a previously submitted written IRA Plan. Q✓ 4. Submit an Imminent Hazard Evaluation. (check one) a. An Imminent Hazard exists in connection with this Release or Threat of Release. ✓❑ b. An Imminent Hazard does not exist in connection with this Release or Threatof Release. c. It is unknown whether an Imminent Hazard exists in connection with this Release or Threat of Release,and further assessment activities will be undertaken. d. It is unknown whether an Imminent Hazard exists in connection with this Release or Threat of Release. However, response actions will address those conditions that could pose an Imminent Hazard. 5. Submit a request to Terminate an Active Remedial System or Response Action(s)Taken to Address an Imminent Hazard. ® 6. Submit an IRA Status Report. ® 7. Submit a Remedial Monitoring Report.(This report can only be submitted through eDEP.) a.Type of Report:(check one) 0 i. Initial Report ❑ ii. Interim Report iii. Final Report b. Frequency of Submittal: (check all that apply) ❑ i. A Remedial Monitoring Report(s)submitted monthly to address an Imminent Hazard. ii. A Remedial Monitoring Report(s)submitted monthly to address a Condition of Substantial Release Migration. iii. A Remedial Monitoring Report(s)submitted concurrent with a IRA Status Report. c. Number of Remedial Systems and/or Monitoring Programs: A separate BWSC105A, IRA Remedial Monitoring Report,must be filled out for each Remedial System and/or Monitoring Program addressed by this transmittal form. Revised:2/9/2005 Page 1 of 6 'Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC105 IMMEDIATE RESPONSE ACTION (IRA)TRANSMITTAL Release Tracking Number FORM Pursuant to 310 CMR 40.0424-40.0427(Subpart D) fi• B.THIS FORM IS BEING USED TO(cont.): (check all that apply) ® 8. Submit an IRA Completion Statement. a. Check here if future response actions addressing this Release or Threat of Release notification condition will be conducted as part of the Response Actions planned or ongoing at a Site that has already been Tier Classified under a ® different Release Tracking Number(RTN). When linking RTNs,rescoring via the NRS is required if there is a reasonable likelihood that the addition of the new RTN(s)would change the classification of the site. b. Provide Release Tracking Number of Tier Classified Site(Primary RTN): ❑ - These additional response actions must occur according to the deadlines applicable to the Primary RTN. Use the Primary RTN when making all future submittals for the site unless specifically relating to this Immediate Response Action. 9. Submit a Revised IRA Completion Statement. (All sections of this transmittal form must be filled out unless otherwise noted above) C. RELEASE OR THREAT OF RELEASE CONDITIONS THAT WARRANT IRA: 1. Identify Media Impacted and Receptors Affected: (check all that apply) ® a. Air ® b. Basement ® c. Critical Exposure Pathway ✓® d. Groundwater ® e. Residence ® f. Paved Surface ® g. Private Well ® h. Public Water Supply ® i. School ® j. Sediments 21 k. Soil ® I. Storm Drain ® m. surface Water ® n. Unknown ® o. Wetland ® p. Zone 2 ® q. Others Specify: 2. Identify Oils and Hazardous Materials Released: (check all that apply) ®✓ a. Oils ® b. Chlorinated Solvents ® c.Heavy Metals ® d. Others Specify: D. DESCRIPTION OF RESPONSE ACTIONS: (check all that apply,for volumes list cumulative amounts) 1. Assessment and/or Monitoring Only F,/1 2. Temporary Covers or Caps ® 3. Deployment of Absorbent or Containment Materials ® 4. Temporary Water Supplies Z5. Structure Venting System ® 6. Temporary Evacuation or Relocation of Residents 7. Product or NAPL Recovery 8. Fencing and Sign Posting ® 9. Groundwater Treatment Systems ® 10. Soil Vapor Extraction ® 11. Bioremediation 12. Air Sparging Revised: 2/9/2005 Page 2 of 6 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC105 IMMEDIATE RESPONSE ACTION (IRA)TRANSMITTAL Release Tracking Number FORM Pursuant to 310 CMR 40.0424-40.0427(Subpart D) D. DESCRIPTION OF RESPONSE ACTIONS(cont.): (check all that apply,for volumes list cumulative amounts) �✓ 13. Excavation of Contaminated Soils ✓� a. Re-use,Recycling or Treatment ❑ i.On Site Estimated volume in cubic yards Q✓ ii.Off Site Estimated volume in cubic yards 26 iia.Receiving Facility: AGGREGATE INDUSTRIES Town: SOUTH DENNIS State: MA iib.Receiving Facility: Town: State: iii. Describe: LICENSED ASPHALT BATCH FACILITY b. Store ❑ i.On Site Estimated volume in cubic yards ❑ ii.Off Site Estimated volume in cubic yards iia.Receiving Facility: Town: State: iib.Receiving Facility: Town: State: El c. Landfill i.Cover Estimated volume in cubic yards Receiving Facility: Town: State: ii. Disposal Estimated volume in cubic yards Receiving Facility: Town: State: ✓C] 14. Removal of Drums,Tanks or Containers: a. Describe Quantity and Amount: 275-GALLON UST b. Receiving Facility: TURNER, INC. Town: LYNN State: MA c. Receiving Facility: Town: State: ®✓ 15. Removal of Other Contaminated Media: a.Specify Type and Volume: b.Receiving Facility: CLEAN HARBORS Town: BRAINTREE State: MA c.Receiving Facility: Town: State: Q 16. Other Response Actions: Describe: GROUNDWATER MONITORING ® 17. Use of Innovative Technologies: Describe: Revised: 2/9/2005 Page 3 of 6 LlMassachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC105 [IMMEDIATE RESPONSE ACTION (IRA)TRANSMITTAL Release Tracking Number FORM Pursuant to 310 CMR 40.0424-40.0427(Subpart D) - 20861 .y., E. LSP SIGNATURE AND STAMP: I attest under the pains and penalties of perjury that I have personally examined and am familiar with this transmittal form, including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application of(i)the standard of care in 309 CMR 4.02(1),(ii)the applicable provisions of 309 CMR 4.02(2)and(3),and 309 CMR 4.03(2),and (iii)the provisions of 309 CMR 4.03(3),to the best of my knowledge,information and belief, > if Section B of this form indicates that an Immediate Response Action Plan is being submitted,the response action(s)that is(are)the subject of this submittal(i)has(have)been developed in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40,1000, (ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000 and(iii)complies(y)with the identified provisions of all orders,permits,and approvals identified in this submittal; > if Section B of this form indicates that an Imminent Hazard Evaluation is being submitted,this Imminent Hazard Evaluation was developed in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,and the assessment activity(ies) undertaken to support this Imminent Hazard Evaluation comply(ies)with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000; > if Section B of this form indicates that an Immediate Response Action Status Report and/or a Remedial Monitoring Report is(are)being submitted,the response action(s)that is(are)the subject of this submittal(i)is(are)being implemented in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000 and(iii)comply(ies)with the identified provisions of all orders,permits,and approvals identified in this submittal; > if Section B of this form indicates that an Immediate Response Action Completion Statement or a request to Terminate an Active Remedial System or Response Action(s)Taken to Address an Imminent Hazard is being submitted,the response action(s)that is(are)the subject of this submittal(i)has(have)been developed and implemented in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c. 21 E and 310 CMR 40.0000 and(iii)comply(ies) with the identified provisions of all orders,permits,and approvals identified in this submittal. I am aware that significant penalties may result,including,but not limited to,possible fines and imprisonment,if I submit information which I know to be false, inaccurate or materially incomplete. 1. LSP#: 4303, 2. First Name: DAVID,C_ '`. 3. Last Name: I3ENNETT . s .i 44 4. Telephone:p 5088966630 3 4' f 5. Ext.. - F 6. FAX: DAVID C BENNETT- of,qla 7. Signature: _ 8. Date: JbIMW008 9. o� LSP Stamp: , (mm/dd/yyyy) Elect­.roni , Seal i Revised: 2/9/2005 Page 4 of 6 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC105 Ll I P, IMMEDIATE RESPONSE ACTION (IRA)TRANSMITTAL Release Tracking Number FORM Pursuant to 310 CMR 40.0424-40.0427(Subpart D) 4 20861!' F. PERSON UNDERTAI KING IRA: 1. Check all that apply: 11a.change in contact name c. change in the person b.change of address ❑ undertaking response actions 2. Name of Organization: ITRADEWINDS CONDOMINIUMS LLC 3. Contact First Name:JJIM 4. Last Name: WALSH 5. Street: 94 SAINT BOTOLPH STREET 6.Title: 7. City/Town: BOSTON 8. State: Mp` 9. ZIP Code: 02116-0000 10. Telephone: 1 11.Ext.: Q 12. FAX: G. RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF PERSON UNDERTA UNG IRA: ®✓ 1. RP or PRP ✓❑ a. Owner ❑ b. Operator ❑ c. Generator d. Transporter ❑ e. Other RP or PRP Specify: ❑ 2. Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) ❑ 3. Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.50)) ❑ 4. Any Other Person Undertaking IRA Specify Relationship: H.REQUIRED ATTACHMENT AND SUBMITTALS: 1.Check here if any Remediation Waste,generated as a result of this IRA,will be stored,treated,managed,recycled or ❑ reused at the site following submission of the IRA Completion Statement. If this box is checked,you must submit one of the following plans,along with the appropriate transmittal form. ❑ a. A Release Abatement Measure(RAM)Plan(BWSC106) ❑ b.Phase IV Remedy Implementation Plan(BWSC108) 2. Check here if the Response Action(s)on which this opinion is based,if any,are(were)subject to any order(s),permit(s) ❑ and/or approval(s)issued by DEP or EPA. If the box is checked,you MUST attach a statement identifying the applicable provisions thereof. ✓ 3. Check here to certify that the Chief Municipal Officer and the Local Board of Health were notified of the implementation of an Immediate Response Action taken to control,prevent,abate or eliminate an Imminent Hazard. ® 4. Check here to certify that the Chief Municipal Officer and the Local Board of Health were notified of the submittal of a Completion Statement for an Immediate Response Action taken to control,prevent,abate or eliminate an Imminent Hazard. 5. Check here if any non-updatable information provided on this form is incorrect,e.g.Release Address/Location Aid. Send corrections to the DEP Regional Office. 0 6. Check here to certify that the LSP Opinion containing the material facts,data,and other information is attached. Revised: 2/9/2005 Page 5 of 6 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC105 IMMEDIATE RESPONSE ACTION (IRA)TRANSMITTAL Release Tracking Number FORM Pursuant to 310 CMR 40.0424-40.0427(Subpart D) 4` - 20861 I. CERTIFICATION OF PERSON UNDERTAI KING IRA: 1. 1 1JIM WALSH 1,attest under the pains and penalties of perju ry(i)that I have personally examined and am familiar with the information contained in this submittal, including any and all documents accompanying this transmittal form, (ii)that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained in this submittal is,to the best of my knowledge and belief,true,accurate and complete,and(iii) that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. I/the person or entity on whose behalf this submittal is made am/is aware that there are significant penalties,including,but not limited to, possible fines and imprisonment,for willfully submitting false,inaccurate,or incomplete information. 2. By: IJIM WALSH, a 3. Title: Signature 4. For: ITRADEWINDS CONDOMINIUMS LLC 5. Date: 01/15/2008 (Name of person or entity recorded in Section F) (mm/dd/yyyy) ® 6. Check here if the address of the person providing certification is different from address recorded in Section F. 7. Street: 8. City/Town: 9. State:, 10. ZIP Code: 11. Telephone: 12.Ext.: 13. FAX: YOU ARE SUBJECT TO AN ANNUAL COMPLIANCE ASSURANCE FEE OF UP TO$10,000 PER BILLABLE YEAR FOR THIS DISPOSAL SITE. YOU MUST LEGIBLY COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE. IF YOU SUBMIT AN INCOMPLETE FORM,YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE. Date Stamp(DEP USE ONLY:) Received by DEP on 1/15/2008 5:14:44 PM Revised:2/9/2005 Page 6 of 6 .eDEP: Print Receipt Page 1 of 1 Submittal Summary & Receipt Ydur submission is complete. Thank you for using DEP's online reporting system. You can select"My Homepage"to review your status. DEP Transaction ID: 162750 Date and Time Submitted: 1/15/2008 5:14:44 PM Other Email : Form Name: BWSC 105 IRA Transmittal Form RTN: 4-20861 Location: TRADEWINDS MOTEL, FMR. Address: 780 CRAIGVILLE BEACH RD, HYANNIS, Person Making Submittal TRADEWINDS CONDOMINIUMS LLC JIM WALSH 94 SAINT BOTOLPH STREET BOSTON, MA 021160000 LSP LSP#: 4303 LSP Name: DAVID C BENNETT Person Making Certification TRADEWINDS CONDOMINIUMS LLC JIM WALSH Ancillary Document Uploaded/Mailed BWSC-105 Q.602- IRA Plan - By Mail BWSC-105 Q.604- Imminent Hazard Evaluation Doc- By Mail https:Hedep.dep.mass.gov/restricted/webpages/printreceipt.aspx 1/15/2008 � e Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC105 IMMEDIATE RESPONSE ACTION (IRA) TRANSMITTAL Release Tracking Number FORM Pursuant to 310 CMR 40.0424-40.0427(Subpart D) 4 - 20861 A. RELEASE OR THREAT OF RELEASE LOCATION: 1. Release Name/Location Aid: TRADEWIINDS MOTEL„FMR. 2. Street Address: 1780 CRAIGVILLE BEACH RD 3. City/Town: HYANNIS " . 4. ZIP Code: 5. UTM Coordinates: a.UTM N: 4610386 b. UTM E: 389043 ® 6. Check here if a Tier Classification Submittal has been provided to DEP for this disposal site. ❑ a. Tier IA ❑ b. Tier IB ❑ c. Tier IC ❑ d. Tierll ❑ 7. Check here if this location is Adequately Regulated,pursuant to 310 CMR 40.0110-0114. Specify Program(check one): ❑ a. CERCLA ❑ b. HSWA Corrective Action c. Solid Waste Management d. RCRA State Program(21 C Facilities) B.THIS FORM IS BEING USED TO: (check all that apply) 1. List Submittal Date of Initial IRA Written Plan(if previously submitted): 1/15/2008 (mm/dd/yyyy) 2. Submit an Initial IRA Plan. 3. Submit a Modified IRA Plan of a previously submitted written IRA Plan. Q 4. Submit an Imminent Hazard Evaluation. (check one) a. An Imminent Hazard exists in connection with this Release or Threat of Release. Q b. An Imminent Hazard does not exist in connection with this Release or Threat of Release. ❑ c. It is unknown whether an Imminent Hazard exists in connection with this Release or Threat of Release,and further assessment activities will be undertaken. d. It is unknown whether an Imminent Hazard exists in connection with this Release or Threat of Release. However, response actions will address those conditions that could pose an Imminent Hazard. 5. Submit a request to Terminate an Active Remedial System or Response Action(s)Taken to Address an Imminent Hazard. ® 6. Submit an IRA Status Report. ® 7. Submit a Remedial Monitoring Report. (This report can only be submitted through eDEP.) a.Type of Report: (check one) I. Initial Report ❑ ii. Interim Report iii. Final Report b. Frequency of Submittal: (check all that apply) I. A Remedial Monitoring Report(s)submitted monthly to address an Imminent Hazard. ❑ ii. A Remedial Monitoring Report(s)submitted monthly to address a Condition of Substantial Release Migration. ❑ iii. A Remedial Monitoring Report(s)submitted concurrent with a IRA Status Report. c. Number of Remedial Systems and/or Monitoring Programs: A separate BWSC105A, IRA Remedial Monitoring Report,must be filled out for each Remedial System and/or Monitoring Program addressed by this transmittal form. Revised:2/9/2005 Page 1 of 6 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC105 IMMEDIATE RESPONSE ACTION (IRA) TRANSMITTAL Release Tracking Number FORM Pursuant to 310 CMR 40.0424-40.0427(Subpart D) 4' - 20861 B.THIS FORM IS BEING USED TO(cont.): (check all that apply) Z 8. Submit an IRA Completion Statement. a. Check here if future response actions addressing this Release or Threat of Release notification condition will be ® conducted as part of the Response Actions planned or ongoing at a Site that has already been Tier Classified under a different Release Tracking Number(RTN). When linking RTNs,rescoring via the NRS is required if there is a reasonable likelihood that the addition of the new RTN(s)would change the classification of the site. b. Provide Release Tracking Number of Tier Classified Site(Primary RTN): ❑ - These additional response actions must occur according to the deadlines applicable to the Primary RTN.Use the Primary RTN when making all future submittals for the site unless specifically relating to this Immediate Response Action. 9. Submit a Revised IRA Completion Statement. (All sections of this transmittal form must be filled out unless otherwise noted above) C. RELEASE OR THREAT OF RELEASE CONDITIONS THAT WARRANT IRA: 1. Identify Media Impacted and Receptors Affected: (check all that apply) ® a. Air [] b. Basement E] c. Critical Exposure Pathway W1 d. Groundwater ® e. Residence ® f. Paved Surface D g.Private Well ® h. Public Water Supply ® i. School ® j. Sediments Z k. Soil ® I. Storm Drain ® m. Surface Water ® n. Unknown ® o. Wetland ® p. Zone 2 ® q. Others Specify: 2. Identify Oils and Hazardous Materials Released: (check all that apply) L!j a. Oils ® b. Chlorinated Solvents El c. Heavy Metals ® d. Others Specify: D. DESCRIPTION OF RESPONSE ACTIONS: (check all that apply,for volumes list cumulative amounts) 1. Assessment and/or Monitoring Only n 2. Temporary Covers or Caps ® 3. Deployment of Absorbent or Containment Materials ® 4. Temporary Water Supplies 5. Structure Venting System ® 6. Temporary Evacuation or Relocation of Residents ® 7. Product or NAPL Recovery 8. Fencing and Sign Posting ® 9. Groundwater Treatment Systems ® 10. Soil Vapor Extraction E] 11. Bioremediation ® 12. Air Sparging Revised: 2/9/2005 Page 2 of 6 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC105 IMMEDIATE RESPONSE ACTION (IRA)TRANSMITTAL Release Tracking Number FORM Pursuant to 310 CMR 40.0424-40.0427(Subpar.D) 44 - 20864 ILLL7__ - I D. DESCRIPTION OF RESPONSE ACTIONS(cont.): (check all that apply,for volumes list cumulative amounts) ❑✓ 13. Excavation of Contaminated Soils ✓❑ a. Re-use, Recycling or Treatment ❑ i.On Site Estimated volume in cubic yards ❑✓ ii.Off Site Estimated volume in cubic yards 26 iia.Receiving Facility: AGGREGATE INDUSTRIES Town: SOUTH DENNIS State: MA iib.Receiving Facility: Town: State: iii. Describe: LICENSED ASPHALT BATCH FACILITY ❑ b. Store ❑ i.On Site Estimated volume in cubic yards ❑ ii.Off Site Estimated volume in cubic yards iia.Receiving Facility: Town: State: iib.Receiving Facility: Town: State: ❑ c. Landfill ❑ i.Cover Estimated volume in cubic yards Receiving Facility: Town: State: ❑ ii. Disposal Estimated volume in cubic yards Receiving Facility: Town: State: ✓❑ 14. Removal of Drums,Tanks or Containers: a. Describe Quantity and Amount: 275-GALLON UST b. Receiving Facility: TURNER, INC. Town: LYNN State: MA c. Receiving Facility: Town: State: Z15. Removal of Other Contaminated Media: a. Specify Type and Volume: b. Receiving Facility: CLEAN HARBORS Town: BRAINTREE State: MA c. Receiving Facility: Town: State: Q 16. Other Response Actions: Describe: GROUNDWATER MONITORING ® 17. Use of Innovative Technologies: Describe: Revised: 2/9/2005 Page 3 of 6 1 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC105 IMMEDIATE RESPONSE ACTION (IRA)TRANSMITTAL Release Tracking Number FORM Pursuant to 310 CMR 40.0424-40.0427(Subpart D) - 20861 E. LSP SIGNATURE AND STAMP: I attest under the pains and penalties of perjury that I have personally examined and am familiar with this transmittal form, including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application of(i)the standard of care in 309 CMR 4.02(1), (ii)the applicable provisions of 309 CMR 4.02(2)and(3),and 309 CMR 4.03(2),and (iii)the provisions of 309 CMR 4.03(3),to the best of my knowledge,information and belief, > if Section B of this form indicates that an Immediate Response Action Plan is being submitted,the response action(s)that is(are)the subject of this submittal (i)has(have)been developed in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000, (ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000 and(iii)complies(y)with the identified provisions of all orders, permits,and approvals identified in this submittal; > if Section B of this form indicates that an Imminent Hazard Evaluation is being submitted,this Imminent Hazard Evaluation was developed in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,and the assessment activity(ies) undertaken to support this Imminent Hazard Evaluation comply(ies)with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000; > if Section B of this form indicates that an Immediate Response Action Status Report and/or a Remedial Monitoring Report is(are)being submitted,the response action(s)that is(are)the subject of this submittal (i)is(are)being implemented in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000 and(iii)comply(ies)with the identified provisions of all orders, permits,and approvals identified in this submittal; > if Section B of this form indicates that an Immediate Response Action Completion Statement or a request to Terminate an Active Remedial System or Response Action(s) Taken to Address an Imminent Hazard is being submitted,the response action(s)that is(are)the subject of this submittal(i)has(have)been developed and implemented in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000,(ii)is(are)appropriate and reasonable to accomplish the purposes of such response action(s)as set forth in the applicable provisions of M.G.L.c. 21 E and 310 CMR 40.0000 and (iii)comply(ies) with the identified provisions of all orders,permits,and approvals identified in this submittal. I am aware that significant penalties may result,including,but not limited to, possible fines and imprisonment,if I submit information which I know to be false,inaccurate or materially incomplete. 1. LSP#: 4303 DAVID C BENNETT 2. First Name: 3. Last Name: 4. Telephone: 5088966630L�J 5. Ext.. �` 6. FAX: P ,. DAVID C BENNUT h -A q►of a$ 7. Signature: .. :• . ���� �� 8. Date: 02129/2008 1 9.LSP Stamp: (mm/dd/yyyy) Electronic Seal cv I — ' 're N Revised: 2/9/2005 Page 4 of 6 Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC105 IMMEDIATE RESPONSE ACTION (IRA) TRANSMITTAL Release Tracking Number FORM Pursuant to 310 CMR 40.0424-40.0427(Subpart D) 4❑ - 20861' F. PERSON UNDERTAKING IRA: 1. Check all that apply: c. change in the person a.change in contact name b.change of address ❑ undertaking response actions 2. Name of Organization: ITRADEWINDS CONDOMINIUMS LLC 3. Contact First Name:1JIM 4. Last Name: WALSH 5. Street: 94 SAINT BOTOLPH STREET 6.Title: OWNER 7. City/Town: BOSTON 8. State: MA` 9. ZIP Code: 02116-0000 10. Telephone: E 11.Ext.: 12. FAX: G. RELATIONSHIP TO RELEASE OR THREAT OF RELEASE OF PERSON UNDERTAKING IRA: ®✓ 1. RP or PRP ✓❑ a. Owner ❑ b. Operator ❑ c. Generator d. Transporter ❑ e. Other RP or PRP Specify: ❑ 2. Fiduciary,Secured Lender or Municipality with Exempt Status(as defined by M.G.L.c.21 E,s.2) ❑ 3. Agency or Public Utility on a Right of Way(as defined by M.G.L.c.21 E,s.50)) 4. Any Other Person Undertaking IRA Specify Relationship: H.REQUIRED ATTACHMENT AND SUBMITTALS: 1.Check here if any Remediation Waste,generated as a result of this IRA,will be stored,treated,managed,recycled or ® reused at the site following submission of the IRA Completion Statement. If this box is checked,you must submit one of the following plans,along with the appropriate transmittal form. ❑ a. A Release Abatement Measure(RAM)Plan(BWSC106) ❑ b.Phase IV Remedy Implementation Plan(BWSC108) 2. Check here if the Response Action(s)on which this opinion is based,if any,are(were)subject to any order(s), permit(s) ❑ and/or approval(s)issued by DEP or EPA. If the box is checked,you MUST attach a statement identifying the applicable provisions thereof. ❑✓ 3. Check here to certify that the Chief Municipal Officer and the Local Board of Health were notified of the implementation of an Immediate Response Action taken to control,prevent,abate or eliminate an Imminent Hazard. Z 4. Check here to certify that the Chief Municipal Officer and the Local Board of Health were notified of the submittal of a Completion Statement for an Immediate Response Action taken to control,prevent,abate or eliminate an Imminent Hazard. ❑ 5. Check here if any non-updatable information provided on this form is incorrect,e.g.Release Address/Location Aid. Send corrections to the DEP Regional Office. Q✓ 6. Check hereto certify that the LSP Opinion containing the material facts,data,and other information is attached. Revised: 2/9/2005 Page 5 of 6 LN Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC105 L! IMMEDIATE RESPONSE ACTION (IRA) TRANSMITTAL Release Tracking Number FORM Pursuant to 310 CMR 40.0424-40.0427(Subpart D) - 20861- I. CERTIFICATION OF PERSON UNDERTAKING IRA: 1. I, JIM WALSH 1,attest under the pains and penalties of perju ry(i)that I have personally examined and am familiar with the information contained in this submittal,including any and all documents accompanying this transmittal form, (ii)that,based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained in this submittal is,to the best of my knowledge and belief,true,accurate and complete,and(iii) that I am fully authorized to make this attestation on behalf of the entity legally responsible for this submittal. I/the person or entity on whose behalf this submittal is made am/is aware that there are significant penalties,including, but not limited to, possible fines and imprisonment,for willfully submitting false, inaccurate,or incomplete information. 2 By. IJIM WAL'SH 3. Title: OWNER Signature 4. For: ITRADEWINDS CONDOMINIUMS LLC 5. Date: 02/29/2008 (Name of person or entity recorded in Section F) (mm/dd/yyyy) ® 6. Check here if the address of the person providing certification is different from address recorded in Section F. 7. Street: 8. City/Town: 9. State: 10. ZIP Code: 11. Telephone: 12.Ext.: 13. FAX: YOU ARE SUBJECT TO AN ANNUAL COMPLIANCE ASSURANCE FEE OF UP TO$10,000 PER BILLABLE YEAR FOR THIS DISPOSAL SITE. YOU MUST LEGIBLY COMPLETE ALL RELEVANT SECTIONS OF THIS FORM OR DEP MAY RETURN THE DOCUMENT AS INCOMPLETE. IF YOU SUBMIT AN INCOMPLETE FORM,YOU MAY BE PENALIZED FOR MISSING A REQUIRED DEADLINE. Date Stamp(DEP USE ONLY:) Received by DEP on 2/29/2008 7:09:13 PM Revised:2/9/2005 Page 6 of 6 eDEP: Print Receipt Page 1 of 1 Submittal Summary & Receipt Your submission is complete. Thank you for using DEP's online reporting system. You can select"My Homepage"to review your status. DEP Transaction ID: 168684 Date and Time Submitted: 2/29/2008 7:09:13 PM Other Email : Form Name: BWSC 105 IRA Transmittal Form RTN: 4-20861 Location: TRADEWINDS MOTEL, FMR. Address: 780 CRAIGVILLE BEACH RD, HYANNIS, Person Making Submittal TRADEWINDS CONDOMINIUMS LLC JIM WALSH 94 SAINT BOTOLPH STREET BOSTON, MA 021160000 LSP LSP#: 4303 LSP Name: DAVID C BENNETT Person Making Certification TRADEWINDS CONDOMINIUMS LLC JIM WALSH Ancillary Document Uploaded/Mailed BWSC-105 Q.604- Imminent Hazard Evaluation Doc- By Mail BWSC-105 Q.B08- IRA Completion Report- By Mail https:Hedep.dep.mass.gov/restricted/webpages/printreceipt.aspx 2/29/2008 IMMEDIATE RESPONSE ACTION COMPLETION CLASS A-2 RESPONSE ACTION OUTCOME SUPPORTING DOCUMENTATION MA DEP RTN 4-20861 Former Tradewinds Motel 780 Craigville Beach Road—Hyannis, MA [Barnstable Assessor's Map 226, Parcel 140-1] Project#B007-4798 FEBRUARY 27,2008 Prepared By: BENNETT& O'REILLY, INC. 1573 Main Street—P.O. Box 1667 Brewster, MA 02631 David C. Bennett, LSP On Behalf Of: Tradewinds Condominiums, LLC. —Jim Walsh, Owner 94 Saint Botolph Street—Boston,MA 02116 Prepared for: MA Department of Environmental Protection(MA DEP) Southeast Regional Office (SERO) 20 Riverside Drive—Lakeville, MA 02347 Mr. Andrew Jones, Case Officer Appendix A:Reference Plans - Figure 1: Site Locus Plan [USGS Topographic Quad.,Barnstable,MA 19981 (excerpt) - Figure 2: Groundwater Resources of Cape Cod,MA [LeBlanc et al, 1986] (excerpt) - Figure 3:MA DEP BWSC GIS Map [2007] - Site Plan entitled"Immediate Response Action Completion,Class A-2 Response Action Outcome...", Prepared by BENNETT ENVIRONMENTAL ASSOCIATES,INC.,dated February 27,2008. Appendix B:Field Reports - Field Inspector's Report on Work Progress [#1 (1/16/08)-#3 (2/15/08)] - Monitoring Well Sample Logs [1/16/08,2/4/08,2/15/08] Appendix C: Environmental Records - BWSC-104: Response Action Outcome Statement w/eDEP Submittal Summary and Receipt - BWSC-105: Immediate Response Action Transmittal Form w/eDEP Submittal Summary and Receipt Appendix D: Laboratory Analysis - Method 3 Residential Short Form - Environmental Monitoring—Groundwater[Groundwater Analytical,Inc.] (1/31/08) - Environmental Monitoring—Groundwater[Groundwater Analytical,Inc.] (2/14/08) - Environmental Monitoring—Groundwater [Groundwater Analytical,Inc.] (2/27/08) Appendix E: Quality Assurance—Quality Control Plan eDEP: Print Receipt Page 1 of 1 Submittal Summary & Receipt Your submission is complete. Thank you for using DEP's online reporting system. You can select"My Homepage"to review your status. DEP Transaction ID: 168687 Date and Time Submitted: 2/29/2008 7:07:59 PM Other Email : Form Name: BWSC 104 RAO Transmittal Form RTN: 4-20861 Location: TRADEWINDS MOTEL, FMR. Address: 780 CRAIGVILLE BEACH RD, HYANNIS, Person Making Submittal TRADEWINDS CONDOMINIUMS LLC JIM WALSH 94 SAINT BOTOLPH STREET BOSTON, MA 021160000 LSP LSP#: 4303 LSP Name: DAVID C BENNETT Person Making Certification TRADEWINDS CONDOMINIUMS LLC JIM WALSH Ancillary Document Uploaded/Mailed BWSC-104 Ques.B2 - RAO Report- By Mail https:Hedep.dep.mass.gov/restricted/webpages/printreceipt.aspx 2/29/2008 Massachusetts Department of Environmental Protection eDEP Transaction Copy Here is the file you requested for your records. To retain a copy of this file you must save and/or print. Username: TODDEVERSON Transaction ID: 168684 Document: BWSC 105 IRA Size of File: 140.876 K Status of Transaction: SUBMITTED Date and Time Created: 2/29/2008::8:01:11 PM Note: This file only includes forms that were part of your transaction as of the date and time indicated above. If you need a more current copy of your transaction, return to eDEP and select to "Download a Copy" from the Current Submittals page. "MM DD ' YYYY -- ❑Delete NFIRS _ 101920 �J 10 25 L 2007 11 1 07-0003178 000 Change Basic 1 FDID * State* incident Date * station Incident Number * Exposure No Activity Check this box to indicate that the.address for'this incident is provided on the Wildland Fire Census Tract Location* Module In section H"Alternative Location specification". Use only for Wlldland fires, ]street address L_780 U �CRAIGVILLIE BEACH RD _ [Intersection Number/Milepost .Prefix Street or Highway - Str�e suffix . [.Jln Re front of I I ICENTERVILLE __J IMA 1 L02632 uRear Of Apt./Suite/Room. City State Zip Code [Adjacent to I [Di,i:actions Cross street: or directions, as annlicable ' Midnight is 0000 C. Incident Type * El Date & Times j 2 Shift:. & A arms 14 IChIno 'a] spill or leak 1 Check boxes if . Month Day ' 'Year Hr.Min:Sec Local option dates are.the - incidenr T/pe _ �•_•.• same as Alarm I.ZARM always required f . 1� I t(_CM12_) Aid i Give :. or Received* _ Date. 10 25 20071 10:31;51� Received* Alarm I_-J l�J L-.___ -.� Shift >>. Alarms District . Platoon ARRIVAL required, unless canceled.or did not arrive _ 1 [Mutual aid received U Arrival * 10 25 20071L10:40.4B� E3 2 [Automatic aid SI Thai Their State CONTROLLED Optional, Except for wildland fires Special Studies 3 [-]Mutual aid given 4 ❑Automatic aid. given El Controlled u u L-�I I Local Option 5 ❑Other aid given Their LAST UNIT CLEARED, required except for wildland fires I�-IrU lnr..i.dert Number East Unit Spec.._a?. gpe;,_�.al N ONeine. ( ❑ Cleared �0� �J 20'?71 1.0:51 1:.37 Study lrrl Study Value j.' Actions Taken * G1 Resources * G2 Estimated. Dollar Losses & Values ❑ Check this box and skip this LOSSES: Required for all fires if known. Optional section if an Apparatus or Personnel formis used. for non fires: None 86 Investigate Apparatus Personnel Property $1 1 , 000 ,1 000 ❑ Primary Action Taken (1) Iu' Suppression L I IIL1 Contents $1 000 ,1 000 ❑ Additional Actiol n Taken (2) I =,(EMs U I� PRE-INCIDENT"VALUE: ' Optional Other 000 I 0001 <;� I J. Property I I 000 000 'Additional. Action Taken,(3). I� i ; *Cheri, box-if resource tcounts ❑'��include aid re'ceived'resources. • Contents-$ •r �"� - 000 , 000 El p Hl*Casualties❑None -- -' '� Mixed Use`Pro art Completed.Modules j�;3.•r .Hazardous, Materials Release.. , I F Y ':]Fire-2 Deaths Injuries N [.None NN Not Mixed ):ire 10 Assembly use Structure-3 I � � I 1 Natural Gas: alov leak, no a auction or Haznht acticna 2 Education,-use e L� L��Service ]Civil Eire Cas.-4 2 Propane gas: oil lb. tank (as in home as4 grill) 33! 'Medical use Fire Serv. Cas.-5 Civilian) I u 3 [:]Gasoline: vehicle fuel tank o.po.taLla aantal.ur' 40 Residential use EMS-6 v 4 [ m.Kerosene: fuel burning equipment or portable storage 51 Row stores Detector 5-3 Enclosed mall �HazMat-7 n Required for confined Fires. 5 ❑Diesel fuel/fuel .oil':v hicl.fuel tank or portable 58 Bus._.& Residential --]Wildland Fire-8 1❑Detector alerted occupants 6 ❑Household solvents: home/office spill, cleanup only 5;g,`; office used Apparatus-9 7 Motor oil: from engine ar portable c�nzainsr 6�0: Industrial„.use Personnel-10 2 Detector did not alert them 63- Military use ❑ 8 [Paint: from paint cans totaling<'55 gallons 65 � Farm�use '; Arson-11 jJ Unknc::n O Other: spacial HerMat acticna required or spill>SSgal., 00 Other'm xed"`use pleas lets the Hawat form r---, J Property Use* Structures 341❑Clinic,clinic type infirmary 539 ❑Household g6ods,sales,repairs 342❑Doctor/dentist office 579 ❑Motor vehicle/boat sales/repair L31 Church, place of worship 361❑Prison or jail, not juvenile 571 []Gas or .service station L61 ❑Restaurant or ,cafeteria 419[1-or 2-family dwelling 599 ❑ Business office L62 [Bar/Tavern or nightclub 429®Multi-family dwelling 615 ❑Electric generating plant ?13 [Elementary school or kindergarten 439❑Rooming/boarding house 629 [Laboratory/science lab ±15 [High school or junior high 449❑Commercial hotel or motel 700 ❑Manufacturing plant ?41 [College, adult education 459[Residential, board and care 819 [L'ivestock/poultry storage(barn) 311 nCare facility for the aged 4 64[Dormitory/barracks 882 [Non-residential parking 'garage 331,[]Hospital , , 519❑Food and beverage sales 891 ❑Warehouse _ i, Outside 936[vacant lot 981`❑: Cons_truction_site_ L2 4.[Playground•or park 93B QGraded/care for,plot:of land , 984 ❑'Industrial plant,,yird a 355 [Crops,or orc}iard "- 1946 Lake, river,--stream _ Lookup and enter a Property Use code only if 569 Forest (timberland) 951 Railroad right of way, you have NOT checked a Property Use box: 307.[Outdoor storage area _ 960 ❑Other street property Use 1429 )19 ❑Dump or sanitary landfill 961 Highway/divided.highway Multifamily dwelling )31 [Open land or field 962 Residential street/driveway NFIRS-1 Revision 03 11 99 MM DD YYYY U 10 25 2007 1 07-0003178. 000 complete 01920 Narrative FDID * State.* Incident Date * Station Incident Number * Exposure. *. Narrative: -Caller Name DAVE R:OBBINS Caller Phone (508) 790-0336 COID=VERIZ OIC ' : GREENS lmotte ; 2007/10/25 10:40:48 •= 321 AT EVENT MANNING IS 1' -911 2007/10./25 10:31: 51 Time of Call : "2007/10/25 10:31:25 Phone Number (508) 790-0336 COID=VERIZ Caller Name. SCANLAN JK COMPANY, INC Street Number. : 780. Street Name : .CRAIGVILLE BEACH RD Service Municipality . : CENTERVILLE ESN : ESN=509 MTN:508-790-0336 lmotte ; 2007/10/25 10:33:36 UNDERGROUND TANK HIT, UNK MATERIAL INSIDE lmotte 2007/10/25 10: 51:35 TANK CONTAINS SOME KIND OF SOLVENT OR SOMETHING, WILL CALL THE BOB LATER Dispatched for a report of an unknown underground tank at the construction site that was revealed while digging for a foundation. I arrived on location and was shown the tank by Raymound DeVita, Construction Supervisor of A Scanlon Company, . Inc. 508-540-6226. I observed what appeared to be a very old tank that looked to hold approximately 200 gallons. it had obviously been buried for a long time. It had been split and there was quite a bit of a liquid that had .a acetone type odor to it. There was no immeadiate hazard. Mr DeVita assurred me that .they would stop work in the area and called a haz-mat clean up contractor, right away to take care of it. I called the Barnstable Board of Health to report •the situation and they called me back to let me know they were on the way to investigate it. I also notified FPO Pulsifer who went down later in the day to• investigate. Returned to quarters. 10/26/2007 08:01:44 sgreene Follow-up 11/2/07 1430hrs 329 On location with Enviro-Safe for removal of UST along with Scanlon Construction and David Bennett from Bennett & O'Reilly (LSP) . Tank removed and found . to be in very poor condition, remaining product from .tank had been removed from tank on 10/31/07 by Enviro-Safe Corp. Unsure on product in tank could be gasoline or more likely kerosene. After removal site. evaluat.ed for contamination based on soil samples. Contamination was found and Bennett and O'Reilly received ok from DEP for removal of 10yds of soil and 500 : gallons of groundwater. Tank location was within 3 feet of water table. Further testing and evaluation to be completed by Bennett & O'Reilly in conjunction with the State DEP. Follow-up notifications to be made by letter to Board of Health and DEP. 329 cleared scene 11/08/2007 16:06:58 .mmacneely R1 Person/Entity Involved Local Option Business name (if applicable) Area Code Phone Number DChecl: This Box if I ' Fi'rst Name .MI Last Name suffix same address as Mr.,Ms., Mrs. incident location. Then skip the three duplicate address Number - Prefix Street or Highway _ Street Type Suffix lines. (Post Office Box I I Apt./Suite/Room City. - State 'Zip Code - EJ More people involved? Check .this box and attach Supplemental Forms (NFIRS-IS) as. necessaryr 2 owner- Same as person involved? - El Then check this bo and skAp h I I The rest of this z section. Local Option Business name (if Applicable) Area Code Phone Number L._—I I u ❑ Check this box if Hr.,Ms., Mrs. First Name MI Last Name Suffix same address as incident location. Then skip the three duplicate address Number Prefix. Street or Highway Street Type Suffix lines. I J I I Post: office Box - - Apt.;i 5 u.i.te/Room City. -State Zip Code L Remarks Local Option -Caller Name DAVE ROBBINS Caller Phone (508) 790-0336 COID=VERIZ OI'C : GREENE lmotte ; 2007/10/25 10:40:48 - 321 AT EVENT MANNING IS 1 921 ; 2007/10/25 10:31:51 Time of Call 2007/10/25 10:31:25 Phone Number (508) 790-0336 COID=VERIZ Caller Name SCANLAN JK COMPANY INC. Street Number : 780 Street Name : CRAIGVILLE BEACH RD Service Municipality CENTERVILLE ESN : ESN=509 MTN:508-790-0336 lmotte 2007/10/25 10:33:36 UNDERGROUND TANK HIT, UNK MATERIAL INSIDE lmotte ; 2007/10/25 10: 51:35 TANK CONTAINS SOME KIND OF SOLVENT OR SOMETHING, WILL CALL THE BOH LATER Dispatched for a report of an unknown underground tank at the construction site that was revealed .while digging for a foundation. I arrived on location and was shown the tank by Raymound DeVita, Construction Supervisor of JK Scanlon Company, Inc. 508-540-6226. I observed what appeared to be a very old tank that looked to hold approximately 200 gallons. it had obviously been buried for a long time. It had been split and there was quite a bit of a liquid that had a acetone type odor to it. .There was no immeadiate hazard. Mr DeVita assurred me that they would stop work in the area and called a haz-mat clean up contractor right away to take care of it. Authorization 18300 IGREENE, SEAN IICAPT 1 10 1 LL6J 1 2007 Officer in charge ID Signature - 'Position or rank Assignment Month Day Year Y 18300 I I GREENE, SEAN - I I CAPT 11 1 ,u. 2007 ox i or, f ame Position or ran): Assignment Month Gay Year s Officer Member making report ID Signature n charge. Ct CENT'ERVILLE-OSTERVILLE-MARSTONS MILLS-FIRE DISTRICT 1875 ROUTE 28 CENTERVILLE, MA 02632 (508) 790-2375/FAX#(508) 790-2385 OIL/HAZARDOUS MATERIAL. RELEASE FORM F.A.# 07-0003178 LOCATION: ADDRESS OF RELEASE: 760 Craigville Beach Road Centerville, MA 02632 DATE OF.RELEASE: 10 25/07 PRODUCT RELEASED: Unknown ESTIMATED QUANTITY: Unknown CORRECTIVE ACTION TAKEN BY RESPONSIBLE PARTY: Notifications NOTIFICATIONS: FIRE DEPARTMENT: YES(x� NO( ) DATE: 10/25/07 TIME: 1031 NATIONAL RESPONSE CENTER YES( ) NO(x� DATE: TIME: DEPT. OF ENVIRONMENTAL PROTECTION YES(x� NO( ) DATE: 11/2TIME: 1430hrs OIL SPILL COORDINATOR: YES( ) NO(x� DATE: TIME: TOWN BOARD OF HEALTH: YES( NO( ) DATE: 10/25/OTIME: 1100hrs TOWN HARBORMASTER: ' YES( ) NO(x� DATE: TIME: OTHER AGENCIES: N/A COMMENTS: SEE ATTACHED NARRATIVE FROM INCIDENT #07-0003178. REPORTED BY: In . Martin M cNeel ATE: 11/9/07 / COPY-FIRE DEPAR TENT COP -D.E.P. OPY-BOARD OF-HEALTH ; C-O-MM FORM#58 l �\ COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENERGY & ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PRO T SOUTHEAST REGIONAL OFFICE (!OPY 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 608-946 LIFOe - DEVAL L.PATRICK IAN A.BOWLES Governor Secretary TIMOTHY P.MURRAY. LAURIE BURT Lieutenant Governor Commissioner URGENT LEGAL MATTER: PROMPT ACTION NECESSARY November 14,2007 Mr.Jim Walsh,Owner RE: BARNSTABLE(HYAN14IS)-BWSC Tradewinds Condominiums,LLC Fmr.Tradewinds Motel 94 Saint Botolph Street "780 Craigville Beach Rd. Boston,MA 02116, RTN#4-20861 NOTICE OF RESPONSIBILITY M.G.L. c.21E,310 CMR 40.0000 c ..tl �4a ATTENTION:Mr.Walsh On November 2, 2007 at 2:45 pm the Department of Environmental Protection ("MassDEP"),--!P received oral notification of a release and/or threat of release of oil and/or hazardous material at the above referenced property which requires one or more response actions. During the removal of an Underground Storage Tank(UST),soil headspace measurements exceeded 100 parts per million(ppm). The Massachusetts Oil and Hazardous Material Release Prevention and Response Act, M.G.L. c.21E, and the Massachusetts Contingency Plan (the "MCP"), 310 CMR 40.0000,require the performance of response actions to prevent harm to health, safety,public welfare and the environment which may result from this release and/or threat of release and govern the conduct of such actions. The purpose of this notice is to inform you of your legal responsibilities under State law for assessing and/or remediating the release at this property. For purposes of this Notice of Responsibility, the terms and phrases used herein shall have the meaning ascribed to such terms and phrases by the MCP unless the context clearly indicates otherwise. MassDEP has reason to believe that the release and/or threat of release which has been reported is or may be a disposal site as defined by the M.C.P. MassDEP also has reason to believe that you(as used in this letter, "you" refers to Tradewinds Condominiums, LLC) are a Potentially Responsible Party(a "PRP") with liability under M.G.L. c.21E §5, for response action costs. This liability is "strict",meaning that it is not based on fault, but solely on your status as owner, operator, generator, transporter, disposer or other person specified in M.G.L. c.21E §5. This liability is also "joint and several", meaning that you may be liable for all response action costs incurred at a disposal site regardless of the existence of any other liable parties. MassDEP encourages parties with liabilities under M.G.L. c.21E to take prompt and appropriate actions in response to releases and threats of release of oil and/or hazardous materials. By taking prompt This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. DEP on the World Wide Web: http:/Avww.mass.gov/dep 0 Printed on Recycled Paper 2 action, you may significantly lower your assessment and cleanup costs and/or avoid liability for costs incurred by MassDEP in taking such actions. You may also avoid the imposition of, the amount of or reduce certain permit and/or annual compliance assurance fees payable under 310 CMR 4.00. Please refer to M.G.L. c.21E for a complete description of potential liability. For your convenience, a summary of liability under M.G.L.c.21E is attached to this notice. You should be aware that you may have claims against third parties for damages,including claims for contribution or reimbursement for the costs of cleanup. Such claims do not exist indefinitely but are governed by laws which establish the time allowed for bringing litigation. MassDEP encourages you to take any action necessary to protect any such claims you may have against third parties. At the time of oral notification to MassDEP, the following response actions were approved as an Immediate Response Action(IRA): • Continued assessment. • Excavation and disposal of up to 10 cubic yards of contaminated soil. • Removal of up to 500 gallons of oil contaminated water. • All Remediation Waste must be properly stored/handled and disposed of within 120 days from the date of generation per 310 CMR 40.0030. ACTIONS REQUIRED Additional submittals are necessary with regard to this notification including,but not limited to,the filing of a written IRA Plan, IRA Completion Statement and/or a Response Action Outcome (RAO) statement. The MCP requires that a fee of$1,200 be submitted to MassDEP when an RAO statement is filed greater than 120 days from the date of initial notification. Specific approval is required from MassDEP for the implementation of all IRAs pursuant to 310 CMR 40.0420 and 310 CMR 40.0443, respectively. Assessment activities, the construction of a fence and/or the posting of signs are actions that are exempt from this approval requirement. In addition to oral notification, 310 CMR 40.0333 requires that a completed Release Notification Form (BWSC-103, attached) be submitted to MassDEP within sixty (60) calendar days of November 2, 2007. You must employ or engage a Licensed Site Professional (LSP) to manage, supervise or actually perform the necessary response actions at this site. You may obtain a list of the names and addresses of these licensed professionals from the Board of Registration of Hazardous Waste Site Cleanup Professionals by calling(617)556-1091 or visiting http://www.state.ma.us/IM.MassDEP has David C.Bennett of Bennett &O'Reilly,Inc.as LSP-of-Record for this release. Unless otherwise provided by MassDEP, potentially responsible parties ("PRP's") have one year from the initial date of notification to MassDEP of a release or threat of a release, pursuant to 310 CMR 40.0300, or from the date MassDEP issues a Notice of Responsibility,whichever occurs earlier,to file with MassDEP one. of the following submittals: (1) a completed Tier Classification Submittal; (2) an RAO Statement or, if applicable, (3) a Downgradient Property Status. The deadline for either of the first two tt 3 submittals for this disposal site is.November 2, 2008. If required by the MCP, a completed Tier I Permit Application must also accompany a Tier Classification Submittal. This site shall not be deemed to have had all the necessary and required response actions taken unless and until all substantial hazards presented by the release.and/or threat of release have been eliminated and a level of No Significant Risk exists or has been achieved in compliance with M.G.L. c.21E and the MCP. If you have any questions relative.to this Notice,please contact Andrew L. Jones at the letterhead address or at (508) 946-2785. All future communications regarding this release must reference the following Release Tracking Number:4-20861. Very truly yours, Daniel Crafton,Acting Chief Emergency Response/Release Notification Section C/ALJ/re P-M-20861-IORdoc Attachments: Release Notification Form;BWSC-103 and Instructions Summary of Liability under M.G.L.c.21E cc: Board of Health Board of Selectmen Fire Dept ec: David Bennett,LSP Bennett&O'Reilly dbennett(a�bennett-oreilly.com I I1�i11101fa4 i+�!'�'aCi�lr4 all�laor NAM iblit�.i. t�m.�I�►fsttnm i ; °>c��tunal<s ii�trX.�sle�lfhreett®r ;N main &told HYauu»y 1M10%.02011 i I ; I 'tot: 3915-: ►41.6304 Office: 569-962.4644 ll�nt@�Ilirlr!E DighnMe,v cetr�il� a�Hi 1�'oH•nti Date: •c1� 5ewn�e E're ruu to ��U; �I� �1�1 uH.�nur's:Eb9Gc>,�►YPurd-d a� 1 gabs 1 - II DeIH1lCT: C r�.� I� _ l�i,�r-1��,' 11���t91111�U°v C t .P'is�&,g �`� °__°e. d,✓ — _ Address. d dt etsa c IL.LV - + �:�i�7 �4 J [!✓1v��► �+ a'F F,>.j:��m.4 Orj ': ZY> of , .t�( � ���ti3 va�.1.�s41Eu4 s nennit twD install a. (date)' (ifu.Il alter) septic system at 7 �� t° ,%//s ,tr3c2 xch :�r�'c•d 'Q�EI'a��r a atc::tfgnwi115y (designer) _ ( certify that the septic,sysiieml';r0crerl�cc.d a ov.a 'ovas'unsta� �d su belly �,a:ardirn�Ru the design,which foray iuncluk iMMDe of:prO. ed c':ilattgl:,c su lei as 1 a 1 relosl>,tir�a of the distribution box an&&-s+.-Phc,„tole. I certify that the Septic ily vu i reirere-Mc+xl Above War. 'hvq hDd vvrd ntu'or ellealges (6- grea�er than 10' lateral rek,6 ll;dlt oftttlt SAS®r efuy ioall cal �cYorgtinn o any aon�polWlt of the septic system)twit nu kcbrdnnna gyveth,;"tz to&L:Haal Rej;;ulAi0T S. Plan nMWOn ol- cerdf ed as-built by desilvrwT L;r follovvCRAIG �- SHORT' -• :,..� S cx:s S1 � �lylZ,�fl:i�-7�i" ;CIVIL No 83 ZLZARF RWAIMN To ,Ralf. All �Uii �i: A[ffiAI;117 �,l> ?!ll ..e CAM,!CAMLSE COMPLIANCE WRL NOT BL 6y�il_W.111 U1NLIts�i lIS fa ,�ISIQUILRT;!Ire g, xxc»D a V Big l t _ Q.Ileeltm/SepticlDe�iCc�ificias Fctnn:i-ZG U4.drx: CRAIG R. SHORT, P.E. 235 Great Western Road P.O.Box 1044 Telephone (508)398-8311 South Dennis,MA 02660 Fax (508)398-3063 PROFESSIONAL CIVIL ENGINEER-SOIL EVALUATOR SEPTIC SYSTEM DESIGNS-HOUSE DESIGN PLANS-WATERFRONT DESIGN&PERMITTING September 27,2006 Thomas McKeon Barnstable Health Director 200 Main Street Hyannis, MA 02601 Re: Trade Winds Inn, 780 Craigville Beach Road,Centerville Your File#A-288-196 My File# 1-944 Dear Tom McKeon, This is to certify that the current septic design plan dated 7/11/06 complies with the variance granted by the Board of Health in their 1/25/05 letter. That plan was dated 12/15/04. The current plan shows the positioning of the main tanks up near the road to accommodate the additional treatment system request by the Board of Health The other revisions reflect site changes made for the Conservation Commission, Site Plan Review committee, Zoning Board of Appeals and the new architectural firm of Keenan&Kenny Architects,Ltd. Your quick attention to reviewing the permit application is appreciated since I was told late yesterday that the Zoning Board of Appeals permit runs out today. Very truly yours, �'jVj OFv"2 CR F SHORT U CIVIL Craig R. Short,P.E. No.27483 xc Alan Isenstadt SJ1p J.K. Scanlan Co.,Inc. . Michael Ford,Esq. Kerman&Kenny Architects,Ltd. 7 �C�J:�n«1 @ L op Tir,— P �JUcIn G�s (CG^ es TnnOF BAR�NpSTABLE LOCATION d Cd`a�bG, �Pr^G4 4C SEWAGE# o?0UG-- VILLAGE _ASSESSOR'S MAP&PARCEL Q,2�s INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (s'ze) NO. OF BEDROOMS �r ` OWNER P PERMIT DATE: COMPLIANCE DATE: D 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 SEWAGE INSPECTIONS LC` :780 CzaiUyifig Ppnnh Rood DATE 8/4/G3_ , VILLAGE Cen.tp.zviifp, l7ri,s,s_ ASSESSOR'S MAP & LOT226- 140-001) `-INSPECTOR lo�3eRh P. SEPTIC TANK CAPACITY 70..000 ram! 6 Z 5(L LEACHING FACILITY: (rypcpaiiie.6 41 Stonp. (size) J_i�oiv� NO. OF BEDROOMS * BUILDER OR OWNER OWNER MAILING ADDRESS .21 Cottage Lane Cente zvii-ee, Ala,313. 02632 W ACG Q� O 0 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH O ---C� �Uli'k...........OF........:/j/rxiI.i"''',FGc .. . ... ....................................... Tatifirtt#r of (Sout0haurr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed (/,/) or Repaired ( ) " �� er 71'0 G!z y/ v/L°C �G��� Inof �P' - TFlitc%- G/�ikrss - Ccrr�r`..cf at-------------------------•-----•-•---•-•-6..--------------•----•----------------....--•--------------•- has been installed in accordance with the provisions of TITLE 'of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.._ J ._.__.. .................. dated-...---_-...:--..�.3.:-d's-......... '. TIME ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.......................]Ita j. Inspector.... yt l ..-. I ti. s._.. ..... .. V. - _ - 40# No. Fees _ THE COMMONWEALTH OF MASSACHUSETTS Entered in computerq.�� PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01ppliLotion for ;Di$pooal *p$tem Con!arurtion Permit Application for a Permit to Construct(/`�')Repair( )Upgrade( )Abandon( ) El Complete System El Individual Components � Location Address or Lot No. D�f�Afb.5. Owner's Name,Address and Tel.No. QM((Assessor's CAOJ6eiLLc-�5Fo*e_ - AA-rD 7f G i�v/�i c A , � -A��Y/'✓ram `1.�s-4 Installer's Name,Address,and Tel.No pg Designer's Name,Address and Tel.No O EG��vs v e via A/ ��c .�� ' t 1 ( CR�f R • Na r—T P • ����7� 83[/ Type of Building: Dwelling No.of Bedrooms 40- Lot Size sq.ft. Garbage Grinder( ) Other Type of Building 6 �0 S No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 116 1Q gallons per day. Calculated daily flow (e 2-0 gallons. Plan Date AttAr-E 2-7t2cj.,4 Number of sheets 2 Revision Date VuAl15,A 20o f� Title S Oi-&Af Size of Septic Tank 8000 l 6W l O 0 Type of S.A.S. RFbS Description of Soil M Nature of Repairs or Alterations(Answer when applicable) Date last inspected:. Agreement: The undersigned agrees to ensure th ons uction and mainten ce of the)ore described on-site sewage disposal system in accordance with the provisions of Ti 5 of t n t to place the system'' operation until a Certifi- cate of Compliance has been issued b d of ealth. ,p± ( tA. Signe i�-S l�v / Date 6� Application Approved by Date Application Disapproved for the following a sons Permit No. Date Issued . 'yj-r v •+7, 3git ;,. w ,•riaY'. ,u, :x 4,.>e.,,,;• ,,.,a"t •,x q,.7,.,, r::-"—'-::+,n'" i3.i...n"t :ter L"' ',= ►r.p�,;s:f�... t s �K NO. .:roc'=c-, E-1GCr MONWEALTH OF MASSACHUSETTS Entered in computer��e PUBL164EALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS _ ZIPPrication for Migp6ga1*V!5tem Congtruction VerM" it Application for a Permit to Construct )Repair(� )Upgrade(( )Abandon(f / �;. ( ) El System El Components Location Address or Lot No. T �/�yj)s Owner's Name,Address and Tel.No. TPIO �/(oY%LI.F f e 64 AOi4�. '7HE IA406EAdl,,VDS —I�`AI1//SENfTsi`DT'/ll�/ Assessor's ap�el ! O "78Q L�Lfj 16 V i /I /�C A Gy L�b, Installer's Name,Address,and Tel.No. " Desi ner's Name,Address and Tel.No. _ � C�CoNS v�-!aN l��c ,318' /a ► I g n �JS 83!/ _. /� AMoNl�S P,#--1 f CRCI , /� s/f0�f P. D 02 u Type of Building: z. Dwelling No. of Bedrooms _ Lot Size sq. ft. Garbage Grinder h-Oter Type of Building 04.Ae7�D 5 No. of Persons Showers( Cafeteria( ) m Other Fixtures i 3+ Design Flow �lQ tft. gallons per day. Calculated daily flow T W o gallons. Plan Date . jU F 2 2,:5Ao[ Number of sheets 2e Revision Date Jy Al E a, 20 v(„ Title tG gu4TL"Ml A-A^t Size of Septic Tank"_000 1 00 f.tt d p Type of S.A.S. _ sebs Description of Soil )&0&A4 b N E 1� C0 A-125 E_srh jV-J�) /A Nature of Repairs or Alterations(Answer when applicable) Date last,inspected: Agreement The undersigned agrees to ensure the ons ction and mainten ce of the ore described on-site se,age disposal,system in accordance with the provisions of Tit 5 of t E o p ace the systeqv ' operation until a Certifi- cate,of Compliance has been issued b s d'of ealth. p or /�.� } Signe - F-IS. 11N Date aa-b/ � Application Approved Date _ Application Dis for t !pprovd he-following a ons Permff[No. Date Issued ` _ ------------------------------ ------ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certif irate of CorApliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded( ) Abandoned( )by ' at �'C7. ("ro, i , Q,0. has b constructed in accordance with the provisions of Tit 5 and the for Disposal System Construction Permit No. dated Installer CJC^ Designer The issuance of this permit shal not//b�e construed as a guarantee that the I stem 4 fu io 1 as design Date r? 1I/C�� Inspector A Fee ;! THE COMMONWEALTH,OFMASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migpogar 6pgtem Congtruction Vermit ion is hereb rante Construct &R7r aty g � ,> Pg ade(Ay P ation for Disposal System Construction Permit. The applicant recognizes his/her duty to local-provisions or special conditions. i1eted within three years of the date.of.this _ it —. _ Approved by ., e+ Town of Barnstable MUUMASM • Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,KS. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. January 25, 2005 Mr. Craig R. Short, P.E. P.O. Box 1044 So. Dennis, MA 02660 RE: Tradewinds, 780 Craigville Beach Road A= 288-196, Dear Mr. Short, You are granted variances, on behalf of your client, Alan Isenstadt, to install an innovative/alternative system at 780 Craigvile Beach Road, Centerville, Massachusetts. 310 CMR 15.211: The soil absorption system will be located twelve feet away from the foundation wall, in lieu of the minimum twenty feet separation distance required. PART VIII, SECTION 1.00: The soil absorption system will be located seventy- five feet away from the bordering vegetated wetlands,in lieu of the minimum 100 feet separation distance required. These variances are granted with the following conditions: (1) Prior to obtaining a disposal onstruction permit, the applicant shall submit a written monitori pan r the I/A system. The wastewater effluent shall be tested qua or the first two years of operation for pH, CBOD, TSS, TN, and nitrates. After two years of monitoring, the applicant may request a reduction in the testing schedule. The maximum nitrogen discharge limit shall not exceed 15 mg/liter. (21) No more than forty-two (42) 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. ShortIsenstadtTradewinds w _ s' (3) A 40 mil. polyethylene liner shall be installed in between the new soil absorption system and the foundation wall of Building A as shown on the submitted revised plan dated December 15, 2004. (4) The septic system shall be installed in strict accordance with the engineered plans dated revised December 15, 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 plans dated December 15, 2004. (6) The applicant shall submit a copy of the signed two-year Operation and Maintenance Agreement (O&M) between the contractor and the homeowner to the Board of Health. The engineer or O& M contractor shall conduct inspections to the I/A system a minimum of twice yearly. Sin rely you r 7r t yn Miller, M.D. ai an ShordsenstadtTradewinds r . _ a , 1HE 7, DATE: �OL- O� FEE: BAHNBTABLE. 9 MAC. 1639- ,0� REC. BY � 639 Town of Barnstable _ B S=D. DA 1_ Board of]health 367 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 780 Craig-ville Beach Road, Centerville Assessor's Map and Parcel Number: MAP 226 PARCEL 140-1 Size of Lot: 5.28 Acres Wetlands Within 300 Ft. Yes XX Business Name-. Tradewinds Inn No Subdivision Name: APPLICANT'S NAME: Alan Isenstadt dba Tradewinds Inn Phone: -' Did the owner of the property authorize you to represent hi n or her? Yes XX No . PROPERTY OWNER'S NAME CONTA T C PERSON .. Name Alan Isenstadt Name Craig R_ Short, P.E. - Address P. O.Box 477 Address P. O.Box 1044 1 - Centerville, MA 02632 South Dennis, MA 02660 Phone Phone 508 398-8311 fi ` VARIANCE FROM REGULATIONS REASON FOR VARIANCE 15.211 Distance between S.A.S- &cellar wall An 8' variance is requested and the use of a 40 mil vinyl liner instead of the 20'setback Part V 1 Sect. 1.00: Distance of Septic tank to BVW A 25' variance requested from Town Regulations requiring 100'. NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System ❑ C4ckiist(to be completed by office staff-person receiving variance request application) _�— Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) 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) `t 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/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance'request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Ras k:R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Q:/WP/VARIREQ ABUTTERS OF: Tradewinds Inn Michael &Robin Holcomb Alan Isenstadt Michael & Christine Agli AM 226/172 AM 226/140-1 File#1-999 BOH 115 Grey Stone Drive BOH Hearing Plantsville, CT 06497 Alan 1 sen stadt Tr. Archer Realty Trust AM 226/140-1 Paula Ann Lopalka P. O. Box 477 AM 226/140-2 17 Southwinds Circle AM 226/164 C Centerville,MA 02632 Centerville, MA 02632 John J. Pendergast Jr. Ann D. Pendergast Joseph A. Hartigan, Jr. Pendergast Marie Ave. R.T. AM 226/135-001 Mary Ellen Hartigan AM 226/155 P. O. Box 576 25 Elrn Street AM 226/154 Centerville, MA 02632 Brookline, MA 02445 Philip S. Schiller Georgia Metaxas Tr. Stephen T. David AM 226/146-2 Kathy Ypsilantis Tr. AM 226/152 P_ O. Box 269 22 Sharpe Road West Hyannisport, MA 02672 Newton, MA 02459 G. Arthur Hyland, Jr. Christian Camp Meeting Assoc. Susan B. Hyland AM 226/145 c/o Richard H. Eggers, Jr. AM 226/137 Craigville Beach Road Summerbell Avenue West Hyannisport, MA 02672 Craigville, MA 02636 Stefan Seidner Julia G. Gavitt Tr. Cynthia B. Seidner Tr. JGG Craigville Nom. Tr. AM 226/138 284 West Bay Road AM 226/142 11 Drowne Parkway AM 226/15 Osterville, MA 02655 Rumford, RI 02916 Wayne Kurker Margaret F. :Kurker Sylvia J. Pendergast P. O. Box ur AM 226/141 P. O. Box 576 AM 226/139 69 West Hyannisport, MA 02672 Centerville, MA 02632 Town of Barnstable 367 Main Street AM 225/6 Hyannis, MA 02601 William A. Schortman Maxine R. Schorhnan AM 226/175 72 Broad Brook Road Broad Brook, CT 06016 Elizabeth L. Macarthur et al 7 Lake Elizabeth Drive AM 226/174 Centerville, MA 02632 CRAG R. SHORT, P . E. 235 Great Western Road P.O. Box 1044 Telephone(508)398-8311 South Dennis, MA 02660 Fax(508)398-3063 PROFESSIONAL CIVIL ENGINEER-SOIL EVALUATOR SEPTIC SYSTEM DESIGN—HOUSE DESIGN PLANS—WATERFRONT DESIGN&PERMITTING NOTIFICATION TO ABUTTERS OF: APPLICANT: Alan Isenstadt Tradewinds Inn Certified Mail 780 Craigville Beach Road Return Receipt Requested Centerville,MA Dear Abutter, Please be advised that the Applicant is applying for Approval of a Septic Upgrade for New Construction with no increase in design flow(actual reductions) from the Regulations of the Massachusetts Department of Environmental Protection,Title 5, and/or the Town of Barnstable Regulations for Subsurface Disposal of Sewage. TITLE 5 AND TOWN OF BARNSTABLE REGULATIONS Title 5 Section 15.211 Distance between S.A.S. and Cellar wall, 20' required An 8' variance is requested and the use of a 40 mil. vinyl liner instead of the 20' setback. Town Reg. Part VIII Sect. 1.00 Distance of Septic tank to BVW A 25' variance requested from Town Regulations requiring 100'. The plans are available for review at the Barnstable Health Department, 200 Main Street,Hyannis, MA 02601, Monday through Friday(excluding holidays)from 8:30 a.m.to 4:30 p.m. A Tentative hearing date is scheduled for Tuesday,January 11,2005 beginning at 7:00 PM. Please call Barnstable Health Department to confirm (508-862-4644) This letter is to serve as an official notification to abutters. Sincerely, Craig R. Short, P.E. Cc: File Barnstable Board of Health Abutters t <I E ,g _ © �•• �F/' v I`v „O„ N,l �' try ?�,. ti 1 4 s= r PPSAk / 1 1T !a�� Dx 11r ® P hQ Y 4Kc- 5 r © 7 ,, 9l 29 �i o ��G rp�d I '�� t7•IC 8 ./ � :�44C 't�I Y ° o to fir 1� ®fi4 'I tt 10 � .+e7fiE, •DI AC . ' oo / °a, '�N 6 � c• f / •Ss.c. i ti ., 8d' , y z33Ac. '7i• ,••y too V b� c •�S o � ac A 136 u r 'IP 1.24AC., > _ r31 234C. a t0 +O Z44C ina ►a P yr - WAY _ 132 ` 19 I rvQ za! �. . .SSAC. ..1 ews• Z3AC.00 'o? , Au a ayt LAKE 7 125 GELD t30-A1c-_,A �.1i.c L3eciz $'tC g + ro EL/IABf>N P •32 0 133 " w .35AC. io 135.001 p 2.45 upl Amb 9 g 126 " AGa�mpLA 3►U I 60At 2SAG� o + %,34 ® b..b r � \ v L►t, TONS ® 1q 9►t hVQ' 3/4C ia�7 3o e• f `\ .79� ,�cl 3 1: a 4c Clmh 12T 6 _ •f/o �Q o t a •o ri. C t q0•t 1•� ,.�e`Qf l ye� :,:•1.. A 0 I,o-y r ,rA R 0 1S2 1/ •o i Y - a ISA g 1eo e i Qc�t 40 q u ISj ! t; H 1.1! IaV• .Tta.r. i .33A.C-S A ,� r, f" i1e t 14S 9 �, • c 1/ 1p /•j, r•• • IA\ C • i AllK em ./jam ,•` y � . o` +�\\ j� � ` o '�P� ;, sr `< \fi la a 1 `c 1P S,• 4. / Ak 1 •ys 1 ' /'O a -. :'Tow.. oP �,Vlnlyffa.ID48' \M�i\ ,•j 1 /a 1 f j'�!1 SCAL¢ t.aw ("�"- > 453 4 f I I _-R01,1 R0WLAt-4D PHOHE NO, : 508 7715 �G,50 Hov. I'- 2'C-104 01:45FM Fi IMM IN CDR PGRATED 8271 Melrose Drive Lenexa,KS 66214 PhonW 913-492-0707 Fax: 913-492-0808 Nitrogen Te4sting Data NSF Intemational ....... T.. " Influent Effluent Intluent I Effluent Inflwent Effluent infitume-rdt ---- - ____ _ . . Effluent nt9117/95 22 3.3 40.5 0.7 32 6.1 32 6.891201" 24 2.2 0.8 4.1 T6 4.7 36.8 8.89r24 34 4�O - 4.6 19 5.2 39 10.89/27/98 25 3.8 -. --- - 3.141 23 J S.U4 -33 9.3 10111W 28 4_,7_ <0.5 35 1 8.0 35 9.5 104195 21 6.0 0 1.4 31 10.8 AVERAGE 26.5 3.93 W.33 1 6.83- 34A7 9.33 Aveme Total Nitres g en Rsduclticft a 72.9% Florida Keys OWNRS Damonaftntion Project Influent Effluent Influent 1-1 E-Muent Influent Effluent Inttuant gfffuint i 1/21M 18.9 OM <5.0 9.23 19.2 1.23 19.2 10,46 12/18M- 32.8 124 0106 9.39 47.8 1.17 47.8 11-16 50.8 1,73 40.06-- -8.4 77 62.5 1.82 62-5 113W7 I 10.28 2Q5/97- '26.8 0,575 0.05 37.4 0-489 37.46 20.19 2127/97 1 19J 4/1M. 0.76 c).o4 _32 1.9 32.04 -1 4f2A7 7. 37 1.4 0.02 7-6- 4ro 2.5 46.02- 9.5 5/819r 29 0.1 _01-.02 3.9 39 1.1 39,027 '8 5.0 F11121 12J �_T 2 _489J 1=74 5121/97 2-8 0-07 IC0.01 12.0 3.3.01 _13 U29197" 1,9 0.01 11 44.01 0.4 44.01 11.4 7 6M 1197 36 0.3 1 YO-4- -9.4 38 13 10.7 1 41 -.(" t 7/17197 27 0.15 33 7 AVERAGE 30.84 113 0.02 9.92 -13-6.26 Averaqe_Total Nits on Reduction=71,3% Vacatign stress "Wash day stress NOTE: All sampting Is by composite analysis. FRO 0OWLP.r,1r) PHONE NO. : 508 7175 3ED50 1%1,--,-....-. 10 20C114 01:4CPM P*121 Massachusetts Alternative Septic System Tesit Center AfkroF.4 S T(:R) Technology Fact Sheet -Interim Fj17dings 171, Va e,uch-6!rrsl Penrative septic Systcm TLW Center is a (JOhe 0; ZanY9 Bav Pr Model 0.5 Office o"CemNla; zo?u Alan"ec-mcnr'Musulchuset�,,;DE YtMCW Q -or 'at Prot orn bh,,-*--un!�-Dormr.,Mf?.114,(Health an,I!r'lc Fnlvironnx-1,;jn d C!lfc1as ,W fEnvii vnen, wrion,S -Yful .0 C DaPPIRM th,5�:17wil 77w Ti�. SiWt�JbIlsh--d in need in Mu.v. lor i-.- disposalnmm syste sfatilc! A?-site-T With Ibmited.s/pace,poor soils,J11;0,a�roundwater elevan,-,ms. rir wh-v Dofltant iv - - ri'(,RMV� ,16 ITS IPMM .r i.j[AI(Afc-1 J4;, ;"jJ-St, eJJal1j;L:J& and CTtr(viQ1?Costs t)'*fl7'--Ii:and inl7e)vll"l'E! lt-chnulo�'ies in L e."I -d and vrovide this it,el Iwmaliun 1401 Second,tt) —17dw-s in gett;n,!hest in Wuss�A f us 'IcA. h Technology Name; Miofor-ASTO-residential unit, Model 0.5 Micro FAST Technology Type: Fixed Activated Sludge Treatrytem SYS= Blower Unit Model 0.5 Manufacturer: FeR Bin-Microbics lac. 'i 8450 Cole Parkway Shawnee,KS 6622"' lsttibutjon Box 913-422-0707 or 1-800-753-3278(FAST.) Contact: Robert 1. Rebori,Prcsidcnt U Learning 7eench Company Wabsite., www,biorriierobics.coni Two<ornpartrnent Tank Performance&Permitting info at MA DEP and 13CHED Websites- wvvw-state.ma.us/dep/bip/w,-vm/t5ptibs,htiii#it www,caPecod.net/'iltcmativeseptic Testing Objectives. Demonstrate removal for use in T\T-sensit ive 7 watersheds, Obtain approval for reductions in SAS size or high groundwater elevation separ-a! Geller alia 17cheinafic of the AftcroFAS7W04kl 0,5. tion distance, �V. Testlng Period: Testing began 5/99 and is ongoing,Results sboAvn & for 7/0 to 7/00- Test Loadings. System loading was 330 gpd, (in 15(loses AMTNI),SAS was 0.74 gallons per sq.ftperday. -Siting Considerations and Installation Notes .MicroFAST system component installation is similar to a standard Title 5 system,Instalicrs should have training andovergight.from the inanufac- turer-Above ground components inclu de a blower with housing(approxi- mately Tx 2'x 2')'and an electrical control panel with aii audio andvisual alarm. Designer should consider si tuathig the blower to rnit1it.11i t possibility for noise disturbance-Alternately,the blower can be installed in a belowground vault. Alarm and panel box should be accessible for i stalled inspection and maintenance. HicroFA ST during construction. Actual and Manufacturer's Estimated Costs(3-bedroom home)and Labor Aron-Tille 5 Coinponents.:$2,995 suggested retail,this model(clain)), C-'ON,9011ellts +Installation: $3,500 more than cotiventional(claiinj.' Electrical. $337 per year actual(local rates,annual KWh=3,173) Odt-AP Quarterly inspection of motors, air flow, effluent and-Slu'd' A service co-n1ract is required in Massachusetts (Approximately $40rpler year minimum,but varies). Septic tank pumping averages$60 per year. either Costs:Quarterly eftlucnt quality monitoring is required for someta($300 or more.annually).Design and permitting costs vary. my, permits Blowers($300)have a 2-year warranty by Bio-'Nfierobics, extended 10 year warranty available, UL-CE-(,SA certified electrical parts.No corrodible parts clailned to be in the wilt. Theory of Operation The NficroFAST consists of a modified two-compartment 1500-gallon IficroFAST(4j'kr installa-ion. Septic tank,where the Cirst compartment of 500-gallon capacity is used for primary settling of the household wastewater. The second coizartment Situations where a system is failed, J.-ailijy or noncQnformin��contains the SU merged plastic. media around which air, supplied by a where relief is sou (or sought to construct an SAS within two feet 0 blower, is diffused. Thin technology uses both att ached and suspended three feet for percolation rates exceeding two minutes per inch) growth in the second chamber to aalicve the nitrification of wastewater ofthe.high groundwater elevation,or to Ziistruotp SAS reduced (i.e., conversion of ammonittal to nitratc) entering from the prima 1,7 in size by up to 50 percent or in areas where at least 2 feet of settling chamber.The recycling of a portion of-the nitrified efffluen t ju, suitable material is available beneath the SAS. Model 0.5 is to thG anoxic Settling charnbcr make-.;possible the denitrification step of approved for tip to 440 gpd or four bedrooms. Proyisional Use the Process conversion of nitrate to .nitfojZen gas). Annmv,qI:.M;croFAST is approved for use in intro en-sensitive Permitting and Use in Massachusetts(as of June 2001) areas for new Construction for Systems dcsigried for less than Certification for General Use: MicroFAST is Certified for Cleacral Usc 2000 gpd. For residential systems up to 660 gpd per acre, for C-1 0.5 is only system Can be approved for Lip to 330 gpd or throc bedroom and can be installed wherever a conventional Title 5 , tion;%Aidontial systems up to 550 gpd per acre 40d installed-,Bje—trAdial Use Appiroval! -MioroFAST has approval in remedial S. PKHhPd on ree led paper V Page 1 --Final 716101 :'ROM 001,-1LAl-,0 PHONE NO. : 508 77c.:7 �-650 Nov. 18 2004 01:47P[ll P^ Note: In this st"(lv,the 1110del tested cillpl.oyed a 113 hp b1c)ktcL-t11,1t. MinroFAST operated contillu(-)usly. The Inallufacturer is currently testing it unit %Vith the.blower With all on-Off cycle to reduce electrical coiisunip- 2130 50D Lion. Thcse results will be reported it; the 2-year 180 - 'surnnary, The manufacturer has olhcr models available., and their 30 ' --- I --W .tlo a T—' Performance may dill be identical to the results reportedhere. I 140 - '6 12 CO) x "RO reduction at the 5�S-o Operation and Maintenance issues FThis infonnation will N:included in the flaill rcpt findings. -findings.). 00 Explanation of the Graphs M C>O. The graphs to the right show the Mean Of three replicates for each40 - Parallieter Over the testing period, 1 '-'0 . cotilpared to Title 5 performance 1 4 and influent measured in parallel Samples during the satne period. I 0 Pecal coliform results arc expressed as geornetric mean nitrogen graph,NH4represents amnion Ox represents as. In the Jnflucnt Title 5 Dboy Title 5 SAS MiaroFAST MicroFA$T 'ge DON is di I Presents ritrate+ nitidie, I i dissolved organic nitrogen, and PON is particulate base Obox SAS base organic nitrogen.Total-'.trogcn is the sum of these four parameters. 180 TSS Soil absorption system es include wastewater disposal system M reduction-, -Muent and precipitati e recharge 162 icFOFAST had a 92% reduction at the sampl es ca on, of precipitation to ground- 160 15-Box water is estimated to be between 8 and 16 percent of effluent. 140 discharge based on local rainfall, estimated groundwater recharge 120 rates, SAS size and dosage fates. For all technologies. an Lnteritli. 100 dilution rate of 10 percent was employed based on pre:6pitation and -theoretical and measured dosage rates at the Test Center.The results ao for nitrogen removal include this estimated dilution factor(note bars f 60 labeled "SAS adj-")Results shown for biological oxygen demand 40 (BOTH),total suspended solids(TSS),and fecal 0oliforms were not 20 12 1 adjusted for dilution by precipitation,because the adjustment was I 0 negligible in evaluating overall perfor 11 . is being Mance,Th is interim approach, Orluant T1tle50box Tftle.SSA.3 Micro IrroPAST elng COMP3ted to specific conductivity,chlorides,and bromide tracer to better refine this estimate, and developsystem specific L base 00OX SAS Disc dilution factors.Thus.the'-SAS adtsted"values reported here for nitrogen discharge to groun water should be eonsidered 100:00000 2.030,000 Fecals coliforms preliminary. 1000000 620,000 Summary of Interim Findings This technology exceeds secondary treatment(i.e-,TSSand BOO 100000 50,000 less than 30 mg per liter) to allow for the reduced separation to 10000 groundwater,or reduced soil absorption system sire.BOD and TSS chnology and the concentrations at the base of the SAS for this te 1000 - Title 5 system are similar- This technology discharged below the 100 regulatory standard rd Of 19 tnV,I TN to allow for use in nitrogen sensitive areas- At the SAS base, this System Was estimated 10 . -)22 percent fora 1 remove 60 percent of nitrogen inputs compared to to Title 5 system during the same period.This system was.not tested at the Test Center for seasonal or intermittent use or for high hydraulic Influent Title 6 DbOX Title 6 SAS MicroFAST'MicroFAST loading conditions. base Dlb*X SAS base Tile Technical Review Coalftzi#ee does not Fecominerld adoption. NH4 UNOX EI-0-0-N S'PON Total N R. Of nib-09eft loading radags for this technoliut il the tiVO- 40 Nitrogen testing pDff a Y 34.6 33.15reierencesin111trogenremovalanong Titles Micro FAST 4echR0109ics tested are not necessarily 8iinificalle. Nitrogen (2.3%) removal Performance may, PdrY with soil types; and other site 430 - 26.6 Ch differences. Tile Buzzards Bay Project will recommend nitrogen 1�25 loading rates for this liechnoloV, w planning 'ng-purposes 4nd 1'�20 liV410'shed 104ding,evaluations rater dat e. 0 is's — 0)15 % 12.2 Funding,for the Masqac%usetts scptic System Tm Centelwa.1; 2 providiM by the US F-Pili, through Coope-rative Agxroments x991651 arid x931007, the kjn,�s�jchusttts T)ep�trjmc.nt of 5 on%� /�%:% i//, - wsx/ Env'rot)tX)ental PrOlect:01t 0 19-99-01,3 i 1)-00-02),htas:iachu- setts Office of Coastal 7-on. Mari 'u-natabic County-Department of Healthiii lnfltjvnt -Box SAO SAS-A4J D.8ox 19A 6 &A$ tit") Mr .1 ;tad Environment, UMasP, Dartmuth SKAS1',and othiii.7 tyrgarlizaTioll$.Othe.' actual infcmmtion on this initiative can be found at W-Aw-buzzardsbay.oq%.These fict Sheets were reviewed by a tniilti-agency work group. The views 01'opinions Commonwealth of Massachusetts expressed are not necessarily it.livi ofthe cowanmwcal I f M ssachusci.L% . 18ne Swift, Governor -PA,or ativ of the fundWg organizati=d agencies.'1110 blfori-,)�Itiorl Executive office of Environmental Affairs US F tl tht Pms tcd here represents the technical findings of the Massachusetts Septic Bob Durand,Secretary Svc tern Test i3n.te,after at leastione.yearofsystem,testiuf.M� andacturcr claims of cost anal longevity, warrarttics, or stated cost:, ))ave t beer)no, b il veqfd Buzzards Say Project . -%1odjf1C-'1ti0ns to sYRtr'yxl deslZis froM Cilose tested,or installation UntJer othm soil Dr Joe Costa, Executive Director or cliJ-natg conditions 111.1y result iridiffe=isystem performance..This fact sheet 2870 Cranberry Highway East Wareham,NiA 02558 vvi prepared and printed by the Buzzards[lay Project. 508.291.,36Z5 primed on r1trcycled paper V rage 2 —Fii 716101 O °® I Q A*l *44- nL o o a ®o® °® 1Nam A +µ O o_.. All o°® ® I• 9 - Ob° Of ' e 1°IRL ®o® i 0 °® 0 °® ®° E 0 0 °® i Town of Ba rnstable HAM Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,RS. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. December 6, 2004 Mr. Craig R. Short, P.E. P.O. Box 1044 , So. Dennis, MA 02660 R , ade���srr7$® rig �[e�Beac Ro�ad � ` . l J Dear Mr. Short, The draft plans designed by you for a septic system at 780 Craigville Beach Road, Centerville, Massachusetts were reviewed by the Board of Health during two public meetings held on October 12, 2004 and on November 16, 2004. The plans need to be revised to include an innovative system which incorporates approved nitrogen reduction technology. Please submit a variance request form to the Board of Health when your plans are ready for final review. Sin rely yo s, ay a Miler, M.D Cha' man I ShortSheehyVariance CRAIG R. SHORT, P. E. 235 Great Western Road P.O. Box 1044 Telephone(508)398-8311 South Dennis, MA 02660 Fax(508)398-3063 I PROFESSIONAL CIVIL ENGINEER-SOIL EVALUATOR SEPTIC SYSTEM DESIGN—HOUSE DESIGN PLANS—WATERFRONT DESIGN& PERMITTING November 4, 2004 Tom McKean, Health Director Barnstable Health Department 200 Main Street Hyannis, MA 02601 RE: BOH Hearing for: The Tradewinds 780 Craigville Beach Road Centerville,MA CRS File#1-999 Dear Mr. McKean; Enclosed herewith are 4 copies of the Septic& Site Plans. We are on the Agenda for the November 1.6, 2004 Board of Health Hearing for the reference site. If you have any questions, please give me a call Sincerely, o I Craig R. Short, P.E. 1-D cc: Alan Isanstadt Attorney Michael Ford Enc. P 'a n CD co rT7 F x CRAIG R. SHORT, P.E. P. O. Box 1044 235 Great Western Road Telephone(508)398-8311 South Dennis,MA 02660 Fax(508)398-3063 PROFESSIONAL CIVIL ENGINEER-SOIL EVALUATOR SEPTIC SYSTEM DESIGN—HOUSE DESIGN PLANS—WATERFRONT DESIGN&PERMITTING August 19, 2004 Dig Safe System, Inc. Phone 1-781-721-0990 331 Montvale Avenue Fax: 1-781-721-0047 A / Woburn,MA 01801 RE: The Tradewinds Motel l / 0- 780 Craigville Beach Road, Centerville, MA Dig Safe#2004-240-4865 To Whom It May Concern: On or before 06/08/04 your company was contacted to arrange for the mark out of utilities at the referenced site. As a Professional Engineer(Dig safe Contractor#19389),1 make it a point of having my office call Dig Safe and the Water Departments to have all utilities marked out on any property that I will be working on. We are asked by the Dig Safe Operator"who will be doing the digging?"and we supply them with the name of the excavator as well as the town that they are from. My office was given the date of"Friday, 06/11/04 after 12:00 Noon", as the"safe"date for digging. On 06/14/04,the following Monday,we proceeded to dig a test hole to determine if the site was suitable for a subsurface sanitary disposal system. 1. I arrived at the site shortly past 10:00 AM. William Robinson and his backhoe arrived at the same time. I noticed no"electric"mark-out flags on the property,however there was a faded painted"electric"mark-out location on the street surface. 2. We proceeded with the V test hole and finished it. We had just started the 2od test hole (4"+/-deep),when the Agent from"On Target"arrived and told us to stop until he could mark out utilities. He said he was running a day late for the mark-outs and had driven by the property earlier and saw us digging the I"test hole,but proceeded to mark-out another job first. Our office was never notified by"On Target"of q!Mdelays with this property mark- out, as we have with other sites. If we had been told of a delay in"mark-out"we would have postponed the digging. 3. The"On-Target" Agent marked where the utilities were and told us it was OK where we had started to dig the 2°d hole. 4. The excavation was 5 feet away from the mark out when the electric conduit was hit by the edge of the backhoe. It exploded,with sparks flying out. 5. Excavation was stopped and we moved over, about 10%15' away and a new hole was dug. or Page 2 56.A,� � A 6. When my testing was done, I brought my equipment to the back of my truck and William Robinson started to back-fill the holes. From what I have been told,he also tried to expose the cut electric conduit and wires"to make it easier for the electric company to repair", when he apparently hit another electric cable near the first one)I was at my truck,with my back to William Robinson and the site,when I heard a loud pop. I turned and saw sparks coming out of the hole. 7. Present at the site when the Electric Cable was hit was: "On-Target"agent William Robinson,Backhoe Operator Craig R. Short, P.E., Engineer Alan Isenstadt, Client/Owner Guy Colletti, Friend of Owner David Stanton,Barnstable Health Agent 8. The N-Star Electric Company crew arrived and worked on the utility pole with the Y transformer and disconnected the electric service to the Tradewinds Motel. One of the N-Star crew also went into the hole to check the damage. The sudden loss of electricity caused damage as well as loss of property and income while the Motel had no power. Those damages,per the owner Alan Isenstadt, amounted to $10,300 in damage/loss. I have enclosed photographs of the site showing where the mark-out was made and the 5' long rod, for distance,to where the hole was dug and the cable struck. Needless to say,My Client is very upset and is getting ready to go to his Attorney,if his financial loss is not taken care of. Since the Utility was not marked out properly by"On-Target"acting as your Agent,I am writing this with the hope that you can address Mr. Isenstadt's claim before it gets into costly litigation. You can reach me at 508-398-8311 or Alan Isenstadt at 508-775-0365. Sincerely, . Craig R. Short,P.E. Enc. CC: On-Target Locating$ervices, 20 Finger Lane, Osterville, MA.02655 1-508-428-3353 100 Island Avenue, Lewiston, ME 04240 1-800-598-0628 N-Star Electric,Corporate Office, 800 Boylston Street, Boston,MA 1-617-424-2000 1 N-Star Way, Westwood, MA 1-781-441-8000 Alan Isenstadt, P. O. Box 477, Centerville,MA 02632 1-508-775-0365 William E. Robinson, Sr.,P. O. Box 1089, Centerville, MA 02632 1-508-775-8776 File MAIN STREET AMERICA CGRQUP National Grange Mutual Insurance Company Old Dominion Insurance Company Main Street,America Assurance Company August 9, 2004 Tr au W inds Motel PO BOX 780 Craigville Beach Road Centerville, MA02632 RE: Our file: MPJ82885-03-763 Our insured: Robinson Septic Service Date of loss: 6-14-04 To Whom It May Concern: Please be advised that we have completed our investigation and find no liability on our insured. He was directed to dig the hole by Craig Short which it turned out was improperly marked. I suggest you direct your claim for damages to Mr. Short and On Target. Our insured was not at fault. Very Truly Yours, Charles Whorton Senior Claim Representative CC Edward Short �L,.�>, �, e a r,—, le 235 Great Western Road So. Dennis, MA 02660 '17B V ll)i"i%\'11: 71?11'F.ST[. 100.At 31110� ;,IN4A. (115Qi-i ;'l- �Ilt;`. "t`•1!;;�? -^�%i Town of Barnstable P# (� ly Department`of regulatory Services + o x — � Public Health Divisiom` Date a a BABNSTABLE. MASS. q. 1�� 200 Main Street,Hyannis MA 02601'- • • . ' p�f0 MPS A Date Scheduled I `. Time Fee Pd.__�d Soil Suitability Assessment for Sewage Disposal Performed By: �,e^4 1 /C IS/-7Or Witnessed By: LOCATION& GENERAL INFORMATION 1 Location Address 7V C d- �1rQ ��� t } Owners-Name',_.S 2✓I s r /� p7 / Address a� _ (�1}•- (j 0 'Engineer's Namo, r'' Assessor's Map/Parcel: REPAIR Telephone# NEW CONSTRUCTION ca c� Land Use iJ__7Z Gt o�-• Slopes(%) 2- Surface Stones N S r► e— Distances from: Open Water Body Zia ft Possible Wet Area 1 z ft Drinking Water Well --_ ft ' � ft Other Z g a �'�� �� ft� ?:� Drainage Way ft Property Line �� �g cn { SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximi to,holes)r W t— L rn ,W�.I z .Q,rs ,t*xis7_i;A/C, T2 q���r"/�/'a,S I .n�3s •rN � 40► �slT-� QRA1G, �/��G r Parent material(geologic) `' Qk j5 Depth to Bedrock y /y Q Depth to Groundwater: Standing Water in Hole: o Weeping g from Pit Face G 6�,�. z o .4. Estimated Seasonal High Groundwater � _ r - DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: cs AV S !Z +f�9 T e.v ei�'g! " in. De th to soil mottles: in. Depth Observed standing in obs.hole: P ft. Depth to weeping from side of obs.hole: in. Groundwater Adjustment Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level— PERCOLATION TEST Date Time me Ff tion Z Time at 9" Pere Time at 6" Start Pre-soak Time cQ Time(9"-6") i�."Ir1 End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed x Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back--- -- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)weel(prior to beginning. Q:HEALTHtWP/PERCFORM DEEP OBSERVATION HOLE LOG Hole# 1 Texture Soil Color Soil Other. Depth.from Soil Horizon Soil Surtkce(In,) (USDA). (Munsell) Mottling (Structure,Stones,Boulders. Oonsistencv pf °laf3raven..._ _ a at 3a" ` e, Me i •f� l a%4 ,, '`��'•„ G Sex ?� -- DEEP OBSERVATION HOLE LOG Hole# ?� Depth from Soil Horizon Soil Texture Soil Color Soil . , i •Other Surface(in.) (USDA), (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel /4 ,�,� ma•M• � �y, ,pro z 7"' -C3 or f /4 DEEP OBSERVATION HOLE�LOG olor Soil Other --other Depth from Soil Horizon Soil Texture Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Graven - i DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color ,,, Soil Other (USDA) (Munsell) Mottling (Structure,Stones,Bo Surface(in.) ulders. `.. t Consistency.%Graven V. . _ I Flood Insurance Rate Map: Above 500 year flood boundary No— Yes within 500 year boundary No_ Yes Within 100 year flood boundaryy No✓ Yes De th of Natural) OccurrinLy Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? G s If not,what is the depth of naturally occurring pervious material? Certification // 9�F (date)I have passed the soil evaluator examination approved by the I certify that on Environmental Protection and that the above analysis was performed by.me consistent with Department of Enviro the required training,expertise and experience described in 310 CMR 1.5.017. Signature Date Q:HEALTI-1/W P/PERCFORM 3 No...U.. V Fins.............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ^1.........OF.- �.5..7,-4)Z 1-E'............. ApplirFation for Eli-nvniiFal Works Tonotrurtiun Vantit Application is hereby made for a Permit to Construct ( * 'or air ( ) an Individual Sewage Disposal System at: 7'?z�vF VVI•, v.5........... -G - - .......... --•-•...... .r�c, .< �/,//s- ►�. ....! Loc lion-Address �- or Lot No............................................. - .. E'RNAR. ... TMt3N. ...... 2 a1 I T'�oivJ� -5 Y..ae...�:!'.t.f.�l� oZ322 .......--•-••......--•--•---••••--- Owner A dress ........................... . ..-----------------------`..--.....--------------- 17 G----` o.¢....-•------ Installer Address Type of Building Size Lot_........ Sq. feet U Dwelling-No. of Bedrooms..........................._._._.•.._...__.Expansion Attic (r Garbage Grinder - No. of ersons.....__. Showers - Cafeteria p., Other-Type of Building ____NI.m..-_��____ p ��" _ �- a' Other fixtures ..... ----------------------------------•-----------------------------•-------------------------------------------------------- W Design Flow............................. ..........gallons per person per day. Total daily flow..........2-._`....�..��....�...........gallons. 1:4 Septic Tank-Liquid capacityO� P gallons Length................ Width................ Diameter---^....... Depth................ Disposal Trench-No. .................... Width_..1__.._.2..__...... Total Length...S j... Total leaching area__2�-4.!.._sq. ft. Seepage Pit No................. Diameter......----....... Depth below inlet...3!.A...... Total leaching area......:-.... ft. Z Other Distribution box ( ✓f Dosing tank-E ) 1 000 (t A L F�v --,J- a.�=' 4ff^_ w"A3-'/t . aPercolation Test Results Performed by._A- P...._G 1....................Z�. ���_....._... Date.._?Y.41,.4 Test Pit No. I................minutesperinch Depth of Test Pit...l.._._._......__ Depth to grounOva {-te -_-_-.--/_.__..._.... Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ R'+ -------------------------- -- -----•---------------------•-----............... O Description of Soil-•----.�� r'o ,�-._1.. �z..tQ n Q ...._... - U ............ I --•-------•-----------------••----•-..... . •. ......--•--•-------••---....-••-•-....---••--•------••-•---------•-----•---•-•--••-•--••--•-•.............................._......--•----•••-••... U Nature of Repairs or Alte tions-Answer when applicab .___ _ _t --- _Q t-�._._.... 'v:^''P....C'.h_-._.----_.. �- o CLrw fa T'Q n.c.. C?.....S o oo....... / Agreement: �''� e- V S E. �- �.ar G T,- t 11)e�j t�A s s The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code-.The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been 'slued by the boar Sill . cc//D Application Approved BY = =L " • .................. �F Date Application Disapproved for the following reasons:........... ............................................................................................... ..............••----...--•-----------.................---.....-----------.....------------•-••-•----•-•--._...--------------------------------------------------•---------------------------........----- .••..Date Permit No...-•--•••��....�..��4.....:-------- Issued---------------------------••---•--•. Date .............................................................................................................................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ......Tow. 1........OF... rt �/STA 3L .................... Trrfifiratr of Toutpltttnrr THIS IS TO CERTIFY That the Individual Sewage Disposal System constructed ( ' ) or Repaired ( A/ier- by...... .... Ingtaller at... Tf'. �... V►n,c 5--- z o ° L'.. -�? � --�-�-t-'�"�'`� V"/I. „����i �- - has been installed in accordance with the provisions of TIT F 5 of Th State Sanitary Code as de cr' in the application for Disposal Works Construction Permit No.____ _r_._7 ..__..._.. dated_....___k ,"l.� �1�. -_.._...... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................. - inspector.................................................................................... NosI....7j..� ,,., Fss........._._...._.._._ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ......_:. ........... .............................••-•••-•-----------•................. Appliration for Disposal Marks Tonsuvrtion Vleruti# Application is hereby made for a Permit to Construct ( 4,)"or air (,-) an Individual Sewage Disposal Systef�m^ at: !-->, V V � -e j �• tom' �n y 1/. !.�•T .�7 Q_CS.c._ '1 ` .....i t'.__........-•---.....-Location Address............... .Y- ....-- ............._....-or Lot No.•---..................................... .............. i 1•/Z ' ...--- i - ; i t rt 1....................... .............. . ^::��...:5. ..... CfU,'\/,S%. C D �-`__ d. C f Leas — f. ::.`:.................................... ......In -` . .. r f q In Address _� Type of Building Size Lot...._. .A._.......... .S feet N.1 Dwelling—No. of Bedrooms............................................Expansion Attic (--^)r` Garbage Grinder `4 Other—Type T e of Building +'' °y / No. of ersons_.__ :.�"............... Showers 04 YP g ....._..`:.:. _.:. •-• P t�")— Cafeteria (—'T a' Other fixtures -------------------.........----------------------.......------------- r: ; --: -------•-•-••-----. Design Flow...............................:..`'.....gallons per person per day. Total daily flow............................................gallons. 4�?�2C� Septic Tank—Liquid capac><ty.::".:_....gallons Length................ Width................ Diameter..._.. ..__.__. Depth__..._.......... x Disposal Trench—No. ..... ............ Width...f_Z.......... Total Length.._.:..�f-..-... Total leaching area...-'4• _Lf!..!-_-sq. ft. Seepage Pit No.......:.:..:........ Diameter........_q:........ Depth below inlet.....'.. ....... Total leaching area.......::- :...sq. ft. Z Other Distribution box ( �-j Dosing tank(----• ults Percolation Test Pit NoRls __._.__minutesmer inch Depth of 1Test Pit._.',._ _...E~ � Date__/:..: 1::.: ^y_,..`" _ p - p Depth to ground water......... ............ G4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water....._...r............. Ix ------ ....................................................... . .................................................................. DescrPO tion of Soil_.... �, i .:.= .,. ......................•.............................................................................. --------------------------- -- U Nature of Repairs or Alter ions—Answer when applicab}e . � C--� �`d' "�' I'_ ' _ �. s 2 L; , c '7-�O -, Ir. �-.- ©,�� .._ ©Q� �,.�. .�..... eat G C a e .... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITIE 5 of the State Sanitary Code—.The undersigned further agrees not to place the system in operation until a Certificate of Compliance has n issued by tie boar V ) Sign ....................•.. . . ........ _.•... --•-••-- ------•--- / g t� •�r Application Approved B� �_ ate...--------- Application Disapproved for the f ollowi g reasons:.......... .......................................................•----......----..........--------.....--- -•-•-••.............................•-•---.. ...-..-----��:•------------.......----•----..--•--•-----------•........._.....................----------•----•-----...Date..........._ PermitNo........... ........._.... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ......................... ...................... .......... Trrtif ratr of faontplittnrr THIS IS TO CERTIFY That the Individual Sewage Disposal System constructed•.,( ) or Repaired ( Al e r- 1— � P Installer �g _• /� P i./L/ ^• J r . ... yi.�,_ e J/'_ �. ,, ` r •�i at......__.. .. -----------------------------------------------.._.. -------- -------------------...............••••- ........:....................................... has been installed in accordance with the provisions of TIT , he State Sanitary r� as e ri the application for Disposal Works Construction Permit No.. _._7 .�............. dated................ . ....... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... THE COMMONWEALTH`OF MASSACHUSETTS - -' BOARD OF HEALTH -. ....`-a.`�::` �'�...:OF.....�``a..!� :Z .................................................. ..1.v No.............. Fs>s....... ...... Raposal Works Tonstrudivatt Itrrmit J Permission is hereby granted..'../-/ r c_ . y C c'_7;1r��+ i ..... ............... ..............................------------------.._......------......... to Construct ( ) or Repair ( fin Individual Sewage Disposal System as shown on the application for Disposal Works Construction Per .........� .. Date .._.... ....... � 4 Q ............... 1.... --- ... ---------- Board of Health DATE • •--•-•------------•--------------------- FORM 1255 A. M. SULKIN• INC.. BOSTON --•Z . Fus........... �. ......_ - THE COMMONWEALTH OF MASSACHUSETTS— l BOARD OF HEALTH �c':.�.`.`�..........OF.........H-�2 /,s T�z3...... '............. Appliration for Bi-gioiittl Works Tonitrur#tun thrmit Application is hereby made for a Permit to Construct (10� or Repair ( ) an Individual Sewage Disposal System at: .� @ Cw-- hill Locatio -Address oSlgt No. Z- .... ,r. ......�:.f."s, �------....--•--..- --. .I.. _... .d.........- //----�.✓..v..n41y2&L.-ozszz. Owner dress --'- ' .............. Installer Address Type of Building )0�p p/ 4304n/k V✓HS N ©a✓L y Size Lot_�_� .¢_._Sq. feet Dwelling—No. of Bedrooms........ ..................................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers a YP g ••---• ••. . f - ( ) — Cafeteria ( ) dOther fixtures .._......••-• ••----------• -----•--- •••--•••-•----••---•...--•---•----••-••....•-•-•---•----•-•-........•................•-------- W Design Flow............................................gallons per person per day. Total daily flow..._......•....... _.©.9.._.__..._..gallons. WSeptic Tank—Liquid capacity..2009gallons Length_ _...... Width..4t_.._._.... Diameter............... Depth......._.. x Disposal Trench—No..................... Width.................... Total Length...... _. Total leaching area....................sq. ft. Seepage Pit No.......I.......... Diameter.....1_ J........ Depth below inlet.3l-2....... Total leaching area...`P�...sq. ft. Z Other Distribution box ( ✓j Dosing tank—f-�f'� p aPercolation Test Results Performed by._A-#� G?...KZWZ'.111�.Iff./-........•........ Date.... ....(....2 ®Z Test Pit No. I......?--_..minutes per inch Depth of Test Pit-----I.2-...... Depth to ground water..................... r4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 - ----------------------------------- ........._..__...•••---•............. Description of Soil.......... ��c i7 .•, T c► h-•-......S c'"� .................................................. U -••.._..-••'•••--••-••-••------'-••'•--•----•-•-...........•••...........•-•--••---•-•----'---••--••"•'-•------••--••••............................ ••••-•---••---••---•-•-•-'-•'-'-•••••••-••--•--•- W U Nature of Repairs or Alterations—Answ : . e applicable.................. :........................................ .................................. Agreement: The undersigned agrees to in 1 the aforedescribed Individual Sewage Disposal System.in accordance with the provisions of TITLB 5 of the State Sanitary Code—.The undersigned further agrees mpt to place the system in operation until a Certificate of Compliance has been issued by the bo d of health. - ge4/ Si j f -- ----.....-•--- .........................._.... /0 Da , Application Approved BY. � ...::U _ ......... ..........= .. . ' Date Application Disapproved for t e f ollo ing reasons:----------•-•----------------------------------•---••--•------•---------.-------•••--••...._ ................ ..--•-•-......--•-•-'-•--•"------•----•----'-•----•••-•••-•-----'•-.....------•-----•"-'••••--......................••'-•--•••-----•-•••..........•••-•••••••---•--•--••••--••••----•••-•--._.-•---'•-- Date Permit No.... ...... ' •--• --.. Issued........ Date ..............................................................0.......0.................................................... ..-. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ........ a...w...'y........OF........ ........................................... (9rdifiratr of Tompharta THIS IS TO CERTIFY, That the Individual Sewage D' osal System constructed ( Repaired ( ) Instal •e.1/lJ"'J ri ................ G� C ��C1 j Cl ✓t I� at•-•...fir"•---•-. • •••• --Instal" -- 'L� has been instiM!d in accordance with the provisions f TI"' F 5 e State Sanitary e as/ in the application for Disposal Works Construction Permit No------- -:-- dated_...---.......,1..�s__ .......... .... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE C NSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ IInspector.................................................................................... FBz THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .... . ..................................................................... Apptiratinn for Dispasal Murky Tons#rnrtiatt Frrnti# Application is hereby made for a Permit to Construct (��or Repair ( ) an Individual Sewage Disposal System at: 1'� .. C a �N�'^./•-_i L"� (_,.-r^"' Cl {.`r..... . J ....................... j.....•• F-..C._......-�1-•.--r-.-r..r._...�.r--_---.�-!._..,_.�.-f--*.;.j.i. - ... ..........«...«...«.« /Locaton•Address L No. �. � G -••-.�....... . ................. .......... `Z ( Owner Address ZV a ...................... ..... .............................................................. .....:`.... _--••------•---........ .. .................................... Installer Address Type of Building o o/ C.,'4 C.t. ,ri�y-S i-i Size Lot.. .. :_.`°......I ..Sq. feet aDwellingNo. of Bedrooms....... ... ......::...Ex anion Attic— �••-----�-• -.- p ( ) Garbage Grinder ( ) p, Other—Type of Building ............... No. of persons._.._..............._._..... Showers ( ) — Cafeteria ( ) p' Other fixtures d __............... ............. - = ..................................... Design Flow........................:..................gallons per person per day. Total dailyflow.....................`' '� gallons. Septic Tank—Liquid capacity..?`'`'Ugallons Length....l:.._.. Width...:.......... Diameter................ Depth..... ....-.. x Disposal Trench—No..................... Width.._...y.................... Total Length........7......__. Total leaching area....................sq. ft. Seepage Pit No........?.......... Diameter.....!... ........ Depth below inlet..�.�. --.... Total leaching area..................sq. ft. Z Other Distribution box ( Dosing ta_nk-F-7-_� Percolation Test Results Performed by...`:.!. ..`'_ `. _ a - ;• .......---•......... Date----,� .....I... ..... •........••-- Test Pit No. I................minutes per inch Depth of Test Pit..........�:.._... Depth to ground water........ `............. (s, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a w -------=------ ---------•---------------•- -----•--.....------------ ... .------------.-.------•------•- --------............. O Description of Soil...........'�•�.r .. `'""r7 �' i'ti �, # S .�-------- ------------ ---------------••----•-•--------.......--•--•••--••--............._------.................. ..........................................................••--••-•--------•----.......------•---•--••------...------................ --•------ ---••••---................._.....---••-•----....---- •---•-------------•-•------•--•-•--•-•----•--..........-•----....------•---...........---••--•....----......------...---•--------•-•--•----...---------•....-•--•---...------..........-----•........_. U Nature of Repairs or Alterations—Answ applicable..............................................................................._............._.. N�F_ ..............•--.....---•-•--•-•---..............-•-••---•---••--•-••--•---......••..........-•-•-•--...--••------ Agreement: The undersigned agrees to in 1 the aforedescribed Individual Sewage Disposal System.in accordance with the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has een issued by the boa,Id of health. // ................................ .........................._.... //� 0 ( s. , . ..:.. . Application Approved By.....��......._..— _ - a a',_ Dat Date Application Disapproved for the f olloufang reasons:..........................................................................................................--- ------•.......................••••---------......•-----•----------..........._...----•........----•...._...--•--•-•......_..........---------------•----------------•----:...---------.....---•...._.._ . v.. ...........................................Date...... Permit No.--- ..... ............:......«.... Issued............. Date THE COMMONWEALTH OF MASSACHUSETTS BOARD ;OAF HEALTH ......... ...............................% '�/ .J OF.........:-::?.:f-}........rC ..................................................... /, fUr#if utt#r of Tontplittnrr THIS IS TO CERTIFY, That the Individual Sewage Dis oral System constructed ( or Repaired ( ) bY•---•--.!:: ..!..�:_./. .%- %.........�....... = ..::_.J...:.. _. . .�-='_=-Wit•-- ...-.-:-.::. `=.................. ._..... s Installer_ t ,gyp 7 r r, Lti 1 --1 c� � �-^ _' '- � r' C r-`�j c , 1 f a Z , cr c �7 I/ at_......-•--------------•-. ••. .......---•- ---•---•-••---...-•--------::......•--•-----••-... ..—==---•-••--........._..... has been installed in accordance with the provisions of TI 51� ZT State Sanitary CVe as c ' n the application for Disposal Works Construction Permit No._--'� ...-.f.� ---------- dated............ .....THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........!`...........'.:................OF........: ` ..1... .. 1........................................ �.... No... ... Fay... Disposal Works Tuns#_rur#iun f rrnn# Permission is he�eiSY granted..•-•F �••-.....� ' "•:•----•..............................................._««.. . C 'j y to Construct ( �) orRepair ( ) an Individual Sewage Disposal System or ' Repair No.......t ! .0 5�:. '..- �d '•`.� �= I'?...:::..�.., c, r :! 1'...-�� `��-t�a /7.0 �A' --••- ... I. ............... ,..Street as shown on the application for Disposal Works Construction.. P' •t Nof-f----.73.7E ated..-_ a.._6....CP ..::_( _.... DA :........... Board of Health TE.......... ��......................... FORM 12SS A. M. SULKIN. INC.. BOSTON R. F. Geisser&Assoc. Inc. 401-438-7320 Consulting Engineers P.O. Box,4526, East Providence, Rhode Island 02914 ::7 Russell F. 'Bud"Geisser P.E. Preildent June 13, 1985 Barnstable Board of Health Town Hall 367 Main Street Hyannis, MA 02601 RE: TRADE WINDS INN To the Board: This letter will serve to certify that the septic systems installed at the Trade Winds Inn were built in accordance -with Massachusetts Title-V-regulations and are substantially shown on our design drawings as approved by the Board of Health. The design parameters for these two systems include twenty nine roans and a 150 seat restaurant in the main building and a total of 23 rooms for the three accessory buildings. If you have any questions relative to this project or require any further information, please feel free to call this office at any time, 1-800-336-4471. Sincerely, R. F. GEISSER. & ASSOCIATES • Russell F. Geisser, PE President RFG/tmf 7'„ ��. e vz 3/14 DESIGN • CONSULTATION • SUPERVISION • REPORTS f?r- e a i S ?7 Z 8 r � -z /�'eQ/t� j January 23, 1985 Mr. Russell F. Geieser R. F. Geisser & Assoc. ,Inc. P. 0. Box 4526 East Providence, Rhode Island 02914 Dear Mr. Geieser: You are granted a variance to install septic leaching galleries .2 feet 14 inches above the elevation of the pond, in lieu of the required 4 feet, at the Trade Winds Inn, Craigville Beach Road, Centerville. You are also granted a variance to locate the galleries 50 feet from Lake Elizabeth, in lieu of the Town's regulation requiring 100 feet. The following conditions apply: (1) The designing engineer must be on site and must supervise construction of the system and certify in writing to the Board that the system was installed in strict accordance with his plan prior to the issuance of a certificate of compliance and occupancy permit. {2) The system must be installed in strict accordance with the approved plan. (3) All regulations contained in Title 5, of the State Environmental Code, and the Town of Barnstable Health Regulations must be complied with. (4) You must receive approval of the Conservation Commission.. (5) This variance expires February 1, .1986. This variance is granted because it is an upgrading of an existing system that possibly is contributing to nutrient loading of Lake Elizabeth. Ver rul ours, bert L. Childs Chairman BOARD OF HEALTH JMK/mm cc% Conservation Commission Mr. Alan Ieenstadt 401-438-7320 R. F. Geisser & Assoc. Inc. Consulting Engineers _: - P.O. Box 4526, East Providence, Rhode Island 02914 r Russell F."Bud"Geisser P.E. President January 21, 1985 Mr. John Kelley Barnstable Board of Health Town Hall 367 Main Street Hyannis, DIA 02601 Dear Mr. Kelley: As we discussed on Friday, we are hereby submitting the information YOU requested relative to the Trade Winds Inn project. Enclosed please find the following: 1. Two copies of stanped plan with grease trap . 2. Design calculations 3. Copy of Conservation Commission submittal In our January 15 letter to the Board of Health, we requested a variance from the four foot vertical distance between the pond elevation and the bottom of the Trade Winds leach area. This is necessary in order to allow for connection of the motel to the system. The design submitted is 2 feet, 12 inches above the elevation of the pond. Thank you for your courtesy in meeting with me last week, and we look forward to working with the town in the upgrading of this system. Sincerely, Byron R. Holmes Technical Director BRH/tmf Enclosure DESIGN•CONSULTATION•SUPERVISION•REPORTS January 23,* 1985 -Mr. Russell F. Geisser" � .. R. F. Geisser 6 Assoc.,Inc. P. 0. Box 4526 East Providence:, Rhode Island 02914 Dear Mr. Geisser: You are granted a variance to install septic leaching,'galleries 2 feet 1� inches above the elevation -of the pond, -in lien of the required 4 feet,. at the Trade Winds Inn, Ctatgville Beach Road,- Ccuterville You are also granted a variance to locate the galleries 50 feet from Lake Elisabeth, in lieu of the Town's regulation requiring 100 feet. The following conditions applys (l) The designing engineer must be on site and must supervise construction of the system and certify 'ia writing to the Board that the system was installed in strict accordance with his plan prior to the issuance of a certificate of compliance end occupancy permit.. - (2) The system must be installed in strict accordance with the approved plan. . (3) All regulations contained in Title 5, of .the State Environmental Code, and the Town of_Barnstable Health Regulations must be complied" with. (4) You must receive approval of the Conservation Commission. (5) This variance expires February 1, 1986. This variance is granted because it is an upgrading of an ekisting system that possibly is contributing to nutrient loading of Lake Elizabeth. Ve rul ours, bent L. Childs Chairman BOARD OF HEALTH , JNK/mm cc: Conservation Commission Mr. Alan Isenstadt R. F. Geisser & Assoc. Inc. 401-438-7320 Consulting Engineers P.O. Box 4526, East Providence, Rhode Island 02914 RussellF. "Bud"GeisserP.E. President January 21, 1985 Mr. John Kelley Barnstable Board of Health Town Hall 367 Main Street Hyannis, MA 02601 Dear Mr. Kelley: As we discussed on Friday, we are hereby submitting the information you requested relative to the Trade Winds Inn project. Enclosed please find the following: 1. Two copies of stamped plan with grease trap 2. Design calculations 3. Copy of Conservation Commission submittal In our January 15 letter to the Board of Health, we requested a variance from the four foot vertical distance between the pond elevation and the bottom of the Trade Winds leach area. This is necessary in order to allow for connection of the motel to the system. The design submitted is 2 feet, 1, inches above the elevation of the pond. Thank you for your courtesy in meeting with me last week, and we look forward to working with the town in the upgrading of this system. Sincerely, /5 Byron R. Holmes Technical Director BRH/tmf Enclosure DESIGN-CONSULTATION-SUPERVISION-REPORTS April 19, 1984 , Mr. Alan Isenstadt Tradellinds Inn P. 0. Box 107 Craigville, Ma. 02632 Dear Mr. Isenstadt: Thank you and the other owners for meeting with us on Tuesday., April 17, . 1984. You are granted an extension of time to expire November 1,- 1984, to upgrade your onsite sewage disposal systems ,at your complex known as Trade Winds Inn, Craigville. This extension of time is granted because you stated that you were seriously considering renovation and possible conversion of all buildings on the. property this fall. You also stated that the partial upgrading that was. scheduled this spring would be a considerable expense and that you might not be able to utilize the _new system if .your future plans are finalized. You must upgrade your onsite sewage disposal systems to conform to Title 5, of the State Environmental Code, and the Town of Barnstable Health Regu- lations prior to licensing next year if you remain status quo. You.must submit plans for onsite sewage disposal systems meeting Title 5, of the State Environmental Code, and the Town of Barnstable Health Regu- :lations compatible with any renovations "or conversions you intend: Very my yours, Ro ert L. Chil , Chairman Ann J ne E augh , F. Inge, .i. D. BOARD OF fl TH TOWN OF BARNSTABLE , JMR/mm d E 7x�.1 a ilk A INN P. O. BOX 107 CRAIGVILLE, CAPE COD, MASS. 02632 TEL.: AREA CODE 617-773.0365 a,w - 50 % ` 0 /�►-��- �Mmno� ra v e eac ape -40s-'��lnc�s --7L4 April .20, 1983 Mr. Alan Isenstadt Trade 'Winds Inn P. O. Sox 107 Craigville, MA. , 02638 Dear Mr. Isenstadt: Thank you for meeting with us Tuesday, April 19, 1983.. . You are granted an extension of time to expire prior to your next .licensing period to upgrade your onsite sewage disposal system at the Trade' Winds Inn, Craigville Beach Road .Craig- ville, servicing your two cottages with the following' condi- tions: Thd system must be pumped on a monthly basis during your rental season. You are. granted an extension. of time to upgrade the system servicing your main building. to .expire prior to your licensing for the year 1985. This extension is invalid in the event health nuisance problems occur. ' Very truly yours, .Robert L... Childs. Chairman Ann. Jane E baugh H. F. Ing M. D. BOARD OF HEALTH , JMK/MM r � W S £ 7 o a INN P.O. BOX 107 CRAIGVILLE,CAPE COD, MASS.02636 TEL:AREA CODE 617-775.0365 Its o-" jyq, o ® r 0 ,IV I At Famous Craigville Beach — Cape Cod's Finest Pernit Number: Date: Completed by HIGH GROUND-WATER LEVEL COMPUTATION „ Site,Location- Lot No. Owner: Address: 42 Contractor: Address: Notes: I STEP 1 Measure depth to water tabler 2 f to nearest 1/1.0 ft. . - . . . . . S JU- u .. - - - - - - - - - - - - / / dateh 7� STEP 2 Using Water-Level Range Zone ' and Index We Map locate site and determine: " A) Appropriate index well . . . . . ` B) Water-levet. range zone . . . . . . . . . . STEP 3 Using monthly report"Current Water Resources Conditions" F determine current depth to water level for index well mo.y r STEP 4 Using Table of Water-level Adjustments for index well STEP 2AY—, current depth to water level for index well , (STEP 3) , and water-level LLL zone (STEP 2B) determine water-level adjustment - -- - - • - - - . . . .. . . . . . . . . . . . . . . . . . . . . . . . . STEP 5 Estinate depth to high water by subtracting the water- level adjustment (STEP 4) from measured depth to water �, r level at site STEP ] - - - - - - - - - - - - - - l KI.ELY ASSOCIATES, ,LTD. Eng. Sheet _- of._____. End;.Meers and Consultants Date Project �J ,?yG O? jf,ie ,,�:.�:�_ .0e fie- ' r SAd � . Gr+6 ti7Ft r 6ALI r , F 4 .y�, 4.l,I} ". 'x1 ...t f ..�._,1u Y.],• ��' � f'.',Y'{1�f1�',Y,.'1{}0"�'1.�*'�.�(,L .. tt. ` .,i � ... °Y�.�... �-,, _ lIE LY ASSOCIATES , LSD. n9. Sheet of 1-7 Efi' neers and ' nu.ltants Date Pro)eot 11 LOCO 44 ix ". k''fa' �+�' « ' _ „� -+'9"ir4. ^,�M�¢'c b� ..emsr..�"�: -�...•qy;� e- m.;" r :ge.�rYr�-... _:7F- ax, r 4 t b MOROAT-E% LTD:, En.g,i,neerg',dhd 4�.onsvttants gate Project Ysp . 'FAA ., s , . _ S, AIRBILL NUMBER ' AD r'.. .,-•. � PLEASE COMPLETE ALL INFORMATION IN THE 5 BLOCKS OUTLINEDUN ORANGE 4 9 1 9 5 2 8 SEE BACK OF FORM,SET FOR COMPLETEPREPARATION INSTRUCTIONS L YOUR F pE E' A�C O14 NMB D7 yt,4LU FROM•(Your Name) / TO(Reclplent's Name) If'Hp d For Pick Upaor S to day Dellyery,Q T fIF iprent's PhonerNumber�'' ✓ yl� .N � Yi:. COMPANY '] A' DEPARTMENTIFL'OOR'NO COMPANY" y�3y h DEPARTMENTIF.LOORNO W 'R r PT,RE�ET,Ai,YAj� A���t E a_�r ti ". e 1 ',�"V •�• " - D�DRESS(P �.�^f�.•'+,�.��t .�1� "1'�E,rr °w` RE T O E AB �) J� CITY - ��11 p-y°"'•- STATE a._ CITY ' STATT-E/;,'f(� 'Z ` 'T7 yLri� 3 ,p W l ,�! L i3r• '�,.{` r AAAIII��� �`'�( ]ZIP Fo co TEEci'Ix°voicfR�NEGwRED IN TENDERING THISSRI MENT,SHIPPER AGREES THAT ZIP ACCUflATE netoDE REDOIREo'. j (. b yR 'eY .f ICt rOfl,WERN GHT DELIVERY y f F.E.C.SHALL'NOT BEiIIABLE FOR SPECIAL'INbIDEN" .a V AMMLL NO . ,` TIAL DAMAGES ARISING'FROM ' CARRIAGE HEREOF'FE!C:':�DIS- YOUR NOTES/REFERENCE NUMBERS(FIRST 12 CHARACTERS WILL ALSO APPEAR+ON INVOICE) FEDERAL'EXPRESS USE' 0 CLAIMS ALL WARRANTIES, EXPRESS OR IMPLIED;"WITH, k - RESPECT TO THIS SHIPMENT:THIS IS A NON-NEGOTIABLE' -FREIGHT CHARGES X' t - AIRBILL SUBJECT TO,GONDITIONS OF"'TRAC7sSET FORTH • -Y. r ON REVERSE OF.SHIPPER'S COPY,UNLESS YOU;DECLAREAA ,�`;: _ 'Q PAYMENT,A' Shipper ❑•BIICRecipient's F.E.C.Acct. E Bill 3rd Party F.E C Acct. Credit Card ' HIGHER VALUE,PTHE LIABILITY OF FEDERAL EXPRESS COR_ H�:}ac.,_ i.q 'PORATION iS LIMITED:TO$100.00.FEDERAL EXPRESS DOES- ad ❑Cash In Advance -Account Number7Credit Card Number r�^c NOT:CARRY CARGO'LIABILITY INSURANCE DECLARED VALUE-CHARGE - SERVICES, -. DELIVERY AND SPECIAL HANDLING: PACK GES WEIGHT DECLARED" 015, ,EMP.N0. DATE a •r0 CHECK ONLY Q BOX CHECK SERVICES.REUUIRED VALUE - s t PRIORITY 1 KNIGHT LETTER I� + ❑CASH RECEIVED AOTIPRO ADVANCE ORIGIN W HOLD FOR PICK-UP AT FOLLOWING a'% X 1❑IOVERNIGHT:PACXAGE 8 ] D Io z OZ.) 1..❑ FEDERAL EXPRESS LOCATION.SHOWN - ❑•ileTuniLswwarr - - > - •�' 'up, D o io ies) ✓ IN SERVICE GUIDE.RECIPIENT'S U. , OURIEH PAK ; o PHONE NUMBER IS REQUIRED. < ❑ T1/IDPARTY }{ AGTIPRO ADVANCE DESTINATION LL: Y{ IUD oN2 LBSIGHT E'ENVELOPE 8❑ -2 'DELIVER - - 4 ❑ CHG TO DEL ❑ OG.TO MOLD 4 �, _ tQ' 3 OVERNIGHT BOX -SATURDAY SERVICE REQUIRED TOTA TOTAL' TOTAL STREET ADDRESS- ' OTHER -aa,. (UP to 5 CBS.) 9❑ 3 ❑ See Reverse(Enn charge aD01 a IDr OeGwry 1 4[:]OVERNIGHT TUBE 'RESTRICTED ARTICLES SERVICE(P 1 and I' - - `'T O OVERNIGHT (Up I 5 Les) -4 ❑ Standard AI P woe M.em haroe) RECEIVED AT - �•I� r STANDARD AIR 5 ❑ SSS Signawre sew m service SHIPPERS DOOR CITY- 1STATE ZIP _ YOTAL CHARGES �" ree�aa,en a charge applies) -❑IjEGULAR STOP ,F t , DELIVERY 2ND BUSINESS _'i,E�]ON�QALL STOP S❑DAY FOLLOWING PICK-UP 6.❑ DRY ICE BS. ❑:rF G LOC b Kj [r W (Up to 70 LES.) _ r' 7 ❑ OTHER SPECIAL SERVICE Federal Express-uryoratl gmployee No 7 RECEIVED BY'(S gnature) a' "OVERNIGHT" IS NEXT BUSINESS DAY , F 1 (MONDAY THROUGH FRIDAY).TWO'DAYS V ' "EROY AVAIIABLEIN CONTINENTAL U.S. "B'❑. D ,For Express Use DATE/TIMERECEIVED F.E.C. MPLOYEENUMBER #2E41S 00750' % {1l F C 750 DIOIW 1 ,SEE SPECIAL HANDLING. 9 ❑ REVISION DATE r 1 t _ ...4 ....>.�.;. ,..'�.`..:�:�t..a.�._:r�i._�se�:''-.y�.�ile��-,� ...J�..ri'�m"'oa�Ta�„�.,»e..a. •c:a.,t.:s53�3:�,,.W.'...���+a.��st,0.t�'. �.2 �6'T '' Adei'....6 6 PRINTED SA 1. In tendering the shipment for carriage the shipper agrees to these TERMS AND certain conditions, acts of God, perils of the air, public enemies, public authorities r CONDITIONS OF CONTRACT which no agent or employee of the parties may alter, acting with actual or apparent authority; authority of law, acts or omissions of and,that this;Federal Express'Airbill is NON-NEGOTIABLE and has been prepared customs or quarantine officials, riots, strikes or other local disputes,.,civil commo- by him or'on'his behalf by Federal Express. I:.' .tions, hazards incident to a state of war, weather conditions or mechanical delay of 2.The shipper agrees that carriage is subject to terms and conditions of contract the aircraft or acts or.omissions of any person,other than FEC, including com- stated herein and those terms and conditions which are also stated in the most re- pliance with delivery instructions from the shippe4 or consignee. FEC shall not be �• cent Federal Express Service Guide, which is available for inspection and incor- liable for the loss of articles loaded and sealed in packages by the shipper provided. porated into this contract by reference. the seal is unbroken at the time of delivery and the package retains Jts basic integri- `• 3. In tendering the shipment for carriage,THE SHIPPER WARRANTS that the ship- ty.FEDERAL EXPRESS SHALL NOT BE LIABLE IN ANY EVENT FOR ANY SPECIAL, - $; ment is-packaged adequately to protect the enclosed goods and to insure safe INCIDENTAL OR CONSEOUENTIAL DAMAGES,INCLUDING BUT NOT LIMITED TO transportation with ordinary care and handling, and that each package is ap- LOSS OF PROFITS OR INCOME WHETHER OR:NOT-FEDERAL EXPRESS HAD propriately labeled and is in good order(except as noted).for carriage asspecified. KNOWLEDGE THAT SUCH DAMAGES MIGHT BE INCURRED" }'I 4.When the"destination of the shipment is not within the Federal Express air ter- 7. CLAIMS. WRITTEN NOTICE OF LOSS DUE TO DAMAGE, SHORTAGE OR ,. minal zone as listed in the most recent Federal Express Service Guide, Federal Ex- DELAY MUST BE REPORTED BY THE SHIPPER WITHIN 15 DAYS AFTER THE press makes no commitment with respect to time of delivery of the shipment. DELIVERY OF THE SHIPMENT. WRITTEN NOTICE OF LOSS DUE TO NON- 5. In the event-of.,international carriage of any shipment hereunder,the rules DELIVERY MUST BE REPORTED BY,THE SHIPPER WITHIN 90 DAYS AFTER - relating to liability established by the Convention for the Unification of Certain ACCEPTANCE OF THE SHIPMENT OR CARRIAGE. Written notification will be Rules Relating to International Carriage-by,Air signed at Warsaw,Poland on October considered to have been made if the shipper calls and notifies the Customer Services _ 12,1929 shall apply to the carriage insofar as the same is,governed thereby. Department at 800/238-5355(in Tennessee 800/542-5171)and as soon as practicable 6. DECLARED VALUE AND,LIMITATION OF LIABILITY. THE, LIABILITY OF thereafter files a written notification.Documentation of all claims other than over-, FEDERAL EXPRESS IS LIMITED TO THE SUM OF$100.00 unless a higher value is charge claims must be.submitted in writing to FEC within ninety (90) days after declared for carriage herein and a greater charge paid at the rate of 300 per$100.60 receipt of written notification. No claim for damage will be entertained until all value.The maximum higher declared value is $5000,00. Shipments containing items -transportation•charges have been paid. The amount of a claim may not be deducted of extraordi nary"value. including, but not limited to,drawings, paintings, sculptures, from the transportation charges.'Receipt of the shipment by the consignee without porcelain, ceramics, furs, fur clothing, fur trimmed clothing, jewelry, watches, written notification of damage on the delivery receipt shall be prima facie evidence gems, stones (precious .or semi-precious, cut or uncut), industrial diamonds, that the shipment was delivered in good condition,except that in the case of claims costume jewelry, .precious metals, gold, silver, (bullion, dustI or precipitates), for concealed damage which_is not discovered at the time of delivery, the shipper platinum.(except as an integral part of electronic machinery), money,-currency,- shall notify FEC in writing,as promptly as possible after the discovery thereof and in coins, trading stamps, stocks, bonds, cash letters (or their equivalent) or other,ex- any event not later than 15 days from the date of delivery.The shipper must,make traordinary valuable items, are limited to a maximum declared value of,$500,00.• the original shipping cartons and packing available for-inspection by FEC. Claims When multiple packages are placed on a.single airbill but the shipper has'not for overcharges and refunds:must'be made in writing to FEC within twelve (12) . "specified the declared value of each individual package,the declared value for each months of the billing date.All claims must be filed by the shipper. individual package will be determined by dividing the total,declared value on.the air- 1..8. All shipments.are.subject to`inspection by.FEC, including but not limited to, bill by the number of packages indicated on the airbill, subject.to a $100.00 ..opening.the shipment.However,FEC is not obligated to perform such inspection. minimum declared value per individual package. The liability of Federal Express is 9. C.O.D. services are not available and a-C.O.D. shipment sent in error will be t limited to the declared value of the shipment or the amount of loss or damage ac- delivered as a normal pre-paid or collect shipment. tually sustained,whichever is lower. - 10. Federal Express carries no cargo liability insurance but maintains a separate _ Federal Express is not liablefor loss,damage,delay,mis-delivery or non-delivery fund for the satisfaction of cargo claims which may arise out of the carriage of not caused by its own negligence or any loss,damage, delay, mis-delivery or non- delivery cargo pursuant to the conditions of contract contained herein and in the most re- , .-caused by the act, default or omission of the shipper, consignee, or,any cent Federal Express.Service Guide. other party who claims interest in the shipment, the nature of the shipment or�any- 11. Notwithstanding the shipper's instructions to the contrary, the shipper shall be defect, characteristic of inherent vice thereof; violation by-the shipper or consignee Primarily liable for all costs and expenses related to the shipment of the package, of•any of the conditions of contract contained in this airbid•Cfi in the Federal Express and.,for costs incurred in either returning the shipment to the shipper or warehous- Service Guide, including, but not limited to, improper or insufficient packing, secur- in the shipment pending disposition. - 12.Saturday Delivery:Recipient's phone number is required. ing, marking or addressing, or failure to observe any of.. the rules relating to`z,,shipments not acceptable for transportation or-shipments -acceptable only under 13. Federal Express assumes no responsibility for billing disputes resulting from inaccuracies contained in;or omissions from,the airbill. Byron R. Holmes, C.E.T. j Technical Director Byron R. Holmes ` Laboratory Director R.F.Geisser&AssocAnc. Consulting Engineers-Laboratories R. F. Geisser &Assoc. Inc. P.O.Box 4528,E.Providence,R.1.02914 01 438=7320 Consulting Engineers-Laboratories P.O.Box 526,Dedham,Mass.02026.617.329-4430 P.O. Box 4145, E. Providence, R.I. 02914.401-438-7320 P.O. Box 1245, Dedham, Mass. 02026.617-329-4430 /— 80v 336— QSI-;1 ,/./ /AVc�j� C SO'> 2DTJ ey •a a�s�r i R. F. GEISSER &:ASSOC., INC. P. 0. Box 4526 120.Pershing Street �;.. EAST PROVIDENCE, R! 02914 l l� 30 DATE TO ..mil p _ ._..S-..___._.________.._....,.__....._ .l _ Ill c-9--le_ C o�i 7�4 t_.. ''' � �a vP / c.iRr�Y°tea j p PLEASE REPLY ❑ NO REPLY NECESSARY (/ � orr�r 9s'R S y �cvu. d . F 7 R f TO .'i: .�OF BRI�STABLE . _ ------------ - - ---- -- j.•0 � \� OFFICE OF BAL1STl-11LL : BOARD OF HEALTH 0 oopfey►9�\6 367 MAIN STREET HYANNIS, MASS. 02601 VARIANCE REQUEST FORM All variance requests must be submitted five (5) days prior to the scheduled Board of Health meeting. N:SEE OF APPLICANT TRADE WINDS INN TELEi'HONE NO. 775-0368 ADDRESS OF APPLICANT CRAIGVILLE BEACH ROAD NA E OF 01,NER OF PROPERTY c/o ALAN EISENSTADT LOCATION OF REQUEST TRADE WINDS INN, CRAIGVILLE BEACH, RI VARIANCE FROM REGULATION (List regulation) 15.03 (6) - TITLE V VARIANCE REQUESTED (Specific request). BOTTOM OF LEACH .CHAMBER LESS THAN r 4 (FOUR) FEET. SEE ATTACHED LETTER. REASON FOR VARIANCE (May attach letter if more space needed) SEE ATTACHED LETTER. PLANS - Two copies of plan must be submitted clearly outlining variance requested. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPPROVAL, Robert L. Childs, Chairman Ann Jane Eshbaugh H. F. Inge, M. D. BOARD OF HEALTH TOWN OF BARNSTABLE R. F. Geisser & Assoc. Inc. 401-438-7320 Consulting Engineers P.O. Box 4526, East Providence, F: 7 Rhode Island 02914 Russell F. "Bud"Geisser P.E. President January 15, 1985 Town of Barnstable Board of Health 367 Main Street Hyannis, MA 02601 To the Board: Trade Winds Inn is in the process of upgrading their on-site septic system in accordance with a town directive. In order to allow for connection to the motel, it is noted that the bottom of the system will not be 4 feet above the elevation of a pond in the vicinity. A review of perc test records shows that no water was encountered. However, the Health Department has defined the water table to be at the pond elevation. Because this system constitutes an improvement to the existing disposal facility, it is requested that the Board waive the requirement that a four foot elevation be retained between the pond and the bottom of the septic pits. A review of soil conditions present indicates percolation to be no problem in this area and the raising of the field would result in not being able to service the motels septic system. Thank you for your consideration. Sincerely, Byron R. Holmes Technical Director BRH/tmf Enclosures DESIGN•CONSULTATION•SUPERVISION•REPORTS -- i0/a 7/$4a- - -- --- — - --- -- _ _ -----_ __ -_ _ - - -- - _ _ _-- • I k I TC.HS-Al_ _/92E'A _. -- -. S7�CtL COVE-R, L.OG,.IE2 LEVEL • __. .__- -_-_- IRA FFtle. _ To - SE` - Ch'SS/�c G_ -- - --- - - -NO__ OUTLET COVe-2 _-- _/Vo_ _0771/E2___Coue-I S- _._ ..__ _--_-_._. _ -,__-- __- __-_ _.. _ _ __ .._-- ---___- - --- _ - ___-- _ _ _ _ _ -_�.._�. ___,_ ___I __._-- ,_----_ .-_r,,__ .__-- . _.. _-- _.. _._..,_. __ ..__ -- _ �..�....___.� _.__ �.__._ _.. __._ _.._._..._._._. ____ _ _ __.._ 4. The owner(s) of the area, if not the person making this request, has been given written notification of this request on (date) The name(s) and address(es) of the owner(s): • S,p Lr tlpP/c.-74 5. I hereby certify that all abutters to the area subject to the written request have been notified by CERTIFIED MAIL that a Determination is being requested under M.G.L. Chapter 131 sec. 40 and Article XXVII of the Town of Barnstable By-Laws. They have also been notified that a plan of the proposed work-is on d12 with the Conservation,Commission and that the Request for Determination will be reviewed, together with plans, and a decision will be issued by the Commission as to whether a Notice of Intent will be required for the project. Attached is a list of names and addresses of all immediate abutters to the area subject to this written request, and Certified Mail Receipts. 6. I have filed a complete copy of this request with the southeast regional office of the Massachusetts Depart- ment of Environmental Quality Engineering, Lakeville Hospital, Lakeville, MA 02346 on /- 2- r.r- (date) i 7. I understand that notification of this request will be placed in a local newspaper at my expense in accordance with Section 10.05(3)(b) 1 of the regulations by the Conservation Commission and that I will be billed accordingly. Signature Name Address TeL M ypf TH E TO` lAsllTAEL i Commonwealth � 639 of Massachusetts i0�a�,Y►r� Request for a Determination of Applicability Massachusetts Wetlands Protection Act, G.L. c. 131, §40 TOWN OF BARNSTABLE BY-LAWS, ARTICLE XXVII 1. I,the undersigned, hereby request that the Town of Barnstable Conservation Commission make a determina- tion as to whether the area, described below, or work to be performed on said area, also described below, is subject to the jurisdiction of the Wetlands Protection Act, G.L. c. 131, §40., and Chap. 3 Article XXVII of the Town of Barnstable By-Laws. 2. The area is described as follows. (Use maps or plans, if necessary, to provide a description and the location of the area subject to this request.) Trade Winds Inn Craigville Beach Road A copy of the plan for this project is attached. 3. The work in said area is described below.(Use additional paper, if necessary, to describe the proposed work.) Trade Winds Inn, under the direction of the Board of Health, is in the process of upgrading their on site sewage disposal system. This work involves the installation of leach galleys less than 100 feet from a pond on the property. All proposed construction is to be conducted in the existing paved area of the motel and this work represents an improvement over the existing system. „J R. F. GEISSER & ASSOC. INC. Progress Report No. / 5 Consulting Engineers TESTING LABORATORIES Laboratory Report No.' DESIGN - TESTING - CONSULTATION - RESEARCH ��O/� Job Number /y Russell F. "Bud”Geisser P.E. �� President Date G/ Member of American I BOX 4145 EAST PROVIDENCE, R.I. 02914 Council of Independent Laboratories P.O. BOX 1245 DEDHAM, MASS. 02026 i 401.438-7320 61-7.329-4430 CLIENT TRADE WINDS I I - ----- PROJECT SEWAClE DISPOSAL PROJECT SUBJECT INITIAL SITE VISIT At the request of the client, the undersigned proceeded to the Trade Winds Inn in Barnstable for the purpose of viewing septic systems at the facility. Upon arrival, Mr. Alan Eisenstadt pointed out the various system locations and explained the current status of the Inn with respect to the local board of health. i Presently, Trade Winds Inn is under direction to replace the septic systems at three locations, namely the Seabreeze House, the Lily Pond House, and the main Inn. As a result of our inspection, it was learned that the Seabreeze House septic system is currently pumped once per month, and that the leaching area is in what might be considered a questionable area. Although there are no records of the existing systems, it appears that the Lily Pond House and Seabreeze House share the same system. The holding tank is currently located between the two structures, and the leaching area does not appear to kx- within 100' of any wet areas. No pumping of of this system is necessary. The main Inn has a large septic tank located between the motel and Red Lily Pond. To date, no service of this facility has been required, indicating an acceptable design from an engineering point of view. The exact location of the leaching area is not currently known, but based on the location and topography of the area, it is probable that this is beneath the paved area beyond the septic tank. a It is our recommendation that the following items be addressed: 1. The Seabreeze House septic system could be moved to the front of the structure. This will neccessitate the excavation of test pits and the performance of a percolation test to determine the feasibility of establishing a new system in this area. _j THIS REPORT.IS THE CONFIDENTIAL PROPERTY OF THE CLIENT. AS A MUTUAL PROTECTION TO OUR CLIENTS, THE ` PUBLIC AND OURSELVES, AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. THE RESULTS LISTED REFER ONLY ? TO TESTED SAMPLES AND/OR APPLICABLE PARAMETERS. TOTAL ,LIABILITY IS LIMITED TO THE INVOICED AMOUNT_ R. E. GEISSER & ASSOC. INC. Progress Report No. / Consulting Engineers TESTING LABORATORIES Laboratory Report No. DESIGN - TESTING - CONSULTATION - RESEARCH < i_ Job Number �3�q Russell F. "Bud"Geisser P.E. A 0 President Date e Member of American BOX 4145 P.O. BOX 1245 EAST PROVIDENCE, R.I. 02914 Council of Independent Laboratories DEDHAM, MASS. 02026 401-438-7320 617.329-4430 CLIENT TRADE WINDS INN PROJECT SEWAGE DISPOSAL PROJECT SUBJECT INITIAL SITE VISIT 2. The Lily Pond and Seabreeze Houses system should be monitored occasionally to determine proper operation. However, at this time it appears that a common system is functioning properly and that there is no threat to any water sources in the area. 3. The actual location of the main Inn's leaching facility should be determined. If this is found to be greater than the required distance from the Red Lily Pond, it appears that no corrective actions would be necessary. If it is found to be in close proximity to the pond, then a new leaching area utilizing seepage pits could be designed at a proper distance. At the present time an estimate of construction costs for remedial action cannot be determined. The actual costs would be contingent on the design determined as a result of test pits, percolation tests, and exploratory excavations. Currently, we would estimate the cost of conducting the test pit evaluation and percolation test at the Seabreeze and to conduct an exploration at the main Inn to be approximately $1100.00. Design of the required systems would be contingent on-the results of the initial investigation and could be quoted at that time. Respectfully submitted,Byron R. Holmes I R. F. GEISSER & ASSOCIATES, INC. BRH:kh THIS 'REPORT IS,THE CONFIDENTIAL PROPERTY OF THE CLIENT. AS A MUTUAL PROTECTION TO OUR CLIENTS, THE. PUBLIC AND OURSELVES, AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. THE RESULTS LISTED REFER ONLY TO TESTED SAMPLES AND/OR APPLICABLE PARAMETERS. TOTAL LIABILITY IS LIMITED TO THE INVOICED AMOUNT. January 21, 1985 FROM: Trade Winds Inn Craigville Beach Road Town of Barnstable, MA 02601 TO: Abuttors of Trade Winds Inn Trade Winds Inn has filed a Request for Determination of Applicability with the Barnstable Conservation Commission. This request is made to allow for the upgrading of the motel's existing septic system. As the area in question is less than 100 feet from a pond at this site, the Conservation Commission must be notified. The proposed upgrading will be carried out no closer than the existing system, with all construction to be carried out within the paved area of the parking lot. The Conservation Commission is scheduled to hear this application on January 29, 1985 at their regularly scheduled meeting. A plan of the proposed work is on file with the Conservation Commission. The Commission will review this request and determine if a Notice of Intent will be required for this project. Alan Eisenstadt ' Trade Winds Inn _t i R.F. GEISSER 120 PERSHING STREET P.O. SOX 4526 y E. PROVIDENCE, R.I. 02914 3 io c^/p /,<7 o0 wary /'YoTAF-e- 3.f— �e rP'rtQ 'c v . 71- SP4f /S7G70 1c 66f07 = / d o 3,f a" lam, 'I /3; o? L ��ch'/�'� �.pE•� = o• ¢ s9-l-r. �G.¢L. �!'o. .,.'clP.�.// ENos �v4F�F,44C4 z c' _ 4Z 'x ¢ ' x a� EFFG—"c7-1 Ir si z E - 3 /,o c 4-44(.c 4r -v s E'c rr d /3a7T�h o f P/T = C6 x g ' J 4 7-a r-4 G /j-,e 6:--IL o F G E if c o//—G f FFEcTY�s s/ z E = 3' ?L � z fit' x Z :c/., _ z G, .7 z rf. .c,-. 7-e 1-4� -r"'C2 -- 7C 3 2 _ G 9 '- 6 S;$a-A go 71 E--f 7. f! cz,4G (j s 7-c..o Pig' IF 4 �'fi0 f G G jam/did.✓ / e� X ¢ W de` f Gf C J q d,.E 7o?-!c _ ¢ ��.v sCcc,ru�.�. t 6' Z cEtiiEiP sEc-T✓� -� ? Cy c,.Ty 2 E�-�s f 3♦ cE rcP� /S, e '& G,QE,4 sE T�Ai° _ /o° sEgr� X /� G PG - /S oo G .q LLCM No. S._4. :.� Fms..s..U..._.............. THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ................OF....... k,r-----------------........------•---....-•--- ApplirFation for Disposal Works Tonotrurtiun antic Application is hereby made for a Permit to Construct ( ) or Repair (A) an Individual Sewage Disposal System at: ! z?:.................•---... .-----•----.._..--------...._...... .................................................... Locatio - ddress • Lot, o. ----... 1 ....' a .; � '- -----------------------•------------- .... . .5�! �.. w dre Installer OwAl. Of QType of Building Size Loto__3 _l Pje_______Sq. feet V Dwelling—No. of Bedrooms.________ ...........................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ________I DJdre%L____ No. of persons______4_((a_____________ Showers Cafeteria ( ) a' Other fix res .... . Design Flow......I_1n__ ry4OJOA.gallons _l�Yh___..gallons per person perk ay. Total da---y flow.____ r��0�_________...........ga�llGoon�,sj WSeptic Tank—Li ui� ca n h._ Width__. Diameter________________ De th__P q P - -7---- - /••••--• P --- x Disposal Trench—No._-I............ Width_____ ......... Total Length----- ........ Total leaching area_/JS_l_____sq. ft. Seepage Pit No-_----------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq, ft. Z Other Distribution box (a ) Dosing tank ( ) p ~' Percolation Test Result Performed by.___._.__ ,+. _.__ fi _�"_ =.__�_ -_.___. Date_._____ _A__ _p..___._.. Test Pit No. l_____ _________minutes per inch Depth of Test Pit----1.2......... Depth to ground water-------- Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ................. - -------- --•------------------•--_.......... -.... ------- ------- ----•--------•--•-•--------------------- ------------------ - ODescription of Soil------•-•�--•t- •---- pf .... .:..4.�1' ...... .------------------------------------------------------------------------------------ . x x Nature of Re irs or Iterations—Answer. when-a---licable._1_•.---------------•----••••--•--------•-----•-••------••-•_•--••-•-----••---•----•-•----••-• t� PP PJa1w-TIV.0----.Of----Gki, u�_��__r�._6 ......... Agreement: u The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with LApplication provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in eration until a Certificate of Compliance has been is by the boa d of health. Signed �— " Y5 __--- .�� / !L/ f.� -1&rell-- Date ApprovedBy---------4 -•--•-•---=--•........... ..... _-.._....... . �LJ Date plication Disapproved for the following reasons___________________________________________ ___._ _ ._...__._...._ ..............••--•••----•--------•--....-••------•-•._..............•-•-----•--------.._..._...._...._.....---••-••-----••-•--•••-••••-•-•----•-----------------•------•-•-••------•-•--••-......_.. Date Permit No..... s�-: G 9 _ Issued__.....1_.:.. .3_-_�s ______________________ ------------------•_---- Date . .........��.. --- ----------------------------------- r.' t t No------ =->-�. F>s .:'.:................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .(.�1..e✓............OF......... '-- Appltration for Disposal Works Toustrnrtion rumit Application.is hereby made for a Permit to Construct ( ) or Repair (X) an Individual Sewage Disposal System at: %.J.(/.`l.........,PF,g e..l >---------- .................... .. - ............................... ,Location-Ad Lot N ss - - � o. �X. .�1 r+�...�2 6 .......A.D-.�`-.•.......-•-------------- O ner -- •. �.-- - - res W �--�' A,d a''^' eli Auk', /Q °-----d)(. 3 Fro (/2.e..(1�?�..1�-4i=s...I_V L-,�V Installer Address U Type of Building Size Lot--- _.�0.d Sq. feet �� Dwelling—No. of Bedrooms.... . .........................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building .....��.a71"C.4... No. of persons........11�........... Showers — Cafeteria d Other fixtures . ......... W Design Flow-----lle..,p.4..�,tf"A.gallons per person per day. Total daV flow--------R..�(,IQ..................gallons. WSeptic Tank—Liquid capacity Q(!,�__gallons Length../..?�__...... Width...__`_._.._ Diameter________________ Depth_..7e.._.��... Disposal Trench—No.--__-�.__........ Width..... Total Length V....... Total leaching area.lj9F_ x P - g - g - - '�•----sq. ft. Seepage Pit No..................... Diameter.................... Depth below, inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( /) Dosing tank ( / , a Percolation Test Results Performed by._.___ �._1 .. �1�rr� �s��.., N. .... Date.._ j/� .•,.__.__._... Test,Pit No. 1......A.:....minutes per inch Depth of Test Pit-----/Z........ Depth to ground water.._...19--------------- fT Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 .............................................................. -- •---•--------- O Description of Soil......... ! /Y i4�✓ �` �otR/ A/1/d-----•--------------------•----------------------------- (� ----------- •-------------------------- •------------------------------------- •------------- ..-------- .------------------------------------------ ,... -------- .........--------- ------- x ------------------------------------------------------------ ------•------•------------------------------------------------------------- U Nature of RepAirs or Alter�ati-ons—Answer when applicable z'!Sr_� a,,—!!�_..��..�f#L __�)/� +[�/� V....•-r� V.Jft_e... � A1''. 0.... ,-/``.VA-6d.�.....---,C x-! %.{vim ' 'J``................................. Agreement: 'The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE, 5 of the State Sanitary Code— The undersigned further agrees not to plaee the system in operation until a Certificate of Compliance has been is�aed by the board/of health. Signed.......... { �C�`/ .._.... -•--------- ...1:-c _ .. / . Date Application Approved BY .... ....�;1 �r,'_ .c 5 �llrs.!'4 •................... r a�j Date Application Disapproved for the following reasons:................. Y �'..° . ��^r`A-- -•-• --------------- Date Permit No._ .....-Z-C'- --------- ------------------- Issued Date THE COMMONWEALTH:'OF`MASSACHUSETTS.__, Q BOARD OF HEALTH OF..................................................................................... , - Trrtgftratp of. Tootpliattre THIS IS Tp CERTIFY, Th t the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by...- /� 4 l ��... :.`.:........--•----------------------------------------------------•--------------.........:---------•••--•----•...........---- � :71,o r u/w e,114e' Installer lr C !r r{ r f at.---•--•--•............... t . ....... ........•-••--••--•--- ! cs.......>_ ....... J' �..c/•-.-.................................- .....• - -....... -- has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as.,,describ`ed in the application for Disposal Works Construction Permi o .x,r r: _rr.................... dated----------- , :.._.P __.......... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. e/�*---------------------------------------- .............................. Inspector.......9----- THE COMMONWEALTH OF MASSACHUSETTS vy BOARD t HEALTH . ......... .V,,.OF....... �� z/��a�` I h l G `No......�. ...... �- `�� tl` FEE....`:' . . ......•- i �roo�tl� 'ioat % ftt erutit Permission is KrebY.granted..................... .. ......... .. ,,�� c.!r to`Construct ( vr�Repaid• �e'Ytfdivid'rfaYrSewage Disposal System w .ram w ,.✓ . o. ... _ Street own on the application for Disposal Works Construction N Permit o -�..-_ ..._... ....,Dated..:__: ................:. f, sr !.. R Board of Health I ..... 1 M. $ULKI N, INC BOS�TOIV g, ti.,W>. -"' - - -O r '•»..,„ �N ! l/E R. F. Geisser&Assoc. Inc. 401-438-7320 Consulting Engineers P.O. Box 4526, East Providence, Rhode Island 02914 Russell F. "Bud"Geisser P.E. President June 13, 1985 Barnstable Board of Health ` Town Hall 367 Main Street Hyannis, MA 02601 RE: TRADE WINDS INN To the Board: This letter will serve to certify that the septic systems installed at the Trade Winds Inn were built in accordance with Massachusetts Title V regulations and are substantially shown on our design drawings as approved by the Board of Health. The design parameters for these two systems include twenty nine rooms and a 150 seat restaurant in the main building and a total of 23 rooms for the three accessory buildings. If you have any questions relative to this project or require any further information, please feel free to call this office at any time, 1-800-336-4471. Sincerely, R. F. GEISSER & ASSOCIATES Russell F. Geisser, PE President RFG/tmf DESIGN • CONSULTATION •SUPERVISION• REPORTS LOCATION L/ NO. DATE APPLICANT FEE TELEPHONE NO. (Non-refundable) ADDRESS_ ENGINEER TELEPHONE NO._ DATE SCHEDULED (Applicant' s signature ) . . . . ov oc00000 — Doe . . . . . . . . . o SOIL LOG SUB-DIVISION NAME -TIME NO El ENGINEER "... YES EXPANSION AREA: TOWN WATER PRIVATE WELL BOARD OF HEALTH EXCAVATOR SKETCH: (Street name, etco ,,dimensions of lot, exact location of test holes and percolation tests, locate wetlandsin proximity to test holes) NOTES: 10. cr PERCOLATION RATE: TEST HOLE 'NO:. * ELEVATION: TEST HOLE NO: ELEVATION: 2 2 3 3 -4 4 5 5 6 7 7 8 8 r--9 9 10 10 TOWN WATER PRIVATE WELL BOARD OF HEALTH 1 /�1i�/tt 7r�,l i yc�co EXCAVATOR SKETCH: (Street name,etc. ,dimensions of lot, exact location of test holes and percolation tests, locate wetlands in proximity to test holes) NOTES : m. b i 4 )AoL L- i ^�1 lac Af\ CZ � f i t m:VI 1 PERCOLATION RATE: vu'Gl TEST HOLE NO: / ELEVATION: TEST HOLE NO: z- ELEVATION: 2 SAatb 2 3 3 L L -- -4 - 4 - , 6 jig 4q' ta- Saud 5 too �`"r (� I�z �. !4 7 7 = 8 8 9 UrAr` z 9 10 10 12 13 13 14 14 15 15 16 16 SUITABLE FOR SUB-SURFACE SEWAGE : LEACHING FIELD LEACHING PITS LEACHING TRENCHES UNSUITABLE FOR SUB-SURFACE SEWAGE . REASONS : ` 6 NOTE : ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION ORIGINAL: COMPLETED IN ENTIRETY BY P . E . AND RETURNED TO BOARD OF HEALTH COPY: RETAINED BY APPLIC`T r NUMBER FEE 91 THE COMMONWEALTH OF MASSACHUSETTS $25.00 .TOWN of ................................................................ARNSTABLE Board of Health TRADEWINDS MOTEL This is to Certify that ................................. ............ 780 Crai ville Beach Road Crai ville ...................P.. ......__......_.__._..... g ........................ HAS BEEN GRANTED A LICENSE TO OPERATE RECREATIONAL CAMPS, OVERNIGHT CAMPS OR CABINS, MOTELS AND TRAILER COACH PARKS This License is issued in conformity with the authority granted to the Board of Health, by Chapter 140, Sections 32A, 32B, 32C, 32D and 32E as amended, and is subject to the provisions of the Laws of the Commonwealth of Massachusetts relating thereto, and upon such terms and -conditions, and to the rules and regulations in regard to said Cggips or Cabins so licensed as adopted by the Board of Health, and expires December 31st, 19.......... unless sooner suspended or revoked. Grover C.M. Farrish, M.D. Chairman April 24, 89 Aiin 7ari'e'""Esfibau'gli..................................... -%Board • --------------- 19_...... ••--••......... --------- •----•-•-••---•-......-••...._. James..Ns...Crocker, Sr. of . .••------••.....-••----•-••-•-•••--•••-•-••--•-•-----••-••--•----••-•----•--•. " -------------- .......................... ------........-----• Health ` Original License Fee Renewal Fee By............. �' • '-------••--•--•--•-•...................................... Agent FORM 525 H. & W. INC. I ' 1 - -- / - '-~ ..... NUMBER FEE Board of Health 780 Craigville Beach Road, Centerville HAS BEEN GRANTED A LICENSE TO QPERATE RECREATIONAL CAMPS, OVERNIGHT CAMPS OR CABINS, MOTELS AND TRAILER COACH PARKS This License is issued in conformity with the authority granted to the Board of Health, by Chapter 140, Sections 32A, 32B, 32C, 32D and 32E as amended, and is subject to the provisions of the Laws of the Commonwealth of Massachusetts relating thereto, and upon such terms and conditions, and to the rules and regulations in regard to said Camps or Cabins so licensed as adopted by the Board of Health, and expires December 31st, 19-90... unless sooner suspended or revoked. Gr Original License Fee Renewal Fee Agent ' � ' ' \\ ' \ � _ ' � � ' ^ � NUMBER FEE 30 THE COMMONWEALTH OF MASSACHUSETTS $50.00 .TM....... of BARNSTABLE .............. ............................................................... Board of Health This is to Certify that ......IT!� WINDS IM........ ........ ---------- I-----------------"............ 780 Craigville Beach Road, Centerville . ................-........................................................7...................................................................................m............ HAS BEEN GRANTED A LICENSE TO OPERATE RECREATIONAL CAMPS, OVERNIGHT CAMPS OR CABINS, MOTELS AND TRAILER COACH PARKS This License is issued in conformity with the authority granted to the Board of Health, by Chapter 140, Sections 32A, 32B, 32C, 32D and 32E as amended, and is subject to the provisions of the Laws of the Commonwealth of Massachusetts relating thereto, and upon such terms and conditions, and to the rules and regulations in regard to said Camps or Cabins so licensed as adopted by the Board of Health, and expires December 319t, 19.91.... unless sooner suspended or revoked. ANN JANE ESHBAUGHF CHAIRMAN 90� .. K.................................................... Board ...................Tanuary..1,,-19.91. ............................................................................... ..%JCGEPH..C—SN0W1..-bL.D.............................. o f .............................................................................. ............................................................................... Health Original License Fee < Renewal Fee By................Agigfft..... .. ............................... FORm 525 H. W. INC. l NUMBER FEE THE COMMONWEALTH OF MASSACHUSETTS 86 $50.00 ............. OWN...--•-•-• of .....BARNSTABLE.... Board of Health This is to Certify that ...........TRADE WINDS INN ..---....-••••..:......................•••-----•---•-----•--Z -_CRAIGVILLE-_BEACH•RD.., CREIIuILLE........................ HAS BEEN GRANTED A LICENSE TO OPERATE RECREATIONAL CAMPS. OVERNIGHT CAMPS OR CABINS, MOTELS AND TRAILER COACH PARKS This License is issued in conformity with the authority granted to the Board of Health, by Chapter 140, Sections 32A, 32B, 32C, 32D and 32E as amended, and is subject to the provisions of the Laws of the Commonwealth of Massachusetts relating thereto, and upon such terms and conditions, and to the rules and regulations in regard to said Camps or Cabins so licensed as adopted by the Board of Health, and expires December 31st, 19...42.. unless sooner suspended or revoked. :........19.92 p - Board . .."-........JANUARY 1 ------------JDSe h'�:"�IIow;lt�t:jD:,CCman .................g4121-G. ................................ -------------Edim-R-Grad y----••-------•------------••--- Original License Fee ...-----"-------------------------------•-------------------------------.....-" Health Renewal Fee By............7Z;;; AGENT FORM 525 H. & W. INC. FEE NUMBER THE COMMONWEALTH OF MASSACHUSETTS $50.00 14 TOWN------------- of ----1}AUST,ABLE.................................... Board of Health This is to Certify that - ALAN ISENSTADT D/B/A-TRADE WINDS._INN____________•-.- ...... 780 CRAIGVILLE BEACH- RD-._,_ CRAIGVILLE_.___•.......................... ............................................................------------ HAS BEEN GRANTED A LICENSE TO OPERATE RECREATIONAL CAMPS, OVERNIGHT CAMPS OR CABINS, MOTELS AND TRAILER COACH PARKS This License is issued in conformity with the authority granted to the Board of Health, by Chapter 140, Sections 32A, 32B, 32C, 32D and 32E as amended, and is subject to the provisions of the Laws of the Commonwealth of. Massachusetts relating thereto, and upon such terms and conditions, and to the rules and regulations in regard to said Camps or Cabins so licensed as adopted by the Board of Health, and expires December 31st, 19--93.... unless sooner suspended or revoked. Susan.G..]RaSk,.QIEI NJ II .... Board .....JANUARY..1.,---....19..9.3. ..... . ............... of ...BI1R11 ................. Health Original License Fee . .. Renewal Fee By AGENT FORM 525 H. & W. INC. NUMBER FEE 64 THE COMMONWEALTH OF MASSACHUSETTS $50.00 ............TOWN--------.. of .....AA)KNSTABLE.... ................................................. Board of Health This is to Certify that ......:4LAN ISENSTADT.D A..1 .................................. ..WIND.S....IM ...---•--••...-----...••-----••---•------•••-•------•780 CRAIGVILLE BEACH RD.. ...CAAIGVILLE----••--------•---••---........ HAS BEEN GRANTED A LICENSE TO OPERATE RECREATIONAL CAMPS, OVERNIGHT CAMPS OR CABINS, MOTELS AND TRAILER COACH PARKS This License is issued in conformity with the authority granted to the Board of Health, by Chapter 140, Sections 32A, 32B, 32C,32D and 32E as amended, and is subject to the provisions of the Laws of the Commonwealth of Massachusetts relating thereto, and upon such terms and conditions, and to the rules and regulations in regard to said Camps or Cabins so licensed as adopted by the Board of Health, and expires December 31st, 19...94--- unless sooner suspended or revoked. Brian R.GrW ............ ....y, FLS Chak= ... ....... ....................... ............. 1........19.... ----------- ........ Board t..... ---------------------------------- ------Josepht-SoM-M------------------------------- of .................................................................. ------------ .................................................. ........................ Health Original License Fee Renewal Fee BY AGENT FORM 525 H. & W. INC. ---------- ------------- SEATING: 125 FEE a RETAIL• FOOD: $200.00 MILK: TOWN OF BARNSTABLE BOARD OF HEALTH PERMIT TO OPERATE A FOOD ESTABLISHMENT PERMIT NO. 184 JANUARY 1, 1994 In accordance with Regulations promulgated under authority of Chapter 94, Section 305A and Chapter 11.1, Section 5 of the General Laws a Permit is hereby granted to: TRADE WINDS INC. D/B/A TRADE WINDS INN Whose place of business is at 780 CRAIGVILLE BEACH ROAD, CENTERVILLE, MA Type of business and any restrictions. FOOD SERVICE ESTABLISHMENT To operate a food establishment in the TOWN OF BARNSTABLE Permit Expires DECEMBER 31, 1994 BOARD OF HEALTH Brian R. Grady, RS, Chairman Susan G. Rask, RS Joseph C. Snow, M. Thomas, A. McKean Director of Public Health k, Fi NUMBER FEE THE COMMONWEALTH OF MASSACHUSETTS 5 50.00 TOWN of BARNSTABLE This is to Certify that ALAN ISENSTADT D/B/A TRADE WINDS INN 780 CRAIGVILLE BEACH ROAD, P.O. BOX 477, CENTERVILLE HAS BEEN GRANTED A LICENSE TO OPERATE RECREATIONAL CAMPS, OVERNIGHT CAMPS OR CABINS, MOTELS AND TRAILER COACH PARKS This License is issued in conformity with the authority granted to the Board of Health, by Chapter 140, Sections 32A, 32B, 32C, 32D,and 32E as amended, and is subject to the provisions of the Laws of the Commonwealth of Massachusetts relating thereto, and upon such terms and conditions,and to the rules and regulations in regard to said Camps or Cabins so licensed as adopted by the Board of Health, and expires December 31 St, 2005 unless sooner suspended or revoked. JANUARY 1, 2005 Wayne Miller, M.D., Chairperson Board Sumner Kaufman, M.S.P.H. of Susan G. Rask,R.S. Health Original License Fee B �r� Y Renewal Fee Thomas A. McKean, RS, CHO, Health Agent i 1 NUMBER FEE .THE COMMONWEALTH OF MASSACHUSETTS $40.00 61 ......----- ........... of ....BARNSTABLE.................................... Board of Health This is to Certify that .-ALAN_ ISENSTADT D(B/A.;TRADE,•,WIND$-IIqN ............................... ......................................................80_.CRAIGVILLE..B.EACH--ROAD,..�RNTER.Y.�BLE HAS BEEN GRANTED A LICENSE TO OPERATE RECREATIONAL CAMPS, OVERNIGHT CAMPS OR CABINS, MOTELS AND TRAILER COACH PARKS This License is issued in conformity with the authority granted to the Board of Health, by Chapter 140, Sections 32A, 32B, 32C, 32D and 32E as amended, and is subject to the provisions of the Laws of the Commonwealth of Massachusetts relating thereto, and upon such terms and conditions, and to the rules and regulations in regard to said Camps or Cabins so licensed as adopted by the Board of Health, and expires December 31st, 19-96..•. unless sooner suspended or revoked. Susan G,-R.*k,-R.S,,-.ChaifMan...... Board JANUAR.. 1�........-19..96. •-----•-•---.Bflaaflrr-�Fad�f;R- -------------- ---Ral h Anull pl ........ of .....................................Phy-tY ------- .......................... Health Original License Fee RenewalFee ..... . ...................................................................... _.... AGENT FORM 525 H. & W. INC. NUMBER FEE THE COMMONWEALTH OF MASSACHUSETTS 5 50.00 TOWN of BARNSTABLE • This is to Certify that ALAN ISENSTADT D/B/A TRADE WINDS INN 780 CRAIGVILLE BEACH ROAD, CRAIGVILLE HAS BEEN GRANTED A LICENSE TO OPERATE RECREATIONAL CAMPS, OVERNIGHT CAMP OR CABINS, MOTELS AND TRAILER COACH PARK This License is issued in conformity with the authority granted to the Board of Health, by Chapter 140, Sections 32A, 32B, 32C, 32D, and 32E as amended, and is subject to the provision of the Laws of the Commonwealth of Massachusetts relating thereto, and upon such terms and conditions, and to the rules and regulations in regard to said Camps or Cabins so licensed a adopted by the Board of Health, and expires December 31 st, 19 97 unless sooner suspended or revoked. • Susan G. Rask, R. S., Chairman Board Brian R. Grady, R. S of Ralph A. Murphy, M. D. Health Original License Fee Renewal Fee By � AGENT NUMBER FEE THE COMMONWEALTH OF MASSACHUSETTS 5 50.00 TOWN of BARNSTABLE This is to Certify that ALAN ISENSTADT D/B/A TRADE WINDS INN 780 CRAIGVILLE_BEACH ROAD, CRAIGVILLE HAS BEEN GRANTED A LICENSE TO OPERATE RECREATIONAL CAMPS, OVERNIGHT CAMPS OR CABINS, MOTELS AND TRAILER COACH PARKS This License is issued in conformity with the authority granted to the Board of Health, by Chapter 140,Sections 32A,32B,32C, 32D,and 32E as amended, and is subject to the provisions of the Laws of the Commonwealth of Massachusetts relating thereto, and upon such terms and conditions,and to the rules and regulations in regard to said Camps or Cabins so licensed as adopted by the Board of Health,and expires December 31 st, 19 98 unless sooner suspended or revoked. • Susan G. Rask, R.S.,Chairman Board Ralph A. Murphy, M. D. of Sumner Kaufman,M.S.P.H. Health Original License Fee B Renewal Fee Thomas A.McKean, RS,CHO, Health Agent i t $ #$ NUMBER FEE THE COMMONWEALTH OF MASSACHUSETTS 1 k 5 '` 50.00 Y � M TOWN of BARNSTABLE fr � r This is to Certify that ALAN ISENSTADT D/B/A TRADE WINDS INN , r780 CRAIGVILLE BEACH ROAD,CRAIGVILLE r HAS BEEN GRANTED A LICENSE TO OPERATE RECREATIONAL CAMPS, OVERNIGHT CAMPS OR CABINS, MOTELS AND TRAILER COACH PARKS This License is issued in conformity with the authority"granted to the Board of Health, by Chapter 140, Sections 32A,32B, 32C,32D,and 32E as amended, and is subject to the provisions of the Laws of the Commonwealth of Massachusetts relating thereto, and upon such terms and conditions,and to the rules and regulations in regard to said Camps or Cabins so licensed as adopted by the Board of Health, and expires December 31st, 19 99 unless sooner suspended Y t' or revoked. Susan G. Rask, R.S.,Chairman Board Ralph A. Murphy, M.D. of Sumner Kaufman, M.S.P.H. Health _ Original License Fee By. Renewal Fee Thomas A. McKean, RS,CHO, Health Agent r't n �4 f S A. NUMBER FEE THE COMMONWEALTH OF MASSACHUSETTS 5 50.00 TOWN of BARNSTABLE • This is to Certify that ALAN ISENSTADT D/B/A TRADE WINDS INN 780 CRAIGVILLE BEACH ROAD, CRAIGVILLE HAS BEEN GRANTED A LICENSE TO OPERATE RECREATIONAL CAMPS, OVERNIGHT CAMP OR CABINS, MOTELS AND TRAILER COACH PARK This License is issued in conformity with the authority granted to the Board of Health, by Chapter 140, Sections 32A, 32B, 32C, 32D, and 32E as amended, and is subject to the provisions of the Laws of the Commonwealth of Massachusetts relating thereto, and upon such terms and conditions, and to the rules and regulations in regard to said Camps or Cabins so licensed as adopted by the Board of Health, and expires December 31 st, 2000 unless sooner suspended or revoked. • Susan G. Rask, R. S.,Chairman Board Ralph A. Murphy, M. D. of Sumner Kaufman, M.S.P.H. Health Original License Fee By � Renewal Fee Thomas A. McKean, IRS,CHO, Health Agent NUMBER FEE THE COMMONWEALTH OF MASSACHUSETTS 5 50.00 TOWN of BARNSTABLE This is to Certify that ALAN ISENSTADT D/B/A TRADE WINDS INN 780 CRAIGVILLE BEACH ROAD, P.O. BOX 477, CENTERVILLE HAS BEEN GRANTED A LICENSE TO • OPERATE RECREATIONAL CAMPS, OVERNIGHT CAMPS OR CABINS, MOTELS AND TRAILER COACH PARKS This License is issued in conformity with the authority granted to the Board of Health, by Chapter 140, Sections 32A,32B,32C, 32D, and 32E as amended, and is subject to the provisions of the Laws of the Commonwealth of Massachusetts relating thereto, and upon such terms and conditions,and to the rules and regulations in regard to said Camps or Cabins so licensed as adopted by the Board of Health,and expires December 31 st, 2001 unless sooner suspended or revoked. Susan G.Rask, R.S.,Chairman Board Ralph A.Murphy,M. D. of Sumner Kaufman,M.S.P.H. Health • Original License Fee By Renewal Fee Thomas A.McKean, RS,CHO,Health Agent NUMBER FEE THE COMMONWEALTH OF MASSACHUSETTS 5 50.00 TOWN of BARNSTABLE This is to Certify that ALAN ISENSTADT D/B/A TRADE WINDS INN 780 CRAIGVILLE BEACH ROAD, P.O. BOX 477, CENTERVILLE HAS BEEN GRANTED A LICENSE TO OPERATE RECREATIONAL CAMPS, OVERNIGHT CAMPS OR CABINS, MOTELS AND TRAILER COACH PARKS This License is issued in conformity with the authority granted to the Board of Health, by Ql 6 Chapter 140, Sections 32A, 32B, 32C, 32D, and 32E as amended, and is subject to the provisions Q of the Laws of the Commonwealth of Massachusetts relating thereto, and upon such terms and conditions, and to the rules and regulations in regard to said Camps or Cabins so licensed as adopted by the Board of Health,and expires December 31 st, 2004 unless sooner suspended orrevoked. xe JANUARY 1, 2004 Wayne Miller, M.D., Chairperson Board =z D (Tl Sumner Kaufman, M.S.P.H. of rn n F'' rn Susan G. Rask, R.S. Health �� o 0 Original License Fee By � r Renewal Fee Thomas A. McKean, RS, CHO, Health Agent NUMBER FEE THE COMMONWEALTH OF MASSACHUSETTS 5 50.00 TOWN of BARNSTABLE • This is to Certify that ALAN ISENSTADT D/B/A TRADE WINDS INN 780 CRAIGVILLE BEACH ROAD, P.O. BOX 477, CENTERVILLE HAS BEEN GRANTED A LICENSE TO OPERATE RECREATIONAL CAMPS, OVERNIGHT CAMPS OR CABINS, MOTELS AND TRAILER COACH PARKS This License is issued in conformity with the authority granted to the Board of Health, by Chapter 140, Sections 32A, 32B, 32C,32D,and 32E as amended, and is subject to the provisions of the Laws of the Commonwealth of Massachusetts relating thereto,and upon such terms and conditions,and to the rules and regulations in regard to said Camps or Cabins so licensed as adopted by the Board of Health,and expires December 31 st, 2002 unless sooner suspended or revoked. Susan G. Rask, R.S.,Chairman Board Ralph A. Murphy, M. D. of Sumner-Kaufman, M.S.P.H. Health Original License Fee Byar Renewal Fee C� Thomas A. McKean, RS, CHO, Health Agent NUMBER FEE THE COMMONWEALTH OF MASSACHUSETTS 5 50.00 TOWN of BARNSTABLE This is to Certify that ALAN ISENSTADT D/B/A TRADE WINDS INN 780 CRAIGVILLE BEACH ROAD, P.O. BOX 477,CENTERVILLE HAS BEEN GRANTED A LICENSE TO OPERATE RECREATIONAL CAMPS, OVERNIGHT CAMPS OR CABINS, MOTELS AND TRAILER COACH PARKS This License is issued in conformity with the authority granted to the Board of Health, by Chapter 140, Sections 32A,32B, 32C, 32D,and 32E as amended,and is subject to the provisions of the Laws of the Commonwealth of Massachusetts relating thereto, and upon such terms and conditions, and to the rules and regulations in regard to said Camps or Cabins so licensed as adopted by the Board of Health,and expires December 31 st, 2005 unless sooner suspended or revoked. JANUARY 1, 2005 Wayne Miller,M.D., Chairperson Board Sumner Kaufman, M.S.P.H. of Susan G. Rask, R.S. . Health Original License Fee By Renewal Fee — Thomas A. McKean, RS,CHO, Health Agent I NUMBER FEE 15 THE COMMONWEALTH OF MASSACHUSETTS $50.00 ..---------TOWN-----...... of ......BARN.STABLE.................................. Board of Health This is to Certify that ..ALAN ISENSTADT-D/13/`AJ.PM-E...WINDS.-IN.N............. ................................ ... .. ................... .....................................................78.0...C.RA.IGV.IL.LE...BEACH...R.OAD.2... ............................ ...... ........... .... .... ........... .. ...... HAS BEEN GRANTED A LICENSE TO OPERATE RECREATIONAL CAMPS, OVERNIGHT CAMPS OR CABINS, MOTELS AND TRAILER COACH PARKS This License is issued. in conformity with the authority granted to the Board of Health, by Chapter 140, Sections 32A, 32B, 32C, 32D and 32E as amended, and is subject to the provisions of the Laws of the Commonwealth of Massachusetts relating thereto, and upon such terms and conditions, and to the rules and regulations in regard to said Camps or Cabins so licensed as adopted by the Board of Health, and expires December 31st, 19....9-5- unless sooner suspended or revoked. .......... .................. Board .............JANUARY. ...................1...,....... .....................-.0i .*. ..M................................... ..........SL=G1F121*iW................................... of Jose ------------------------------- ---------................................................................... Health Original License Fee Renewal Fee AGENT FORM 525 H. & W. INC. �Yje �tCorrYn�oeacYtYj ofar���ccYju�ett� TOWN OF BARNSTABLE In accordance with the Massachusetts State Building Code,Section 106.S, this 1� CERTIFICATE OF INSPECTION is issued to ALAN ISENSTADT i Cert[fp that I have inspected the premises known as: TRADE WINDS INN located at 780 CRAIGVILLE BEACH in the Village of CENTERVILLE r County of Barnstable Commonwealth of Massachusetts. Construction Type: Use Group(s): RI The means of egress are sufficient for the following number ofpersons: Location Capacity Location Capacity MOTEL ROOMS 46 Certificate Number: Date Certificate Issued: Date Certificate Expired: Map Parcel . 24207 7/15/2005 7/15/2006 226 140 001 The building official shall be notified within(10)days of any changes in the above information. Building O)cial i r • III 200 1.2 : 06PM No •6340 ' P • 2 �P�z �• ®����IIK Barnstable Town of Barnstable • �.a� = Department of Public Works au-ame�cacny � 'I 230 South Street,Hyannis MA 02601 http_//www_town-bamstab]e.ma_us 2007 Highway Division 508-790-6330 Mark S.Ells,Director Solid Waste Division 508-420-2258 RX "Bud"Breault,Jr., Asst Director Strictures&Grounds Division 508-790-6320 I �[ 01 Office 508-862-4090 Watcr Pollution Control Division 508-790-6335 t Fax SUS-862-4711 Water Supply Division 508-775-0063 /��W Z�� 7.2 �wE1H j To: Whom It May Concem, / �L 9 f k, From: Frank Schlegel, E911 Data Liaison, Engineering Records Manage `��I OP' Date: March 26, 2008 Re: New Unit Number Assignment for Trade Winds Condomiiuuin, Map 226 Pcl 140 Aka., # 760 &#780 Craigvillc Beach Road, Centerville The COMM Fire Department requested that this office re-unit number the individual units for this new construction because certain units were more accessible from a different location other than what was identified on the site plans. The original building numbers of#760 & # 780 are acceptable and will be retained as part of the numbering scheme. Please be advised that the original unit letter/number assignments for the Trade Winds Condominitums has been changed to provide a more effective means in locating the individual units on the property site. The following is the list of the site plan unit numbers, old unit numbers, and the new unit numbers that have been approved after a site visit was performed, to insure the new unit numbers were acceptable to the,COMM Fire Department: Map/Parcel Plan Unit#Is Old Unit#"s New Unit#Is 3 Q 226-140-OOH A8 780-A 780 A-l' 226-140-OOG A7 780-B 780 A-2- 226-140-OOF A6 780-C 780 A-3 ✓ 226-140-OOE A5 780-D 780 A-4 ./ 226-140-OOD A4 780-E 780 A-5 226-140-OOC A3 780-P 780 A-6 ✓j 226-140-0013 A2 780-Q 780 A-7 226-140-OOA Al 780-R 780 E-1 226-140-001 B9 780-E 780 B-1 226-140-00J B10 780-F 780 B-2 226-140-OOK B11 780-G 780 B-3 226-140-OOL B12 780-N 780 B-4 226-140-00N' C14 780-1-1 780 C-1 226-140-000 C15 780-1 780 C-2 226-140-OOP C16 780-Y 780 C-3 1 i nr 11 2008 12 06PM No • 6340 P• 3 Map/Parcel Plan Unit#'s Old Unit#"s New Unit#'s 226-140-OOQ D17 780=K 780 D-1 226-140-OOR D18 780-L 780 D-2 226-140-OOS D19 780-M 780 D-3 226-140-OOT E-20 760-A 760-A 226-140-OOU E-21 760-B 760-B ;226-l40-00V E-22 760-C 760-C To meet the minimum requirements for number posting, the prime address of#760 for building"E" needs to be posted on the building only once and the unit letter/number needs to be posted at each door entrance to properly identify each unit.. The prime address of#780 for buildings "A,B,C &D"needs to be posted at the ends of buildings "A &D" facing the driveway entrance into the parking courtyard. The individual unit letter/number needs to be posted at each door entrance to properly identify each unit. Mr. Martin MacNeely from the COMM Fire Department or I will be available to provide assistance with the exact sic, color and location of the prime address numbers and the individual unit letters/numbers. Because a review of the site revealed more suitable access to various units within this J complex compared to what was identified on the provided site plans, these newly approved unit letters/numbers should provide easier identification of the individual units within such a complex area.. Please feel free to contact me if you require assistance with tbi.s notice. 2 rP r, 11 . 2008 12: 06PM No . 6340 P 4 RoadEngineering Page 1 of 1 r �1°" e'r:..: :�.•11Lyi ZF.tir Sc .t'Car t.• •• ------ I - .. ;';r-Ai.?r 5':;',k.ciL.?__ •� ' •'P'iF>:a(tf'L:3::?ir c; ... .. ;tl?tl�lr. �_ i -+. .:drivry _ _ 1. ::'.• ...�.,f::.:n.,.,-.E..q-::-i.(�1�'flf� � '• ' ' 1tfi�:':. r':•-;,. r"p -r'"I`.rn._...= =-3?i:iEi:9ii::'ii:.: ..rr __z..hl.r7- rJ -K.._2I Eis rSiE::C:.:F:::. _ f" t•'•::daA . !'n.l . r / f Q 4 1„ —_ - ta'h• ..i � J'' � �.:' :'C!;;.=:i:r.r!r_xs-r:,.:_I.e:,,,. ._....... ...,:n•�IIFtIC4 .,___:...,,:e-u: .,,,,;..,....,..•;..::r:...... ...,uti,?'s•J_`i:..'....�'..•...rst.. .,;v.::,1*�dn` i-oggeu in As: Friday,April 11 2003 Frank Schlegel Road System Application Center Road System Reports rokid System Search Options Search By New Parcels by New Parcel Map Block Lot. Next> Page 1 of 1 Add Record Parcel Location Village 22614000A 780-E-1 CRAIGVILLE BEACH ROAD --- UNIT-Al CENTERVILLE 226140008 780-A-7 CRAIGVILLE BEACH ROAD — UNIT-A2 CENTERVILLE 22614000C 780-A-6 CRAIGVILLE BEACH ROAD--- UNIT-A3 CENTERVILLE 22614000D 780-A-5 CRAIGVILLE BEACH ROAD--UNIT-A4 CENTERVILLE 22614000E 780-A-4 CRAIGVILLE BEACH ROAD —UNIT-A5 CENTERVILLE 22614000E 780-A-3 CRAIGVILLE BEACH ROAD ---UNIT-A6 CENTERVILLE 22614000E 780-A-2 CRAIGVILLE BEACH ROAD ---UNIT-A7 CENTERVILLE 22614000H 780-A-1 CRAIGVILLE BEACH ROAD- UNIT-A8 CENTERVILLE 226140001 780-B-1 CRAIGVILLE BEACH ROAD---UNIT-139 CENTERVILLE 22614000J 780-B-2 CRAIGVILLE BEACH ROAD --- UNIT-B10 CENTERVILLE 22614000K 780-B-3 CRAIGVILLE BEACH ROAD-- UNIT-1311 CENTERVILLE 22614000L 780-8-4 CRAIGVILLE BEACH ROAD---UNIT-612 CENTERVILLE 22614000N 780-C-1 CRAIGVILLE BEACH ROAD--- UNIT-C14 CENTERVILLE 226140000 780-C-2 CRAIGVILLE BEACKROAD--UNIT-C15 CENTERVILLE 22614000P 780-C-3 CRAIGVILLE BEACH ROAD -- UNIT-C16 CENTERVILLE 22614000Q 780-D-1 CRAIGVILLE BEACH ROAD --- UNIT-D17 CENTERVILLE 22614000R 780-D-2 CRAIGVILLE BEACH ROAD ---UNIT-D18 CENTERVILLE 22614000S 780-D-3 CRAIGVILLE BEACH ROAD --- UNIT-D19 CENTERVILLE 22614000T 760-A CRAIGVILLE BEACH ROAD--UNIT-E20 CENTERVILLE 22614000U 760-B CRAIGVILLE BEACH ROAD --- UNIT-E21 CENTERVILLE 22614000V 760-C CRAIGVILLE BEACH ROAD-- UNIT-E22 CENTERVILLE I- Y ' BY VR�FLAL:WNG i HENORiCX50V i .. rYrRANO SGYENnSIJ - - i LOCA 17ON BY 07HL7LS 5E£ND£S I GENERAL NOTES: ` F20 IJ LOCUS IS COMPRISED OF- ASSESSOR'S MAP 226 PARCEL 140/001 'J C '•�•` p LOT 1-LAND COURT PLAN 8993-8 ' - • •• •aC' CERTIFICATE OF TITLE No.182758 iLAKE ELIZABETH ' +�\'� p OWNER'TRADE WNDS RESIOENCES LLC � �� .��+ �� `:. •••YYY pl3R.. c/o SAINT T LSH,MANAGER 94 I D9a'a IN w 7/,l/HP Y d' \� \`, PENOEROS KFRAND FGCWrvG BOSTON,TMASS C USETTSOLPH T 02116 Okll JES UX•�` BY USA HENDRLCK5W 4 J 2.) PLAN REFERENCE$•�• dy4. `.` ('AERANO SO£Nnsr)• J EMX I '�.` LOCAIXW BY O SYS CB HDELD ND I LOWS IS SHOWN AT LAND COURT PLAN 8997-A I 5LF NOTES t LOCHS IS SHOWN AS LOT 1 AT LAND COURT PLAN 8993-8 LOCHS IS SHOWN AS'LOTS A.S.C.D AND L C.PLAN d8993B-LOT 1- �%• �0 AT PLAN BOOK 402 PAGE 26 --- %• \ a•• \ •p \�` 3.) LOCUS IS SUBJECT TO- CB/DM FND RELOCATION OF CRAIGVILLE ROAD-02-05-1931- o DOCUMENT 5689-1 a AL 'L/ -\. '�• ) LEACH �° f• \4�n \\ 7��- '�/ 1, II BARNSTABLE CONSERVATION COMMISSION ORDER OF CONDITIONS •.\ �P' � J� el+`P 05-24-2005-DOCUMENT 10003359-1-DEP FILE N0.SE 3-4785 _' L="' m,B �. LP ` •� s \ L f0�, L ' EASEMENT/REGISTERED LAND-VERI20N NEW ENGIAND INC. ❑SHED p 1 12-14-2007-DOCUMENT 1079009-1 IP FND II i UNIT 1D'O J�O M1.O0 ' Rio N.0 S B/OH FNO t�+l NOTES: ac NIX^ 8v Tai /'tir COASTAL BANK 40AL -K TTl ti �v • (PE*az.nav) +y v� • ALL BUILDINGS SHOWN ARE UNDER CONSTRUCTION aye O N/Fjp0,1 x - • BUILDINGS D AND E REPRESENT FOUNDATION CONSTRUCTION c I.-xc.. E $ 6N5 '� ,1. ,o wAu catc a ,N0,N 00TE: L" LPN 15 • PAVEMENT BASE INSTALLED I' ' • ad G l� \ �? .i Y eauno�A gU01�T28 P ]WL yJ,, t' ry. \ \ ,�.�. <tro.l FlELO L RY`'• -c �� s DD y \ �A a P FLBa PHASE 2 ! • PARKING STRIPS ARE SCALED FROM EXISTING SITE PLAN , B/DH FND )� \ / o`� n• i f l PROJECT INFORMATION DETAILED BELOW AND SHOWN ON THIS PLAN WAS OBTAINED FROM ELECTRONIC FILES SUPPLIED TO BAXTER NYE ENGINEERING f, 311E !! l l y •4I yA� °\\1\\ , ��e�yZ 0 1 &SURVEYING BY CLIENT. 94, a - WE D P 0.10 i D r O \ I ¢ me P I • THIS ELECTRONIC INFORMATION IS DETAILED ON A FIVE SHEET PLAN SET _ Br usA NEA9R/LYSLW I 4%r \ s X_.J _ f 1I ENTITLED: -PROPOSED CONSTRUCTION SITE PLAN FOR THE RESIDENCES AT l� i - [wE7uND sciavnsrJ I I �" 1D•DIA,o + - 1 ° TRADE WINDS,LOC.780 CRAIGALLE BEACH RD.,BARN STABLE, MA { (CENTERViLLE,CRAIG R. SHORT, P. E.. 235 GREAT WESTERN ROAD,P:0. LOCAnON 9Y OTHERS ) VENT PIP 1 i U/P 24/64A ) _ BOX 1044,SOUTH DENNIS, MASS., 02660... SCALE 1"= 30,'JOB NO. SEE NOTES I I ®� ____,,,M,dd �1 \ AD N`L'�6 ,1 0 fir'• 1`^��"-d M OAOLA UT 1-999. DATE(LAST REVISED)JULY 11.2006." -� • BAXTER NYE ENGINEERING&SURVEYING UTILIZED INFORMATION FROM THIS �9clNElR /�RiYE.4 IR��rARE \ P ; g ', �E BEAg3H AUNTY YO ELECTRONICALE TO PROVIDE J. K. SCANLAN COMPANY, INC. WTH J1W.-•'T E,�� \ PNOUT yIL _ 1 CONSTRUCTION LAYOUT'AND CERTIFIED BUILDING LOCATIONS AS NOTED i ) CRApTL1"p2�p5� HEREON. DETAIL OBTAINED FROM THIS ELECTRONIC FILE INCLUDES,BUT IS -- _.. V �;• `•- '1-.d•�."26L H..'1'. � � I � ,: d! -., \ R,ABLE NOTE:n°F LDCAnaNs snDvrti ixTH � NOT LIMITED T0: PROJECLP.ERIMESEB•_ZONfNG LINE,REFERENCE DATUM, _ ALP j7®Id AU1P�'••' '') t° �i2lBU) - .tY Pt^� VA A OAS'I1 0 LINE WERE NOT LOCATED IN ME � '- _ � .•ct"-" V u'it IT 111 FIELD AND MAY vasr FROM LDcnnoN SHOWN. (1 STRUCTURES AT SITE, WETLAND LOCATION,WETLAND;LOCAnONS OF RED J• •,'• Z' d�M I $• - PIPES SrgWN WITH SOLD UNE WERE LOCATED LILLY CREEK,LOCATION OF LAKE ELIZABETH AND OTHER INFORMATION. DA IM BENCHMARK INFORMATION FROM C.R.SHORT ' �i'I,� B •E""- ) 11 JGp PLAN SET(SEE NOTES) • THIS PLAN DOES NOT REPRESENT A PROJECT PERIMETER SURVEY. FIELD AL ALCB/OH FND LOCATIONS OF MONUMENTS SHOWN ON THIS PLAN ARE THE RESULT OF AN BENCHMARK:HYDRANT TAG BOLT 407 g`1 r ELEVATION=13.72 NOVO ON-GROUND SURVEY BY THIS FIRM WITH RECORD INFORMATION COMPILED WETERS I � AD FROM THE BARNSTABLE COUNTY REGISTRY OF DEEDS AND PROPERTY LINE ? .% EDGE OT gY OTA ) 5v"' y OfRD USED AS PROJECT DATUM DATA CONTAINED IN REFERENCE ELECTRONIC FILES. CUL l/ERI._ Locp�sEc °�sT / 8t4 o EDGE i CB/DH FND JJJ - -1 / HELD PARCEL AREA • CERTIFIED FOUNDATION LOCATIONS AS NOTED - / Total Area 137 t A81 At t - (' • 8-R ( ) fl • SITE FEATURES SHOWN HEREON ARE A RESULT OF AN ON THE GROUND f pT' •:a ' Wetland Areo 67,Ii01 SR 1.32 AQ3 - ( ) SURVEY Y I 0 pE R B THIS FIRM ON APRIL 23, 2008 AND APRIL 25 0 - - g 2 08. WORK IN Upland � 9 ti38 SF.t 4,48 AC.f d 1 Area a PROGRESS A pV a ( � _ T SITE. _ / Z 0 \ /+f 1p4G0 n w o LEGEND IT The Residences at Twade Winds".' EDP EDGE OF PAVEMENT - �1 78&Craigville Beach Load QI 1 \' ••n' [ SILT FENCE/HAYBALES , Centerville,MA.,02632' 1{r = _ - ELECTRIC METER - I�{j GAS METER PREPARED FOR g - - ' _ O 'GAS sxuT OFF A&Scanlan Compaq, Inc. ( / 15 Research Road WATER GATE .. .. Q The Intent HYDRANT of this plan is to show location of existing East Fal mouth, outh,MA®2538 444® BASH Z CATCH drainage structures,septic systems and septic TITLE Ih tanks at this site, 'These delineations and msEY ER MANHOLE accompanying Invert table were prepared by C.R. As Built ELECTRIC MANHOLE Short,P.E. Please note:(1)pipe locations shown tv 3 z Q ( [��1r — r200 SF DRAIN MANHOLE with a dashed line were not located in the field and W W t S.AS AREA) I ® MISC MANHOLE may vary from location shown. Pipes shown with BAXTER NYE ENGINEERING&SI7RVEYING x o / solid line were located.-' e W � _ , o BOLLARD a ed.'(2)Drainage system at Registered Professional Engineers and Land Surveyors - m �J o R = South side Building E is show at ro osed location. _ TELEPHONE RISER _ p p _ 78 North Street 3rd Floor,Hyannis,MA 02601 TRANSFORMER See Baxter Nye Engineering&Surveying plan PGone-(508)771-7502 Fax-(508)771-7622 BENO/MARM TAO Bar 407 ELEIX 1872 - ELECTRIC BOX dated:May 16,2008 entitled:"As Built Plan as of: ' = PNE/NVFRT AT FOUNDAR6V BUILO/NG A UN/ram ELEY./869 ® CABLE ry BOX ` April 25,20D8,t with additional site detail by Baxter 40 D 4D 8D P/PE MYFRT AT FOUNDARON BWLD!NG B UMT j9 ELEY.2aJJ : 'Nye Engineering&Surveying. P/PE/,or AT FOU//DA nLW BU/yO/NC C UN/7//6 ELEV.19.JJ',£IEYADpJS Of SEPnC SYSnII BY � LIGHT POLEAIGHT POLE BASE I SCALE IN FEET ' P/PE/NVERT AT FWNOAAON BU/[O/NC O UMT 7 ELEY.188J LAIC R.SNORT,P.� UTILITY POLE t +, P/PE/NIERT SLPRC ANyr%INL�T LZ£1!7818 L SCALE: 1"= 40 P/PE WIERT SEP17C TANK�1 CH All AL/NIET ELF✓.1865 t - ® GARAGE UNIT NUMBER -!i_ DATE:OS-01-08 P/PE WYERT SEPTIC TANK/1 R£LYRCULA7£1NLEJ EYEY.7865 P/PF/NYE4T SEPnC TANK REV d/ T EZE7!17.89 _ P/P , B DF DATE: REMARKS /NVYEP ' -1jt '' SYSIFN B• I o�� 6HORr_ '�^ ' L -• ' QTe'� CATG/BAS]N ELEY,J1'92 CML NIAZ7483 PIPE/NVERT SEPBC TANK jJ/N T ary 1209 I! _ PP£/N T SEPBC T K J OU ELEY 11.0 90e 9`Z' _ )(1 I DRAWLYD NUMBER P/PE/NYFRT PUMP CHAMBER ewer £LEv.JLSJ et ��� ((l; 0: 2007 2007-023\SU WORKSHEET 2007-023-ec-sconlan s TOM OF sA.s jl(APPROVEOI arv,-1500) ELEY,1507 5/OB.• RV BOT 1 2007-023:1 Borrow OF SAS/2 ELEY,17.J6 .. 1 BY[S;N„EN%�pYS�dti j .. ry2'/LAnro scrENnsrJ - _ LOG SEW By 07NEns GENERAL.;NOTES / - SEE NOTES 1.) I OCUS I�COMPRISEn OF- C+2• "L '' . - IIE�� ,, ASSESSOR'S MAP 226 PARCEL 140/001 • I <� ''� LOT 1^LAND COURT PLAN 8993-B I /� ry� �T.A CERTIFICATE OF RILE No.182758 LAKE LL/ZAB.- ? /�� ''\ OWNER:'TRADE WWDS RESIDENCES,LLC now 2W B t) !• � � '•�.` 'P 14/5 /o JAMES WALSH,MANAGER FUMNAWAWAIMI 9TM9�7/{/SF / _ _—.•S' �\ - � PEt4DERr'SST JR•. NERANO TZACO/NC BOSTON94 ?MASSALCHUSETTS STREET02116 I ''/` +-� 4La I s,'\:` dOHN J•,1 UX., BY VV NrA'maYsom I ,1i E (BERANo sm fts J I 2.) PLAN REFER_FNCFS� [B/DE D D LOCUS IS SHOWN AT LAND COURT PLAN 8993-A EMH •�` (OCASEF of DINERS LOCUS IS SHOWN AS LOT I AT LAND COURT PLAN 8993-8 S£f NO IFS •\�: I I LOCUS IS SHOWN AS'LOTS A.B.C.0 AND L C.PLAN,8993E-LOT I- '/ L AIL AT PLAN BOOK 402 PAGE 26 -0 I 1) LOCUS IS SUBJECT TO: �; p7sitie.tcr 6q 4 T RE OCATION OF CRAICVR E ROAD-02-05-1931-DOCUMENT 5489-1 ALL Alk AIL '\;\`` /a• ) LEACH Q�' 05-24-205C0 DOCUMENT 10003359-1 ORDER 0EP FILECNO.p1Ea354385 SWAIN ® Ply' / - � {.I J7]IL " , iy�Y ,4�`d ?P h fp� J1fIL• 'I.' EASE MENT/REGISTEREO LAND-VERIZON NET!ENGLAND INC. t UNIT,01 '•• — ~ t \\ 9R p, SHED ,. 12-14-2007-DOCUMENT 1079009-1 1 2 `• ;',l�:P .a' • `•` _ \ FSffNo yOTI� AL IP fND O- 4 NOTES: - UNIT I G't� 4.OO Oyr p�� ` �SJ�fR9 B/OH FND m D 1 I NOTES j _ 11 I ?�J� ry¢ �SmvaTld- Y'2200 COASTAL BANK toAL -O TTT (PEN ELEYAnw) .W N/F v�D .I ALL BUILDINGS SHOWN ARE UNDER CONSTRUCTION 4,r \ o L4%r •� K q'n� t,1VU n G • BUILDINGS D AND E REPRESENT FOUNDATION CONSTRUCTION 11 / • 2Y I \m \ •�� ® P mvcrwe BVtIpt�Nox ape p p1,PN tSENSj PO Dm • PAVEMENT BASE INSTALLED . `A%i P7 \ \ ; wa �. LrroJ FtELO LORY 5.20D PARKING ��� S yr \ \ / D Qih FE80.PNpSE 2 • STRIPS ARE SCALED FROM EXISTING SITE PLAN e/DH FND PROJECT INFORMATION DETAILED BELOW AND SHOWN ON THIS PLAN WAS a' \ T1m' OBTAINED FROM ELECTRONIC FILES SUPPLIED TO BAXTER NYE ENGINEERIN AL G III / * 4,L T\ 5c / � / -((®1 r� \ \ .. � �`+,t.P �P'4' ., .I &,SURVEYING BY CLIENT. , Ij wErzaND aAcaNc \ 1 I TIi15 ELECTRONIC INFORMATION IS DETAILED ON A FIVE SHEET PLAN SET �?BY USA NENOR/CKSGW aVk I 'bf \ s H 11 ENTITLED: "PROPOSED CONSTRUCTION SITE PLAN FOR THE,RESIDENCES AT 11 i (uErzAND sc Bvnsr) I I o'OIA, p TRADE WINDS,LOC. 780 CRAIGVILLE BEACH RD...BARNSTABLE,MA li I U/P 24/64A ( (CENTERNLLE), CRAIG R. SHORT,P. E., 235 GREAT WESTERN ROAD,P.0. LOCATION 3Y OnIERS I VENT PIP / sEENOrts I BOX 1044.SOUTH DENNIS,MASS.,02660...SCALE V = 30,'JOB NO. y1 ®p5 �0A.�� �c! I\ ' AD N'r' aA t a „� ' - , DATE(LAST REV15 ULY 11.2006. ��,�,�,.r 1 999 TE(LA ED)J T�,RLN, 20o AVPdRFBONT ARF \ �p f g 7�t'r d (,H ROFTYDLAyOUT • BAXTER NYE ENGINEERING&SURVEYING UTILIZED INFORMATION FROM THIS .I•WEIR PRONT4REA�� t• ANO t / BEA 1 DOUN ]WL LE 197 ELECTRONIC FILE TO PROVIDE J. K.SCANLAN COMPANY, INC. WITH V I 1 d o AIGVI� p2-05. CONSTRUCTION LAYOUT'AND CERTIFIED BUILDING LOCATIONS AS NOTED • 1, p \ GR xrypTH" - HEREON. DETAIL OBTAINED FROM THIS ELECTRONIC FILE INCLUDES,BUT IS ,-..._.ff••.,�zyy B.: AL A4, I s„£,G, R,4gI.E NOTE:%•��F LOCAnONs sHowN vntN .-- NOT LIMITED TO: PROJECL3ERIMESEB,"ZQNING,LINE,REFERENCE DATUM, rl ALP—IV FM MAP AL ..) !N (42�8 1 � VExT P1^� ✓A A OASN:O UNE WERE NOT LOCATED IN THE : _ A •,•-'• F••;,:'�i T�."•_. ':':__^/•.^ =:.:1x.-.-:.. T e. ' �� NT PIP ` FIELD ANl MAY VARY FRON LOCATION SHOWN, * ••_• q Z • � 1 $' - PIPES BrgwN Ynni sou0 UNE WERE LocatEo STRUCTURES AT SITE, WETLAND LOCATION,WETLAND LOCATIONS OF RED ' W fit A4?M 7 1 80 pd LILLY CREEK,LOCATION OF LAKE ELIZABETH AND OTHER INFORMATION. `V y Be F.E I / BENCHMARK INFORMATION FROM C.R.SHORT Ile ll l� JAIL. AL I J W PLAN ET(SEE NOTES) THIS PLAN DOES NOT REPRESENT A PROJECT PERIMETER SURVEY. FIELD ,1. CB/DH FND ' LOCATIONS OF MONUMENTS SHOWN ON THIS PLAN ARE THE RESULT OF AN JYIL BENCHMARK:HYDRANT TAG BOLT 40J I,'rl D I 1` - ELEVATION=te.72 NcvO - ON GROUND SURVEY BY THIS FIRM WITH RECORD INFORMATION COMPILED oFHtt�HER5 DPD FROM-E BARNSTABLE COUNTY REGISTRY OF DEEDS AND PROPERTY UNE Y O ) t'l� q a R USED AS PROJECT DATUM DATA CONTAINED IN REFERENCE ELECTRONIC FILES. CUL VERT._ L�A(SEE µO S O EDGE .. - CB/DH FNO HELD PARCEL. AREA • CERTIFIED FOUNDATION LOCATIONS AS NOTED / F Total Area a 253,137 SF.*($.81 AC:t) I • SITE FEATURES SHOWN HEREON ARE A RESULT OF AN ON THE GROUND W"Qa1d Amu-57.501 SF.4 1.32 AC.*) 401, 'i Upland Ana 105,630 S.F.t 4AQ AG 3 SURVEY BY THIS FIRM ON APRIL 23, 2008 AND APRIL 25. 2008. WORK IN N ( ) _ PROGRESS AT SITE. - 1 F' i LEGEND "The Residences at TPade Winds"' `•' ram` u m a: - _ - EOP EOGE OF PAVEMENT - I ' o _ < / c 78t0 Craigville Beach Road SILT FENCEMAYBALES EUTR ® GA9 METER CePREPAntervi 63 lie,MA.,022 i J.K.Scanlan Company,Inc. N�fM�' $ - + _ QO 'GAS SHUT OFF - -WATER GATE ■5 Research Road _'. . C) / / HYDRANT The intent of this plan is to show location of existing East Falmouth,MA 02536•4440 taro agsN drainage structures,septic systems and septic RtF g / /; tanks at this site. These delineations and 4t o SEWER MANHOLE �0 accompanying Invert table were prepared by C.R. AS Built ELECTRIC MANHOLE Short,P.E. Please note:(1)pipe locations shown _ ti 1E $e / RESe"r 7200 sF +' �: DRAIN MANHOLE with a dashed line were not located in the field and BAXTER NYE ENGINEERING&SURVEYING W o * ��```AS AREA) + ® MISC MANHO E may vary from location shown. Pipes shown with LLI / 1 _ _ 0 BOw,RD solid line were located.:(2)Drainage system at Registered Professional Engineers and Land Surveyors Qa `� I - ® TELEPHONE RISER South side Building E is show at proposed location. 78North Sawt-3rd Floor,Hyannis,MA 02601 J _ TRANSFORMER See Baxter Nye Engineering&Surveying plan Phone-(508)771-7502 Fax-(508)771-7622 BENCNMARX.•TAG BOLT 407 ETEV.111 2 - ELECTRIC BOX dated:May 16,2008 entitled:"As Built Plan as of: IB Itm CABLE TV BOX p I - A nl 25,2008;'with additional site detail by Baxter 40 0 40 80 P/P IN PERT AT FOUNDATION BU/LO/NC A 4N/T/8 ELF✓. 69 PIPE/NPFRT AT FOUNDATION BU/IOWG B UWT f9 ELEu.2a.zt .'Nye Engineering&Surveying.• P/PE INPENT AT FOUNDA Pw 8U/D/NC C UMT fl6 ELEY.79.JJ' LIGHT POLE GHT POLE BASE ' ( /U SCALE IN FEET P/PF/NYFRT AT FOUNOAnaN BU/GOING"UN/T 7 ELEY.IaBJ ��A7/0N5 OF SEPTIC sYS7FM BY I _ PPE/NVFRT SEPBC TAN fl/N T £LEK JdIB CRA/OR.SNORT,P.6 URUN POLE t ' PPE LVPERT sEP7JC TANK fl G//�F,M/CAL W[ET £Lrl!1B65 ' CID GARAGE UNIT NUMBER SCALE. 1"= 40' DATE: 05-01-08 PPE/NPFRT sBPno TAMK f/REORCULA7♦:'/MET E(EY,1865 R� PIPE/NPD7T 5EPno TANK lOU EZEY.17.B9 - ' Pro PFR sEP c K / .7 y �Stx of .. , DATE: REMARKS �� CRNB 't SY57FN - 4: • C47Ui BAJLT £LEY.7'92 •4 CML � ' 0 PIPE/NVERT SEPRC TANK fJ/N T I _ - E NPER SEPTIC T K J OU EZEV,12.02 99•RFC }}1 I DRAWING NUMBER P/E INVFAT PUMP CTIAMBEAVMNLET EZE✓,71.53 Itl 0: 2007 2007-023 SURV WORKSHEET 2007-023-ec-scOnlan BOTTOM a' SAS fl(APPROwDt EZEY=!Baal ELE1!7B07 s/ae i 80now a-SA&A2 ELEY,17.J6 - ` 2007-023:1 t _ t j 0 I E, n WLF17. �. LAW L A KE ELVZA BE TH F1 nWLF18 B FLOOD ZONE B ,: �''� WLF1 s �, (wE PER FEMA, FIRM, MSP ,,f250001 / WLF15 0008D DATE 7%2/92: :/ WLFA4� PLAN B n�_, � `� WLF20 07 PG 26 - �'� WLF12 n ---- j•'� G�Px /. / � \ I'll � \. n Q \ � I15 �%- _.._• ` EXISTING ,: �WLF7 - / , I'. `• :\\ GAZEBO �� P pR Of,'SEO it '�• '�, , � _ � ® .; - - - PRIVET HEDGES TO BE _ REMOVED AND REPLANTED \ n (SEE PLANTING PLAN -t i t \WLF1 - I`i S Q• RED A T I; ,/ ••WL TO 127 WLF125 \ ✓. �+ i il, ' 1 • X II ;` LAKE I i li ELIZABETH V�., / •' _ 17.58-10.43 I� �I •.\ SLOPE— 50' X 1009' = 14.3q <189' x i ' '• STAKED. 5TRAWBALE AND FIL TER FABRIC i • •SIL TRA TION BARB/ER AND CONSTRUCT/ON`_ J d WORK LIMIT. .OE AFTER REMOVAL ilk ., 30� STgUCTURES & PA VEMENT� r Barnstable, LAKE ELIZABETh / OWNERS OF RECORD Town Barnstable Assessor's Map 226,Parcel 140-1 MA i "Proposed Construction,Planting,&Landscape Plan" / \ Prepared by Craig R.Short P.E.for The Residences at Trade Winds, LOCUS Revised July 19,2007 SEE DETAIL 1ore < _ • \ {e� /� — — � � � • /\op,0`' Zoae S 890 E (9 I°) HIGH TIDE LEGEND KEY MAP ( \ / MW MONITOR WELL G e °d \. / Structure Venting System R15er M W-3 Area of Contaminated Soil Removal PLAN 1 5'�x 1 5' x 3' (D)] 0 100 200 300 SCALE I "= 100' / MW-I Projected Solute Transport Pathway MA 2 j I 0 v oO 0�ei orb o{Pajeme�� ,Project: RTN#4-20861 edge � O P TRADEWINDS CONDOMINIUMS, INC. Jim Walsh,Owner 94 Saint Botolph Street,Boston,MA 02116 Title: IMMEDIATE RESPONSE ACTION PLAN Former Tradew� ind Motel\ 1� 780 Craigville Beacheach Road, Hyannis,MA G� BENNETT & O'REILLY, INC. DETAIL ENGINEERING,ENVIRONMENTAL,&SURVEYING SERVICES 0 30 60 90 1573 MAIN STREET,P.O.BOX 1667 BREWSTER,MA 02361 PHONE:(508)896-6630 FAX:(508)896-4687 SCALE 1 "=30' DATE SCALE BY CHECK JOB NUMBER DRAWING:...\2005Drawing5\A ENVIRONMENTAL\Traciewinci54798\IRA.dwg 12/24/07 As Noted TW/f DCB B007-4798 Barnstable, LAKE E L I ZAB ET H '\ OWNERS OF RECORD MA / \ \ Town Barnstable Assessor's Map 226,Parcel 140-1 i / "Proposed Construction,Planting,&Landscape Plan" LOCUS / \ Prepared by Craig R.Short P.E.for The Residences at Trade Winds, Revised July 19,2007 5EE DETAIL 1.t KEY MAP r \ ao N 880E (880) LOW TIDE I/1;6/08 LEGEND S 890 E (9 1°) HIGH TIDE 1 1/29/07 ( A MW MONITOR WELL N 890 E (890) EBB TIDE 2/4/08 �20 P � �agei wetland W-3 0 PLANProjected Solute Transport Pathway 0 100 200 300 t ' SCALE►I"= 1 00' ne ' M do — i Structure Venting System Riser MQW-2 q/ ado Area of Contaminated Soil Removal [— I 5' x 1 5' x 3' (D)] AREA OF CLA55 A-2 RTN#4-20861 RESPONSE ACTION OUTCOME/ DEFINED SITE (-"G5' x 42') Pave`ne nt Project: Edge TRADEWINDS CONDOMINIUMS, LLC. NO Jim Walsh,Owner 94 Saint Botolph Street,Boston,MA 02116 G G� �O ItMle:MEDIATE RESPONSE ACTION COMPLETION WITH CLASS A-2 RESPONSE ACTION OUTCOME \� 1� Former Tradewinds Motel \I 780 Craigville Beach Road,Hyannis,MA G BENNETT ENVIRONMENTAL DETAIL ASSOCIATES, INC. LICENSED SITE PROFESSIONALS,ENVIRONMENTAL SCIENTISTS O 30 60 90 GEOLOGIST,SANITARIANS 1573 MAIN STREET,P.O.BOX 1743,BREWSTER,MA 02361 PHONE:(508)896-1706 ww.bennett-eaxom FAX:(508)896-5109 SCALE 1"=30' DATE SCALE BY CHECK I JOB NUMBER DRAWING:...\2005Drawing5\A ENVIRONMENTAL\Traciewind54798\IRA.2-27-05.ciw,3 2/27/08 As Noted THE/f DCB B007-4798 7 _ '' \ 't -RESOURCE PRO TEC T7ON REQUIRED PROPOSED ovERLA Y DisrRicr p ZONE DISTRICT RC RB ,:/ n WL9117 \`\ (AKA RPOD) / SIGN,' FIRE LANE / 6 , t LOT AREA FOR BOTH 43,560 SF 43,560 SF 195,622 UPLAND NO PARKING ,y' i� •�: WETLAND FLAGGING FOR AP OVERLAY 87,120 SF N/A LAKE ELIZABETH ,,i•', _ ` S 1 `� AKF18� '�. BY LISA HENDRICKSON FRONTAGE 20 20 >100 , • WLF19 (WETLAND SCIENTIST) FRONTAGE WIDTH 100' 100' >100' FLOOD ZONE B '� \� ' PER FEMA FIRM MSP 250001 WLF15 7.48 20 50 MIN. ,,/ i \ END OF COASTAL BANK FRONT SETBACK 20 # � REAR SETBA CK 10' 10' 28.4' 0008D DATE 7/2/92 ,;!• �V�F � I`oG 1.1 5 '�, SIDE SETBACK 10' 10' 21' '�' �` / 12.8 20 � BUILDING AREA 25,893 SF PLAIN B 00/K �O i'� PG 26 ,.:�� � Td 1 _ / �2� 1 \ AND EXISTING AREA TO BE T TO BE VEGE A TED.MOVED X BUILDING COVERAGE LESS T/VAN 2OX 20Z 13.249' - /� � IMPERVIOUS AREA % 1 2 �P 1 WLF21 d % SITE COVERAGE � � .�y' 10 / • I � 7.93 \• RETAIN WALL & FENCE BUILDING HEIGHT 30 30 O- _ - x 13.6 I I �`. (OR GUARD RAIL) ,�•' �0 �� � ' r • - 5 1 I .88 i • ' \ STAKED STRA WBALE AND PARKING REQUIREMENTS: p FILTER FABRIC SIL IRA TION FRONT YARD SETBACK 20' 10' EXISTING x /( 44 ° \ \ '\�, BARRIER AND . / 12 •r \ \ \ \ tv REAR SETBACK 10' __ PA VEMENT TO :��n 1 / O 8 \ �� 7.6�j 6.00 CONSTRUCTION WORK LIMIT. . � \ \ \ \; �. WOTr'K LIMIT FOR O v �y SIDE SETBACK 10' ,�i �:� \ BE REMOVED 1 �-/ / \--,', \ I`WLF22 \\ '\.\ � � ;%' /' VEGETATION. :P (I•E AFTER REMOVAL OF x 11 .43 SPACE SIZE 9 x20 EXCEPT AT BLDG \. ,'( ) j' AND AREA TO O STRUCTURES & PA VEMENT i , HAND/CAP SIZE 8' WIDE BE VEGETATED. ,,;'i'n` ' 2 / / �' / H� 1 \ \ I F23\ - `� \�` .;/ SILT O ) 11 .84 J W/4' WALK ,!/ \'�� .i'/ i/ i/ 1 O Tl S CQ 15.00 _ ;�� 12 � j 0.4 A WLF25\ : ` I .�;.� FENCE x WLF 4 \ \ U MINIMUM REQUIRED.• E XIS BE O" \ \\ F 4 2 3 _ 7.8 21 DWELLING UNITS 21x1.5 = 32 1. •. GAZEBO / i \ • ED i Q \• \ 1 'r� EXISITNG SHEDS-�, \ \ • '�. / NCE i ao 2y 8.3 3 TO BE REMOVE WS/TORS A T 1 PER 10 SPACES 32-10 = 4 I ;/ / ® L ? TOTAL REQUIREMENT 36 ,; g / l S,M B Y HAND \ \ 'w •n n r .' _ 19 �� \3 /// �•r ttc� 1ti\ \`1 `� sw �, /WLF33 \ \ 1 �, 3 ,1 // ". \ \ ,* 7.2 3 sH£ �A 8.50 / \ 90 PROPOSED GARAGE SPACES 21 �. F � ,�. 3 212.4 � \ \ I 1 1 2 14. 37 \ A WLF27 _ , / \ \ EXTERIOR PARKING STANDARD 11 �\ / 6t� - _ �\ , r'I'/ET HEDGES TO B I / 'i; 0 '� 8.28 ) x\ i'1 \• .38 t 4 1 / Q • 7.51 WLF30 / EXTERIOR HAND/CAP SPACES 4 `' i `� I I I / � � � .0` n EXTERIOR OPTIONAL SPACES EXTRA 16 `. 1 1 ° // \ \Q� '\� �WLF28 \WLF 9 8 .Q� WLF32 TOTAL PARKING SPACES PROPOSED ) �� 5.81 `• RC.1,1OVED AND REPLAN/ED I P 5� 0 n - 6 � -10-0 9 / \ •� \ n i -,',(SEE PLANTING PLAN) I ,� � 8O � �` �0� x 1 .� / .84 � .r �� 2 (NOTE.• 21 x 2.5 = 52.5 SPACES) •, `�• 8.10 I 1 I O , _ ;_._ 85 \ LF11 I n 3. 30 x D STER, EXISJNG •r ��. \ • / - BUILDINGS TO,�BE / / I 2-❑ Q .' 13 2 1 7 0 �\ 4 REMO VED AND �'l G o / i EX/STING USE PARKING REQUIRED 1 r �\ I \ Q- 11 c F ` x 1 / BEDROOMS 40 x 1.2 = 48 ;<I 5.7 5 `,i \ I \ 1 I 1- '� \ \ `� AREA TO�4E BUI,.'.G'ING c 0 7� 125 REST SEA TS 125=3 = 42 �, W 1 - x10.115 I a '>o .` \ \, � � • �; \ RE- VE END uc Y PcwO 10 EMPLOYEES 10'2 = 5 �; �� i __.�. _._ _ 10Y37 ) I TlO w �P Z0 711.49TOTAL PARKING • ,' 20.5 TOTAL PARKING EXIST. 95 •I �• 7.29 "' 8 6 \ \\ I 6. j x g\ ' \ x , ,. \ \ \ ,WOO __ J x 10. LAKE \ \FROP S ° ^ �^, 200 EXISTING \ x r, / 1 I, ,/ WLF125 \ \ �" .� ' ••� ICA TCH ® '� 4 h� `' �/L zF \ .Ia / Cl- 1 �. � Q BY CURRENT USE ii �' 8.58 \ \O T 's \ O • '� �� i o 1 EXISTING SPACES 86 ELIZABETH ,/ i I '\WLF128� x 1 I IBAS/N/ o \ \ / 14.8 1 3.. 0 O I r LANDSCAPING: . 5.68 �• '•� `. I I x\ \ 1 x f 62\ \ 61 � \\ � � ` �.� \ � �, � \ 10. � u � 17.58=10.43 IVLF129 ,�'6.69 \ � I � . \x` •��• \ if �1., � MINIMUM REQUIRED 2 MIN CALIPER TREES 1 ,I SLOPE= X 1409' �- 14.390 �1870 ,8.51 N 6 \ 2 � x �� 53 SPACES - 8 = 7 MIN. f I. •\ 50 / \ / 0.1 I I I I \ \ �.1� - 3. \ \ _-• I / / Q n .. I I I o \ A`� \ 19 �00 � 0� 122 17�0 20 , • STAKED STRA WBA E All. FIL TER FABRIC x I I e o \ o� O Cr"��: / ' �• SIL TRA TION BARRI R A�1't7 CONSTRUCTION 1 •1 I I I I \ • `� _ 18.8 9 •� WORK LIMIT. (l.E. lAFTER REMOVAL �y � �`1 � 19. 78 STRUCTURES & 6AVE-M.-Wr) LF13UL 6.7\1 / / / \ \ )�\ - - I \\ \ \ x1 � j ®`��� � � 'I -45 ' / x g1'7 44 ANO \ '�.60\ - - 1 W LE • I O t- ' I �o �\ 1 e _. `'': ,/ r'= Ep STR? IL ETATID ,. 1 �. _ � � . n � y x y� G TRA •� I \ k O 1 2. \ x tc x StAK FABR EVEG KEY �I� ;� \ � r WLF131 7.9 I I 1 \ x � ` � 7 � 1�1 G FILrERE FOR R s I I 1 \ 2 .52 11 a -9 �,� \ off' i 7 +�L x 1 ETA ARR R 1 1 1 I 11 1 \ � O n � ,�` Q � \ 144�0 - x 16.4 2 R WALL 13 LIMIT OF RED I, � I' I ' POOL \ •� m �. -�--�-r _ . : 600 GALLGW LEACH P/r WITH 4 OF.ST0NE WITH SOLID i R FOR-POOL F Ncf {` / 1 8. �Ox 0 ; 1 5. 80 , 2 . WA BUK,DINO�� LILY CREEK #, 17 II BACKWASH. POOL DISINFECTION SHAL4L B£BYIOZaAr �ti� %�N OR / I I : I I 1 P\ \ NE , • / - - - • •�' x 1 9 - �. AL7FRNA7E AS APPROVED BY THE GVSFRVq TIGW COn' ''� ORAiY x (1 3 o�c. ROE \ x - --x- Q ' I' DOWN WATER FROM THE POOL SHALL;l3[' 5El T TO Ti'c 1:• w/Nv^ BASIN. / 7.160 2. I x 1 6 31 ZOMO x - PI�RASSCE { WIDE �' IRS x 1 7`. 1 0 1 � �- - - - 1� '�C + - i uw FIBER i // : I ' n WL`F132 I \ \ \ R�AIANS '. . / :!',�[K / 1 9.? .1 I Lax `; WLF133 9.82 xl \ \ \ \ \ - I ^+6� o ® \ 4.65 DE 14 . 7�0 _ E R=30' O �` i0 a vm NUI I i c >00 R/1/E- 200 RI VERFRONI Al�?EA _; o \ 1 \ \ \ \ _x. 6 \ �.t�.3 x`° 9.1�0 I' a, :.•�• !� ( I RFRONT,qg�E I 1 W�N ._ :.- 19.1 c . E '1 R=30' ^I L E g ,:> •-'•r' #-0 CONDENUM 4 i UNrr r �: A-� : / 8.92 \ : \ 1\3.19 � 0� � \ � � �.i 8 _ 18 ? x 1 7. , 01`� \ / I L - ,,o v 4.4 5 WLF?3,1 0 \ \ .► , \ 19.4 I /�- i .3 3 .4 Gj V I L 0 a•�I i uNr :;�� I / 6 ���,,, , y \ 17. 0 �'4'. • _3 6 619. E ���I I / STOCKADE. "; '\ o --�=�1 <;! 1 � 436' ENCHM 0 x O LKwm :� �. FLOOD ZONE B / FENCE TC 3E>r `" " 1 I 'I PER FIRM MAP I REMOVED I 1 1 ! �' ' I R 30 TAG 60Lr 18,72 r x 0 x / . i > 1 1 li 20 0 R=30' 8.91 ELEVA.�GN, 250001 00080 / 1 ='` x o N NG VD) � DATED 712192 , I KF'136� II i 11 .80 GRANITE CURBING SEo / I �,.25 1 1 1 ,:.. 0E--;JAB 19.71 ALONG ALL PROPS WALK BY F.E.M.A. Ix '91021 1 19.80 OSS _ '� r• i r. ,, 1 1 i ENTRANCES CR 8.28 . 1 1 1 I, I I\17.94 x 1 .49 - - ENG�. ALL ROOF DRAINS l 0 BE j j4.65 n 6L69 3 , j n _..A 6 0 39 \� I I� 1 R 1 . ` 19 i EMA��Ess PIPED DIREC TL Y TO :; �,, : ,,- 6 '= \ 8.53 ! r � N 1 1 ,err+ GA�x DRAINAGE LEACH AREAS I/ /5.96 WLF142 T WLF140 \ 6.48 j I 1 1 17.�3 / /'pP� & LOOKB .,'••� / WLF144 `\�A19 \ A �.29WLF137 I I h /49 WL2 9 x I 2 x x 1/4/6 L EDGE G� CUL VER,:4, .57 8.71 y 3 52 x 1 4 ,�- • "'6.4 WLF145 9.6 2 / / 2 , xx x 30 SITE PLAN 30 x � 7.�/0��'7.55 �Si � � / // /� 3.63/ / 6.86 �17.78 \ WLF146 ' WORK L/M/T FOR- / / / SCALE 1 INCH = 30 FEET REVEGETA TION I i •/ x / /15.76 I I / f 8.6 0 / / �".52/ � oo 0 �: xx /� / / x \ 17.60-9.23 - - - - - - / 8.5 9 / / / / / � SLOPE= 68.5 X1009' =12.22 <189' 8. 11 � x � Q'EL 1 %> MATCH• MARK •AA 1 III 6 / �I x 8.30 / �� / x !/ LAND SUBJECT II � � � � �= I /. f 1 '%`11 .�2 � 9. 88•�� TO STORM WA TER II r - FLOWAGE U / I /• � / �• i / x �/ � o / I /• //x D O 7 5 fl //' /' .64 o 02 J '•�• x 10. 9 9 (l / I WOODED 8. 89 _9. 41 i 1 AREA x ll / / ELEV 11 - COASTAL BANK Q 1' \ 9. 7 5 ; / // (PER ELEVA 770N) ��+��� V WAD R-w -w -w - ill J O \ 10. 08 JO yam, .,/1 6 / WATER SHUT-OFF ' 55 >RE PROPOSED CONSTRUCTION I _ i ��. 6� 12.91 �,/ 0 �w�-:'' $Aa S�TM Mp�N SITE PLAN WATER VALVUE. .. . .. . . . . .... FOR GAS LINE-ens-cis-as- �) O i �4Y� OF ` � . . . j GAS METER ® Q a W ` / ' �; 3 �" /10 10.07 �" c ,cur , ;'; THE RESIDENCES AT TWE WINDS GAS VALVE. .. ...q$..... .... ....... . O O \ �\ , . �� 9. 2 7 x '�` 7 / I v civiL ELECTRIC LINE E -E \ / y/ 1 , . 15 x �,�Q z�,�� PGWD/ LOC. 780 CRAIGVILLE' BEACH RD. I ELECTRIC METER. . .. ... Q ••••• v Q / 12. 49 Q 1 --1 I , / -"- ' BARNSTABLE, MA 1 ELECTRIC BOX ® PROPOSED 1 0. 38 / 1 3 )2 __- i x 15 / \�,� <�/sTT��k �, ELECTRIC MANHOLE \ (� +y 60'x120' x / / \Fs5/`�;"``� .�` _�N19T_ CENTERVILLE CATCH BASIN. .... ...`®�.... .. .... . ;" //� / �i J CESSPOOL • • • •• • • •• Q \ TENNIS COURT �'1•i I� / REMOVE THE &PLANT LOW i �P LEACH PIT 0 \ ��. •� / 12 4i BUSHES FO /NE OF SITE �� �y CRAIG R. SHORT, P. E. CLEANOUT ... -.. -. • - .. .. - .. -..- . - l pR� 235 GREAT WESTERN ROAD EXISTING SPOT ELEVATION• •••x 0.0•- ' MA TCH MARK AA .. �• l / � v• off P. 0. BOX 1044 fox. EXISTING CONTOUR (0.0) 9 88 \ �• / Q 40 7 1 �� 508.398.8311 SOUTH DENNIS MASS. 02660 508.398.3063 FINAL SPOT ELEVATION- • ® .��,�' / � (� � 9� � s FINAL CONTOUR ; \ / 1 6 6 �• SITE PLAN _ DATE FLAGPOLE• •• •••• •• •• • \ 30 0 15 30 �� REV A UG�4 2004 SCALE � 0 HYDRANT. . .. .. .. . .. . .I&. .... . . .. .. . 7.5f x 4, ® `l�J �V 8�9�'QO J L�iY� REV. OCT. 7 ,2004_ 1 = 39 LIGHTPOST• •••• • • • • ••* •• • ••• . SCALE 1 INCH = 30 FEET S _ OCT, 20, ,2004. MANHOLE. .. . . ... . .. .... . O .... .. . O . 02 REV. NOV_ 3,_ ,2C04 JOB N0. OBS. WELL- • •- REV. DEC. 5, 2004 1-999 9. 41 �0 SEWER LINE-s -s - j ---- REV. SEWER MANHOLE QS �. •• •••• • / REV. MAY, 10,_2005 'y REv. AUG.__9_2005 I SOIL TEST LOCATION Q / ` J 0046 LOCATION MAP REv. SEP.�13-,12005 SHEET 1 OF 5 TELEPHONE BOX. •••• m •• •••••• •• � � REV._ f UTILITY POLE• ••• •• •• • •••� •• •�• / 01-0999 TrodewindsR56.dwg _REV._ JUXE 2. ,2006 02006 CRAIG R. SHORT, P.E. I �„ ..., . REV. --- -RESOURCE PROTECT/ON � 0VERLA Y 0/STRICT ..% A WLF17 •� . (AKA RP OD) SIGN: FIRE LANE ��6/ 7.91 \'NO PARKING WETLAND FLAGGING/' V �� w LAKE EL IZA BE TH i �4 AWLF18 \: BY LISA HENORICKSON S 7,96 WLF19 (WETLAND SCIENTIST) ^l FL00D ZONE B ,,:�� WLF15 7.48 PER FEMA FIRM MSP ,#250001 :,/ � � \ � �� \; END OF COASTAL BANK 0008D DA TE 712192 -F , 4 i �/ oG 1.15 r ' /�� �� 1 / 12.8( �'�,/� ?''��� I \ �A 20 : EXISTING PA VEMENT TO BE REMOVED PLAN BOOK 407 PG 26 A y 1T�S � _ - //��` �` AND AREA TO BE VEGETATED. 28' x5O' DRAINAGE AREA WITH JO' ,;; ` � //` 2 �� • / I WLF21 •• RETAIN WALL & FENCE H2O HIGH CAPACITY INFIL TRA TORS ,'� ,10 MAINAGE �7.9 3 . WITH STONE ,;i' i - - - - 013.E (OR GUARD RAIL) SIGN. I�ANIOCAP PARKING (TYP.) , ,'� �'�� ' i • 5 r• 5 \ ��A j I 1 I I` 88 ` • 28' x50' DRAINAGE AREA WITH \ l 1 \ 28 H2O HIGH CAPACITY -STAKED STRAWBALE AND 1./ A �O� / o \ t \\ \ \ �g \\\ \ INFIL IRA TORS WITH STONE FILTER FABRIC SIL IRA TION EXISTING % 1 _G /( 44 _ ;r x \ \ \ \ 7.6\5 ` \ N BARRIER ANO PA VEMENT TO , i� � 1 0 8 '�. \ \ WLF22 \\ \, 116.00 WOPK LIMIT FOR CONSTRUCTION WORK LIMIT BE REMOVED 1 _- � \--7 \ I \ �, ,/ EVEGETA TION. (' x 11 .43 l E. AFTER REMOVAL OF \: AND AREA TO iF� / = Q \ \ \ o STRUCTURES & PA VEMENT) 11 .84 rLc. i I ,/ SILT O � .• \ 2E VEGETA TED. ,;.� n`�' / � � � � � �� 1 \,� � � F23 - � \` '' WLF 4 / � T/ S _ ;. 12 \ L0.4 W 25 �:, �;i FENCE x \ \ r r• •_ cXISTING ,: �WLF7 A 2Z //PR S "D S - �' ` \ \\WLF 4 2 3 :_-v• + �r� 7.8 \ r' •-•. ,• •\ (.pZEBO / i NCE \ • VE Qa \ \ 1 g6 EXISI TNG SHEDS �' •�,• � ,/ / / n�O I I Lam' TO BE REMOVED „o► \ \ x� �/� i ® \ / 7 i '+,0.2 1 BY HAND is n n 19 9 ��3 / Tu 1, �x J. 1 \ 54A#W /WLF33 \ \ �1• •\ ��� A - 3 I/ 1 S B �G \\ \ \ 7.2 3 �+ �� 8,5 0 \\ .3 32 1 1 O > / �\ Q 37 �� \ \ WLF27 �- - - - - _ F30 // \ k-S \\ ,i� • \ 38 v� L I / r\ c �/ 00� A 02 -IL 8.28 \� x\ i I PP,! . .T HEDGES TO B I I I 10" \ �Q� G . i jj \WLF 9 '\ __WLF28 68 �.4 WLF32 5.81 `� REMOVED AND REPLAN L I \ GP 5 I; 0 n 4 '' -10.09 III \' A 8.1.0 I \ (SEE PLANTING PLAIN) 1 ll I I 84 ��i 85 2 �♦ -- WLF1 I \\ J I I 13. 3 0 20o x �t%f STER, EXISTING FIN, \ Q ' , O BUILDINGS T011 \ \ I I yj n . 1 3 - = g REMO VED AND I LEIS G o / 2. k� ' 5.75 \�\• I \ I I A �� \ `� ii - - \ AREA TO- E y BUILDING x 0 7.;. I - 10.15 9 II � W 1 x I I � RED AT � a� • - _ - - RE-VE ' ' QED L/LY PavO \\ I 1 V.37 � ATERLINE p / ` \ j ` 2Q'5 / C-) 7.2.9 [. - - 986 8 56 \ \ �e. Tl0 x g\ \ , . \ • 5 \ / , x // �� ' ,'/ WLF125 \ I \ PRO S ° ^ \ 20� \ - EXISTa � x 10.� :i LAKE r: I \ \ e� ♦ O O �i , �� / o Ii ELIZABETH r/ 8.58 \ �s \ O • \ 1%A BREEZE i� / Q •I ;"• � I''\WLF128 ( I IBAS/N, �� o� \ \ � � \ �. \� � � ' '• .\ I I 10.\ 4\ 1 „14.8` s2 \ 4. _ \ \\ " `� �\ 3. 0 3 ` O I - - r� 5.68 17.58-10.43 I I •*WLF129 ,�6.69" \ 611 �' \x10. I •\ SL OPE= 50, X 100% = 14.39' <189' •.8.51/ 0 1 1 I I <\ N 6 RAIN) ' = �� 2f \ I •\ I V i V - j 3 CENTERE I I A A ��, ATE � / I �° v ' 19� `� o x Ox 11 17i70 N • STAKED STRA WBA E AND FIL TER FABRIC x I 0 \ \ g C / ��. C�1. / \ I c 1 �, ►� I I �I • SlL IRA TION BARRI R AND CONSTRUCTION 1 � 1 I I 21�88 � O �' � \/ 1e \ Qom � � "' � � - � A � - ! 6� x 18. 8 9 / \ \ / ) / 1 x ' WORK LIMIT. 1.E. AFTER P.FMO VA OF ?`1 , \ w ARE - 19. 78 I STRUCTURES & PA VEMENT) - � w �/O ` � � x p v o�c, x i,/i,,i,, / i 1 WgALE TI ON III I r ORA AGES I * o O \ \ �Q ,r STRA SILTR TION • 11 x45.5 x12 DEEP DRA6AGE AREA WITH 36 CUL TEC I 1 \ �; - �� 17 16� x 12 = I x '� _ KED R►G GETA IKEYI ;I „ _ H2O CONTACTOR J60 C MBERS IWITH STONE AND WLF131 7.g I I 1 TEA v \ ,,�r�. , , �061 STATER FABOR REVS �II CATCH BASIN WITH GRA � I I 1 \ x 2�.52 1� \ p � i 7 �L n� _ �,_ I- G IL F LIMIT OF RED I', I \ 1 I I I �OOL 1 A \ rd,��� ,�'; Q RETAININ FARRIER 1-1_�_ - B k / I �1 ��► , �' - x 16. 42 ALL :I 600 GALLON LEACH P/r WITH 4. OF-STONE KTH SOLID COVEY rOR POOL r NCE ;� / 1 , �0x �Q ^/ Z ,� W A ��,p�Ep LILY CREEK #II 1 7 !I BACKWASH. POOL DISINFECTION SHAL4L BE t I OZONE"IN✓EC fir.,' OR / I I I I 1 P\ \ NE ^•�. / r /% _ _ _ R 1 � At AS APPROVED BY THE CVNSER✓ 77ON COMM/S� ' .. CRAW x (1` �RDE a, \ _ -� 1. q I I 20;14o N 55 5 R i �- - - x-1 .� '9 61�� c ,- r' DOWN WATER FROM THE POOL SHALL:BE SENT TO IHF LEAC'•w-' '.: EASIN. � 7.60 � 2. � I x 1 53 \ x � BRA CE 4 IR$ ;,a x G u�M I '/ I - n !/ 2 I �r \ \ REA S c� ' i, IL /% I `)�7u / ii i, i ® 1C) � ,. . I F�'•' I I A 6.6� 13. 0 \ \. \ OEIpN- M1L ► vi 0 �� l x j E � ��� WLF133 x� \ V A GO ��NER�- �"�;, �-� Q2 6 \ o . 4.6 5 rt. - _ R=30' A 200 R/ 9.82 \ \ va��� -�' .39 -RELOC c° R I ��/ I wp�Rt�► 9. 10 - �N C ' ' 28' x50' DRAINAGE AREA WITH O a I' V V E�R >Op'R/VE-RFf,,p VERFRONT ARE \ �c'� s \ \ \ 'r �,�' ~- E 1 �/ c A NT q,QE I \ 1 8.9 2 • \ \ \ ' �' 2`16 _ �.� \ �' 8 \ SPR,,111w EkC x 1 R=30'O N L I B L 28 H2O HIGH CAPACITY i�•O OONDBOM s i LlWr '� I \' \ ; \ 1\3.19 O O' \ I 1 v\ 19.4 7 ON 18. 18.3 3 - VI INFIL TRA TORS WITH STONE 4.4 5 'ir"�F135L��I y \ 1� 17. 0 \ 'r p,.s• rn\O e�� 90 . E / , i 4 R A I G • an MUM I i UNff 6.2 8 ' STOCKADE �\ N \ �q`2,X8 ) ? O 21 6 „E 19. 0 RK' FLOOD ZONE B �/ �' I 1 a O 1 g. �36' gLNGHM qp1 • Lens ! FENCE TO BE, �- R 30 0 BOLT18 72 PER FIRM MAP i REMOVED I 1 I o J � I . to �l :� ;; / • �, I I I a> I 20 \ \ �--•� i R=30' �18.91 ELEVATION' 28' x5O' DRAINAGE AREA W,'TH I� �I 250001 00080 // j j I I , �, ��' 21.E" �? 0 QN� I (NG�) 28 H2O HIGH CAPACITY DATED 712192 , WLF136� I I 1 I I �� 80 GRANITE CURBING OSED INFILTRATORS WITH ST01''E BY F.E.M.A. / 6.25 \ Ix 9102I 1 1 I �'�� ' 19.19,71 ALONG ALL PROP WALK 8.28 j I I I II II 1; x 1 _49 - - GY ENTRANCES CR80 O ALL ROOF DRAINS TO BE i 4.65 / A WLF143 / A _ WLF139 �\ I I I ILA 1 19 01 EMA�CESS PIPED DIRECTL Y TO q 6.69 / I ,�s 3 07 I I IAR 1 \ GATE • . °� WLF142 3.4 6 r 8.5 3 I N) 1 �� WI TH GAT �, DRA INA GE L EA CH A REA S r/ /5.96 /19 T WLF140 o.48 I I I 7 g3 / i OPQ & LO `!• / WLF144 ��n , \ WLF137 I x 11 L / / I / p 05 I L .2 9 I x C >-, OF ,�. '"� SI TE P!AlyCV LV ETl 1 �'6/4 9 � WLF138 x 8.71 I y�.2� 52 x 1/4�6 x p 3o a �s �o 6.4 .57 ,fir WLF145. x 9. 62 ' � _ / / 1 2 / / xx x1 SCALE 1 INCH = 30 FEET 8.64n / 3.63 / 7. L'S 1.55 �S / / / / / 6.86 cb317.78 \ WLF146 _ - -'� WORK LlM/T FOR / / / / / ` 2O'x42' DRAINAGE AREA WITH x l REIVE•GETA TION I / / / �� 18 H2O HIGH CAPACITY I / 8 6 0 1� x/� 5 2//15.7 6�� INFIL IRA TORS WITH STONE _ x xx x I '' 17.60-9. MA TCH M�{RK AA .•� l / 0 / 8.3 6 g 5 g / // // / SLOPE= 68.5 23 X1009' =12.22 <189 x8.11 ,� 2 LAND SUBJECT II _ J `s' I /' '%f'11 .�2 14) � �� �' - •• (OPTIONAL\ '/ x �woo 00 SF TO STORM WATER II I /• ,,� / /.• Q P �� 5 S.A.SSE AREA /l �0 2 FLOWAGE II / I p ) / ///x / .64 x9. 41 I/ x 10, 99 •• WOODED i I AREA 8.8 9/'/ / / • 1 �� I •' T / x ELEV 11 = COASTAL BANK q I x / (PER &EVA T/ON) 118x �( 3 GENDR_w -W -w - << m <�\ ; x \ g/5 - - - _ ; /� �� ,' IN � r PROPOSED CONSTRUCTION J �I / ATER SHUT-OFF. .. . .. . ........ . \ 111 \ / 1 0.08 \O� \ I /• O $ X�" OF �'�+ , MA -` 0 �, ,, ' S UTN DRAINAGE PLAN .LATER VALVUE. .. .. .... ... . .. . . . 41 l,J Q \ Q / 1 6 , a FOR GAS LINE-cis-cis-cis- <, � / / •��. ' 6 / , /. . 1 .91 THE RESIDENCES AT TRADE IYINDS G O �I � / / . �/ ''10 10.0 7 :zrs �0 GAS METER. . .... .. 5 .. .. . . .. .. . 1 + / O / VIL i GAS VALVE. . .. ..I&... .. .. .. ... . . . . ^l �\1 O o\ / / / �� �J3 9. 27x/ (� }�r `'' �, EEL' ` ' ' 780 CRAIGVILLE BEACH ELECTRIC LINE e -E o Q �, /. / / O// o� �, PLwo, LOC. H RD. ELECTRIC METER. .. .. .. .. © .... .. . O O \ / / ►� .• 1��' ��d . RIWR • BARNSTABLE, MA ELECTRIC BOX. .... .. ® ... .. ..... . O O \ / // 1 . 15 x 1 5 / \ ; ; � ----_ILLS ELECTRIC MANHOLE• • • � •• •••• • J v Q „ �' 12.49 CENTERVILLE CATCH BASIN- �l �! p PROPOSED 1 0. 38 / / •• 1 3 2 CESSPOOL •••• x 8" WIDE BY 24" DEEP GRA VEL DRAINAGE BUSHES FOE INE OF SITE W A S�� CRAIG R. SHORT, P. E. "' "" /� ►� 60 x120 `� LEACH PIT O """ " " /,' \ TENNIS COURT / '1• A� CLEANOUT• ••• •••• • • •• • -E'C•0: • / TRENCH ALL AROUND TENNIS COURT EXISTING SPOT ELEVATION••• •x 0.0•• a � � �4 I 0 � 235 GREAT WESTERN ROAD R /10 '/ / �� ' o ��P ott. P. 0. BOX 1044 fox. EXISTING CONTOUR (0.0) -. . _ _ _ _. . _ . 1-�•• / l 4 0 7 r 1 SITE PLAN uF r �) .508.J98.8JI I SOUTH DENNIS JUL MASS. 02660 508.398.J063 FINAL SPOT ELEVATION- • • ® • • l MA TCH M,QRK AA / / 3o 0 . 15 30 d P N �s FINAL CONTOUR / x \ ' 9 88 // - '� �` 3i ,� REV• A UG_�24 2004 SCALE w - FLAGPOLE• • •••• •• r•••• • • •• • • •• •• • • /, '' '/ � ►�� SCALE 1 INCH - 30FEET L, i Bfd ._, -- HYDRANT. . ...... . . .. . ...�'.... .. . _ \ / _ � � '` REV. 7. 2004 LIGHTPCST ,►••_t \ x �OD SF N 134I j y REV. NOV 3 2004 MANHOLE• • •••••• • • ••* Q •••• l OPTIONAL ` ~ 'RD Lows REV. OCT. 2.0, 2004 JOB N0. OBS. WELL O 7.5� RESERVE / / /' REV• DEC.. 15, ,2004 1-999 SEWER LINE-s -s - S.A.S AREA) / O 2 sv� REV. _A_-R�0,_,0005 REv. AYE O,_2005 SEWER MANHOLE QS O r 9. 41 ,/ REV. UG.__9 zoos 0046 LOCATION MAP SHEET 2A OF 5 SOIL TEST LOCATION• • ••• � • ••••• • � ��� ,/ / r�� REV. ,SEPT 1.3� 2005 TELEPHONE BOX- • ••• m •••• • •• •• • • �� ;, REV_ APR. 251 2006 UTILITY POLE• • •• •• • •• •• •c-a3•• •••• • 01-0999 TrodewindsR56.dwg REV. JUl\TE 21 ,2006 02006 CRAIG R. SHORT, I n ,. / LSD • /.,, •�/ -10 /// • DRANAGE I G \�•\\ RETAIN WALL & FENCE (OR GUARD RAIL) 5 -i' n ��' \ \ 11 15 TING / , �� . O. \ �\ EXIS / PROPOSED--- QO \ \ \ �. -•. •, •. GAZEBO •� / I / / ,FENCE et� `� 2 �2'y te IN, SaL n n12 SAMPLE RIM AT ^ ELEV 14.0/ �� I L ��, <,� •�•,� v, 1 I mo ' - v u ,A_ , , — ,EXISTING ' F / v� O /� \ - BUILDINGS TO B // \ I I . ♦ \\ I I 2-0 A VI Q� �� \�\ < < \ REMOVED AND F_XISTINGloe \ �'\ AREA TO BE BUILDING �/ _ / RE-VEGETA TED UC Y PGWD 5 \; 12 •• 1 RIM AT 16 5 �� \ E 200 v, SWAL O BUI Wiz£ i � I 22 •� ;� 'v i II •v -. � I ► I � � RA/NAB IV � I Al � �A. A ' \ I y \O `�� .9< �'� 200 \� II �I �•\ I i� / / I v� I v �� �, / 00, / SWALE . / KEY. _- I II ..\ � �� G�; ��, � ��\ ,. , INING I I I 1 \ O •��� ,� "� /� � Qp� � \ \ Q IS SAP � ---- ' � ' R ALAI. 11 I I 1 \ W Asulwo�rr>•t I I •j / I ( � I I 1 \ �� `�� �/ / \\ , - - - - - - - - - - - - - RIM AT ' I I I I I 1 IRS ® ® 16 ELEV 13.70 Low III / I I n 20 I L l \ \ \ \ \ p. \ l SW ALES � � � � _ 6 - - R=30 _ to T \ - �� Y 0 R/VERFRON Aft \ \ \ \ \ _ _ - EL 1`7.90 E � L o • I• - III ��NUMBER ��' 1Op R/VE-RF/�,OryT ARE��I I •\ ¢ ' \ \ \ \ \ \ � .E vs /�` 13. ? R=30 ON 0-O CONDENSER 2 i UNIT � \ \ : \ \ \ \ \ � 5�'I P- \ • 43 as METER I i Lffr , • 6.Q MPRK• x cH Q Lx*ffs RIMI AT I / I R=30 g AG BOLT 40 8.72 ;I /I 1 I I II I� ELEV-18.0 I \ / R=30' ELEVAVON III / i II _ - 0 N L Y (NGVO) \ _ GRANT TE CURBING SEO ALONG ALL PROPO WALK ENTRANCES CROSS CMJ 1' ' G CUL l/ER, ° �' � I ' / / 3.5 2 x 5 Er7 C)o ��� �3�2 SITE PLAN JO O 15 JO 4� II ^ / / �• I /.• / / GJ� � �� SCALE 1 INCH = JO FEET 1 � � I .• \ / / �/ ELEV 11 = COASTAL BANK �.--•• '' l /� (PER ELEVA 770N) E��R_w -W _w _ \ r PROPOSED CONSTRUCTION \ \ / %/ ,� // // �� °° S �pIN GRADING PLAN WATER SHUT-OFF• •• • ••• • •••• . • • \ �' / / + / WATER VALVUE. .. . ... . . .. .... c�1 FOR GAS LINE—cis—Gas-GAS ,�• �J THE RESIDENCES AT TRADE WINDS GAS METER. . . . .. . . .. S .... . . ... . . ..'d'/ SHO i �' GAS VALVE. ..... . .. .. .. .... .. . . . / / J \ /, / \ ' CML v �� EEL qd• ELECTRIC LINE—E -E \ / 5 ,` No 27 " PLWD.1 � LOC. 780 CRAIGVILLE BEACH RD. ELECTRIC METER ® /' / / /' \C� �'�r Y - �' RiWR � BARNSTABLE MA ELECTRIC BOX. .. . . .. 0 ... .... . .. . p PROPOSED / / •' 13 2 "�\`F� = � ' ,� ' ELECTRIC MANHOLE• • •_•• OE •••• • • • /' / / IIERNLLE � �, ;• / (CENTER CATCH BASIN• .... ...Q0)...... .. .. ' / 'y 60 x120 �' / - �, CESSPOOL• .. .. .. .. ... . •• .••• Q /; \\ TENNIS COURT // ,� n s��� CRAIG A SHORT, P. E. LEACH PIT Q ,�y CLEANOUT. . .. .. .. . . .. . -�C.O: . . I; / /.•/� / / 0' EXISTING SPOT ELEVATION•• •x 0.0•• / \ / � � pR� ��,�0`' off 235 GREAT WESTERN ROAD joX• r �� ti �3 508.J98.8311 SOUTH DENNIS, MASS. 02660 508.398..3063 EXISTING CONTOUR (O.0) /% \ �• �/ / � ��NOFM,a / -�� FINAL SPOT ELEVATION ® / �,i' / / a 5• SCALE /; i• / o N W REV. A UG. 24 ,2004 1 N = ij0 FINAL CONTOUR "s"-"' •' \ / = R BI DATE _,_ FLAGPOLE. ... . . .. r.. .. . . . ... . ... . ,. \ / / O C X REV. OCT 7 200_4 HYDRANT. .......... .. ..... .. .. / c., ��O LIGHTPOST. . .... .. .. . ......... . . 7.5 f •. / / + / N 41Pv ~. Li IS RE_V. OCT. 20,_2004 _�VO_V. 3 ,2_0.04 / REV. DEC. 15. 2004 1-999 MANHOLE. . .... ...... 0 .... .. O a _MAR. DL_R005 JOB N0. CBS. WELL. ... . . .... ... � �� .,. SVF� SEWER LINE—s —s — N ��`\\ REV. MAY. 10. 2005 SEWER MANHOLE QS , . 0046 LVCA?ION MAP REV. AUG. 9, 2005 SHEET' 2B O�- SOIL TEST LOCATION• • ••• • 01 REV. SEPT 13,_ ,2005 TELEPHONE BOX- • ••• m • •• •••• •.• _��j �1 _ REV. 4F 25— 2006. _� 'R.- ,_ UTILITY POLE• •• •••• • .•. .�. . ."' ' / 01-0999 TiadewindsR56.dw9 _REV_ JrJ1�TE' 2: 0?v 02006 CRAIG R. SHORT, P.E. REV. r. .f < ­4—RESOURCE—RESOURCE PRO TECTION / 0VERLA Y D/STR/CT n WLF17 �:: (AKA RPOO) V SIGN: FIRE LANE NO PARKING ,/' � '\�: WETLAND FLAGGING 41�, LAKE EL lZA BE TH AWLF18 '�: BY LISA HENORICKSON FL0OD ZONE B ^ \ 8 WLF19 '�. (WETLAND SCIENTIST) ti • � �., • PER FEMA FIRM MSP #250001 ./ WLF15 i WLFA4 0008D DA TE 712192 ,:/ i ,WLF \ \ : WLF20 PLAN BOOK 407 PG 26 A ,�- WLF21 j• ,1, / • /"- I G RETAIN WALL & FENCE •' - - _ _ _ I 1 I `�' \: (OR GUARD RAIL) 0 � � ' F� • 5 \ I I \ D STAKED STRA WBALE AND FILTER FABRIC SlL TRA TION N BARRIER AND n / WLF2'2 \ '\ 6,�� CONSTRUCTION WORK LIMIT. \ \. WORK LIMIT FOR 2006 ,.i ' •'\,, i m ;� 1 E. AFTER REMOVAL OF F®®g '""� EVEGETA TION. STRUCTURES & PA VEMENT / IWLF23\ _ \ ,:/ SILT O ) 15 O l \ FENCE WLF�4 \ EXISTING ,,:_WLF7 / / ' PR O •,. \ E \ F 4WLF25 •___ •--- �r� \ \ GAZEBO ® N k • ,. QO �. \ E AXF26 - / \ \ n n ,n I 1 / �� //� �v ; �� ® �� � ® WLF33 V \ loll / \ \ N. i v I I I /� % :.,'� •' `y v v WLF27 ,9 Hm -� - WLF30 ^ / �j v m A i� I � ET ED 0 AWL 8 WL � ��WLF32 � �'• � EM ND R AN�ED I � ,. 0 ® A i I \ ( A TING1\ ,WLF1 I I 2-0 WL 1 ) ti •/ RM®\ /\ 2Q•5, / l! \1 ; \ \ EIWT/0 � / � �� \ - � • � ► _ - � �. 4 HIGH DE(1 p�17-/VE � :� ,'•• \ SMO p, / i 15 \ E i / BLOCK RETAAVWG WALL WLF125 I '�L�127 � � \ �, � \ \ � \ \\ 0 � ��, / i I' LAKE i• ,�p �� 1 I. ELIZABETH ,% I � � 1 ISMC� v ® � 4 v � � v ��� '":''• - . - ��� /��� � :i ;`• °p I \WLR 282 I22 ' •� ;' '� 17.58-10.43 I WLF129 516.69 •u �\ \ SLOPE= 50, X 140? = 14.J1 <189 i •.\ / I I I I I \ N 6 \ �, _ ` 1 ,o, _I \C I 1 /i (� Q '•\ STAKED STRA WBA E AND FIL TER FABRIC I I I A g c j o v / 117 �� _ _ \ i • SIL TRA TION BARRI R AND CONSTRUCTION ) I \ o v \ / \: Q°� ` - o J i ' WORK Llir1/T. (l.E. AFTER REMOVAL OF / I \ \\ / p \ L \ � I' I ST UCTURES & �A VEMENT F130� / \ I w Tr0 �! ) ' ®/ 1 I \ \\ I \ - E AND 7 STRAWBALtRArIQTpN. • •', �• •. I ' � I N1� ,� SE�E6ETA .---- . WLF131 I 'r 1 \ KEY :�� -f ;: \ I 1 vv '� e � '� ��� N. ® - INING FILTER R FQR R ' LIMIT OF RED I; �I 1 I I POOL 1 \ \ ClSz� � � i Q° - _ JSMO RE L� BARRIE �: 600 GALLON LEACH PIT WITH 4 OF STONE WITH SOLID CO✓ER FOR POOL M �► — 2 WA A ��DM Lffr= LILY CREEK I ' BACKWASH. POOL DISINFEC77ON SHA L BE BYIOZONE'IMIX77ON OR / 1 ® I I f NCE 1 P\ L \ ` /� \ SAQ j! ALTERNATE AS APPROVED BY THE �SERVgq77CW CORM,';'-/ON. DRAW ��QQ \ 0 1 — Il�i DOWN WATER FROM THE POOL SHALL'BE SE%VT TO THE L:ACh'ING BASIN. / 1 I I\ I 11 20k 0' \ ` �— IRS \ �� o A I R=30' R oA I WLF133 ® \ \ 1 '� IV 1 fG �AW NUMMM �; 1 00, 200" R/VERFRONI A IEA- L 4`'- RM \ j WA E� \ T - _ �C 0 WEARR/1/E'RFiQO \ 1 �•• r,<r C7 1 \1 RUN / p I `� FOP NK�ER R=30'ONLY Y B E! f-O OONDEMM S/UWr i s E'er I , \ Q Q, 1 \ QTM \ �� ON 0 \ /I v I I I I WLF1.,5� ® y \ 1 q + T>\ C1 / c A I G V/ SITE PLAN M \ � ` � s� �P � \ �,, 3 6 � PRK'• R Jo 0 75 Jo ,I I STOCKADE I o , * 4 �NCNM 407 " FLOOD ZONE B 1 I ` e • FENCE TO BE I U 30 rAG BOLT , 1g 72 O � PER FIRM MAP / REMOVED I I I I I 1 I \ ,,� S _ 1/AnQN' SCALE 1 INCH = 30 FEET I I ,� '" R=30 ELE I ,I 250001 0008D / I 1 Stith ONLY (NGVD) Q •� ;: DA TED 7/2/92 , I M.F136L 1 11 1 1 �fj �! ��' GRANITE CURBING 05ED BY F.E.M.A. I �1 1 1 1 1 i G< — —�- ALONG ALL PROPS WALK PROPOSED PLANTINGS: ' '' / 1 I 1 1 1 I _ - '� ENTRANCES IS I. 1IAft •' ' � RM E EX/S17NG TREE .I �' / A WLF143 A _ WLF139 ® 1 I WLF142 I --t's ` \ I i ," I 1 / / , FC M FLOWFR/NG CRABAPPLE (MALUS DOLGO OR SARGEN770) 15 GAL. T WLF140 WLF144 / I 11 1 C �F QP� FDUNDA 170N PLANTINGS (FRONT YAROSI r AH CO AMER/CAN HOLLY (LLAPACA) 7 GAL. I, L I I c� GE BOXWOOD (BUXUS SEMPER WRENS SUFFRU77COSA) 18-24 CUL I/ER,T;- '' / ' WLF13 / / 52 `M/0 x/ E� ASSORTED COILD-HA RDY HEATHERS (CA LLUNA SP.) WP W17E PINES (P/NUS S7ROBUS) 3' B&B ® / / 23 x 1 5 NOTE.• THE FOLLOWING UTILITIES MUST BE RELOCATED WLF145 / / x PR/OR TO INS TALLA TION OF SEPTIC SYSTEM: NIKKO BLUE HYDRANGEA (HYDRANGEA MACROPHYLLA) 2 GAL. RC � RED CEDAR (✓UN/PERUS WIRG/N/ANA) 4' B&B I\ 1- / S/ �I WORK LIMIT FOR / / �' 1) ELECTRIC SERVICE LINES / / ® 2) GAS SERVICE LINES P07EN77LLA 'GOLD DROP' POTEN77LLA PARWFOUA) 2 GAL. RO ® N. RED OAK (OUEREUS RUBRA) 15 GAL. t \ WLF146 - _ - l REVEGETA TION / // %/ /SMO %,`� / 3) WA TER SERVICE LINES SP/REA JAPONICA U77LE PRINCESS 2 GAL. t \ / RU ® RED MAPLE (ACER RUBRUM) 3-3.5" CAL. B&B (25' ON CEN7FR) SEDUM HERBSWREUDE AUTUMN JOY' 2 GAL. 10 ./ /'// / / ���� 3 SLOPE= 17.6 23 X1009 =12.22 <189 x l SM O SWAMP RED MAPLE (ACER RUBRUM) 15 GAL. hl /' ✓ r / Q� x 5. 2 / 9. 8 8 \ .• / .. / � NS NORWA Y SPRUCE P/CEA LAND SUBJECT III i `r 0 I ./ � ,•-••'••��\ // / / Q ( AB/ES) 3 B&B TO STORM WATER II r - I /' % ,�� Q P� , . v ; / x /� ® A S. ARROW NK)OD (WBURNUM DEN TA TUM) FLOWAGE U l I /•' r�j�// �/ OF O 7. t l / ,�!02 NB ® PO7FN77LLA FRU77COSA KA7HER/NE DYKES' 3 GAL. / •�' /r ►� ! 9.41 / /� ER ® RHODODENDRON 'ENGUSH ROSEUM' 3 GAL. nl 5.�3 P✓M® RHODODENDRON PJM' 2 GAL. ELEV 11 = COASTAL BANK / O `V Q / / �� (PER EL£VA 710N) Mtn, x / Q 1 / 1 / / �• . 118 /� �( 3 LEGEND: m \ /, o• /�:. / r I .: TOWN WATER—w —w —w — W \\ / �� / � , AID r PROPOSED CONSTRUCTION WATER SHUT—OFF. ..... ...+ . . .... Imo. 1 � / ; / / , ,/ / ' �� �0 O e �o�' c;fia3 �� PLANTING & LANDSCAPE PLAN WATER VALVUE. . .... .. .... .. . On , O /, GAS LINE—Gas—cis—GAS—— V fv o / �O �'' /1 0 10. 0 7 ; >v` O FOR GAS METER. .... .. ... ® . .. ... . .. . : I , , O / / �• 9. 2�x,' , ' Y 2 4� - ` ;=�; THE RESIDENCES AT TRADE' WINDS GAS VALVE. . . ...*..... ... .... Q �V / %/ / O ELECTRIC LINE E —e /' x ��.� p`C1t"�t .Sc ; EEL 780 CRAIGVILLE BEACH RD. ELECTRIC METER. .• . .. .. . ® •• •• •• \ / 1 1 J 1 �'�fS�' 't .t oss ,. PA110/ LOC. ELECTRIC BOX ll / / // / x 1 5 / �_� LLE ' RIPER �� BARNSTABLE, MA ELECTRIC MANHOLE• ..... . ®. . . .. . . O PROPOSED / / /13 2 CENT RN , (CENTER CATCH BASIN ®j '` REMOVE THE &PLANT LOW CESSPOOL• ••••• 0 ;• • \ TENNIS COURT � i ., LEACH PIT .. .. .... .. Q . . .. . / ;/ �/ / BUSHES FO lNE OF SITE S�� CRAIG R. SHORT, P. E. CLEANOUT• . .. ...• •• •• • �'CO • • /;> � / �•/ / � 0`� pR�`1`r� �� 235 GREAT WESTERN ROAD EXISTING SPOT ELEVATION. • • •x 0.0• / \\ / / / / , 4(0 /; .��`� dti off. P. 0. BOX 1044 fox. EXISTING CONTOUR (O.0) / \ • , /� 9� 7 SI TE PLAN 508..398.8JII SOUTH DENNISFINAL SPOT MASS. 02660 SOB.39B.3063 FINAL CONTOUR--NATION. . . ® . . . / , /�\ / // 1 6 �. 6 �fl . Jo 0 15 JO va�P\SNOFtifq St2' �� A V — - l- 104 — � A�81 REV. A T 04, ,2004 SCALE +� a 0 FLAGPOLE • "" ' / ., •• \ // / 0 SCALE 1 /NCH = 30 FEET w IA m 6Eq 5 REV. OCT �' 2004 1 3� . HYDRANT. .. .... .. .. .. . . . .. .... . •• / , / -�, ��D Lows REV. OCT _00, 20Q4. MANHOLE . .. . . .. .. . . O 7. z� / / / , o. 41v �' REV. NO.V. 3, ,2004 / REV. Ec s,_2oo4 1-999 MANHOLE. . . . ... . .. . . . . . . 0 . .. .. . . � � � a. P — — — OBS. WELL. .... .... . . . .... .. . . 0 �' JOB N0. SEWER LINE—s —s — f� / sv�E REV. MAR�_O,_20.05 �l / / �O _ REV. MAY�9. 2005 SEWER MANHOLE OS ' '�' '' ''' ' ' ° R_ V. AUG. 9 2005 REY_SE'PT. 1_ 206 SOIL TEST LOCATION• • • •• 0 • • • J 0046 LOCATION MAP - SHEET 3 OF 5 _REV. APR._25, TELEPHONE BOX- m ' ' ' ' ' '''' ' 01-0999 T�odewindsR56.dwg REV. .TUNE 2, 20Q6 02006 CRAIG R. SHORT, P.E. UTILITY POLE• •• •• • ••� •��L��••••• REV. It I o. --'►RESOURCE PROTECTION- 0 VERL A Y D/STR/CT A WLFF117 `�: (AKA RP OD)7. V __ \. WETLAND FLAGGING W LAKE ELIZABETH , ^ \ 8- �� 1-4 `WLF196 BY LISA HENORICKSON FLOOD ZONE B �,: WLF15 \ \ �F48 ' �. (WETLAND SCIENTIST) ti PER FEMA FIRM MSP )¢250001 /� 4 15 0008D DA TE 712192 ! WL 4 12.8 \ \ 1 `��WLF20 PLAID BOOK 407 PG 26 A ,�T J _ 1 L 55 �Y/WLF_2 I \ � WLF21 '• ,-10 7 9 3 \` , RETAIN WALL & FENCE - _ _ 3.6- I I�. ` (OR GUARD RAIL) 5 \\ I 1 fl I 11\ 88 STAKED STRAWBALE AND � �9 \� \:� FILTER FABRIC SIL IRA TION /I 4 4 \ , BARRIER AND 12 � �x ,r O �v \ \ \ 7.6 � N • _.`,:\ ,i �8 --� 1� / / \ WLF22 \.� 6.00WORK LIMIT FOR 26-66 \ ICONSTRUCTION WORK LIMIT. F9 1 2 / c`z`' \ "� \ I EVEGETA TION. I.E. AFTER REMOVAL OF �%• \. ,�y � / // / �\ \cp \���` �:/ SILT STRUCTURES & PAVEMENT) x 111843 ' 2.� i i x O Q 15.00 , _ G `� 12 \\ \ A WLF25 \ ;-i ���4_ FENCE WLFA34 � \ EXISTING '.�WLF7 i PR SAD 1 W F 4 �.8`2 3 ._. "' f. 7.8 \ GAZEBO ,:• VV NCE Qa <`11, ' I \ 1 8 6 .- .-EXISTTNG SHEDS (, \ \ 'I �/ / i ® / I I � TO BE REMOVED _ AD �x� g� O 15.3P // ( 1 4 �. � � ' (` 1 ' '0.26 I� SOIL BY HAND �1 A n , ,n r 15 3 // G�. R ; sw WLF33 \ \ �\; �•��� LF.� n �� 32 3 I 1 I I S /// � �� �\ 12.4 E• b\ \�\ ,� 7.23 � ��� 8.50 / \ \ / / / ,��0 14. 37 A WLF27 -b.- - -- _ _ i 3 8 1 1 1 I .� / -� 0 2 - _ n \ i I PRIVET HEDGES TO B I \ fj \WLF 9 LF32 ) \ 09 5.81 �`'• REMOVED AND REPLAN EDP 0V �r . ` �,..#�: ® '� �WLF28 68 .Q� WLF32 / '>+11 .68 A i I• \ (SEE PLANTING t 1 I8N) I �\ Q� x 1. / 84 ����� 2 l 8.10 WLFI I A� 1 I \ \\ x 1 3. 3Uv 1• , , - EXISTING F / .85 \\ �. I \ ' I Q \ \ { / 9 - BUILDINGS TOMB / i REMO VED ACID I5�`! G o / i l� BUILDING Y; 5.75 ��: �� I \ 1 I 1 I Ss� , � � ��j � \ •c \ � .�\ r,� AREA TO E x "I 0 7� Ii iI I WL, 1 . - x 01 5 I ED Ar P �' �i \ 14.5 RE- VE ED LCYPaVD 1 L 10/3 7 � i TlO A>FRUN£ -�� � � \ x/1 � ��� , � ,�� �7 07.29 <_ XO 8 56 A 16. � � 7 � • t WLf�127 \ \ ti 19. 0 �, LAKE ;•/ WLF125 I \ ► V o ��, i A EXl NG x a �, 10. li ELIZABETH it I 8.58 1 V� '� \ 9 �' �� �� 1 /lLD / o '•v.• I-\WLF128� 0 41 I '� \ \ 4. ���� �` - " „14.8 - \ 1 1 1 \ r , I i •. '� x - z1i 5.68 i� � 17.58-10.43 I I IVLF129 �6.69 � \ �.611 �' ' ' '' ` - � \ \ !tom �. - -•� - - x ,F � SLOPE X 1 09' 14.J9' <189 • 8.51 � I I� - 50 1 � � I i• 0 I i x 1 i �• / I A � \2� D \ I '� _ 13.3 ♦ ,C£N7FRE � � �� / / Q I A I IA\ s x 11 A7ERUN '•\ STAKED 5 IRA WBA E ANO FILER FABRIC I x I I ( \ V , 19. �� � �`5. \ o,Z,� 1�7�0 �� 'I • SIL IRA TION BARRIR AND CONSTRUCTION 1 3� I I 21\88 \ �/, \ Qo n o�' o _ / x 18. d9 I i WORK L/M/T. (l.E. AFTER REMOVAL OF / l I � \ -" � � � � �`1 . �� � ` // � "� � �' � �1� x 1 9. 7 8 5TgUCTURES & PA VEMENT) 1 8 \ x o ® / 1�. 45 x,�81�7. 44 ANO of 8 \ .\ �� o� YS C \ I N / BALE Iof . Q _ TIO WLF131 7.9 I I 1 \ \ 1 \ �� 'k). �}� STA S RA �E A \ I --� \ a� \ d, � � ® , - 1 1 F, 0 ILTER FAFOR RE 0 - I I 17AL x 114 RETA�NIN FARRIER _. LIMIT OF RED I, I •1 I I i I POOL _ .. :� i s 60o GALLON LEACH PIT WITH 4. OF.STONE WITH SOLID COVER FAR FOOL / I ! f NCE \ 18.q nx 1 �J 0 1 5.8 0 - x 16. 4-2 WALL LILY CREEK , BACKWASH. POOL D151NFECT70N SHA L BE B OZONE IN,.ECAON CCR I I 1 \ -,�" 2 x r� WA �4 A it 17 j' AL7ERNATE AS APPROVED BY 7HE CVNSERV 77ON COMMISSION. DR4+►' I x 1 20 0' ��`'�5i x17, 10x 1 \ t v- - - - - _ -x-1 �' DOWN WATER FROM THE POOL SHALL;BE SENT TO THE LEACHING &tibV. 7.6 O I x 16 6 3 x 0. _ o M rr/� / IRS x. '9 613 9 5 rl I / 6.6 2 r WL`F132 I I \ `\ �� ` ` c� 9`7 8 � 16 y 1 8 �•/ I n _ 9 \ l \ 13.^0 1• 2 \ E 2�0 n 200' RI I � WLF133 9.82 xl \ \ \ 1 \ Ep \�?� NNE', ' ERA t 2 �7 1 �o�nT` ' ® \ 4.65 1 4. EO _ R=30' _ '�/c p A I I J I :T: V VC�T 1 1Op'R/VE,Q,L,�,p FRON A�?E \ \ \ \ \ TAI, W �'„� � �r�£-- - w g WA R RBI' 9. 10 -- �� I v C r"1 \ �� EA 8.9 2 • \ \ \ E �? tr��r-"�" FS RI ERC - 'E x 17. R=30 N (J •, �: I . \ • \ 1\3.19 0 �' \ \ N.. I � �.r�"�; " - .47 ON 18 ? _ � ���� .•n ,=�h. C c 14.45 I 6 12 8� I \ 1� 17. 0 �-\ �\� aa,, 4 0 - E / I .3 3 4 7 Q ^ I �j V I' / STOCKADE 1 '\ 102 N ' �, ,`� .: � � 1 ��'� �36 O PRK' �I ` /'� 1 � ,.. ti _ �N NM 401 �5 FLOOD ZONE B �/ FENCE TO BEI I I � x '' �� 1 � � � 30 8 BpLT 812 � �� • �' Q I� ;I PEA? FIRM MAP � REMOVED I � L I o o v "�. 0, E � (� T x TAG >7oN� 1 40 L, 11 S RECIR. / 1 I 1 o� I 2 '��'" d,�� R=30' 8.91 ELEVA v 0 N (N w) PIPE 250001 00080 / I 11 I I o o ' 2 VINYL LINER—- DA TEED 712192 , W6F256� I 1 1 I 1 ''' _i2 " �` 1a 7 i .80 GRANITE CURBING �SEO Off / I Ix 1 I 1 ALONG ALL PROP WAL ,�-�2 48Y F.E.M.A. \ 9102 19.80 ---- 'i i / I I I % ENTRANCES CROS �; ;I / I 8.28 I 1 I 17.94 x 1 49 - '� _ -x o I I � •, �: WLF 43 / WLF1341 I 1 I i x �. ��•. .; I� 14.65^/ 6 69 / I - �6.07 I I I I 19.01 \�1x\xxM\\,\\�\ I I x 1' �6 WLF142 3.46 8.53 I �, 1 ` ;�� u /WLF144 n 9 T WLF140 , 6.4 8 I I I 17. 3 / 0 Pp A 29WLF137 I I I x \� A\ .A �_ .6/49 I L WLF138 x �8.71 I 2 x 1, 6 / EpOE 2\20J CUL VER, " 57y 52 x \ \� \ �\ WLF145 , x 9.6 2 I ,cT! - // / / X 3.6 3 / xx xi x g.04n 7. L S 55 �S I / /� /j 6.86 cb3l7.78 SITE PLAN ;x�- A� \ WLF146 _ - • WORK LIMI T FOR I _ - 30 O 15 30 \ l REVEGETA TION _ �� '� J / x 1 52 SCALE 1 INCH 30 FEET I � I 8. 6 0 / / � / � .. 8. 36 8 X 5 9 /' / / / L SLOPE= 17.60-9.23 X1009' =12.22 <189 �� ` Nm\ .. (� E C I R. Ii �10 X8. 11 68.5 hl % x ✓ �/ / / ��rL* 724 NOTE: THE FOLLOWING UTILITIES MUST BE RELOCATED �� � � PUMP 8.30 / � / R \ �\ \, � �\\\ LAND SUBJECT II ^ - i `r I / �� 1 1.�2 G tx ���� �'' PRIOR TO INSTALL,' TION OF SEPTIC SYSTEM.. I , �A L I /B v 1) ELECTRIC' SER..CE LINES �I V TO STORM WATER II r V/ ` / P 2 GAS SERVICE LINE �� FLOWAGE l I �7 ///x //OF 3) WA TER SERVICE LINES Q- U BOX � • 64 \2M `�� I 1 �,.�\�\ I x 10. 99 �•'� ,� I --------------- �, x/ / TITLE 5 & B.C.1 VARIANCES REQUIRED: SEPTIC L7 TAI Q W I •• \ / x ELEV 11 = COASTAL BANK 1 SECTION 15.211 MINIMUM DISTANCES: 10 0 5 to V U V I -•• /;` \ x /� (PER ELEVATION) DISTANCE BETWEEN S.A.S. AND CELLAR WALL I I --10 ,O ' LEGEND: � � � � �1\ / ; x 1 � 9 75 _ - - _ /// / /.• AN 8 VARIANCE REQUESTED. SCALE 1 INCH = 10 FEET �1 � •p n �r T T WATER-w -w -w - W W \ LV \ // 10.08 \� \ 7 /./1 - .56 TOPARTO VIIIIIA ECT.ABOO:BDISTANCE OF SEPTIC TANK PUMP CHAMB R TPROPOSED CONSTR CWATER SHUT-OFF : o :: : J / ' i '/ � 612.91 AND PIPING FROM WETLAND; 100' REQUIRED. 75' PROVIDED. E S �tt� 0l- A� 5 TM MAIN SEPTIC SYSTEM PLAN CONSTRUCTION WATER VALVUE � ^Q. W `� � � ' THE RESIDENCE'S GAS LINE-GAS-GAS-GAS- V o oO /•' A 25 VARIANCE REQUESTED. FOR A j�� nr GAS METER. ..... . . . . ® . . . ... . .. . . Q CI v \ / // / JJ / / 'r� � 1YT Tl1�tYDE 075DJ GAS VALVE " " "" ""' / p// GRANTED BY Q.O.H. ON 1 8 2005 �,.,� , ELECTRIC LINE E -E \ / %/ / • 1 5 _ P.�.;a.�#. .� EEL ' ELECTRIC METER ® \ / ;/ / 9 p �/ _ LOC. 780 CRAIGVILLE BEACH RD. ELECTRIC BOX. . . . . .. J Q �' 2. 4� ,F --- ELECTRIC MANHOLE _ © o PROPOSED 13 2 ,. _ .� BARNSTABLE, MA CATCH BASIN (@)% ►., 60 x120' x 8" WIDE BY 24" DEEP GRAVEL DRAINAGE ,� . , .�. _►-- � � CENTERVILLE CESSPOOL• . . . .. . • •• . 0 / \ TENNIS COURT / '1•i LEACH PIT • � •••• • • • • Q •• •• •• •••• • S ,'. TRENCH ALL AROUND TENNIS COURT /% CLEANOUT. . . •...,. .. . -e'c.o: ' ' � '/�o.�.I / � 4 s� �, ,� CRAIG R. SHORT, P. E. EXISTING SPOT ELEVATION.•••x 0.0- // \ \ / /• / / �v 0 pR� `� 235 GREAT WESTERN ROAD / \ / ` J� P. O. BOX 1044 fox. F e 'v 508.398.8311 SOUTH OENNIS MASS 02660 508.398. EXISTING CONTOUR (0.0) / x � ./.•,� '• / � R � � �F, off. FINAL SPOT ELEVATION [��] 9, 88 �. / y0,. • �, 3063 FINAL CONTOUR / ,,i� / / 1 ii� A FLAGPOLE. .,... . . .r. . .. . ... ....... . / ; -- -1-- • 00 SF o o TIN REV... AUG. ,24,_266- SCALE 1 N _ 30 HYDRANT. .. .. .. .. .. . . .. ... .... . .�.... ••�' (OPTIONAL '/ x �1' i � I G'�q� REV. OC_T. 7,_2604 LIGHTPOST. . . . .. . . .. . . . ..••• •• • • Q 73.* RESERVE MANHOLE. . .. .. .. . . .. . . .. O . ... . . . 4 �,< / / , 02 „ u o. a1 �',, � REV. OCT. 20,-�2004 essPv REv_NO_V_. 3,_2004 JOB NO. S A.S. AREA) - -REV. DC 5„_2004 1-999 OBS. WELL. .. .. . . .. . . . . . ..... . O yo? SEWER LINE-s -s - '`. 9.41 /O�` su�►E ,r. f� / _ _RE AR. 10., 2005 REV. MAYS OL_2005 REv_AUG. _9,_2005 SEWER MANHOLE• • • • Q •'�' •'''•• ' N \ / / ►� SOIL TEST LOCATION• •• •• � •' • • •• • �� ' � � ;` J 0046 LLOCA?'ION 1�AP :::] REv. IsHEET 4 OF 5 TELEPHONE BOX• • •• • m '' '' _____�'EPTs___13, ,2005 UTILITY POLE..... .. .. . . . ••• •• 01-0999 TradewindsRy6.dwg REV.. JUNE 22 2006 02006 CRAIG R. SHORT, P.E. REV. r!� COVERED ' PORCH GARAGE , ENTRY \� .', UTILITY HALL ' Rin W .r,. GUEST ' - BATH KITCHEN r WIC - DW- =i HALL ---- -� DECK GUEST POWDER DINING BEDROOM ROOM ROOM WIC ji— MASTER LIVING BEDROOM I ROOM MASTER BATH 4 I� f I T T T T T T T - - - I I I I I I I I II I I I I I I I I II - - - - - JJ___ J� Latimer Residence Job No. Latimer-Cape _ Revisin Residences at Trade Winds Meichi Pang Design Studio Drawn By MRDS Master Plan IA-004 Un8 E1 460 Harrison Ave.%Alo AB Boston,MA 02118 Date 02109/10 C*svile Beach,MA t:617.521.8860 t617.521.8661 c:857.222.3823 Scale 11$"=1'-0" CAQO 9 I I � ' ' II . I I � I � I ' I I I I I I I I I I I I I f Ile i SALVAGE ALL DOORS TO BE REUSED �I DEMO FULL HT PARTITION TO PARTIAL HT I I II Latimer Residence ANo. Latimer-Cape_ — — Revisions 00UniResidences at Trade Winds Maichi Peng Design Studio Drawn By MPDS 0 _ Partition Plan ID-1 tE102109110 a60 Harrison Ave.st idlr A6 Briton,MA 02118 [}fie Qy0g1�Q Craigsvile Beach,MA t;617,521.8660 t617.521.8661 a857.222.3823 Scale 114"=1'-0" CARD 9 l 0 - ,'' /' NOTE: E � ' 1. PLEASE RE-USE EXISTING , J BOX AND RECESSED • / ,i E DOWN WIRES TO RELOCATE� t , ' AND REFURBISH THE NEW FIXURES. 2. CEILING HEIGHT VARIES IN Gw�7 EACH ROOM +l- 14" TYP. Be `,` E L I - I I � z8� i' IL - - - -�-- - C I I G B tit 'J - r � I � - r 1Jj ` Ere • L__A E E E • •E s'�" G -f EXISTING CUTOUT (j) HOLE FOR RECESSED E FIXTURE, TYP. NO FIXTURE INSTALLED, e �� • E $,�„ � 1 E E E . I I � I I Latimer Residence Job No. Latimer-Cape Revisions - _ - ---- - Ceiling �+ nnResidences at Trade vends Meichi Peng Design Studio Qrawn By MPQS - _ DEMO � Reflected 1 I�� � v���V Unft Et 460 Hanison Ave.Studio A6 Boston,MA 4211E Date 02JO911Q Crai svile Beach,MA t:617.521.86@0 t617.521.8661 c:857.222.3823 — Scale 114"=1'-0" CADD# NOTE: PLEASE RE-USE EXISTING ' J BOX AND RECESSED DOWN WIRES TO RELOCATE AND REFURBISH THE NEW FIXURES. R� RR R J } V t A � _ ,R `�J, �J ' � ;`;j; R - R R R tJ L - R R Rv a iJ -/R R R R 1J,R RR R R - R .J/x R R TV Latimer Residence Job No. Latimer-Cape Revisions Residences at Trade YVinds MeiChi Peng Design Studio Drawn By MFDS _ DEMO - Power �n d Signal Plan ID-300 Unit El 460 Hanisan Ave.%AID AB Bastm,MA U118 Date 02109114 Crai svile Beach,MA t:617.621.8600 f..617.521.8661 c:857.222.3823 Sale 114"=1-T CADD ENTRY ,/' `\, ` UTILITY HALL \ y. 2 -------- IA601,;' UNr"; , i 1 i GUEST = BATH KITCHEN 2'-8114" -- WIC HALL ' ----- I-°--°--------- -------- DECK I — - - — f IA601 its � 1 -` I IA602 I I I I GUEST POWDER DINING BEDROOM ROOM > ROOM ! - _ p I I o I II _. II i , -- --WIC ------- --------- I I I I i MASTER LIVING BEDROOM - ROOM MASTER 111A701 BATH I I I I I I I Latimer Residence Job No. Latimer-Cape Revisions Unit Residences Trade Winds Meichi Peng Design Studio Drawn By MPDS � (�'®� Plan I IA-1 v 460 Harrison Ave.Studio A6 Boston,MA 02116 Date 02109110 0 Craigsvile Beach,MA t:617.521.8660 M17.521.8661 c:857.222.3823 --- — -- — So& IA" 1'-0" CADD 9 — -- - - J ch j FQ J L z AT STING OCA N, r CENT D FQ • W sHowE /1NSTALL FROM . 0 `c �� LU CENTER ON ti FQ » CABINET,TYP. Ui w EQ. L—6 -V EQ. e e I EQ\,. EQ. CENTER ON ISLAND INSTALL FROM �• ®4� EXISTING J BOX - - - ' 1'-9" ��, E, 1',-0" w VIF T IF 1 -101/2 3'-81r 3'-$" 2r-0" -- i. EQ. cs EQ. - �R� - "' - - - - - i i N 1'_g . -- 1'-T j VI iW �. - - - - - - " - - Cl W i I:1r _ W I w LC r " Q TV 3 -0 tv ti �^'- VIF 4 C]Q VIF EQ. Q. INSTALL FROM EQ. 3'-0" EQ. EXISTING J BOX i LJ w I I 3'.0" 3'-0" (4' %"Ug" I q `' k'�' I i I Q�------- I �� 2'-7" EQ. EQ 2'-?"LU ti - -- ®-'�h--------- - - ' - -- - � I I I I --------- AT EXISTING w EQ. T-2112" EQw EQ. EQ. j EQ. �--�-------s -----� LOCATION, IF ENTERED ON � - ---- - -�- ---�Q-- - �--��-- --- --— - - -- jsQ` TUB/SHOWS QFE' I i Latimer Residence Job No. Latimer-Cape Revisions _. -- - Residences at Trade Winds Meichi Peng Design Studio Drawn By MPDS _ Reflected Ceilingunit E1 460 Harrison Ave.Studio AB Boston,NIA 02118Date Q2149111? Plan IA-200 Craigsvile Beach,MA t:617.521.8660 f.,617.521.8661 c:857.222.3823 ----- Scale 1!4"=1'-0" CADD# r� , E t ♦ ♦ \ \ i ♦,, \\ �y C4 M N C9 1 L� ♦ t st J . \ D 36'AFF=&= �R'AFF vAFF ` pIrCC[CtYCC R LL ILLCI. U Q 1 r r D r ♦t , r 1 . JI. .- R r r ♦ 1 36'AFF R 'RD141DR3' ; r f 1 r r DDQ ♦♦ ' �' , \ . 48'AFF�! b_ 481AFF ♦©--' I Latimer Residence Job No. Latimer•Cape R941ons Residwoes at Trade Winds Meichi Peng Design Studio Drawn By MPDS Power and Signal PIan IA-3V0 UnitE1 460 Harrison Ave.M&AB Boston,MA 02118 Date 02/09/1Q Cra4svile Beach,MA 1:817.521.8660 f.617.521.8561 c:857.222.3823 Scale 114'=1'-T CADD# ST ` // ST 1 1 -7 7777] --i ST - -----___ _, ----� Up- ------ o ' i - L------------------------i WF — 1I ST 1 0 1 WF 1 — i 3 ------------ D ' Latimer Residence Job No. Latimer-Cape Revisions — Residences at Tmde Winds Meichi Peng Design Studio Drawn BY MPDS _ C Unit El 460 Haaison Ave.StudioA6 Boston,MA02118 Date 02109110 Finishes Plan IA-400 Craigsvile Beach,MA t:617.521.0660 f 617.521.8661 a857.222.3823 Scale 114'=T-T CADD# FOR REFERENC E ONLY ENTRY \ ' UTILITY HALL / UN`'�. GUEST BATH KITCHEN �U DOG ---' WI -1 C HALL '-------°--b0----------; DISH - MIRROR ABOVE _ , r w - GUEST W POWDER INING BEDROOM w 10 ROOM i� OOM _ El O ------- ------ ARTWORK - =�� -PRINTER WICK ---- ITMASTER m LIVING J.0MASTERBEDROOM-- ROOM — --- BATH 0 "A�I - --------- - t 54"N �► 7� L- ------ Latimer Residence Job No. Latimer-Cape - Rev6bns Residences at Trade vends Meichi Peng Design Studio Drawn By MPDS Furniture Plan IA-500 -- --- -- Unk E1 460 Harrison Ave.Studio A6 Boston,MA 02118 Date 02109/10 Craigsvile Beach,MA t 617,521.8660 t617.521.8661 a857.222.3823 — --- Scale 1A"=1'-V CARD# TILE CONTROL POINT TILE CONTROL POINT PL-11 AC-3 PL-14 r LE PL•12 T NO T-3 STONE BASE -- SB-1, -- ---- GUEST BATH - ELEV GUEST BATH - ELEV (2: F i SCALE: �/" = 1'-Q" Dj SCALE: 1'-0" PL-10 PL-9 HW 1 MEDICINE CABINET, -- i ® i AC-1 SEE SCHEDULE ——— SEE LIGHTING �` �` `` 2 ST-3> GL-1 SCHEDU T STONE BASE STONE BASE STONE BASE SB•1 — ——— —— — �� SB-1> _ SB-1 10 e L777�� 41-zm GUE��/4 T BATH�- E�LEV�. GUESTB ATH - ELEV GUEST BATH - ELEV '" GUEST BATH - PLAN SCAL2 E " = 1'-O" SCALE: '-0" SCALE: 1/4" = 1'-0" SCALE: 'Y' = 1'-0" 1'-64 SEE LIGHTING SCHEDULE MIRROR,NIC PL-7 PL-6 PLC AC-1 AC-0 VANITY BY OTHERS STONE BASE $B-1 T-2 N POWDER ROOM - ELEV POWDER ROOM - PLAN SCALE: � = 1'-0" 1 SCALE: ?a" = 1'-0" Latimer Residence Job No. Latimer-Cape Revisions UResidencesatTradewnds �HarrisonAe StAoA Btaston,MAU118 udio Drawn By MPDS Date Q21Q911 Q Bathroom Plans & Elevations IA-601 Crai svile Beach,MA t:617.521.8660 t617.521.8661 c:857.222.3823 Scale 1/4'=TV CADD 9 PL-11 � r r r � GL 2 l 1,--FP7L-13 V7 I TUB Q PL-1B STONE BASE - S&1 ---- - -- ,- L-17--- ---- - MASTER BATH - ELEV (::D7 MASTER BATH - ELEV *_MASTER BATH - ELEV MASTER BATH - ELEV ,� _ , SCALE: 1/4 — 1 -0 SCALE. 1/4" = 1'-0" SCALE: 1/4" = 1'�0" SCALE. 1 4" = 1'1 -0 ------------------ ST-3 3 AC-3 i i PL4 — SEE LIGHTING i i `f' '"' PL-17 SCHEDULE 1,�" - AC-6 AC-2 MIRROR,NIG / — T-3 \ 2Ll T^� 3'-11 1f4" 1'-3" ,' (ST�3 �n 4 AC-1 STONE BASE r STONE BASE M — STONE BASE 5'-2" _ ( 2 IA801// r MASTER BATH - ELEV MASTER BATH - ELEV _ MASTER BATH - ELEV MASTER �TH - PLAN 4 SCALE: 1/4" = 1'-0" SCALE. 1/4" = 1'-0" = — - „ — SCALE. 1/4 1 -0 SCALE: 114 — 1 -0 Latimer Residence Job No. Latimer-Cape Revisions Residences at Trade Winds Meichi Pang Design Studio Drawn By MPDS Master Bath Plan UnitE1 460 Harrison Ave.Siadio AB Boston,MA 02118 Date 026114 & Elevations IA-602 Crai sAle Beach,MA k 617.521.8660 f.W.W.8661 c: 57.222.3623 Scale 114"=1'-0" CARD# i i FACIAL PANEL MAGIC CORNER—,,,," I PL-2 IFLk- - - i --- -- MICROWAVE PL-3 AR 7 -7 -- - -- - --- I I I I I r r � r KITCHEN KITCHEN - ELEV _ KITCHEN - ELEV SCALE: 114" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" -- PL•1 i i----� I I I ! I I I I I I I STAINLESS STEEL HOOD —� WINE FRIDGE �FAC IAL PANEL BACKSPLASH AP-00 AP-�2 I it -- DISHWASHER FRIDGE I f AP-1 �.. — STONE COUNTERTOP 5 APPLIANCE GARAGE MITER JOINT I ! •• I PULL OUT TRASH 000 • 000 r PULL OUT STORAGE f' J 6 FOR DOG FOOD I� I� STONE COUNTERTOP —' RANGE f {ST-2 FA—P7-3 KITCHEN - ELEV KITCHEN - ELEV 10 KITCHEN - PLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-O" _ , SCALE: 114 1 -0 Latimer Residence Job No. Latimer-Cape Ra*bns UnkResidences at Trade vends Meichi Peng Design Studio Drawn By MPDS -- Kitchen - Plan & Elevations IA-603 460 HaMson Ave.SW[o A6 Boston,MA 42118 Date 026110 Cm svile Beach,MA t.617.521.8660 t617.521.8661 a857.222.3823 Scale AS NOTED CAQQ# EQ. -- -- EQ.-----; �- LINEN STORAGEFF GLASS FRONT STORAGE W1 ADJ SHELVING — WOOD PANEL — 1112"PICTURE FRAMING �? BY OTHERS _c-, WI 112"REVEAL,TYP. 1 ce}-1) —FWD-9 MIA STORAGE "D�O - N WB-1 T F-6114" - ---f -- EQ. EQ. VIF VIF ! S3�ELEVA�� vON MASTER BEDROOM ELEVATION a@ DINING ROOM CALE: 114 = �0" SCALE: 1/4" = 1'-0" -- --- --- ---- _ _----------- -- --- - Job No. Latimer-Cape Revisibns Latimer Residence -- p -- _- _- _ _-_ -___ -___--_ ----- - ResidencesatTradeNrnds MeichiPeng Design Studio �arawnBy�MPtiQS � Interior Elevations � IA-701 Unit El 460 Harrison Ave.Studio AB Baston,MA 02118 Crai svile Beach,MA t:617.521.8860 M17.521.8661 c857.222.3823 ---- ---- --- -- ------ - - - - -- --- Scale AS NOTED CADD# GLASS PARTITION -- TUB FILLER _ ---GLASS PARTITION Y. 1'-3112 STONE SURROUND 9„ STONE SURROUND 2" 2" —BATH TUB —BATH TUB _ --- - 2 LAYERS 5/8" MOISTURE2 LAYERS 5/8"MOISTURE RESISTANT CEMENT BO RD --'� RESISTANT CEMENT BOARD ON 2X3 PRESSURE TREATED ON 2X3 PRESSURE TREATED WOOD BLOCK FRAMING WOOD BLOCK FRAMING --STONE SLAB FRONT FACE M - TILE BASE STONE TILE FRONT - FACE -- -- TILE BASE A ; 4 4 ; 4 a 4 0 4 0 4 + A A < A 4 4 G o I o D • D • D ,I • a o •, • • d • d ' d w d e d V 4 , ♦ d ♦ C , d w G a 4 • d ♦ d a c e G a C ♦ .. o • a ' d G v a • a J I DETAIL @ MASTER BATHROOM DETAIL MASTER BATHROOM SCALE: 1 1/2"=1'-0" SGALE: 1 1/2"=1'-0" Latimer Residence Job No. Latimer-Cape Revisions Residences at Trade Winds Meichi Peng Design Studio Drawn By MPDS Unit E1 460 Harrison Ave.Studb AB Boston,MA 02118 D6 LI09/1 Q - - - Bathroom Details � IA-801 Craigsvile Beach,MA t:617.521.86@0 E617.521.8661 c.857.222.3823 _ --- - - Scale IA'=1'-0" CADD# - E _ .-----H2O HEAV DUTY CAST IRON FLAME H2O HEAVY DUTY ; DESIGN': CAST IRON FRAME AND COVER PAVEMENT DESIGN: MINI. AND GRATE GEOGRID ISI 14 000 or M '' ( TENSAR BX11O0) H � M CO,CRETE STRENGTH Fy - 3,000 PSI MINIMUM CONCRETE STRENGTH Fy = ' ' MINIMUM STEEL STRENGTH Fb = 60,000 PSI b 3 000 r Si LOWEST ,RIM - p M STEEL STRENGTH F = 60,000 PSI AT ELEV 14.0 - 4 OZ. FILTER FABRIC MINIMUM - - ALL CONNECT/ONS & SPLICES TO BE TIED PER CODE ALL CONN.'�CT/ONS & SPL/CES TO BE TIED PER CODE 6" MIN • :. N r. VENEER,- .* ECTURA VENEER. STOCKADE FE #4 RE-BAR ALL AROUND ARCHITECTURAL l/E :' ;. , :. ..., TICS, STUCCO SHRUBS TOP WITH , V NCE, RE- BAR OIL CHAMBER I .. .•. :..:..,,... : : ` 1$ MIN. - 3 OVERLAPS #4 RE BAR ALL AROUND LA T H STOCKADE FE LATTICE, <�T UCCO SHR I 2 6 D,A. OUT- . :. ' : .; ..>.;.,::: ":. . : ' :::: :: `:: :.E:' :°..: ' : n OR.`DEC , UBS I 3000 GALLON 8� 4, .. .: ... .� . , 48 MAX. ORA TlI/E BLOCKS TOP WITH 3 OVERLAPS H2O "SEPTIC TANK" - LET , IPE � 12,' OR DECOF'A7/�E BLOCKS GRADE VARIES I (OR EQUAL) SEDIMENTENT CHAMBER 8 DIA. PIPE ELEV 16.0 ELEV GRADE VARIES, SEE 12" ELEV SEE PLAN INVERTED 40" MIN. PLAN ELEV 14.5• AS A CATCH BASIN 6„ STOP ELBOW ,r 18 RE-BAR _ �'` 6 ELEV GRADE VARIES SEE PLAN ` 61-5„ - 16" MIN. w P,�VEMENT ' TRASH SCREEN '. LOWEST AT z MIN. N mj 3 r, M2' MIN. �' %\ \ \ \/ / / ELEV 10.5+/- 3 MI #3 RE-BARS c 12" O.C. IN. CATCH .'. %\/j//\j\\ \\ \%\\/\\/\//�//�\//\/\\ � I IL #3RE-BARS © 12" O.C. WEEP HOLES BASIN �. i\//\j\\ \\\ \\/\/ �// /j\/\\%\\ \\ \\� 6 MIN. �, c• ,r - S g O.C. I6.5 i� g„ 0 SUMP /\/ //// /\/\\ \\ \\/\/ // / /\/\ \ OF 3 4 TO 1 1 2 STONE #4 RE-BARS © .C. #4 RE BAR Ca 12 '\\ \\ \/\// /j//\/j\/\\ \\ \/\// /j// / / o VARIES ASPHALT COA & DOUBLE cL 7.0 AT ELEV 7.0+ o„ a ' , '; : o• a' 7.5 FROM 6 MIL POLY S'E:ALAIJT F� VARIES ASPHALT COAT & DOUBLE . . / f• '; . ' ,a' ELEV 11-15.5 27" c>' 8.0' FROM 6 MIL POLY SEAL AN T p• ope.0e .pe epe: .ps eps e..�,.o..s soe e e a . 6 GRAVEL LAYER I cL ELEV 9 10.5 27 .o O .O ape e e ecss a e o a s A• .o .o .o OF 3/4 TO 1 1/2" STONE 17, L 18" ELEV 8,5 18" ELEV 10.5 I u. I ELEV 9.5 30" 17„ MIN90"LONG 3R -_-BARS 18" O.C. ELEV MIN. 1 MIN. 7.5 30" 17 #3„RE-BARS ® 18„ O.C. I MIN. 0 LONG i TYPICAL CROSS SECTION 3RE-BA " _: ELEV 8.5 # R,, 1 CATCH BASIN SUMP - AS SHOWN ELEV 6.5 #3 RE-BARS TO BE PLACED ON AS SHOWN TO A RETENTION SYSTEM __._ 7-T- ' ��'�� __.- VIRGIN_}_ OR COMPACT=L�SAND �'1 �11� TO BE PLACED ON VIRGIN 3"3„9„10„ 10„ 9„ 9„3„ 3„3„g„ „ „ 10 10 OR COMPACTED NOT TO SCA,►._E: 9 9 3 SAND _ 56"-----I T SEE SHEET 1 OF 2 FOR 56" - INSPECTION SCHEDU SEE SHEET 1 LE OF 2 FOR INSPECTION SCHEDULE I CROSS SEC TION I CI?OSS SEC TION/ 2 3,000 GALLON • DESIGN: MINIMUM CONCRETE STRENGTH F = 3,000 PSi % DESIGN: MINIMUM STEEL STRENGTH Fb = 6C,uG0 PSI MINIMUM H2O "SEPTIC TANK" I CONCRETE CRETE STRENGTH Fy = 3,000 PSI (OR EQUAL) AS A - MINIMUM STEEL STRENGTH Fb = 60 00 3X10 WOODEN GUARD RAIL 0 PSI CATCH BASIN -_ � _ �.. � � - `� ALL CONNECTIONS & SPLICES ---- , TO BE TIED PER CODE -" GALV BOLT, WASH E & NUT ALL CONNE-TIONS & SPLICES TO BE Tl - GALV STEEL POST ED PER CODE ARCHITECTURAL VENEER.- GALV ANCHOR BOLT WASH i DECORA TlI/E BLOCKS 36" E & NUT (TYP) ARCH/TECTiJRAL l/ENEE H2O HEAVY DUTY � 3 R. IRON FRAME OR SHRUBS MIN 12 RE-BAR ALL AROUNb STOCKADE F ICAST AND GRATE II I _ _ _. I ,,, FENCE, #4 RE-BAR ALL AROUND TOP WITH 2' OVERLAPS LATTICE, STUCCO, SHRUBS TOP_` WITH 3' OVER II OR DECORA TI VL- BL OCKS GRADE OVERLAPS 7,-O,r - _ - ELEV 15.5+ - E CURB W RE-BAR A AI�� 1 „ VARIES H2O HEAVY DUTY 6" ELEV 23.0 / NC'-TORS CAST IRON FRAME I - AND COVER _. _ 6" ELEV GRADE VARIES, SEE PLAN -... 3„ MIN. _ -HIGH CAPACITY H-20 __ 3-R YPICAL TOP VIEW I I INFILTRATOR CHAMBER _(TYP.) E BARS © I O,C. i ELEV 9 TO ;15 � `�. � � 6.0' � , ^� `4 RE-BARS � ,' � , TO » o ,. � 1 1f L ,� r,DP4E SEA 'PL ; ELEV 8 TO 14 , .-• ,. � - ,r-• -- �- nF R F�� ELEV 16.0 w: A.; S'�.�v,N _... -�; r - - ---- - -- - -- - - - n i R C _� • c ,.w. � �k.r'a-.� . � /�C�D ON A1.F;GIN I . . 10 5c P� �-._._._._._._.� ._ - u, 0� COMPACTED SAki� >; r, ,,___ _ I '- OMPr�CTE� -SA I r F GRADED GRANULAR BACKFILL (PEP, COMPACTED, WELL G . - �� S6"----�-� SEE SHEET 1 OF 2 FOR _ , � , - SEE SHEET 1 "OF 2 'FOF� SYSTEMS REQUIREMENTS WHICH CONTAIN AN EVEN DISTRIBUTION OF - �" INSPECTION SCHEDI�LE INSPECTION SCHEDULE- `' MOIL THAN 10 % FINES�PARTICLE5 PASSING 000 or TENSAR 8X1100 THE # 200 SIEVE) RANGING FROM SILT THROUGH'SAND TO GRAVEL GEOGRID (ISI 14, ) (MIN. OR 95 % OF THE MODIFIED PROCTOR DENSITY) GEOMEMBRANE LINER PAVEMENT T yP/CA L WALL CROSS SEC TION CROSS SEC TION 3 GEOGRID MUST I,�/ / / EXTEND 5 BEYOND - , .�;.> :.' t:.; >:r.'... a; .:: W/ TH GU�1 RD Rol IL THE FOOTPRINT OF \/\\//\/ ... : .�, 12 y SOD GRASS PLANTING INSIDE CELLS ,\ :.,' ::;t.� r 18 48 GRA SSROA D PAVERS 8 PLUS tm THE CHAMBERS �s -r• - '� MIN. MAX. Q INSTALLED PER MANUFACT. SPECS. ' '" '` 3 4 TO 1 1/2" i\ , ELEV 5o OR F FIRE ACCESS WASHED, /\ W---s 7 1 4" CRUSHED STONE ��\ 16" a Z a J ELEV 40 ui COMPACT BASE TO A MIN. OF 95 % OF /\/\ ELEV 4oa U ----- --- - SANDY L OAM TOPSOIL N ELEV 30 THE MODIFIED PROCTOR DENSITY \\�\ \\�\\��\�/\//.�//% /�/i\\/\\i\\ �\ 6" r _ _ � b o ELEV 30 �JJ N ) 0 0 o5 HIGH CAPACITY H-20 51.7' 0 INFILTRATOR CHAMBER (TYP.) tram -- o �'� ���REA N ELEV 15.33 MAX ELEv 20 NOTES: i _ -- PROCESSED BLUE STONE BASE PREFABRICATED PIPE SEALS AND CHEMICALLY FUSED SEAM' SHOULD BE USED AT ELEV zo LL EL _' ELEV 16+ - _ ' OUTLET. TOP OF CONCRETE RETAIN. WALL ELEV 15+/- OR EQUAL) CONNECTIONS AND JOINTS. THIS DESIGN MUST INCLUDE AN OU ..., FILL ' FLOOD ZONE (ELEV 11) ELEV 10 I �7I O N ELEV 10 LEACHING BED END VIEW SECS EXISTING GRADE T F e � +�oeR- -1=LE� +-t --��-B� TYPICAL CROSS SECTION - - ELEV 0 NOT TO SCALE ELEV s u �; OF HARDENED DRl l/ _W Y 'r?O s SBCTIOPV �1 -20 0 /0 20 2ALE1 INCH = 20 FEET �' s� E PROPOSED CONSTRUCTION tii , 5��� pgialN DETAILS AND PROFILES AA & BB t�iiAI �� � LACES AT TRADE FYINOS THE RESIDE o ELEV 50CIVIL t e° r, U- ~ 2?4 P a Loc. 780 CRAIG VILLE' BEA CH RD. ELEV 50 r �. T� OP OF PLATE ELEV 42,17 ELEV 40 r� of .-__ BARNSTABLE, MA _ � ��� _ �\ RVIL BPaSE9 $6DG- B " �' W o wtC �s CENTfRVILt ___^�__-,� CENTE LE -- � JQ ELEV 40 - S o " ���� CRAIG R. SHORTo P. E. � � ELEV 30 EA � � 235 GREAT WESTERN N ELEV 30 - '� co RflttND-EtE`L�2: __ -T:fl:F:-€t€ . _ ELEV 20 ��� � pg,�P'��1P� P. 0. BOX 1044 fax. EXIST. WALL TO BE REMOVED cv Tom^ > off. R8P9SED WAL - � . , `f c� � 508.398.831> SOU7N DENNIS, MASS. 02660 508.398.3063 04 ELEV 20 REMOVE__ FILL TOP OF SLAB EL 15.5 i DATE ULY -- TOP OF SLAB EL 15.5 FILL - fit{. ZN - � _-- SCALE " ' ELEV 10 �� .q i " � ;,? REV. AUG.G 24_2004 1 = 30 ----- --- _ � � RE-Y. OCT. 7 2004 - w u .x ��� '10 \l S REV. OCT. ,20, 2004 ELEV 10 - - v t341 `" REV. NOV._ 3, 2004 JOB N0. LAKE ELEV 0 REV. DEC. 15. 2004 1-999 Esser' REV. 1►TAR. 10�2005 SUFWN REV. MA Y_L0, 2005 ELEV 0 A tIG. 9�_2005 CROSS S C l_ON "BB" SHEET 58 OF 5 E T J 0046 �. � 1 ' RLv-SEPT 13 2005 ?0 0 ,I 20 REv. APR. - 200_ - 01-0999 TradewindsR56.dwg REV. 20_06 C2006 CRAIG R. SHORT, P.E. REV. SCALE 1 INCH = 20 FEET --1-RESOURCE PROTECTION 0 VERLA Y D/S FR/C 7' A WLF17 (AKA RPOD) V �Ll�x ,/• � Ate. WETLAND FLAGGING � r B Y LISA HENDRICKSONEL lZ� BE F1 96LAKE ^WF18 (WETLAND sciEN77sT)WF19 FLOOD ZONE B O WLF15 , P� PER FEMA FIRM MSP #250001 : WLF 4 'A \ � 0008D DA TE 712192 lo WLF20 PLAN BOOK 407 PG 26 �•��'� '�✓ INLF12 1 � WLF21' i, / \ RETAIN WALL & FENCE ` ; (OR GUARD RAIL) 1 STAKED SFRA WBALE AND n 5 i l �� 1v � FILTER FABRIC SIL TRA TION BARRIER AND �O CONSTRUCTION WORK LIMIT 6. WORK LIMI F FOR i'• ,�• ;1 (I.E. AFTER REMOVAL OF 11.43 \`\ :�•� F9, x / % pip -, !� \ ,l \QEVEGE!TT/ON. o STRUCTURES & PAVEMENT) x 11 .84 ^ ,� / \ WLF23 - FENCE \ \ I i x 15 X 15.0C� A � `�G =� A MY25 _ �1� 7.8 \ v.; EXISTING -� 2y .',� F 4 �.P 2 3 F26 .-.�- II~ GAZEBO WLF7 / PR SLED p \ n - EXISI tT/G SHED.`. NCE * Q I TO BE REMO VED \- �/ / OOP 0.2 6 B Y HAND xx � �. a� 4 x ��5 �� I '� �, �� �KF33 V \ ,1 A - // 2 3 , , , I �0 14. _ n WLF27 WLF3b _ PRIVET HEDGES T(I BE ' 1 N F,)9 8 1 ' WLF32 / 'x►11 .68 1 1 ® �WLF28 J ' t\ -__ gyp. � 10 09 / \ '�� - `•" `'• � REMOVED AND REPLANTED �t ,`� �y , �- � "• ` '` � 0 ^ 3 ! �N A i� \ SEE PLANTING P1 AN ' I II �� �` �. 0� x a\ '4 U' I .85 b2 �\ �'�A 1 1 , 1 EX/STING- �_� - \ � .!'iLFI p�� �� x ( 1. % . BUILDINGS TO 3 � F �✓�,.. � N 7C \�.4 \ REMOVED ANG' EX15'1`IN& o- x AREA TO BFBUILDING x I I s uc �` \ c\ l ail WL 1 1 1 sL 0 ;�. ''� _ \ ` \ / 14.5 RE- VE E: l[=0 u�r awo 5 1 X ED AT c �: •� <�a i 11 ' A 7ERL/NE 2�' - \6, g \ TlO WLF125 \ \ \ o J EXIS` NG - = ,� x �y Ile o LAKE /: \ 1 - BUILD - Ii ELIZABETH �I/ v \ I AE L • x x ' \ S[ nP = 17,58 10.43X 1 = I F1 9 x 56.69' \ f _ E 009 14.39 •;187, _ x �t Q 50 �, 3 c . CENTERE I x xTERL IN - S LAKED STRAWBALE AND FlL TER FABRIC x 1 \ i SlL TRA TION BARRIER AND CONSTRUCTION x 0 7 8 ., I i DIIORI' LIMIT (L E. ,AFTER REMOVAL �\ �" ! ` ! . ST L'CTURES & f�A l/EMENT) F1;,0� 1 °/ " . I / - cr _I - x. ,1�7. 44 ANO 1 `^ w c,Z, A'- x o ® --/ WBALE TA N tRA ILtR t14N' St KEp FA RIC E EOEtA I M_Fl 1 2. '� �x� i , -, x - l AtER BOR R V �� �• cr � � � � � '� _ - � EtAINING FIARRIER F _ LIMIT OF RED I', / I ' POOL �, i14� �� - 2 B 600 GALLON LEACH PLT WTH 4' of •STONE W, J I I I r �p ^ yS QO ` x _I x 1 6. N/ALL x �' 4 �• 7H SOLID COVER FOR POOL \i. � s � 1 ��'�.�'Ox ' `�-' � � 2 x A FENCE „ . 1 J. 8 0 1 I . `J�' / \LILY CREEK � II BACKWASH. POOL DISINFEC777N SHAl.L BE BY OZONE lN,/E'C770N OR I �.I _ _ I l 1 ' AL7ERNA7E AS APPnJVED i r!L C�JNSERVA77ON COMMISSION. DRAW / x POOL 10. ; x 1 �^ n_ _ _ x - -4. \, I' DOWN WA TER FROM 7HE POOL .SHALL;BE .SENT TO 7HE LEACHING BASIN. I x � 20;*40•x ( � � ESE I S IRS x 1 �. 10 �' x x r� 1 r 1 63 "' cr I ;_ R J L WLF133 x \' \ `'` D �' \NERD Q,' ; r1 i, �o ® ,1� ��, � � F R 3 �-,L,� �/ •'- �� --- � i ! � n I f �00' iT/VEI�F/'O - 9.8? E \� �- E��CA�N�c�. f I i n ,J 1 3r I VERFf �, � ;P.I. err= w 1 WnR � E = Y F� oI1,K� - R-30 I 1, I ON E F lY_F135� i \ .�100 - i �' Pg0. oX' * 47 \ A I C _ y I �10261 u RK- f I STOCKADE �, �� a 4J'6' �N�N�%/ FL OOD ZONE B FENCE TO BE 1 4 �' 30 �OLT _ 18.72 PER FIRM MAP I REMOVED 1 I I np x t r- �' �x I to VAnON, 0 m I L RECIR. 250001 0008D 1 R=3o CID �N E E I , °' � � �' New) PIPE - 0 DA TED 7/2/92 wLF13sL 1 1 I �, _�� ix9.71 GRANITE CURBING POSED K VINYL LINER - --- ,,�-12 ' 4 ' BY F.E.M.A. \ Ix 1 I I 4� . _ 19.80 ALONG ALL PRO SS WAI -- •--------- - 1 I EN TRANCES O R 0 ,I I 8 , W F14 \ ? I 1 1 1 x\1 7.9 4 x .49 A L_ 3 A n WLF139 \ 1 1 \ i x \ WI42 � W F140 8.53 I I �� .p / WLF144 'A L P li .ryS \L / 29WLF137 I I x x j OF CUL VER `- � �' WLF138 x !8.71 ; y� x - Eo�E - 2 3 5 2 x Q �04A AWLF145 x 9.62 . x jx x \ �; \: 7.5` �� . � ° 7,78 SITE PLAN I \ WLF146 WORK L/Ml T FOR V - l REVE-GETA TION / �� Jo 0 15 Jo � V�` \ \�� Xv • SCALE 1 /NCH = JO FEET � xj�C 52�'�15. �QE \ \ \ �, � ,RECIR. �= j x 8. 36 8 5c, �� / / �, SLOPE= 17.6J-9.23 X100q =12.22 �189 V ` - 8. > > i / ; � _ f�8.5 PUMP x x + Y / Q i !ATE.' THE FOLLOWING UTILITIES MUST BE RELOCA FED \\\ �' �J 6, 8.30 JP� /� �� ` OR TO INS TALLA TION OF SEPTIC SYSTEM: LAND SUBJECT / G� L:LECTRIC SERVICE LINES \ \ ` �``� I TO STORM WA FER ! / Obj/K� I�/2� GAS SERVICE LINES \ \ \\ \ \\\ \\\ 0- U BOX FLOWAGE '�/ /,x OF ; WA TER SERVICE LINES 1 x 1o. _' REN - 1 I 8. 89� / . � --- ------------ W 11 x, / 1=-' Tl'rl 5_ & B.O.H. VARIANCES REQUIRED: SEPTIC DETAIL 8 ' �- �', x 1/.5, 1 "J 15.211 MINIMUM DISTANCES: 10 o s 10 V V ELEV 11 = COASTAL BANK - ,0 O /, Q � �• / � (PER ELEVATION) DID NCE BETWEEN S.A.S. AND CELLAR WALL SC.A'E 1 INCH = 10 FEET ,. i S' VARIANCE REQUESTED. LEGEND: m I\ / x �6,o,` `\ \ - -'�' TOWN BARNSTABLE B.O.H. T PROPOSED CONSTRUCTION TOWN WATER-w -w -w - \ /; 10. 08 �� ?'L /, VWATER SHUT-OFF '& J OO / .� O �, / Jb f.'r' /III SECT. 1.00: DISTANCE OF SEPTIC TANK, PUMP CHAMBERS 1N MAIN SEPTIC M P E SYSTEM LAN 2.91 Af': . '.PiNG FROM WETLAND; 100' REQUIRED. 75' PROVIDED. FOR ' WATERL V~L G .`.;' VARIANCE REQUESTED. � THE RESIDENCES AT TRADE' WINDS GAS LINE-crs-cis---cis- f� f� , � / GAS METER. . . . . . . . . ® . . . . . . . . . . . 0 /' / / O, / I GAS VALVE �' O / / / 0� ;,ANTED BY B.O.H. ON 1 /8/2005 ; f ELECTRIC LINE E E 0 / , / '� •i , '�POND j LOC. 780 CRAIGVILLE BEACH RD. __..- ELECTRIC METER ® Q \ / ' / / . 2. 49 ���_ RI�R � � BARNSTABLE, MA ELECTRIC BOX � lL PROPOSED 1 0 38 / / •• I -z (�� CENTERhCLE --------�� ELECTRIC MANHOLE . . . . . O CENTERVILLE CATCH BASIN S®j /-' 60x120' x CESSPOOL' TENNIS COURT / \!/, 8" WIDE BY 24" DEEP GRAVEL DRAINAGE P ,� LEACH PIT Q / TRENCH ALL AROUND TE1/NIS COURT ��� CRAIG R. SHORT, P. E. CLEANOUT -•(D'C.O. oR�� P��� 235 GREAT WESTERN ROAD EXISTING SPOT ELEVATION x 0.0 / �' / �P�ti off P. 0. BOX 1044 fax. EXISTING CONTOUR (O.0) / x / �>/ / fib? - F7 �p 5J 508.J98.8.311 SOUTH DENNIS YASS 02660 5oa.398.3063 FINAL SPOT ELEVATION FINAL CONTOUR /, �� / `��/• 0 IN S REV. Auc. 24, 0004 DATE 2004 FSCA E FLAGPOLE. r . . . /; .�'' ,�° c� � x -REV.--OCT. 1- = ••_ 00 SF I IA . `, Bfq J 7-2004 L HYDRANT. . . . . . . ._.,.. (OPTIONAL / x /1 �1 1 30 LIGHTPOST 7.5 - RESERVE 'I 10 Loa/s REV. OCT. 20,_2c704- MANHOLE. O . . . . . . . 0 - / / s v t o. 41P --REV- - JOB N0. ' S.A.S. AREA % ,�'v / REV. DEC_. 15,_2004 ); / � � -- 2004 1-999 SEWER LINE-s -s OBS. WELL - � � \ \ J � I / \. ��,��f _ REV.-MAR. 1.0, 2005 SEWER MANHOLE' QS tP' C\1 \ ' �0 VAP _REV_AUG 1_9 2005 REV, Y. SOIL TEST LOCATION Q REv. SEPT. 13,_2005 SHEET 4 OF 5 J 0046 [::::j0CATI0N TELEPHONE BOX M - REV. APR__,25,_2006 UTILITY POLE. . . . . . . . . . .`�. . . . . . . 01-0999 TrodewirrdsR56.dwg _REV._ JTJ1VE' 2, 2006 02006 CRAIG R. SHORT, P.E. -- REV. WETLAND FLAGGING BY LISA HENDRICKSON (WETLAND SCIENTIST) L0CAT/ON BY OTHERS GENERAL NOTES : SEE NOTES 1.) LOCUS IS COMPRISED OF: ASSESSOR'S MAP 226 PARCEL 140/001 MA �.% AL �.�\ LOT 1 - LAND COURT PLAN 8993-8 i' AL �':. CERTIFICATE OF TITLE No. 182758 LAKE ELIZABETf� \ F OWNER: c/o JAMTRADE IESD WALSH, MANAGER S RESIDENCES, C GP JR., 94 SAINT BOTOLPH STREET N �� Z�� B ,/ � \ � � \.\ S� BOSTON, MASSACHUSETTS, 021`16 WM� �wr� % 1 •\`\ P�N�ER 5 WETLAND FLAGGING ff �y�" —�' �P� ` . . �R BY LISA HENDR/CKSON 2•) PLAN REFERENCES: . \\� ���N (WETLAND SCIENTIST) � ''/ / 1��°° I `'•'. LOCATION BY OTHERS CEI HELD p ND LOCUS IS SHOWN AT LAND COURT PLAN 8993-A EMH \`� SEE NOTES LOCUS IS SHOWN AS LOT 1 AT LAND COURT PLAN 8993-8 LOCUS IS SHOWN AS "LOTS A, B, C, D AND L. C. PLAN #8993B - LOT 1" AT PLAN BOOK 402 PAGE 26 o 3.) LOCUS IS SUBJECT TO: CE/DH END so /WALL ET. C) °��� \ :`� 1� E RELOCATION OF CRAIGVILLE ROAD - 02-05-1931 - DOCUMENT 5489-1 AL \:'. � � / BOLLARD � ,9- �� �2 \ �°�� 1'' / (TYP.) ti.0 `` ` o• '\ / .iiliLAL BARNSTABLE CONSERVATION COMMISSION ORDER OF CONDITIONS LEACH AL 05-24-2005 - DOCUMENT 10003359-1 - DEP FILE No. SE 3-4385 AL A I BN K P O °' y9 0�0• ,I,- EASEMENT/REGISTERED LAND - VERIZON NEW ENGLAND INC. • AL AL 40.1' �1eL1Ii'L• 9 `���� ��o O o \ C°C 1cC SHED 12-14-2007 - DOCUMENT 1079009-1 U21T sn\ `� J� J��^O �� iiii \ \ (S�,�tie�FT� IP END 0 `II UNIT 1 �''j I~ J�0 2p o Q ���G���� /�G 96j T�SJ S B/DH END �' = �� NOTES ll 16.1' \ �' OBSERVATION p Gti�oo coasraL BANK N ALL BUILDINGS SHOWN ARE UNDER CONSTRUCTION 18.5' ' 1 PE y. ij> >9 iii - (PER ELEVATION) ►� F x N� �R. BUILDINGS D AND E REPRESENT FOUNDATION CONSTRUCTION TAC RET. p` (L�PA ��J s O WALL D�NO PjE' P�PN \S • PAVEMENT BASE INSTALLED CONC. PAD/ 6' 10' l BOLLARD g�\CA00� 0O8 D T ' ` \ J `� (TYP) F��DDR�PRPS� 2 • PARKING STRIPS ARE SCALED FROM EXISTING SITE PLAN III AILOO9T �� G���o� B/DH FNo . PROJECT INFORMATION DETAILED BELOW AND SHOWN ON THIS PLAN WAS 0• �� p / OBTAINED FROM ELECTRONIC FILES SUPPLIED TO BAXTER NYE ENGINEERING SURVEYING BY CLIENT. ALTHIS ELECTRONIC INFORMATION IS DETAILED ON A FIVE SHEET PLAN SET II 1 ��F. I � WETLAND FLAGGING G� `1'' ENTITLED: PROPOSED CONSTRUCTION SITE PLAN FOR THE RESIDENCES AT BY LISA HENDRICKSON ]Y�L. �'� sMH •,! `'" TRADE WINDS, LOC. 780 CRAIGVILLE BEACH RD., BARNSTABLE, MA (WETLAND SCIENTIST) �� 8 II 10" DIAPIP. Y U/P 24/64 O (CENTERVILLE), CRAIG R. SHORT, P. E., 235 GREAT WESTERN ROAD, P. 0. -'� VENT Q .� ` 1 LOCATION BY OTHERS I O BOX 1044, SOUTH DENNIS, MASS., 02660 ... SCALE 1 „ = 30,' JOB NO. II l SEE NOTES pP5 1 ' R _ _..� 1-999, DATE (LAST REVISED) JULY 11, 2006." •I + I O� 1Pi ➢y , ° / 1y'�� R YO / 1� w N ADLA UT • BAXTER NYE ENGINEERING & SURVEYING UTILIZED INFORMATION FROM THIS III �aO, 200' R/VERFRONT ARE \ s �E gEA 9 1 COUNT ELECTRONIC FILE TO PROVIDE J. K. SCANLAN COMPANY, INC. WITH �P CONSTRUCTION LAYOUT AND CERTIFIED BUILDING ai; WEIR R�VEp�RONTAR EPtva�� /� o Gv�� ,05 LOCATIONS AS NOTED V I I \ eox Q O CRA� O2 HEREON. DETAIL OBTAINED FROM THIS ELECTRONIC FILE INCLUDES, BUT IS TN ,./' NOT LIMITED TO_ PROJECT PERIMETER',, ZONING LINE, REFERENCE DATUM, ..,n,�I.E - _s�"_..NQJ F I?r LOCATIONS SHOWN ��9 :H _..� LINE WERE NOT LOCATED IN THE` �(�P�'? fill/ MAP AL ` N �a2'x8 -BEN - FIELD Ar._) MAY VARY FROM LOCATION SHOWN. STRUCTURES AT SITE, WETLAND LOCAyI ION, "WETLAND LOCATIONS OF RED 25000' OOOW 1 VENT PIP $ PIPES SOWN WITH SOLID LINE WERE LOCATED LILLY CREEK, LOCATION OF LAKE ELIZABETH AND OTHER INFORMATION. 041ED 71210212 1 80•� BENCHMARK INFORMATION C. R. SHORT NOTE THIS PLAN DOES NOT REPRESENT A PROJECT PERIMETER SURVEY. FIELD ill I ; BY F.EMA. f 1 PLAN SET (SEE NOTES) LOCATIONS OF MONUMENTS SHOWN ON THIS PLAN ARE THE RESULT OF AN AL 1 �GP CB/DH END BENCHMARK: HYDRANT TAG BOLT 407 ON—GROUND SURVEY BY THIS FIRM WITH RECORD INFORMATION�. � N COMPILED I' ELEVATION = 18.72 NGVD FROM THE BARNSTABLE COUNTY REGISTRY OF DEEDS AND PROPERTY LINE } GE OF W���NERS 1 w �F FpPp DATA CONTAINED IN REFERENCE ELECTRONIC FILES. • � /I ♦�' O EpGE USED AS PROJEC DATUM �oD F�S� NO CUL VERT., , 5 CB/DH END PARCEL AREA 0 CERTIFIED FOUNDATION LOCATIONS AS NOTED HELD / Total Area : 253,137 S.F.* (5.81 AC. f) • SITE FEATURES SHOWN HEREON ARE A RESULT OF AN ON THE GROUND Fv� Wetland Area = 57.501 S.F. t (1.32 AC.t) SURVEY BY THIS FIRM ON APRIL 23, 2008 AND APRIL 25, 2008. WORK IN eP SO Upland Area • 195.636 S.F. t (4r49 AC. f) PROGRESS AT SITE. m Q Q J pF ' Q In a �► Y 2 LEGEND "The Residences at Trade Winds" o m EOP EDGE OF PAVEMENT 780 Cralgville Beach Road O ` o a Q • • • • • 610701 SI_T FENCE/HAYBALES Centerville, MA,,, 02632 /y� 1K � / \` J a- U ELECTRIC METER PREPARED FOR GAS METER J.K. Scanlan Company, Inc. @ GAS SHUT OFF WATER GATE 15 Research Road The intent of this Ian is to show location of existing East Falmouth MA 2 P g , 0 536 4440 HYDRANT drainage structures, septic systems and septic W �- �� �� ® CATCH BASIN tanks at this site. These delineations and rlr�E / o • SEWER MANHOLE accompanying invert table were prepared by C. R. As Built ELECTRIC MANHOLE Short, P. E. Please note: (1) pipe locations shown Ow �`-- �20o SF with a dashed line were not located in the field and BAXTER NYE ENGINEERING & SURVEYING N Q O � � (OPTIONAL � �' DRAIN MANHOLE _ RESERVE may vary from location shown. Pipes shown with L4 _ \ S.A.S. AREA) ® MISC MANHOLE 41 / o BOLLARD solid line were located. (2) Drainage system at Registered Professional Engineers and Land Surveyors South side BuildingE is show at proposed location. O \J ® TELEPHONE RISER p p 78,North Street" 3rd Floor, Hyannis, MA 02601 TRANSFORMER See Baxter Nye Engineering & Surveying plan Phone - (508) 771-7502 Fax - (508) 771-7622 BENCHMARK.• TAG BOLT 407 ELEV 18.72 ELECTRIC BOX dated: May 16, 2008 entitled: "As Built Plan as of: 40 0 40 80 SYSTEM A: April 25, 2008," with additional site detail by Baxter PIPE INVERT AT FOUNDAT/ON BUILDING A UNIT 1.3 ELEV. 18.69 ® CF.BLE TV BOX PIPE INVERT AT FOUNDAT/ON BUILDING B UNIT f9 ELEV 20.33 Nye Engineering & Surveying. PIPE INVERT AT FOUNDATION BUILDING C UNIT 16 ELEV. 19.33 ELEVATIONS OF SEPT/C SYSTEM BY LIGHT POLE/LIGHT POLE BASE SCALE IN FEET PIPE INVERT AT FOUNDARO_N BUILDING D UNIT 107 ELEV. 18.83 CRAIG R. SHORT, P.E. PIPE INVERT SEPTIC TANK h#1 INLET ELEV. 18.18 UTILITY POLE PIPE INVERT SEPTIC TANK h#1 CHEMICAL INLET ELEV. 18.65 SCALE': 1 " = 40' DATE: 05-01 -08 PIPE INVERT SEPTIC TANK g#1 RECIRCULATE INLET ELEV. 18.65 ® GARAGE UNIT NUMBER PIPE INVERT SEPTIC TANK 1 OUTLET ELEV 1759 �— — ., REV. DATE: REMARKS PPE INVERT SEPTIC TANK_,4Z F.A,S.T. INLET ELEV. 17.49 r A OF PIPE INVERT A.B.C. CHEMICAL /NL-E_'T ELEV 17.12 '�"� � ✓d CRAIG ���� SYSTEM B.'- � C�IQ'3S , CATCH BASIN ELEV 13.92 EC CtL�td. I PIPE INVERT AT FOUNDATION BUILDING A UNIT 17 ELEV. 12.44 �j PIPE INVERT SEPTIC TANK JJ INLET ELEV. 1209 1 -3rtom �E DRAWING NUMBER PIPE INVERT SEPTIC TANK . OUTLET_ ELEV. 12.02 PIPE INVERT PUMP CHAMBER hf2 jNLET _ ELEV. 11.53 r• At. 1 O BOTTOM OF S.A.S. ,41 (APPROVED ELEV. = 15.00) ELEV. 15.07 O 5/i job 0:\2007\2007-023\SURVEY\WORKSHEET\2007-023—ec—sccnion BOTTOM OF SA.S. 0`2 ELEV. 17.36 OK, 2007-023:1 NETLAAV FLAG1GM BY USA h19VDAR1a(SOMI (K7LAAfD 99DV11S1) LOCAnaV B� GENERAL NOTES : SEE PRO= 1.) Locts W Compmw OF• OWOMA Y LYSIRNCT .AIL (� ry ' ASSESSOR'S .MAP 226 PARCEL 140/001 LOT 1 - LAND COURT PLAN 8993-B CERTIFICATE OF TITLE No. 182758 OWNER: RESIDENCES. LAKE ELIZABETH IL / S LLSSH. ANAGER tl 94 SAINT BOTOLPH STREET now ZONE$ Ace'( JR' BOSTON. MASSACHUSETTS. 02116 OOOW DA7E�2 3!!!� + N J• p VX�P 0500MRME7LAAV�S BY iISA HIS 2.) ON •� (NE7LAND7) PLAN CB/DH FIND LOCUS IS SHOWN AT LAND COURT PLAN 8993-A ® LOCA DaV BY OViERS HELD LOCUS IS SHOWN AS LOT 1 AT LAND COURT PLAN 8993-B ER SEE NOMS LOCUS IS SHOWN AS -LOTS A. B. C. D AND L C. PLAN 08993B - LOT 1- AT PLAN BOOK 402 PAGE 26 3•) LOCUS I8 ACT To. �, �o• r E CB/DH FND RELOCATION OF CRAIGVILLE ROAD - 02-05-1931 - DOCUMENT 5489-1 + WALL N 1,;A A0 + AL A 16 �' � IL BARNSTABLE CONSERVATION COMMISSION ORDER OF CONDITIONS �ti a s 05-24-2005 - DOCUMENT 10003359-1 - DEP FILE NO. SE 3-4385 ® TR J�`� 2�, E` Ali., � AL 12-�E200�p DOCUMENT D10- VERI 10N NEW ENGLAND INC. + � +1 / 4o.�• ,�• � \��d��� .`� ° C]SHED ,.�. UNIT O$Q ` `�OJ\�� ,'J\�, 6h ( ( ,e 3 AL IP FND 61 + UNIT 1 G J?�O ,,• o �, �, %�(�jJ �s' /DH FND m� NOTES : i' `� '` .J�'\ n►' ° ''�q`G' EZEvf1 - a ,Q,• .�, G op COASTAL eAAnr N �m ALL BUILDINGS SHOWN ARE UNDER CONSTRUCTION h \� amour (tee E EVA WN) F D qr Gti�� `1 *s G � #,. N� �Z, •�, <y • BUILDINGS D AND E REPRESENT FOUNDATION CONSTRUCTION OVL ® .`A�G,� LT O d 'e aEr, oo Pao wl'"°- 1U�NG oA.� ALpN �c'ENS D • PAVEMENT BASE INSTALLED • PARKING STRIPS ARE SCALED FROM EXISTING SITE PLAN M 5. S ? o� o o�� ��P� Z g /DH FND $ � v • PROJECT INFORMATION DETAILED BELOW AND SHOWN ON THIS PLAN WAS���ti OBTAINED FROM ELECTRONIC FILES SUPPLIED TO BAXTER NYE ENGINEERING 0 �, G CUENX ►T 00 �d 'ti� `I' o & SURVEYING BY CLIENT. DMH +�� ea • THIS ELECTRONIC INFORMATION IS DETAILED ON A FIVE SHEET PLAN SET ME L4W RAGWG SQ ENTITLED: "PROPOSED CONSTRUCTION SITE PLAN FOR THE RESIDENCES AT BY USA HDVdtCAWV Gy H o TRADE WINDS, LOC. 780 CRAIGVILLE BEACH RD., BARNSTABLE, MA (0157LANU SCIDVnSr) fit,• ,+g S w (CENTERVILLE), CRAIG R. SHORT, P. E., 235 GREAT WESTERN ROAD, P. 0. LOCAnOW BY 07hV?S O S 24/6 BOX 1044. SOUTH DENNIS, MASS., 02660 ... SCALE 1" = 30,' JOB NO. �N07ES °y d� 1-999, DATE (LAST REVISED) JULY 11, 2006." `� + o o O o �, ® ® '�,'1O N f ZO LgYOU • BAXTER NYE ENGINEERING & SURVEYING UTILIZED INFORMATION FROM THIS WO � S BEAD O N ELECTRONIC FILE TO PROVIDE J. K. SCANLAN COMPANY, INC. WITH + o�, OO O so�"j11` AI�����Q.05.-1931 HEREON. DETAICONSTRUCTION L OBTAINED FROM THIS EYOUT AND CERTIFIED U'��TRONIC FILE LOCATIONSING INCLUDES, BUT IS CLEANOUT (TYP.) o OS GR �p77•I ^' NOT LIMITED TO: PROJECT PERIMETER, ZC;;.+NG LINE, REFERENCE DATUM, ,.. ONE B ..��. ® o °a t?J tzIAB� V o T PIP VA STRUCTURES AT SITE WETLAND LOCATION WETLAND LOCATIONS OF RED v al►, PER 01 00080 VENT PIPE o MAP all, o 25000f LILLY CREEK, LOCATION OF LAKE ELIZABETH AND OTHER INFORMATION. DATED 712192 o BENCHMARK INFORMATION FROM C. R. SHORT THIS PLAN DOES NOT REPRESENT A PROJECT PERIMETER SURVEY. FIELD BY F.E.M.A. en• PLAN SET (SEE NOTES) LOCATIONS OF MONUMENTS SHOWN ON THIS PLAN ARE THE RESULT OF AN `A +I► CB/DH FND BENCHMARK: HYDRANT TAG BOLT 407 ON--GROUND SURVEY BY THIS FIRM WITH RECORD INFORMATION COMPILED ELEVATION - 1&72 NGVD FROM THE BARNSTABLE COUNTY REGISTRY OF DEEDS AND PROPERTY LINE USED AS PROJECT DATUM DATA CONTAINED IN REFERENCE ELECTRONIC FILES. � FND PARCEL AREA CERTIFIED FOUNDATION LOCATIONS AS NOTED HELD Total Area - 253,137 S.F.t (5.81 AC. f) SITE FEATURES SHOWN HEREON ARE A RESULT OF AN ON THE GROUND Wetland Area - 57,501 S.F. t (1.32 AC.t) SURVEY BY THIS FIRM ON APRIL 23, 2008 AND APRIL 25, 2008. SITE !� ALTERATIONS AND CONSTRUCTION ACCOMPLISHED AFTER APRIL 25, 2008 Upland Area - 195,636 S.F. t (4.49 AC. t) ARE NOT SHOWN ON THIS PLAN. WORK IS CURRENTLY IN PROGRESS AT y� c THIS SITE. of `� 0 A W4 CO < `4 � LOOM The Residences at Trade Winds W jEOP EDGE OF PAVEMENT 780 Cralgville Beach Road oina • • • • • • • • SILT FENCE/HAYBALES Centerville, MA-, 02632 ® ELECTRIC METER tu ® PREPARED FOR GAS METER JX Scanlan Company, Inc. g $ v �� QO GAS SHUT OFF 15 Research Road WATER GATE o 3 HYDRANT East Falmouth, MA 02536.4440 Q ® CATCH BASIN TI>lE W o SEWER MANHOLE As Built Plan as of: Apri125, 2008 o o Q� N m ® ELECTRIC MANHOLE �A`` Of t!00 �; QJO � , 3 Z o DRAIN MANHOLE BAXTER NYE ENGVEERING & SURVEYING IS W t m MISC MANHOLE = 23874 Registered Professional Engineers and Land Surveyors MA 02601 �, ° BOLLARD ¢' 78 North Street-3rd Floor,Hyannis, M ® TELEPHONE RISER Phone-(508) 771-7502 Fax -(508) 771-7622 o v © TRANSFORMER ELECTRIC BOX 40 0 40 80 ® CABLE TV BOX N LIGHT POLE/UGHT POLE BASE SCALE IN FEET O -0- UTILITY POLE SCALE. 1" = 40' DATE: 05-16-08 0 r REV. 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