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HomeMy WebLinkAbout0009 INDIAN TRAIL - Health 9 Indian Trail Osterville. ., A= 091 — 015 Y . i TOWN OF BARNSTABLE L'C ION 9 ��gn�cq:` SEWAGE # Z0*+04 VILL, E 05�tf V%AIe ASSESSOR'S MAP & LOT OU-06 INSTALLER'S NAME&PHONE NO. .'6. M L LLB T'Ef— Zs- 5.2 ar r (�6Vcr$ Ch SE(TIC TANK CAPACITY Goo &qt_, ti-ICL �' � 2 i-�P►v� Scw�ZS LEACHING FACILITY: (type) 5°- 500(A L.C t 0^UCS)' (size) t Z Ja'Y, 56-6 , NO.OF BEDROOMS H- BUILDER OR OWNER 1 r"W .l t' OO\ PERMITDATE: COMPLIANCE DATE: Z•1i-O9 Separation Distance Between the: a # Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) 5��o?iPJ.3.0 Feet Furnished by SAV,%ygA EA5!Aeer:n SnL 428733.44 , n ia Tran—il of , 2 � F a 5 T s nk J A B �j Beach ....__.�.....�....___-- Salt 1 1 .. 2.. . 3 4 1 5 1 Marsh A 110.5 113.0 117.2 100. 103.9 ___. --- B 112.1 112.4 113.9 96.7 101.5 �! C 273.2262. 250. 246. 23 D 378. 370.1360. 373. 36:1.7 Seapuit River (ndal) jk TOWN OF BARNSTABL t t © a E ON I �1�' �S l SEWAGE # a D1C� VIiLAGE ASSES OR'S MAP & L07 INSTALLER'S NAME&PHONE NO. I i S �P 1 a 5�2 1 SEPTIC TANK CAPACITY f5;T %tA LEACHING FACILITY: (type) (size) 16 S�r � NO.OF BEDROOMS 4 ii as BUILDER OR OWNER D d PERMITDATE: 41 COMPLIANCE DATE: f� Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by A#4 � M CID AAA - 5 i COMMONWEALTHS OF 1VIASSACH[J SETT V EXECUTIVE OFFICE OF ENVIRON.MENTAL AFFAIRS'. r DEPARTMENT OF ENVIRONMENTAL PROTECTION. ,t .I I TITLE 5 OFFICIAL INSPECTION,,FORM NOT1zFOR VOLUNTARY.ASSESSMENTS: i SUBSURFACE:SEWAGE DISPOSAL SYSTEM.FORM - PART A � ,CERTIFICATION Property Address 9 Indian Trail Qstyyille MA 02655 Owner's Name:.: Rachel Mellon. `. Owner's Address Date of Inspection No-yember29. 2012 L Name of Inspector: (Please Print) James M'Ford " # Company Name: Janes M.Ford Mailing Address: P.'O.Box,49 OsCerville.MA. 02653-0049 Telephone.Number: • (508) 862-9400 CERTIFICATION STATEMENT I certify that.I have personally'inspected the sewage disposal system at this address and that the information reported below,is.true;accurate and complete as of the time of the inspection. The inspection.was 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 Titl e 5,(310 CMR 15.090). The system: '':Passes x ditiorially Passes e ds Further Evaluation by the Local Approving,Authority _ - Fa s ; Inspector's Signature: Date Novernber.30:'2012 The system inspectoushall sub. a.co o :this.inspection on to the A rovin Authority(Board of Health or pY p. P 1?p g DEP)within 30 days of compl, g.this-inspection. If the system.'is a shared system:or has a design flow:of 10,000 gpd or greater;the inspector andahe system owner:shall submit.the°report to the appropriate.regional office of the DEP:'The original should besent to the system own.,r,and copies sent to the.buyer,if applicable,and.the.approving authority. Notes 1and`Goiriimnts: a ' ****This report only describes condition's at the time of inspection and under the-conditions of'use:at that. ,.. time This in$pection`does not;address ho�y the system will,perform in the future under the same.or different. .conditions of;use Title 5 Inspection..Fonn 6/15/2000 page 1 ; Page.2 of 11 ,OFFICIAL INSPECTION.FORM-NOT'FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM r. PART'A CERTIFICATION (continued) Property Address: .9Indiari Trail Osterville:'MA. Owner: Rachel Mellon : Date of Inspection: November�29, 2012 Inspection Summary: Check A,B,C,D or E_/ALWAYS coniplete all of Section D. j A. System Passes: ✓ I have not found any information which indicates that ariy of the failure criteria described in310.CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: E � .`� � One or more system components as,described in the"Conditional Pass" section need to be replaced or. repaired. The system;upon completion of the replacement or repair,as approved by the.Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the 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 gubstantial_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'in spec,tionlf it;is structurally sound;'not leaking and if a Certificate of Compliance_ indicating that the tank is less than 20 years;p1d is available. ND explain: Observathon'of sewage backup-or break out or high static:water level in the distribution box due to broken or obstructed pipe(s).or due,to a broken,settled or uneven distribution box. System will pass.inspection if (with approval.:of Board of Health): ..... ..broken,pipe(s)are replaced.,,.., _ obstruction is removed distribution box is leveled or.replaced ND.explain: The systemrequired pumptng,mor6 than 4'times a yea :due to broken or obstructed pipe(s). The system will . pass inspection if.(with approval of the Board of Health): broke'n'pipe(s)are replaced obstruction is removed. ND explain: 2_ � i Page 3 of 11 OFFICIAL.INSPECTION FORM.-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 9Indian Trail r Osterville MA Owner: Rachel Mellon Date of Inspection: 1Voveniber 29. J012 C. Further Evaluation is Required by the Board of Health Conditions exist which require further evaluation by the'!136ard of Health in order to determine if the system is failing to protect public health;safety or the.environment c; 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 li. , tj 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 systeni'has wseptio tank and SAS and the:SAS.is within 50 feet of a private water supply well. The system fiass a septic tank and SAS and the SAS,is less than 100 feet.but 50.feet or more from a private-water'supply=Wl**i:`Meth6d used to.determine distance *Thislsysiem'passes ifthe=well water analysis,performed at a DEP certified laboratory, for coliform bacteria'and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is,equal to or less than 5.ppm,provided that no other failure criteria'are triggered' A copy of the analysis must be attached to this form. 3. Other: I i I . • ,3 Page 4 of 11 OFFICIALS INSPECTION FORM-NOT,FOR VOLUNTARYASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 9 Indian Trail. OSterVille:'MA Owner: Rachel Mellon Date of Inspection: November 29, 2012 - D. System Failure Criteria applicable to all systems You must indicate either"yes or"no"to each of the following`for all inspections: Yes No. ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS'or cesspool ✓ Discharge or ponding of effluent to the surface of the ground or surface'waters due to an overloaded or clogged.SAS or cesspool ✓ Static liquid'level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ Li.quid depth in cesspool isless than 6"below insert or available volume is less than%day flow V 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 groundwater elevation: ✓ Any portion of,cesspool 0I 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 1,00 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:,,ceriified laboratory,for coliform bacteria and volatile organic compounds indicates that the..weli is?,free from pollution from.that facility.and the presence of ammonia i;Il nitrogen anidl.nitrate:nitrogen.is.equal to or less than ppm,provided that no other failure criteria are triggered. A copy of the analysis must be.attached to this form.] No .! (Yes/No)=The system`fails I have determined that one or more.of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what'will be necessary to,correct the failure. E. Large System To be considered a large system the system:must serve.a facility with a design flow of 10,000 gpd,to 15,000 gpd. You must indicate'either°"yes".or"no"to each of the following: (The following criterialapply toaarge syst ems'in addition to the criteria above) Yes No the:'system;is=withm 400 feet of a surface drinking water.supply the;system is4ithin_200 feet of a tributary to a surface drinking water supply the'.system Is'locate d in a.nitrogen.sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone;'LDof?a public°'water'supply well If you have_answered."yes"to,any.question m`Section E the system is considered.a significant threat,or.answered "yes"in Section D above thellarge system has failed. The owner or operator of any.large system considered a significant threat under.-Section E dr Eiled.under Section D shall upgrade the system.in accordance with 310 CMR 15.304. The system-6wher''should co.ntactithe appropriate regional office of the Department. El 14, :': 4 Page 5 of 11 OFFICIAL INSPECTION.FORM-NOT•FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 9 Indian Trail , Osterville;MA Owner: Rachel'Mellon Date of Inspection: . November 29, 2012 Check if the following have been done:..You'must indicate `yes"or."no"as to each of the following: Yes No ✓ .Pumping information was provided by the owner occupant,or Board of Health ✓ Were any,of the system components pumped out in the.previous two weeks?_ —. ✓ Has the system received normal flows in the previous two week period? ✓ Have large volumes.of.water been introduced to the system recently or as part of this inspection? ✓ _ Were as built plans of the°system obtained and.examined?(If they were not:available.note as N/A) . _. ✓ Was the facility or dwelling inspected for signs of sewage.backup? ✓ Was the site inspected for signs of break out? ✓ Were all syst'em'comporients;excluding the SAS,located on site?; ✓ >> Were the septic tank.manh�les 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 fa'eility`owner(and occupants if different.from owner)provided with information on the proper maintenance of.'subsurfacesewage disposal'systems? The size and.location of the Soil Absorption System(SAS)on the site has been determined based on: Yes No ✓.. Fxisting inf5rth4tion' '.Vora!example,a plan at:theiBoard of Health: ✓._ heterm'ined in th'e-field(if any of the failure criteria related to Part.0 is at issue approximation of distance is unacceptable)[3310 CMR 15.302(3)(b)] ,6` 7J. i ;, t Page,6 of 1 l OFFICIAL INSPECTION.FORM NOT."FOR VOLUNTARY.ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION ra Property Address: 9Indian Trail Osterville.MA". Owner: Rachel Mellon Date of Inspection: November 29J, 012 FLOW.CONDITIONS RESIDENTIAL Number of bedrooms(design): 6 Number,of bedrooms(actual): 0 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd k#of bedrooms): 0 Number of current residents: 0 '- There is.;no house.present :':' Does residence have a garbage grinder(yes or'no): .No Is laundry on a separate sewage system(yes or.no): .N•ci [if yes separate inspection required] Laundry system inspected.(yes or no): No.' Seasonal use(yes or no): No Water meter readings,if available(last 2.,years usage(gpd)):. Unavailable Sump Pump(yes or no): No Last'date of occupancy:. Never COMMERGIAL/INDU;STRIAII +'` Type of establishment;",":!, Design flow(based on.310 CMR 15.203) gpd Basis of design flow(seats/persons/sgft,etc)i: Grease trap present(yes or no): Industrial waste holding tank present(yes of,no) Non-sanitaiy Waste:discharged.t'a.the:Title'5.'.system(yes or no): . Water meter readings,if available Last date.of occupancy/use . - OTHER(describe)::. GENERAL INFORMATIOIN Pumping' 'Records Source of'information. No*house is present Was`system pumped as-part of the inspection{yes or no): No If yes;volume pumped:.!gallons=-How was quantity,pumped determined? Reason for pumping TYPE''OF,SYSTEMi1. u1 i ✓. Septic_tank;'distribution box;soil absorption system Overflow cesspool Privy.. Shared':system(yes or no) (if yes,.aftach previous inspection records;if any) iInnovative%Alfernati.'veltebhnology.`.Attach a copy of the current operation and maintenance contract(to be obtained:from. system owner) •. s: :: !Tight Tank }Attach a_eopy of the DEP approval' Other:(describe);: Approximate age'of aUbompbnents,date installed:(if known)and source of information: Installed on 2111109 :.per-as.built card_: Were.sewage odors detected when arriving of the site(yes or no) No „6 . T Page 7 of 11 i OFFICIAL INSPECTION FORM NOTFOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART'C SYSTEM.INFORMATION,(continued) Property Address: 9Indian Trarl Osterville,_MA Owner: Rachel Mellon Date of Inspection: November 29:2012 BUILDING SEWER(locate on site plan) S-: t Depth below grade:: . Materials of construction: cast iron,_40 PVC other(explain): . Distance from private water supply.well or suction line: Comments(on condition ofloints,venting,evidence.of leakage" • SEPTIC TANK: ✓. (locate on site:plan) Depth below grade 24" Material of construction li, e .",metal fiberglass' + polyethylene _other If tank is metal list age Is age confirmed by a Certificate Compliance(yes or no) (attach a copy of certificate) Dimensions: 1500.gal. Sludge depth 0 q Distanc&fromtop'of sludge to'.botioiii of.dutlet tee or baffle '0" Scum thickness: 0" Distance from.top:of scum to top:of outlet tee.or•baffle: 0" Distance'from bottom of scum;to bottom.of outlet tee or baffle: 0" ` How were dimensions determined : Comments(on'puniping'recotnniendatioris,inlet and outlet tee or baffle condition,structural integrity;liquid levels as related to outlet invert,evidence of leakage,etc.): Tees'wei!e Pi 6?nta.Ae.tank.Was empty.:There is no house present GREASE'.TRAP:, 1Vone (locate on'site plan) Depth below grade: Material of construction: _concrete '_metal _fiberglass _polyethylene _other (explain):.1 Dimensions: Scum thickness ..; Distance from top of scum to top:of outlet tee or baffler Distance from bottom of.scum to:.bottom.of nutlet tee.or baffle Date of-last pumping Go nun erits(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related;tb outleti..ihvert,evidence of leakage,etc.): ` 'r., 7. • Page 8 of 11 ' OFFICIAL:INSPECTIO9 4 FORM NOT.FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION:(continued) Property Address: : 9 Indio'Trail Osterville,MA Owner: Rachel Mellon Date of Inspection: November 29,2012 TIGHT or HOLDING TANK: .None (tank must be'pumped at time of inspection)(locate on site plan) ,r Depth below grade: Material of construction: _concrete metal _fiberglass polyethylene _other(explain): Dimensions i Capacity: gallons Design Flow' gallons/days Alarm present(yes or no): Alarm level:) Alarm'in working order(yes or no) : Date of last pumping: Comments(conditidn'df alartri and float witches;etc.): la DISTRIBUTION BOX: Yes (if present must be.opened)(locate on site plan) Depth of liquid level above outleYmvert Comments(note if box is lever and disfrrliut n.to outlets equal,any evidence of solids carryover,any evidence of leakage rnto'or dutlof box,etc) !. 7 I I r D-box was normal. . . °; I i.S 'IP; I .li�..�.�� JJ:n PUMP CHAMBER: None.".(locate on site plan) Pumps in working order=(yes.:or=rio) Alarms:in.working order(yes-or no).., Comments(note.._condition of:pump chamber condition of pumps and appurtenances,etc.):- : _:.. ... 8:.,:. I - 7. Page 9 of 11 OFFICIAL INSPECTION�FORM NOT FOR VOLUNTARY'ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL-SYSTEM INSPECTION FORM PART.C SYSTEM INFORIVIATION (continued) i;;..: Property Address: 9 Indian.Trail Ostervdie;'MA Owner: Rachel Mellon Date of Inspection:_ Noveniber20, 2012 SOIL ABSORPTION SYSTEM(SAS): ✓, .(locate on site plan,excavation not required) If,SAS not located explain why: Type leaching pits,.number: leaching chambers;number: leaching galleries,number: 5-500 gala chambers 12'10"x50'6"-per as built` 'leac�hing trenches,number,length: leaching fields,number,dimensions: overflow'cesspool,�umbe'r p i Innovative/alternative;system ^:ITypebame of technology: Comments(note"condition of-soil,signs of hydraulic failure,level,of ponding,damp"soil,condition of vegetation, etc.): ' J The chambers ivere drv.Bottom to Qr ade-- 6. 1 _ CESSPOOLS: •None (cess ool must b�e pumped as part of inspection)(locate on site plan) Number and coiYfiguration i Depth-top of liquid to inlet invert 9 Depth of solids-layer Depth of.scum.layer Dimensions of cesspool: Materials°of con'gtructton Indication.of groundwater..inflow,(yes.or.-no), Comments (note.condition of_soil,..Signs,of hydraulic failure,level.of ponding,condition of vegetation;etc.): PRIVY: Norte''(locafe oa site plan) Materials of construction: Dimensions:, comments(note"condition of soil;signs of hydraulic failure,level of ponding;condition of vegetation;etc.): is i } 1 , I • Page 10 of 11 OFFICIAL INSPECTION.FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 9Indian Trail Osterville.'MA"i Owner: Rachel Mellon Date of Inspection: November.29, 2012 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch 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. bt y '.::9 ;'"JI' ( i'`.: , I ;; J �«s�:1_1, Fbl :aa '� '•t�' +:'.I I.cl�? i.lil. l I '. i -li�:�l 1. �la.,l t .- O +�:Q ,• ; 1.0 Page;I l of 11 OFFICIAL INSPECTI6N'FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL_ SYSTEM INSPECTION:FORM PART C SYSTEM INFORMATION (continued). Property Address: 9 Indian Trail l Osterville.MA - Owner: Rachel.Mellon Date.of Inspection:.. November.29; J 012 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated`depth to ground water 16' feet' Please indicate (check) all methods used,to;determine the high,ground water elevation: 'bbtained from system design plans on record If checked, date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) ✓ Che&k d vvitli1local B."oardff e oHalth explaiw topographic and water contours maps Checked wtth`16ca1 excavator ;,msitallers-(attach docurrlentation) Accessed USGS database=explain You must describe;how you est�,blishedlthe leigh ground water elevation: . Using Barnstable topographic:an -water contours maps,_the maps were showing approximately 16'+/-.to ground water at this site. -- J -- P IUIS, ll..-i'.ii `:I.- ,:lirl Tliis r'epnr t'has lieen(prepared onty far(!te septic system and(b Ipoilents.described herein. This septic system has been inspected andlpassed as:of5 the:ddte of i�ispection. This report is.roE a warranty or guarantee that the system will fiu;c(ion.properly tn,the future,�Tflere have beers no warranties oi-guarantees,either expressed, written or implied, relating to the septic systeM, the inspection,this.report and/or any components of the septic system which have riot been located and.inspected, ... i TOWN OF BARNSTABLE L'.:--'NnON 9 =lrvvl l 11 lr'n•` SEWAGE # Z0116'0(v9 VILLAGE OShecvMe- ASSESSOR'S MAP & LOT Olt-06 INSTALLER'S NAME&PHONE NO.. 'B. A1ALAl.LtSXEf— y116--CC5Ll SEPTIC TANK CAPAC1Ty 15o0(gAt H-Lb orZ� 5 "e`s c-,'t4h\4� LEACHING FACILITY: (type) _5 5o0&.h-L tk0AU-z i' (size) t 2 -lti n Sa_b NO.OF BEDROOMS G BUILDER OR OWNER PERMTTDATE: ( -ZG-Oy COMPLIANCE DATE: Z-tt-bet Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility �� } Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) - "tio-6WC- Feet Furnished by Su ySA Indian Ij(o U - Trail 1 < ' D 1...2 3 N 4 5 T costal 8ank A 9 Beach Shelter '� - - --- softf 1 2 1 3 4 1 5 1 Marsh A 110.5113.012100. 108.91 6 112.1 112.4 3.9 96.7 101.5 0C 2 5 3 D 378. 370.10 Seapuit River (ndol) s TOWN OF BARNSTABLE `LOCATION 1 �1 �r�h l SEWAGE # ooc - O ti t }VILLAGEy ASSES OR-S MAP& LOT _ I5' INSTALLER'S NAME&PHONE NO. V Z..41 i ae-- ��2 9 SEPTIC TANK CAPACITY /S�T %iA 4—,�0 LEACHING FACILITY: (type) Jr S A 1� (size)_9 16 NO.OF BEDROOMS BUILDER OR OWNER PAC ka d t PERMITDATE: ®� "' �� COMPLIANCE DATE: f/ Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist . within 300 feet of leaching facility) Feet Furnished by FoK M i AsuPz Yni��-IS F h d r� Barnstable Property Maps Page 1 of 1 s • . . ffa, . • Search... NOW: • • : _ . Parcel Details X { =11111 % ^ - 4 Tools Location Parcel: 091015 Address: 9 INDIAN TRAIL .` r Village: OS Acreage: 6.11 Full Property Info r Property Photo f a Owner& Mailing Address F " Owner: HOME PORT INVESTMENTS LLC Mail Address: 1601 FORUM PLACE, SUITE 307 WEST PALM BEACH FL 33401 } Owner& Mailing Address Owner: HOME PORT INVESTMENTS LLC Mail Address: 1601 FORUM PLACE, t SUITE 307 i WEST PALM BEACH FL 33401 F_ _ 1, Assessed Value (FY17) Building Value: $0 Extra Features: $0 Outbuildings: $253,000 a Land Value: $5,276,300 Total Value: $5,529,300 Residential Exemption Basemap Home Layers Parcels11) 1AParcelDe... 400ft I I —;—u- - - __— — ��� ''\\ -- 1 https://gis.townofbamstable.us/Html5 Viewer/Index.html?viewer=propertymaps&run=FindParcel&propertyID=... 8/15/2017 1 j Fee o 6 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: —Ye s PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZIppYication for Migaal *p.5tem Cou.!trurtfou Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) kcomplete System ❑Individual Components Location Address or Lot No. 9 T_f-X\7-%^Na %ekk t_ Owner's Name,Address and Tel.No. 0YF-Tev_RA.e450es �P4chel (,. 17�e1/vr1 Assessor's Map/Parcel 9 k /0 5 855,Y Oct q S pri b y Ro4'{. ` Up ea I'll e- V r4 o?o/,:F Installer's Name ddress, d Tel.No.�_ Designer's Naze,Address and Tel.No. �—AZ8 15'�4k (�IQiV m//rJf�2 � �2 6� 7 -SU_L\vp�pL C—wa6�w���ruG1NG 76 90A 6 59 / 7 7Pr_,4_E2 Z Ow.-Nee.r t L�La Type of Building: AC_ Dwelling No.of Bedrooms( Lot Size sq.&- Garbage Grinder(fib) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow co(00 gallons per day. Calculated daily flow 1 gallons. Plan Date AUG 13 % ZCCSZ. Number of sheets 2 Revision Date gc>N4 G Title `5 t rC PLA&A a&106 O 15 a Pil G _'�Ir vy1A-&A_ _e-X L- Size of Septic Tank 6e%Lt.o1.1 S Type of S.A.S. 73b0GaL-t_om -��t1Cy G a.• t `� Description of Soil V?'Itl o C>-2 1,.ts" 'Z-iZ e.LC-a au �kE:Z> f;�L4 C> L aAUc_-�_ 7 y 1"— " 42 '$ IONA t. I o_\ :t Z 6I _ lJ.l r K 6 '0-q 5" A --7d, C ON rAA Sh 7o !-1zo.. Na um o epairs or Alterations(Answer when applicable) Date last inspected- Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issu by thi =�V Signed Date -d6"O Application Approved by ti"= Date G Ua Application Disapproved for the following reasons Permit No. - Date Issued -/�/�.�_/',)(�+ jl���✓V'�./ �� �A j� Lit '1����,r��f` � ' ,V�/ No� \,` Fee ©6 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes �, ' ^ PUBLIC HEALTH DIVISION j-:TOWKOF BARNST,ABLES MASSACHUSETTS - Zipprication for Di.5poo'l 6potem Con.5truction Permit `" 'Appliektion for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) omplete System,'O Individual Components Location Address or Lot No. r.�aiq to \L14�L Owner's Name,Address and Tel.No. * h 9 � o�siE�z}�n�z�aoes ,Poehel �•, . . . w i7''ell o)7 Assessor's Map/Pa GC /� S in y Row t' �U urrer, Vp ' _..,. ' a:a/, " Installer's Name„Address,and Tel.No. a Designer's,Name,Address and Tel.No. 5UL_LN. P6050A 9 ` 77ke-,4U Z,-> OS�64yiLcG `.Type of Building: v`P ,liLc, ' Dwelling No;of Bedrooms (01 Lot Size 4,• \ sq..- Garbage Grinder(k Other Type i f Building No.of Persons Showers( -:) Cafeteria( ) } Other Fixtures '�.`` . Design Flow gallons per day. Calculated daily flow (o gallons. # Plan Date AUG l3 ZXre__ Number of sheets Z Revision Date /.10?.A t5 t Title rC- PLA.I-A, Q? ofosG0 �v q-n -% A o%A."-—eA% L_ �. Size of Septic Tank ti 5C�O I&N __Type`of S.A.S. 4 r - Description,of�Soil V-7-AD Z-•'\2 CLEa.0 t kE-_P < 6- i" LCAuy_s 7\JtC_S \"`A." ' fLtG.1.01.1-)10PI4 ���-'�\►r ? /�� +4J.i C 1l 1= N4 5aN + 10�16Z.5 L4'S"-�a'' Cz v ttit SAiaA 2.sY6 6 6) 2 o"- zo'' Gg I.y5, 1 Nature of Repairs or Alterations(Answer;when applicable) i Date last inspected: Agreement: \ ' The undersigned agrees to ensure they onstruction and maintenance of the afore described on-site sewage disposal system ' :w in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- s cate of Compliance has been issued by this Board of Healt Signed ,�JP ct /� /,+lkG�% Date y Application Approved by ti"• Date fi a;z r Application Disapproved for the following reasons s Permit No. . Date IssueFd . --_---ar------------------- --'---------/--- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS - Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed(X, Repaired( )Upgraded( ) Abandoned( )by. _ x at 9' T4,kO1 Phut I �% L_ 0Y1,Me_ t2 S "°"`'has been constructed i accordance with the provisions of Title 5 d the for Disposal System Construction Permit No. •?�d�-iW dated �a 7 �� Installer Ct 0XI I`f s /� Designer SG i c,/i 1 i!�/r 1 Cr'� ✓!f 4 The issuance of this permit s all n°t be construed as a guarantee that�he sf'y e 1 u ction as designed. Date �l/ p Inspector _ Fee THE COMMONWEALTH OF MASSACHUSETTS LIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Iro li5poal *pgtem Construction Permit r Permission is hereby granted to Construct 1U Repair( )Upgrade( )Abandon( ) System located at 6r )%L+k1 L. , DYSi*__p � and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. pp Date: Approved by 0410 / y �� 1 , Town of Barnstable � Ii�ARN$TABLE. � 16 9 ,0� Board of Health P.O. Box 534, Hyannis MA 02601 Office: 508-8624644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. October 22, 2002 Mr. Peter Sullivan, P.E. Box 659 7 Parker Road t , Osterville,MA 02655 RE: 9 Indian Trail, Osterville A=091-015 Dear Mr. Sullivan, You are granted permission to construct a soil absorption system designed to be connected to a new home consisting of six bedrooms at 9 Indian Trail, Osterville. The septic system shall be constructed in accordance with the submitted plans dated August 13, 2002. Sinc ely yo s, I � l a Miller, M.D. Chairman BOARD OF HEALTH TOWN OF BARNSTABLE Q:HEALTWWP/Sull6beds Town of Barnstable Regulatory Services Thomas F.Geller,Director • semvsr,�su, MAM Public Health Division 1639. Thomas McKean,Director 200 Main Street,Hyannis,VIA 02601 Office: 50373624644 Fax: 503-790-6304 Installer& Designer Certification Form Date: f��% f Sewage Permit# o�'OOZ 0Z'V Assessor's MaplParcel Designer: �-SC—FL �v�L_\v P�YA PE Installer: Address: �'-'—`v r��v G�r�xcc ino6 �K��Address• a? ?Onj s1. 2 AD�STe=��!1LLt e2��S On kas-09 was issued a per-,nit to install a (date) (installer) ~ _- I - D&lcr-v� o y septic system at Q �n.��a� i rAc �` based on a design drawn.b (address) ��TE2 is L L.\v i1%�_A dated Ac. / O (designer) I certify that the septic system referenced above was installed substantially according to i` the design, which may include minor approved'chanses such as lateral relocation_ or the A distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local _P,,g4ilations. Plan revision or certified as-built by designer to follow. z1 �, 9�'ff�s1 2, (Installer's Signature) No" 29733 AL (Designer's Signature) (_Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORY1 AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/SeptiaTesismer Certification Form 3-26-OQdoc Town of Barnstable sA NSTASM Board of Health P.O. Box 534, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,RS. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. October 22, 2002 Mr. Peter Sullivan, P.E. Box 659 7 Parker Road - Osterville, MA 02655 RE: 9 Indian Trail, Osterville A=091-015 Dear Mr. Sullivan, You are granted permission to construct a soil absorption system designed to be connected to a new home consisting of six bedrooms at 9 Indian Trail, Osterville. The septic system shall be constructed in accordance with the submitted plans dated August 13, 2002. Sinc ely yo s, ay Miller, M.D. Chai an BOARD OF HEALTH TOWN OF BARNSTABLE Q:HEALTHIWP/Sull6beds �THET � DATE: FEE: JV A- • BARNSt'ABLE, y MASS. 039. �e� REC. BY Townrof Barnstable SCHED. DATE: 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: TND I A N -T RAI L , OST-EKVI LL.E , Assessor's Map and Parcel Number: 09 1 I5 Size of Lot: (G.11 QtC RE5 Wetlands Within 300 Ft. Yes ✓ Business Name: No Subdivision Name: APPLICANT'S NAME: RkHEL IAELLOA/ Phone Did the owner of the property authorize you to represent him or her? Yes ✓ No PROPERTY OWNER'S NAME CONTACT PERSON PETEK SVLl.1VA7V � Name: RA(HEL MELLON Name: SVC.LNNN EN6►NEERIN(o, 1JJC. Address: BS5 H OAK SP RWb ROA-b Address: 7 PARKER ROf1D ?0 30x loS`� v-PEP,VILLE, vl% Z.WS4 Phone: Phone: GD 8-yZli�-3-641-1 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) A)ONC- — aEcc�ooMs NATURE OF WORK: House Addition 13 House Renovation O Repair of Failed Septic System ❑ Checklist(to be completed by office staff-person receiving variance request application) ✓ Four(4)copies of the completed variance request form —�r3 -13E SuBMITe �kX0 Ta Four(4)copies of engineered plan submitted(e.g.septic system plans) ` �SS\.)#\VLE of 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 "Cb$6 SJBan1T�D�J MEol (o '[A Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant s expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) _Aj,hr Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) ` Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Q:/WP/VARIREQ ` Finish Grade ,. P#7710 NOTES �ir'•-'_titii 02/28/91 EL. 14.9 3'Max ! {. ..'i! I, '! a O 1S . LOAM 91 Min __.,, ___ ,___.!. Filter z' sus 12.9 1 Water Supply For This Lot ' Municipal Water. _ .,. Compacted Fill Fabric CLEAN 2. Location of Utilities Shown on This Plan Are Approx. r, x y j :.• .� MED. At Least 72 Hours Prior to An Excavation For This 12 SAND 2.9 Pro' h r 1 y Make the Required . + .v.. 1/8"-1/2" NO GROUNDWATER ENCOUNTERED z Pea stone Project the Contractor Shall Ma q TEST HOLE 1 Notification to Dig Safe (1-888-344-7233) - 3. The Contractor is Required to Secure Appropriate 08/14/02 EL. 16 q 3' 1" LEAVES&TWIGS 15.92 Permits From Town Agencies For Construction A LAYER IOYR 3/3 Defined by This Plan. fs LEACHING ; DARK BROWN !-sag LOAMY10YR 5/2 4. Install Risers to Within 12" of z' f � CHAMBERS�� 3/4"-1 1/z _ 4' 15.67 1LR i«h4 ��p' H-20 ryu y ,1 Double WashedYER Finished Grade. g �-yss ry s r i stone . GRAYISH BROWN 5. All Structures Buried Four Feet or More or Subject rt_r 11" FINE-MED.SAND 15.08 Cl LAYER 10YR 5/6 to Vehicular Traffic to be H-20 Loading. 4'_10" YELLOWISH BROWN 6. Septic System to be Installed in Accordance With FINE-MED. SAND a312.42 310 CMR 15.00 Latest Revision and the Town of 1r-to" OLIVE YELLOW Barnstable Board of Health Regulations. MED. SAND 10.17 7. All Piping to be Sch. 40 PVC. CROSS SECTION OF CHAMBER 70 C3 LAYER 2.5Y6/4 NOT TO SCALE LIGHT YELLOWISH BROWN 120" MED. SAND 6.00 NO GROUNDWATER ENCOUNTERED . APPROX GROUNTWATER Ld EL.2.5 O PETM fi QQpp�� qq pp�� y�yt�1.1'rI'i7Y Q Design Data F.G.EL.16 r Single Family- 6 Bedroom See Note 4(typ.) F.G.EL.16 With NO Garbage Grinder Daily Flow= 110 x 6=660 GPD L.14.0 Septic Tank: 660 GPD x 200%= 1320 GPD Use1500 Gallon H-20 Septic Tank Too El.13.8 .r" ate' '.�'M 1500 Gallon A Septic Tank � � ,� Leaching Area H-20 , Flow Equilizers ,' ?� 660 GPD/0.74= 892 SF Required As Required EL.1z18 Sidewall =202'-10" +50'-6")2 =253 SF Bottom Area= 12'-10" x 50'-6" =648 SF 7.rs�jBot.El.10.8 901 SF Total Provided Bedding&'T"s 10, _I as Per Title 5 If Encountered Remove&Replace _ Min. All Unsuitable Soils Within Y of 20, Min. The Outer Perimeter of The System Leaching Chamber Design K DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Groundwater El.z.s All Pipes to be Schedule 40. Use NOT To SCALE { Per T.O.B.Map 5-500 Gal. Leaching Chambers in a 12'-10".x 50'-6" Washed Stone Field as Shown. P Y P Date: August 13,2002 � Title: Site Plan Prepared B Prepared For: Proposed Septic System Sullivan Engineering, Inc. CapeSUry Rachel L. Mellon C At PO Box 659 7 Parker Road 8554 Oak Spring Road. scale: N) Osterville, MA 02655 Osterville MA 02655 9 Indian Trail Upperville, VA 20184 0 (508)428-3344 (508)428-3115 fox rn (508)420-3994 (508)420-3995 fax PIOJeCt :98�5 Bastable Osterville , MASS. PSuIIPE@aol.com capesurvBlcapecod.n et N 1 rS �9 Floorcc) ath Kitchen Living Master Bedroom Dinning Family Y Bath Secon Bath o Floor, Bedroom 5 .Living/Hall Bath Bedroom 2 Bedroom 4 Bath Bedroom 3 Title: Proposed Floor Plans Prepared ey. Prepared For. Date: September 12, 2002 At Sullivan Engineering, Inc. Rachel �, Mellon h 9 Indian Trail PO Box 659 8554 yak Spring Road Scale. 1" = 20' Osterville, MA 02655 U er vil l e, VA 20184 a Barnstable (Dsterville), MASS (508)428-3344 (508)428-3115 fox Pp Project #: 98045 - - ._ PSuIIPEBaol.com - t P97710 r, .. . 02/28/91 EL. 14.9 NOTE S _ � LOAM _ 3'bfae " '' t i� `_-:' — ±f` -'" r Filter z' suB 1. Water Supply For This Lot is Municipal Water. 9„�� w --.... - - 12.9 Compacted Fill Fabric CLEAN # I 2. Location of Utilities Shown on This Plan Are Approx. MED. S For This At Least 72 HourPrior An Excavation o s v s to � ;^r�""•' ,W;.y, ::s�Y,. �: ` 12' SAND 2.9 y sk 1B"-1/2 NO GROUNDWATERENCOtlNTERFD ^' Project the Contractor Shall Make the Required �'r�^i•`. ?�h '"radiy 't #µ -+ -!dn:� Pea Stone TEST HOLE - 1 Notification to Dig Safe (1-888-344-7233) Required to Secure 3. The Contractor is Re Appropriate s 08/14/02 EL. 16 q 3' 1" LEAVES&TWIGS Permits From Town Agencies For Construction 15.92 g A LAYER IOYR 3/3 Defined by This Plan. i% LEACHING DARK BROWN is ; '= CHAMBER " 4' LOAMY 1s.6� 4. Install Risers to Within 12" of , � 3/4"-1 1/2" a � H-20 a Double Washed B LAYER 10YR 57 Finished Grade. 'r .-M ,, S StoneGRAYISH BROWN 5. All Structures Buried Four Feet or More or Subject ' FINE-MED.SAND l 11" 15.08 C1 LAYER IOYR 5/6 to Vehicular Traffic to be H-20 Loading. YELLOWISH BROWN 6. Septic System to be Installed in Accordance With 43" FINE-MED. SAND 12.42 310 CMR 15.00 Latest Revision and the Town of 1210 j OLIVE YELLOW Barnstable Board of Health Regulations. CROSS SECTION OF CHAMBER 70" MED. SAND 10.17 .7. All Piping to be Sch. 40 PVC. C3 LAYER 2.5Y 6/4 p g NOT TO SCALE LIGHT YELLOWISH BROWN 120"1 MED. SAND 6.00 NO GROUNDWATER ENCOUNTERED - APPROX GROUNTWATER @ EL.2.5 O _ s Design Data F.G.EL.16 Single Family- 6 Bedroom F.G.EL.16 cm With NO Garbage Grinder See Note 4(typ.) Daily Flow= 110 x 6=660 GPD L.1 17i 0 Septic Tank: 660 GPD x 200%= 1320 GPD Use 1500 Gallon H-20 Septic Tank Toy El.13.8 1500 Gallon �� ��� ` - Leaching Area Septic Tank H-20 Flow Equilizers ! 660 GPD/0.74= 892 SF Required As Required 'r � 5 EL.12.8 Sidewall=2(12'-10" +50'-6")2 =253 SF -" �' r sue\ °rr , ',�',,., r¢`'•i� i _ ` sot.El.lo.s Bottom Area= 12-10 x 50'-6" —648 SF Y Bedding&"T"s 901 SF Total Provided 10' _I as Per Title 5 If Encountered Remove&Replace Min. All Unsuitable Soils Within 5'of Min. , The Outer Perimeter of The System Leaching Chamber Design DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Groundwater E1.2.5 All Pipes to be Schedule 40. Use _ NOT TO SCALE Per T.O.B.Map 5-500 Gal. Leaching Chambers in a l 12'-10" x 50'-6"Washed Stone Field as Shown. Title: Site Plan Prepared By: Prepared For: Date: August 13,2002 m Proposed Septic SystemSullivan a e S u ry Rachel L. Mellon t° P P Y Sulll an Engineering, Inc. p At PO Box 659 7 Parker Road 8554 Oak Spring Road scale: N) 9 Indian Trail Osterville, MA 02655 Osterville MA 02655 UPP erville' VA 20184 0 *,�� Barnstable (Osterville), MASS. (508)428-3344 (508)428-3115 fox (508,1420-3994 (508)420-3995 fax Project#:98045 PSU11PE000l.com capesurvOcapecod.net fV Fi �* st 4:,•, GF, Floo - 4��� �A . rt !f A f '1 ath Living Master Kitchen g Bedroom Dinning Family Bath f , secon Bath o Floo � o/1> Bedroom 5 Living/Hall Bath f Bedroom 4 Bedroom 2 Bath Bedroom 3 i i Title: Prepared B Prepared For: Proposed Floor Plans P Y P Date., September 12, 2002 At Sullivan Engineering, Inc. < Rachel - L, Mellon 9 Indian Trail PO Box 659 8554 ❑ak Spring Road Scale 1" = 20' Osterville, MA 02655 VA 20184 0 Barnstable (Osterville), MASS. (508)4Y8-3344 (508)428-3115 fax iE Upperville, Project # 98045 ~' PSulIPEBtroI.com # e ` * ` 0' Wide) _ Easem en t and Way (3 ASSESSORS REF. FLOOD ZONE.• a ' " Map 91, Parcel 15 Zone All & B Ti `s + eo :. •.: 1 : Community Panel No. #250001 0018 D OVERLAY DISTRICT: •- - ---8— July 2, 1992 s �+ ,,. Sit 4. AP - Aquifer Protection District •• o As Shown on Plan Entitled v" _ ZONE: d "Revised Groundwater Protection X Overlay Districts" - April, 1993 RF-1 r ;' �.. Area (min.) 43,560 SF s Frontage (min) 20' , \ Width (min) 125' �, ;` _ \ \ Setbacks: �s:' •. \ \ Fron t 30 Tl s -■ Q Side 15' \ Rear 15' .r: Beach \ s x> \ Location Map \ 1' = 2000'± 4, N `moo \\ \ � I CO r 8 \ -- w. __ —--- From L.ucoUon Water I v J �C plan t pipe 133 Well Head © ` �- _ cis- N `\� Plot C2 \ \ alll Z C19 C18 ee Line \ C75.` \ \ Plot Cl \ \ cp p, - \ \I C14 \ �� 0)_ \ ` C13 \ All, All \\ \ Edge of Wetl nos \ \ \ \ Flagged by NSR all, - 29' w \ \ - _ C3 \ � A 15 --_. �©�_ all. \ C4 C5 ` J �i9 S \ A14 - _�- all. \ s Q r — C8 C10 C9_/ C� Edge of Wetlands / Al2 _ ' A10i- ---�- 3_ _ ee9e of Flagged by ENSR l ! Ag -- -------© L'ovement Fence 9. /... , all, - A7 \ A3 A2 A5 A4 h AI 8t 20.00i S84 31'11,,E CB/dh (in d) (IVoc It // / / dLe \ �II aIL p / 1 \ l Bt Plot B1 Bit 810 BB _ \ 1 ---_— � 813 All, i 86 i / ` 89 / \�P1ot B2 \ `\ 1LI n� - Lot 248 _ 4.16 Acres - Upland ,,, Z C) I- Edge of Wetlands l /,///� \\ \\ \\ \\ �\ \\\� 1.95AcreS Bs - Wetland Flagged by ENSR / ,-, / , \ \ \ 6.11 Acres - Total 132 815 All, / 1 Conc. l / / / i j 'F ,/ — \ \ ,:` ` \ I I \ — B17 \\ Abutter s 84 ` 822 Cover/ Lai _—"C ` \ B21 �- Silt Fen ........ �'ROPOSfiD f // , �� \\ \,\\ \ \�o`C�\ �--\- `�----- 819 \--1 _---B�� /// ^� 4---- l' I I J i' Di"` e1s End o`f Bank-`' et \ / / ' i I I 1 I I � ,k \\ \\~\ � \`.`� �\ \\ `\ \ ` 50' Buffer /Zone �' /' --8 7 ------JG ,�/ \` �,.` \, °\mot t ' _ VO4Qt t, 10 'I 1 M c� g cDla `\,' // \ i T' PR9POSEll t;,f � � 11 I i DWELLIN� Manhol Flagpole e (} ,� �_� ` Cover �/ �_• CD77`\ t / I I` I I i ` \ __ \\ �$ ``�v `; a \\1 \ I I `1 \ / I '�. SO- A" ROPb �ED o\ 000 I H1 / I i t N ' \ \ Z' ` --� \one 12'-1� / E Nc- ' l I I 9 EXPANSION 9 9 Leading Edge of 20'l min Coastal Dune I `\ i ei/d i J r) -Z —— — , \ —— — — As Located by ENSRI \ ` 1 7 _-_-_ oB � O .O NOTE:o End k --- \ a) I \_-\. \ \o .� joi S \\ I \ . �` ` SEE SHEET 2 OF 2 FOR II CD1s \ ;G6 \ 1 _ _ EPTIC SYSTEM DESIGN /I \- \ \ o O ` I -------- --- - __ ---- ---- ------ --- -_ _-- _ 18- .c �`-��Oo�00' 0 \` i � �1 I 50' Buffer Zone �--- --- ''`�` . \ �/ _ � � O I I I \ \\ fo 3'jrO//fjO�O \ i i i I I I \ -__��------- ---- -- �----- --- - -J_ `_rroil------------------- ------- \ _ --- I _I I \ \ 5bi o• J.00, I 1 �` �\ I ----�-------------- \ \ C, `\ \ rf I I \ 1 ' ate I \ \ \ _o� 106' St & Town Defined _.,ram_��l_ den eh.m ork: ---� � ; -Coos toi d'an� _ — - (No: Sub k To of Concrete Bound _ \ y _ .�a_.._- -- , - - -- - -- lect Tid (fnd) p \ _ v - - - _ I I CD14 E� i,Colo .mac. 1�5- _ — _� _ — \ �— --- - -- OI ACt/Q!t `� — \ - __ _ __ __ _ i8 _ _ ,'\ `\ -�' / ;_ '� = -_- \- _�__--_-��____==-to-- --- -_ �_ ____ El. 18.47' (NGVU 29) ` CD8 — " _—�_—_--- — _---_ \\~( C06 _ _ \ � / i —_--- " \ \ ----- —__—.i -- ---.—.�- �•_�:=-z:..-..�_=—` — Y- \ \\ l..I-"-• -- --_.._— --- ,,TGo`i �\\ \ \\ \�// // // ✓,�___\ Boot ShelterCD3 � \-l\\� --- _ \`�Je _ _ --- - ------------- , CD12/'//'/ �• --____ \\ \ \_ -� _ — Edge of Coastal Dune bere \\ \ \�/' ' /' / \ \��- _ _ ----------------- \\\\` _ ��z= � Flagged by ENSR -----_ / \1\\ __-EB2 -=i CDt Sulo SU4 _ sMs ,, SM7 - -� - - -- --►s 9 -- ___ --P= Edge of Salt Marsh \ SM1 SM2 dl. /- --__-- _®__ SM8 � -�,�� ,\ , - --___- _ SM6 .11 ------------ Flagged by ENSR i 1 , smil \ \ / / � . \ _ _ •----- -- _ -- --- .-`__ all, OF \' \\ :``- alp.- /' // _'NO.29733 AL - -- -- - Seapuit River - (Tidal) Title: PREPARED BY.• F ?EPARED FOR: Notes/Revision: Site Plan Sullivan Engineering, Inc. CapeSury 1.) The property line information shown was Proposed Septic System ' ; Rachel L. Mellon p p 7 Porker Rood compiled from available record information. � PO Box 659 At Osterville, MA 02655 Osterville MA 02655 8554 Oak Spring Road " - � 2.) The topographic information was obtained 9 Indian Troll (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fax Uppervill e, VA 20184 from on on the ground survey performed on PSullPE@ool.com capesurv@copecr`o-ram¢_, or between 3/June102 and 11/June%2. Barnstable. (Osterville), MASS. Draft: JOD Field: WHK/MDH 15 30 60 120 3.) The datum used is NGVD '29, a fixed mean Date: Comp/Review: PS Comp/Draft: MDH sea level datum. N t August 13, 2G02 : N Proj. # 98045 Drawing # C405_4G1.dw ' Wide Easement and Way (30 ) c ASSESSORS REF: FLOOD ZONE: Map 91, Parcel 15. .. Zone All & B T1 a = •�1Mis - 8_ Community Panel No. Q ' #250001 0018 D �,, ---8- OVERLAY DISTRICT: July 2, 1992 s `6s`QO AP - Aquifer Protection District o q I s_ As`Shown 'on Plan Entitled ZONE: Tit \6,\ "Revised Groundwater Protection �' a r ; d Overlay Districts" - April, 1993 RF-1 .1 S \ Area (min.) 43,560 SF \ Frontage (min) 20' ' \ Width (min) 125, \ \\ Setbacks: s`• .. xr ,� ,y= \� Front 30' r,�it ,� _.. ,,,,_ - • , \\ Side 15' •\ S \ Rear 15' \ \ \ \\ Osad a cis ��77 Beach , .. uaht . \ Location Map \ 1' = 2000'± i M \ Q \ 8' \ \ CO -_S, d Fromm Locot/on 0. PIOn 15354 PPe — 1 Well Head --- �` Q) /,/ �17--_ cis- C20 \ (p (\i r/: / `\\ Plot C2 j1Lh ` \\ Ir Z C19 C18 e ooe \\ C15 Ire \ Plot C1 `\ \ \ t4 Q �1, \ \\ till All, \ \ \ Edge of Wetl nos \\ \ \\ \ Flagged by NSR all, \ 9' \\ � \`�� \ � `\ C2 \ \ A15QQ \ A14 - C6 C9./ C7 0 � � \ Edge of Wetlands / .Al2 - _ ` _ A10 Flagged by ENSR - - _ - A8 ------___-__© - e / - Ed9 of Pavement Fence 9, \ .../ /\ : All, all, I A7__ _=- A- A4 -� A3 AS A2 All, all / 20•00'1. S84 37'11"E CB/dh (fnd \. oc� II / p / 1 \\ 1L / B1 All, alr, \ Plot B7 I f All, \ 811 1 810 Bs , 89/ \ - Plot B2 \ \ ail, all,- - Lot 248 \ 4.16 Acres - Upland Edge of Wetlands l �' / / / \ \` \\ \\ \ \\ 4�4 1.95Acres - Wetland Flagged by ENSR l e5 �' / ' �/' �` \\ \\ \\ \\ \ 6.11 Acres - Total 62 No . /._' ,\ \ \ \ \ \ B15 air \ \ \ \ \ I / ail, , ConcO/ / / /i'�/ �/ ,/ \`�` ` \\ I \ 817 \� \ B22 r Cover/ / / / / i' , / / - \` \ � \ �\� I I i 816 \ -L� _ Abutter's I 821- _�- Silt FenceBig ..... 820 4---- PROi,POSED_' D /5 qI-6 End df Bank1-f� '/ ,' ,i/ /�5 Iy'\\,�✓3'��'?`\\`\\ \ \\ \ _-` I /,---- / / --- - -k \ \ \ � \ �` 50' Buffer /Zone / /' __-8 -9 10 / \j l ,SutctQ Q �\\ -11 laix c� PR9POSE6 / I I DWELLIN .0 Monhole I � _� r 10 \ 1 / 1 , I I I i J ` - ` �� ` `;/ :, Cover CD17 \\ \ \ / Flagpole 6'__-- N O'e` `- ' ' `\ _ i 'ROPED o\\ o00 \ �\ `'f`er``' ;_---- '`_ // / ,14 CIA I _ !CD16\' 12•-10- A. p�i (11 _ o J .,1 ( Leading Edge of I �, �\ \ "j\ , l - - - - - EXP - _ \\ - 20 Ain SO-s' Coastal Dune I \�� / // / - �-- ��\ -\ -- -5 +\ -- -- -- -- -' -- -- - -- As Located by ENSR I 81 \ i q l�' ,-' TH h\ - -- _ - Wit^ ^ - \ ___� -- ,1 O \ ; mouse l I ' i \\ �� �` � ` _ \ �_ �. �� � \1 -------- �\ End of a'I(. d o , NC1TE: - - - - -__ 17 - � III 1 1` ,oS:E SHEET 2 OF 2 FOR cDts ---- ------ \S).'- TIC SYSTEMDESIGN MO"00c, '0 50' Buffer Zone\- \ /\ I \ - 1 -----�------------------ O�O - ------- ------ ------------------- - '------------- T -- ------1-8-- O ------ ------- -- \ ------ O-, 6s � O' ---- -------- a --------------- --- ---------------- o -- ----- Ob State & Town ueflned - -- / Benchmark:CBdh . - \ - ------ _ \ P of Coasts! B rr \ \ cD11 I �, �_ _ _ _ _- - - _-�-_� ubJect ° fnd Top of C_n. rete Bound I \ \ (� t-i-- _ ,� \ -- 9' �`-___� - __-_--- - =- _ ^-- '7dv1 Action ( ) _ \ ` _ - _ \ - El. 18 47' (NGVD 29) CDS 47 CD13\ \ 1 / �yi - \ � -' ' --__ \ \ '_---------' CDs ---------- . �-'`\ - -1 - \ \ \1 \ 7 — — BoatShelter ------__ __- -- ----------------------- Edge of Coastal \ \ ` /�, �_ / \\ \ �`- "�=•� _ _ � d e Dune ---------- +� Flagged by ENSR -__------------ \ / ._ - _ - - \I\ __-- - cot SM7 - ---- ------- —�- SM10 I SM5 - ,--- -� -- -- SM -- Edge of Salt Marsh \ SM1 SM2 .II. /- --- l® -_ �� --___ SMS 9 ^t-- Flagged by ENSR \ , -- - SM6i /�� ,,�j� -------------� JI, 41 o. ail. till 014 OF 4f AIL PETE 9 RICHARp ti� _ /LHE Ft � UX N -_ -- -- - Seapuit Rivero 034312 C Y 4VIL - 9�ES9��� (Tidal) Title: PREPARED BY: , PREPAREO FOR: Notes/Revision. 4 Site Plan T a S Sullivan Engineerin � II1^. Cape L r�, _ 1.) The property line information shown was a Proposed Septic System g 7 Porker = Rachel L. Mellon camplled from o'/allable record Information. PO Box 659 , „ At Osterville, MA 02655 Osterville MA 02655 8554 Oak Spring Road 9 Indian Trail ` /n 2.) The topographic information was obtained (508)428-3344 (508)428-3115 fox (508)420-3994 (508)420-3995 fox U V PSul1PECs�aol.com copesurvgcopecod.ne: ,��pPrville, �1 �Ol �4 from an on the ground survey performed On or between 3/June102 and ll/June102. Barnstable (Osterville), MASS. _ y, _ WHK/VDH 3 ) The dot.jm t, •ed is NGVD '29, a fixed mean N Draft: J00 Field• ` Date: .,. , . . _ _ �n 0--- 30 .- --- 60 12� August 1�, 2002 Como/Review: PS i /raft: MOH ,- - r, �- y _ see le,,; data r, Pro;. # 98045 Dry ,rr g # C40 5 , iGt d r/? - . .,�.o. �;✓�-v.F�:... -. _ tF.�R .r.....:.- ,�..d...._..SE-A..9.a. x