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Home My WebLink About0048 OYSTER WAY - Health DYster Wad - Osteiwill.e A = 072 -0'2.0 - 001 f / \ `1y S' o I '; e Commonwealth of Massachusetts ?D-OD/ Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 48 Oyster Way D Property Address louis Vinios Owner Owner's Name t++ information is required for every Osterville Y/ MA 02655 4/15/2016 page. City/Town State Zip Code Date of Inspection tp m Inspection results must be submitted on this form. Inspection forms may not be altered in any r+ way. Please see completeness checklist at the end of the form. Important:When A. General Information filling out forms on the computer, use only the tab 1. Inspector: key to move your cursor-do not James Ford key the return Name of Inspector Y Ford Septic Services, LLC rza Company Name P.O. Box 49 Company Address ,erom Osterville MA 02655 Clty/Town State Zip Code 508-862-9400 'S12482 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 P and complete p e 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 Furth r valuation by the Local'Approving Authority 4/21/16 Inspect Signature Date The s st m inspec or shall submit a copy of this inspection report to the Approving Authority(Board of Hea 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 �D� (�S Commonwealth of Massachusetts v Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 48 Oyster Way Property Address louis Vinios Owner Owner's Name information is required for every Osterville MA 02655 4/15/2016 page. City/Town 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: 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 48 Oyster Way Property Address louis Vinios Owner Owner's Name information is required for every Osterville MA 02655 4/15/2016 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 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 48 Oyster Way H SV y Property Address louis Vinios Owner Owner's Name information is required for every Osterville MA 02655 4/15/2016 page. Cltyrrown 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 Y2 day flow t5ins•3/13 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 48 Oyster Way Property Address louis Vinios Owner Owner's Name information is required for every Osterville MA 02655 4/15/2016 page. Cltyrrown State Zip Code Date of In 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.. Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 48 Oyster Way Property Address louis Vinios Owner Owner's Name information is required for every Osterville MA 02655 4/15/2016 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 y 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): 5+ Number of bedrooms (actual): 5 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 550 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 VoluntaryAssessments nts i1M 9 y •` 48 Oy ster Way Y Property Address louis Vinios Owner Owner's Name information is required for every Osterville MA 02655 4/15/2016 page. CltylTown State Zip Code Date of Inspection D. System Information Description: Number of current residents: 0 Do es residence have a garbage grinder?g g El Yes ® No Is laundry on a separate sewage system?(Include laundry system inspection information in this report.) ❑ Yes ® No Laundry system inspected? ❑ Yes ® No Seasonaluse? ❑ Yes ® No Water meter readings, if available (last 2 years usage (gpd)): Detail: unavailable Sump pump? ❑ Yes ® No Last date of occupancy: unknown Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins•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 48 Oyster Way Property Address louis Vinios Owner Owner's Name information is required for every Osterville MA 02655 4/15/2016 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: unavailable Was system pumped as part of the inspection? ® Yes ❑ No If yes, volume pumped: 2000 gals. gallons How was quantity pumped determined? Reason for pumping: maintenance 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 v Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 48 Oyster Way G^M SV Property Address louis Vinios Owner Owner's Name information is required for every Osterville MA 02655 4/15/2016 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: installed -4/28/06- per as-built Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: feet Material of construction: ❑ cast iron ® 40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): Depth below grade: 12"feet Material of construction: ® concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 2000 gal. H-20 Sludge depth: 1 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 A 48 Oyster Way Property Address louis Vlnios Owner Owner's Name information is required for every Osterville MA 02655 4/15/2016 page. CitylTown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) I Distance from top of sludge to bottom of outlet tee or baffle 32 Scum thickness 4 Distance from top of scum to top of outlet tee-or baffle 6 Distance from bottom of scum to bottom of outlet tee or baffle 19 How were dimensions determined? measure Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liq uid levels as related to outlet invert evidence of leakage,4etc. The Tees were present.The tank is in stone driveway. Steel covers were installed and now are 2" below grade. Grease Trap (locate on site plan): Depth below grade: n/a 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 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 48 Oyster Wa , Property Address louis Vinios Owner Owner's Name information is required for every Osterville MA 02655 4/15/2016 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 El other(explain): N/a 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 l5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 48 Oyster Way Property Address louis Vinios Owner Owner's Name information is required for every Osteryille MA 02655 4/15/2016 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 even Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): The D-Box was normal. recommend bring cover up to grade. 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.): N/a * 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 48 Oyster Way Property Address Iouis Vinios Owner Owner's Name information is required for every Osterville MA 02655 4/15/2016 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type. ❑ leaching pits number: ® leaching chambers number: 7-galleys 12'x80'x2' ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): The Galleys were dry and clean. a camera was used. There were no signs of failure. They are in the stone driveway. Recommend covers be brought up to grade. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration n/a 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 Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 48 Oyster Way Property Address louis Vinios Owner Owner's Name isrequired for every Osteryille MA 02655 4/15/2016 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.): N/a t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 • Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 48 Oyster Way Property Address louis Vinios Owner Owner's Name information is required for every Osterville MA 02655 4/15/2016 page. City/Town 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 A C3 � y i 0 ` a O S O 3 GAM L A 3 1 ? 30 a fob 3� 3 Y3 U(' I 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 48 Oyster Way Property Address louis Vinios Owner Owner's Name information is required for every Osterville MA 02655 4/15/2016 page. CltylTown 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: 16'+/- 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: Design plan 6/05 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: Before filing this Inspection Report, please see Report Completeness Checklist on next page. 15ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 48 Oyster Way Property Address louis Vinios Owner Owner's Name information is required for every Osterville MA 02655 4/15/2016 page. City/Town 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 No. 0 6 — Fee THE COMMOKWEALTH OF-MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ftplitAtlon for Misposal *pstrm Construction VErmit Application for a Permit to Con t( ) Repair( ) Upgrade ) Abandon( ) ❑Complete System 9 Individual Components Location Address or Lot No. Q Ste/7 (�G�, Owner's Name,Address and Tel No , f'll �aclr;G }Dols 1/f nias Assessor's Map/Parcel Q O dZUo2/ ,r 1W6 ur c, 0,r OA rA Oa-U 1' Installer's NampAddress,and Tel.�No. Degigner's Name,Address,and Tel.No. PAST,flnZ Q� . AM iq--. llftre4- kx Type of Building: 0-4a --33�!4 Dwelling No.of Bedrooms (v rot-41t4 Lot Size io sq.ft. Garbage Grinder( ) Other Type of Building v? i rL No.of Persons Showers( ) Cafeteria( ) Other Fixtures I fj & u �+ Design Flow(min.required) SO gpd Design flow provided /3 gpd Plan Date /Vo lrrMJ2-0-� /O d 0/b Number of sheets ,/ Revision Date TitlevSI�Z-1'1 P��') ��G�-�.. ��'a'�.�74�-eel �r(��@.1�►�`+' 1.]�t�-d 2C� Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) l H n 1^� a i lJnh �W A f r A-x aN Uri'tn Date last inspected: a 0 evom Mc,ib, h,rvW, )-uu5--3 1Vr7% 9 3��G� Agreement: w� ��^c�vff �l tnrb�yc yr,14eC: ,�l 01- II/I� /o� �v►��r rep�rz�ib., it e4 = jlo yptI�.e�rlpOU'oSiC�6� The undersigned agrees to en re the construction and maintenance o the afore described on-site sewage c(isposal system to accordance with the provisions of Title 5 e Enviro tal Code and not to lace the system in operation n it a Certificate of / �bi P Y P P0o Compliance has been issued by this Bo d o alth. ��f c4q?g,,4 NA w/ �� Signe Date Application Approved by D Date /a Application Disapproved b Date for the following reasons Permit No. 5L 0 — Y Date Issued /t a ,I- No. �Q L/�O� . ,c, Fee - THE COMMONWEAV F MASSACHUSETTS Entered in'computer. .PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS j` Yes �. Rpplitation for MispoBal Opstem Construction Permit Application for a Permit to Copy t( ) Repair( ) Upgrade ) Abandon( ) ❑Complete System Individual,Components Location Address or Lot No. ® C� r t,00,l Owner's Name,Address,and Tel.No. , Assessor's Ma /Parcel t 11 L° ( ko w;g V, n f P � tl G`-s-00 f lours, Cr,4,rr Installer's Name ddress,and Tel.No. Designer's Name,Address,and Tel.No. hS1Gsf1Ti kGv✓��1 la" r , P. 6 Q r Qe r R_A 0 aoA 6! q -#err;l! e Gd , Type of Building: ,•Dwelling No.of Bedrooms S .41v f v fMLot Size 10 /b'/ sq.ft. Garbage Grinder( ) Other Type of Building p� s l ,tom Lv Irr. No.of Persons Showers( ) Cafeteria( ) Other Fixtures 1 01.,b q \Design Flow(min.required) So v 0 gpd Design flow provided /33 gpd Plan Date NO Ye J7)ia_r10 d ift Number of sheets e Revision Date Title r &l7 '!�G'�A41` 'y -!i 1L�.LC.� . _W v 1 Size of Septic Tank Type of S.A.S. Description of Soil r Nature of Repairs or Alterations(Answer when applicable) TIJ ( P ne. Fur a n ,v / �^r q R La �l / L k/ n Q C 4 d nn i , i (U�1 Ar f�✓ ad�iP�na� +'UW 61 tar F ,�IV Date last inspected: y ,-0d �„�',� fnJv1P• oloyf-jot G(PJi�,�rC� lv�+ 91,? C� S / q Agreement: I,.i� c ;�c��Gl b� Jr rPr: �1 01 II/1�//0� p�j y r� r�,c S �J PJ�vpr,� 1/0 yPU/2e�jvUuos�/� The undersigned agrees to en re the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5^e Envirogmejital Code and not to place the system in operation until a�Certificate of Compliance has been issued by this Bo d o Signe DatetJ` Application Approved by r" AAI Date 1 1 1 /U Application Disapproved b Date �\ for the following reasons Permit No. a U /0 L/Sa- Date Issued / /,g -------- ---------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of.Compliance N VS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded Abandodeg( )by at Q t_r !� kj V 1 )1 as been constructed in accordance with the provisions o Title 5 and the for Disposal System Construction Permit No.a b/U``/5 Z dated Installer Designer #bedrooms 5�,,r J4,4, L� r4 v+/P Approved design flow to 0X. gpd The issuance of this pe it shall not be construed as a guarantee that the system will r c 'o Jn,as designed. Date I�� 0 Inspector ��p' ;-v � {�1 . 0 No. a 0 l0 — yS;?- Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Misposar 6pstem Construction permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at ®'� -/' f,. / �Q tr►�/ I.f �u SY and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with .Title 5 and the following local provisions or special conditions. Provided:Construction ust be completed within three years of the date of this pe Date /? I/ Approved by L - -- - � Fee-------------------- BOARD OF HEALTH TOWN OF BARNSTABLE w iication Ar Well Construction ermit Application is hereby made for a permit to Construct (X,�, Alter ( ), or Repair ( )an individual Well at: Location — A Assessors Map and Parcel -- � Urc o of -- .� ,� ►c 22� C_1ff�ss'C� — `�0 Ow er � — _-- — - � Address — —�- ,,q'� 7cG ��c�i< l tl�trv'G2-6 Installer — Driller Address Type of Building Dwelling--- ---—------------------------------------------- Other - Type of Building -------- No. of Persons----- -------------------- ------------ Type of Well—6—�tso �L�� Capacityvse ----�-�- '�--- - — .Purpose of Well--'6 4 cew c..A,\J-C, Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of vate Well Protection Regulation — The undersigned further agrees not to place the well in operation of-Hu a ific of Compliance has been issued by the Board of Health. Signed �- — — ---�— v= t�i- �d to tell 0-6 Application Approved By —--------—— -- ate Application Disapproved for the following reasons:-------------— - - --— -- - --— ----- ---------- ate d - --- --------------------------------------------------- -- date -zoob I 5/! ---- -- Permit No.----- ---- -- --- Issued---- --- ------ date BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate Of COMPUance THIS IS TO CERTIj, That the Individual Well Constructed (Altered ( ), or Repaired ( ) by- ` —--------------—--------- --- -- --- -- - -- -- _-------- (�{� S Installer at- - -�— sS�— -- " '"' l —_—----- ------------ 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. '�-j 00(9 o(�-Dated-5144Q�-----___- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE------- --- —- — Inspector-- --- - - -- -- —----—--- � - og No. Fee---- - -- - BOARD OF HEALTH 1 XL-,-I , TOWN OF BARNSTABLE 0-f�r`` Zipp[ication for Veil Congtruct ion Permit �uSfi �/✓.�PH�/ILA f. Y'JApplication is hereby made for a permit to Construct (�4 Alter ( ), or Repair ( )an individual Well at: Location— Address Assessors Map and Parcel d�4�?g -Co OOTT vc/T( o n� _ �_G4 f�SSL-r�V A-_D 202— Owner Address _�°TC,4a/7�.G_Gt�c°�c- l.�k.�l.<.tn/Gt�,✓r_, ��_d__�,O'X_��----1__(_�. r�F�C� Installer — Driller ( Address T Type of Building r Dwelling Y—--- -- —---— Other - Type of Building— ___--_____ No. of Persons---'U� ------------- - Type of Well 7L .S(>rt'C G Capacity ypt ------- Purpose of Well-- D tt 'X A -Cad U n! c) ` Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of ealth--P . ate Well Protection Regulation — The undersigned further agrees not to place the well insoperation until a C ific e .of Compliance has been issued by the Board of Health. SigneddT.I— -- -- —— —ate 2 _ Application Approved By — - ------------ ate -�----- Application Disapproved for the following reasons: ------- - —- —— - ---— ----- r n. s .,,.Yq;r... -------------- — -- -----------------------------_--___—_ date--__ Permit No. —— — Issued--5 ------ -- --=—- "•date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f ComPliante THIS IS TO CERTI That the Individual Well Constructed (44 Altered ( ),.or Repaired ( ) ------------------------------------------------------- --- Installer at- -- _� nt;r — f�Ste) ---------------- - - -- --- — -- 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-----------------------------------——-----— - BOARD OF HEALTH TOWN OF BARNSTABLE Ivell Construction-permit W - G_O1 1 --�- No. -- Fee-- Permission is hereby granted `' Lan, - --- -------- � to Constjuct (--),, Alter ( ), or Repair ( y an Individual Well at: No. - ( - -------- ------ ---------------------------- Street as shown on the application for a Well Construction Permit No. 'Z=el- o A If — Dated--- --- ------------------------------- - -- Board of Health DATE-- Tf)0 (-3 — ,w. TOWN OF BARNS'I'A:3LE LOCATIO N SEWAGE # 05 OD VILLAGE ( � 9S..1 n ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. ig SEPTIC TANK CAPACITY D LEACHING FACILITY: (type) (size) �,� NO.OF BEDROOMS BUILDER OR OWNER 01A PERMITDATE: OMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility MIA Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) t I Feet Edge of Wetland and Leaching Facility.(If any wetlands exist, I within 300 fe t of4eachinj ty) � Feet y Furnished b a 0 0 i No. ✓®c"5— L Fee 6®- THE COMMONWEALTH OF MASS ACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2pplitation for W5po t *pgtem Con!6truction Permit Application for a Permit to Construct(L/�Repair( )Upgrade( )Abandon( ) Complete System O Individual Components i Location Address or Lot No. 5$ ©r57 ir'upq� Owner's Name,Address and Tel.No. '781^%3— '28Z'L O&,,v,He,114 04 s� VXj ee.4tZ`E7,evs t Assessor's Map/Parcel 0�!;X 90-601 !Pbu*C 'zw cDHA Sse-r ai1AA cLo25 In is Name,Aress,apd TeJI o. Designer's Name Address and Tel.No. �r�`©`v �� (i��/ j�. Sc,rll✓ate tla •Hee:,'.a�, Z+�c. 7 1Os v��/e Mid 40d f:29 33.4 Type of Building: Dwelling No.of Bedrooms 5 Lot Size 6 6. /97 sq.ft. Garbage Grinder Other Type of Building &g c"' No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design.Flow 5,5,0 gallons per day. Calculated daily flow 933 --gallons. Plan Date 70e1 As loon Number of sheets 9 Revision Date Title Ss' QJQLP WAX Le &.-&s Size of Septic Tank 'goo Type of S.A.S. R- Ss40 me f tcae.L 4rzaliu Se Description of Soil Q Lm$fer d ��- " (1 4 �1Q��l g t �•?~t�, r�rarsr� lB yap� Nature of Repairs or Alterations(Answer when applicable). Dateaast inspected: Agreement: The undersigned agrees to ensure.the construction and maintenance of the afore described on-site sewage disposal system in accordance with.the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi cate of Compliance has been issued b is B of ealth. Date Application Approve Date Application Disapproved for the following reasons Permit No. 0 S -71,0'a-- Date Issued , 1�,10, • _._,...�°',. � s. .` Fee ?— - Entered in computer: g •r THE COMMONWEALTH OF MASSACHUSETTS - _ k es 'T 'PUBLIC HEALTH DIVISION -TO�I,VWOF BARNSTABLE, MASSACHUSETTS f cation for tg oar Opgtem Conelruction errttit___,_ Application for a Permit to Construct(Repair Upgrade( )Abandon( ) X Complete System El Individual Components Location Addressor Lot No. $ seer - " _ a Owner's Name,Address and Tel.No. Z8I— 3�3 �— Z'Zr ' ,�..--� �� ©t�'e�tlL', /�Q OySt�cz �tl�`( Q-e�t_T`(�••evs� a ap[Pa Assessor's Mrcel o��oao-ool �ex�c 220 �'�faSSET MAazo25 Inst ler's Name;Address,and Tel No. _ Designer's Name,Address and Tel.No. Su11'✓aM �_q `7/- 39 2 °`V MA o 2 s,i, o gas- Type of Building: F Dwelling No.of Bedrooms .5Lot Size 6 /97 sq.ft. Garbage Grinder a I` Other Type of Building 9�,; 1 No.of-Persons Showers( ) Cafeteria( ) ` Other Fixtures �' \ ` Design Flow SSD+ gallons per day. Calculated.daily flow 2 31 gallons. Plan Date�1.�., .12 96n-V" Number of sheets 7 Revision Date }• f Title _ a 7 .n i f «o a i... ,, A)-' , n /9Sg� Size of Septic Tank 1 .�1�D['> > Type of S.A, - s p rs 1. Description of Soil p " " - s` r. f 953 a-12O't yrnir l�i.vs•4ie it i LY 49 '.°+ Nature of Repairs or Alterations(Answer when applicable) • °s , t - ' - '"" ►W,,.... Dat&last inspected: i t f Agreement: a ' The undersigned agrees to ensure the construction and maintenance of the afore describedon-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 issue is B 9 of ealth .I _ S• d Date Application Approve Date f f ,Application Disapproved for the following reasons " Permit No. �60 5 M n "�l— (Date Issued _. . - ---------- j--- ------------------ �,. 5 THE GQMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS e Certificate of C6ftt lriance THIS IS TO CER IFY, that the On-site SWge Disposal System Constructed (Y)Repaired ( )Upgraded{ ) ' R'Abandoned( " )by l O �/lO,/ �\\ at ,_ ),.� � has been constructed in accordance with Title and the for Disposal System Construction Permit No. LJG 5��-dated Installer Designer— �7 The issdance of this permit shall not be construed as a guarantee that t e syste/ 1 f�iut ction as designed. Date Inspecto?�. 5 « No. ')=3 Fee-t-°-)— THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mizponl *pgtem Construction Permit .2�. Permission is hereby granted to Construct(f,)Repair( )Upgrade( )Abandon( ) 'System located at. .`� �L-- .. 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 condit'pns. ' Provided: Cons coos ryst be completed within three years cf the date/of t It. Date: APProveA}r— p._ Town of Barn �p 1HE't� regulatory Services Thomas F. Geiler,Director r * BARNSrABLE. + MASS& Public Health Division Qj i610. ♦� ATEo �a Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office:. 508-862-4644 Fax: :508-790-6304 Installer &Designer Certification Form Date: 0,7 Sewage Permit# ZiV rj'- 0zAssessor's Map\Parcel cfi7Z.� Zoo Designer: y�Ge/lf�� ' � Installer: D� /</ d��S . Address. Q 66 y' Address: 7G �9 �5OY 051_t1Vi1& "Ica On G was issued a permit to install a (date) (installer) septic system at S J L°/\ �Q'r �cS based on a design drawn by (address) AZZAE 1.C �V W dated (designer) I certify that the septi6 system referenced above was installed substantially according to . the design; which may;include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changer (i.e. greater than 1Q' lateral:relocation,of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Stripout (if required) was inspected and the soils, t were found satisfactory. (Inst is Signature) 1 PSM ULLOVAJ k-0-297W Cllll'L (Designer's Signature) (Affix heAlgger..rt Sta"mp Here) PLEASERETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL i NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE!RECEIVED BY THE E BAR.NSTABLE PUBLIC HEALTH DIVISION.. THANK YOU. Q:\Septic\Designer Certification Form Rev 03-09-06.doc r . E"IRO TECH LABORATORIES,INC. - _ MA CFRT.NO.:M-MA 063 - — 8Jan Sebastian Dr-Unit#12 _- Sandwich, MA 02963 (508)888-6460 1-800-339-6460 FAX(508)888-6446 CLIENT: Atlantic Well Drilling LOCATION: 58 Oyster Way ADDRESS: PO Box 339 Oyster Harbors No Eastham MA 02651 Osterville MA COLLECTED BY: R Peterson SAMPLE DATE: 9/6/2005 SAMPLE TIME: 1:30 WATER SAMPLE TYPE: New Irrigation Well DATE RECEIVED: 9/7/2005 LAB LD. #: 0509094 WELL SPECS.: 42' Deep 20'Static RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Date Analyzed Limits Coliform bacteria /100ml 0 0 9222 B 9/7/2005 pH pH units 6.5-8.5 5.78 4500 H+ 9/7/2005 Conductance umhos/cm 500 108 120.1 9/7/2005 Nitrate-N mg/L 10.0 0.06 300.0 9/7/2005 Nitrite-N mg/L 1.00 <0.004 300.0 917/2005 r' Sodium mg/L 20.0 14.2 200.7 9/9/2005 Iron mg/L 0.3 <0.1 200.7 9/9/2005 Manganese mg/L 0.05 0.009 200.7 9/9/2005 COMMENTS: Low pH indicates high corrosive characteristics. WATER MEETS EPA STANDARDS AND IS-SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. ND= None Detected. <=less than >=greater than TNTC=too numerous to count 141 Date qfiyh,� � R4#ald J. Saaff Laboratory ector MPusetts Department of Environmental _All ub ent Office of Water Resources 134666 TYPE OR PRINT ONLY Well Completion Report 1.WELL LOCATION. GPS(OPTIONAL) LATITUDE- / LONGITUDE Address at Well Location: 576' 0 gS'6L4. UA 0 Property Owner: No 2 A E 6d Js72JC C OAf Subdivision Name: P.T S 16112— U2S Mailing Address: v 0( oX 7 S Z- City/Town: S-1 j?-yZ\1 l LLE t M A City/Town: M&P--5t(F/&C.6 Assessors Map —Assessors Lot#: 2© - + NOTE: Assessors Map and Lot# mandatory if no gtreet-address available Board of Health permit obtained: Yes Not Required ❑ Permit Number��"2� Date_Issued 2.WORK PERFORMED 3. PROPOSED'USE 4. DRILLING METHOD New Well ❑ Abandon ❑ Domestic D�r_Irrigation ❑ Cable -- - Auger ❑ Deepen ❑ Recondition ❑ Monitoring ❑ Municipal ❑ Air Hammer" aQ Direct Push ElReplace El Other ❑ Industrial ❑ Other ❑ Mud!Rota 'tea ❑ Other 5. WELL LOG M Unconsolidated Consolidated 6. SITE,SKETCH(use permanent tandmarks with distances) H Permeability T u, d �y�1� e.f a� a� 4, ! ; From (ft) To (ft) > High Low U) � � m Other Rock Type p HOUSE 004 3 3 9 ✓ ✓ titer., ,- -- - 7 WELL CONSTRUCTION. 8� CASINO w , Total Depth Drilled From (ft) To (ft) Casing Type and Material Size O.D.-(in) Well Seal Type Date Drilling Complete 0 - 6C.0_?A-Q C_ 9.SCREEN From (ft) To (ft) Slot Size _ Screen Type and Material Screen Diameter 10.FILTER PACK 1 GROUT/ABANDONMENT MATERIAL d 11.ADDITIONAL WELL INFORMATION Developed? Yes ❑ No From (ft) To (ft) Material Description� Purpose Fracture . , } Enhancement? ❑ Yes Method Disinfected? 1?5 Yes ❑ No 12:WELL TEST DATA(PRODUCTION WELLS) F 13. STATIC WATER LEVEL(ALL WELLS)' . Yield ,NTime Pumped Drawdown to Time Recovery to Depth Below Date Method (GPM), (his"`&min) (Ft. BGS) (hrs & min) (Ft. BGS) Date Measured Ground Surface (FT) �l /oC C Mp� wit p ; ; 2 o.o� ;� v�� -6- 0 2D 141 PERMANENT PUMP(IF AVAILABLE) _ • 6 15.NAMEIADDRESS OF PUMP INSTALLATION COMPANY Pump Description �� ' Horsepower Pump Intake Depth - `=< (ft) Nominal Pump Capacity (gpm) 16. COMMENTS � � 17. WELL DRILLER'S STATEMENT This well was drilled a d ora obi ed under my supervision, according to applicable rules and regulations, and this repol3 ' co plete and correct to the best of my knowledge. Driller: (, 2 7 Supervising-7Driller Signature: "�Registration #: �� Firm: --F-/c ' Date: /6/0'� Ri Permit#: 6 NOTE. Well Completion Reports must be filed by the registered well driller within 30 days of well completion. BOARD OF HEALTH COPY c� 1, o - —So _ c VO. Id i Lj. r r I ` �j Fee---�� ---------- BOARD OF HEALTH TOWN OF BARNSTABLE alp 6;7;2 - 6aa 0(ppitcation-*rVefr Congtruct ion Permit oa( Application is hereby ma a for a permit to Construct X), Alter ( ), or Repair ( )an individual Well at: - nr4�k lam. ---- 2 'L o -- i --- L anon — Address Assessors Map and Parcel Address ress Q ' J -r --©-�--------- - --- Installer — Driller f Address Type of Building S('nr�ct�L l Dwelling - — -- —- - Other - Type of Building- -------------- No. of Persons-------------------- Type of Well— Ai©N „h MLe� ------ Capacity------ Purpose of Well---TAB-�2- ------ Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board- kPrivate Well Protection Regulation - The undersigned further agrees not to place the well in opera ion unt ae .of Compliance has been issued by the Board of Health. date Le)Application Approved By - date Application Disapproved for the following reasons: — —--- date Permit No. -- O - — Issued-- 1-- A'sdate BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f Compliance S TO CERTIFY, That Individual Well Constructed (,S Altered ( ), or Repaired ( ) THIS I t t � � .- Installer A`j 1 by I at- - — ---—--__LA I -- - -- --- —has been installed in accordance with provisions of the Town of Barnstable Board of Health Private Well Protecti n Regulation as described in the application for Well Construction Permit No.�� 0—Dated—� � THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--------- -- - -- Inspector---- - - - ------ —------- r S Fee -- BOARD OF HEALTH ,r, k TOWN OF BARNSTABLE 'Applitation for Well Con5tructionPermtt ©o( E Application is hereby m��a$$e for a permit to.Construct 0<), Alter ( ), or Re air ( )an individual Well`at: L at ion Address n ,.ti(Assessors Map and Parcel O �llp R Q n/__ �15'I2elUI49� T.U , ,�OK ZS'L --— - -- --, —nadreg�, Owner _0tC� j_ _/_t_/�fl Installer — Driller Address Type of Building Dwelling---- __ -___ Other - Type of Building------------- - No. of Persons--------------------------- - l Ca Type of Well Capacity -- — P Y---- - - --—— —— --- , C 7 Purpose _—_-- of Well------- ----- --- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of ea th Private Well Protection Regulation - The undersigned further agrees not to ' place the well in operation untr a certificate .of Compliance has been issued by the'Board of Health. r - - e� --- - - - +" Slgne �- t_1 C,-0v' <�7 O �4 date /— Application Approved By PP date r ' ~dye+...- `x'• Application Disapproved for the following reasons: ------- - —--- -- --------- — —-- — —---— --— �----— date ' Permit No. 1 ---�- — Issued---- ' ----- date ; I_ BOARD OF HEALTH TOWN OF BARNSTABLE - Certificate Of COMPI rite THIS IS TO CERTIFY,-That the Individual Well Constructed ( O�S, Altered ( ), or Repaired -�= `- ---- -------------------------- - -- - ------ ----- -- by—— Installer at J has been installed n-accordance withW provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No.k-A�4aL�10—r'JCODated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL I` SYSTEM WILL FUNCTION SATISFACTORY. ` DATE-------- -- -- - —-- Inspector-- ------ —-- — --- BOARD OF HEALTH TOWN OF BARNSTABLE IVeCY Con5truct ion Permit f No. ---- _ -a-7 Fee- j '�•. cili lisDllJTI i5`iitiel'iy titslll[eQ----� �`' 4^a� ''`"` "— _-------------- , to Construct ( ', Alter ( ), or Repair ( ) an Individual,Well at: No. — -''' CA) C� L�N� _ ------ --------- - - - - -- JStreet as shown on the application for a Well Construction Permit No.- —_1� as"� D e -- -=— �1,� Board of Health DATE— 1 -- 1 Town of Barnstable P# °)28A V Department of Health,Safety,and Environmental Services Public Health Division Date 1/ -4 9t� 367 Main Street,Hyannis MA 02601 BARNSUBM MAR4 . Eo nstis+ �� g Time�D" Fee Pd. to c�• r � Date Scheduled,- ),.. 1�i..- Soil Suitability Assessment for Sewage Disposal r, Performed By: rEtE2 Ste/Ll l�A/✓ Witnessed By: �• QL/N/�//Il�G- .::::. L�UCA�`t0Ni G9N9RA�.I IV0 .MAT�4N Location Address Owner's Name 5-e 011sfEl uxgv 125 l3 r6w o -7- OSfEI(/1LLEt /v114 Address ►vEty yal,k" /r/ Y ~ Assessor's Map/Parcel: -7 2/2 0-1 Engineer's Name S�/LLld/1N 6NG/�vEErlwy /.rvc NEW CONSTRUCTION REPAIR Telephone# 521,'- 412,,,s�- 33y Land Use UV D6V FZ.&P n Slopes(%) 0- Surface Stones O /t Distances from: Open Water Body 6267 ft Possible Wet Area (V O It Drinking Water Well V0 - ft i Drainage Way /VO ft Property Line .3 S It Other /�/�� ft r� SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) 'Q n / \ N 21'J9158 IF Q — 276.63 -v r • M Z � to to A r l40 /�� A 1 00 =284 00 •Ilk- / 72aoo — 49400\� is G v S IFJ 9'59,W c B 7 .4= J.00 OYSTt:� ;/LOT J; r4000Wd.I SAY Parent material(geologic)Q&/l/1.95// P4,01Ili Depth to Bedrock 4/00- .SDD' / Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face IV& Estimated Seasonal High Groundwater L.0 S 5 •rh J11V EL . •5'G /1161ll) BETE I AT'Y lrt:: 'UY2.; . �.O A.::::; .:.::.. .:::::. ::::::.:::.:.:::::::. .:::.:::.: :.:::::.::::::....... Method Used:TU/ym z r3A/11�5>A�Lc- CZWU YIiG/ii ti„C'�i OU/' /l$ Depth Observed standing in obs.hole: N61V15 in. Depth to soil mottles: /l/l//1/E in. Depth to weeping from side of obs.hole: Wo IV L' in. Groundwater Adjustment /1/d ft. .-index Well#___._._ -Reading Date: Index Well level...--- Adl.factor Adj.Groundwater Level_ ..: .. ............. ...: '.:':::::..:.p i .:: :..:.: b!�1.:TES'T>: >::>:::::::>Dte: :::.:>'. ;' Ttm�.. ..... ....... . Observation b} - I V1,A-Z Hole# Time at 9" A/v c, '^ Depth of Perc Co Time at 6" /YI//✓ � 5 T-0 W A,-%ZJ� J Start Pre-soak Time® Time(9"-V) 7/r1! End Pre-soak i�VV\ Z5" At-f.ON/1. 3il�RN 15tj w1�fV In RateMin./Inch _, 4S )rESSZ't�112 v�a »GL ti a Site Suitability Assessment: Site Passed E Site Failed: NVO Additional Testing Needed(Y/N) N Original: Public Health Division Observation Hole Data To Be Completed on Back Copy: Applicant DEEP JOBSEI i�ATI0 1: 0 »- . Depth from Soil Horizon Soil Texture Soil Color , Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % ��l PIIVC AAV-MFX O 0 444F 11f�E It Browiv CaNrsC Ulvvt C-fl 2 st'S S-41" IG 112 S °8 2/a 6eav�L.4 E`r 0 to Y1Z S�C a �c� Lce>S C S� G" c� 29 1-2 0L . ........... .. .... . DI•;EP OBSERVATION HALE LOG R....... . I # - .... . ..:. ....:..... ... .. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % of v )?I AE /VE6DtE — 0 tJ T IYI/ e�Ra! O�r— or � /YD � sr lL S/3 an E sJ MAST 5 n El10w //� � y�. S G z�o6�.vc-ff c. S C� o I► *LGC-Krz. -,VU 29 99 w" C Locr:,e , �6o .. ......... DEEP OBSER ?'AT1�MULE00 .................I................... Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % ... DEEP OBSERVATION HOLE LOG . .. .. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % Flood Insurance Rati Map: Above 500 year flood boundary No— Yes Within 500 year boundary No X Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Ye S If not,what is the depth of naturally occurring pervious material? Certification > 1. V 1 ;14.tiA I certify that on &Mt L JS (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required ng,expertis and experience described in 310 CMR 15.017. Signature Date `� z3� u LOCATION MAP: Scale: 1' a 2000't \ ASSESSORS REF.: - Map 72. Parcel 20-1 \ Ct o \ W \ OVERLAY DISTRICT. \ 4 n'fer on Protection e n /sfricf As Show Plan Entitled 1 Lot 15 I 1 'Revised Groundwater Protection N/E 4. 1 1 Overlay Oiserkis' - April, 199J ° I \ \ JiJ+� B7Utom C Zodel,k c/o My""' \` Of/159216 232. slerlea;rA.rA - \-" ,I I 1 ,T7� F` - I•. i w.A.. .w. i �* FLOOD ZONE: \ \ :�..ra.•rr.P.e \-�C`. /� l !y 1 , / Zone B. C&A I I(e/,11) , L_-- t- Community/ Panel No. 1250001 0018 D t ( See General Nole 14, 1 i 1 „ July 2, 1992 cap. P1yP-fkk. 0 ' I I i I 1 \ I ZONE: \ A 1 1 I 1 I \ P RF-1 0 IS it i .I I I I ` \\ - i I Arco (min.) 87.120 SF(RPOD) \ 1 \ °yr, 1 I \ \ I Frontage (min) 20',, Width (min) 125' le I I 1 \ t - Setbacks: Front 30' Side IS' Rear 15' n LEGEND: \ / !'i ; ! / I i i I O •.' _ Over Head Wires // .L 1 1 O - Co crete Bound 0 Water Gate (round) -0 Guy Pole Utility Pole NOTES 1. Water Supply For This Lot is Municipal Witter. i \ 7. \ 7 e fiener. No e 1 ` 2. Location of Utilities Shown on This Plan Are Ap ll At Least 72 Hours Prior to Any Excavation For Pro•ecl the Contractor Shall Make the Required IT r Notification to Dig Safe (1-808-344-7233) \ i i P° I \ \ i \ 3. The Contractor is Required to Secure Approprio \ ' ,See Cenerol,Nole,y4 Permits From Town Agencies For lcons(ruction Defin by 4. Install Rsersh to is Shin 6• of Finished Grade. ! i a 5. All Sfruc lures Buried > Three reef or Subjecr c _ to Vehicular Traffic to be H-20 Loading. 1 1.Loo / ' a 6. Septic System to be Installed in Accordance Wf I'll 11 A' JIO CUR 1 .0 Revision n' h I � b'K(. 5 0 Latest o d the Town o 4 17 Barnstable Board of Health Regulations. 7. All Piping to be Sch. 40 PVC. - 1 1 I 1 r 3 S. Wherever Sewer Lines Must Cross Water Supply \ 1 �• � ) ( Lines, Both Pipes Shall Be Constructed of Class Pressure Pipe And Shall Be Pressure Tested To r ? Assure Watertightness. i` ' / / '� 9. When a domestic garbage grinder is installed, a 1 I I I I Z( I / compartment tank shall be installed with the fir compartment sized for 0 minimum defen lion fit 48 hours (( 100 gal.) and the second comport �f4' , - ; Va♦ I \• n` sized for 24 hours -50 got.) based on design t 23 , I \ P I I I •, a / ) . Delon Data T 15 ` -- - ( 1 1 Smale Family - 5 Bedroom 7A I e O Doily Flow = 110 x 5 = 550 GPD 25 . Sentic Tank: Design Flow: 550 GPD x 200% = 1,100 GPD - only s.TTw,wLl1. ---- - ,,, a•w DrbAYn•r DA.,1�ine, 1 1 1 1 I � arfiage Grinder: (550 GPD x 200°') + 550 _--xwr4Tbnt.-°==nGl) 1 1 I .I 0 7.650 GPD in 2 Comportment Tank 1 I Use 2.000 Galion H-20 Septic Tank If( '►(q/ Leachin .Area: 5 I/At4. g See.Ceneral Note#4 i-I I WELL550 GPD /0.74 = 743 SF Required ° LOi 205 Gorboge Grinder: 743 SF x 150 -'= 1,115 SF Sic! _ r'ewoll = 268.0 SF 'E-4�0, `vA •+ (1 Bottom Area = 893.0 SF e `' t 1.261 SF Total Provided �p Leoch;ng Chamber Destan: 1 \ N66'40'02'W -L tr All Pippe to be Schedule 40. Use IBB.50' \ TB)�-__ .� Snn Got Leachin a Chambers In o Washed Stone Field as Shown. Check: (1,261 x 0.74) = 933.1 gal -- (OK) Oakdale ri P (40''�fde iwle w' afih � x■■ . Pra 20) 0 . - ��_,,; PERC TEST: 9.284 • -�a•��„• - PERFORMED 6Y SULLIVAN ENG. WITNESSED By: J. DUNNING BARt/STAPLE BON .b FERC TEST - OH-1 . FERFORLIED By SULLIVAN ENG. NOV 12. 1998 AT GRADE EL: 1 200' 0 LAVER.VIAPINE 11EEDLES ' C LAICR IE1111 IRS' 10 IP S/J - N C ARr A11 ' B.la LF 101R 3/6 " COARSE SAND 77' Ct LAVER IOIR 3/6 IEtIOw VeoVil, 29_ CC-ME E SrAS "1 C2 LAVER 10 IR S/6 ELLOw/BRGwT1 COARSE SA1ID G4LCvS IIS366 00.!e- BM5uLrt 24N/INH 10_' NO GFDVI4DW41ER ENCOUNTEFED _ TEST HOLE - OH-2 FEPFORVED By SULLIVAN ENG. AT GRAff EL 200' J_-_- 1 __ II - - 00000 ~~• .a,.L 9SQ®g 1 e O O O O O a LAVER:PUE NECOLES y.ice 00000LEAF MATr98AI 19 B' 00000 N�-�rr (LAVER 10 rR 3/1 BROw11 COIFS All a „'-lo'� e.L C IC-1.5/6 .. e�N w-� I[Ltow/pc'e'1 J COARSE SA':0 7.7' C1 LA•EP IC1-S/E CROSS SEC"ON OF CHAMBER IELLOr./BFOAN TILM310S.". 'A7[VnarTLa NOTiosfALE _9-AB• COA.. SAetD 16 D' ro,loeruA Cz LA1[R,a.s/6 ,ELLOW/BROwN �•-� COARSE SAhO 10.0' NO GROUNDWATER ENCOUNTERED PREPARED BY. PREPARED FOR: GENERAL NOTES: c 1.) The property line information shown was 'Ian of Proposed Sullivan Engineering, Inc. CapeSUCv Noranda Construction compiled from available retard information. I•Yf f�} } p { (� PO Box 659 7 Porker Rood 2.) The tODographic information was obtained VeE E(e((Ls at 5U Oyster Way III Oslerville, L1A 02655 Osterville ILIA 02,155 290 Commonwealth Ave, Unit 5 from on on the ground survey performed on (50B)47B-JJ4A(SCA)42H-J115 1R• (5'3)42O-J99A f5O8)A2C-J995 f°r or between 151JUN105 and 16/JUN/05. PSuuF(p�M.rcm rnnv..or PPerPe.Pel table(Oyster Horbors)MasS. Boston MA 02115 3.) The datum used is NGvO '29, o fixed mean Draft: D8/✓OD - Field: P.LH/IYHK Y0 0 TO 20 40 80 sea level datum. 7e 27, 2005 i" = 20' Comp/Review:Ps Comr/Drort: WTo,, 4.)Londscooe Plan to be provided by others. y� Proj. 16' 2006' 1 Drawing p C636G1 Atlantic Well Drilling, Inc. -- ---- - P.O. Box 339 -- _ N. Eastham MA 02651.__.. ` r NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD ~ 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.)' VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION 4.j ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS IV STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 \ 5.) 110 MPH EXPOSURE B WIND ZONE _t NEW zxar 1 BATH u.c.RrF. s1 0 EXIST. GAM EROOM EXIST. n SECOND FLOOR PLAN LEGEND: EXISTING WALLS CONSTRUCTION TO BE REMOVED NEW CONSTRUCTION COTUIT BAY DESIGN, LLc NEW REMODELING FOR: SCALE: DRAWING No.: BJlDfA 0R W4S:prA NEfOWOON i rE'JE C�+AVmV08 PRORTO crNrr or 43 BREWSTER ROAD «°F '°" 1/4"= 1'-U' DJ 71EF£CRNMta3S i wrciflRJCTIdI MASHPEE ,MA. 02649 TES RESIDENCE Yil,4Elof�ArlT<ifol,'M�q RT1�E � DATE PH.(508)274-1166 4/7/2016 FAX(508)539-9402 48 OYSTER WAY OSTERVILLE, �A ��"�°��" ""�' Al FJICIWIE,,lMGVPmow Pp0 cnm i f' - . L_1.__:...____.'... k '. . . ! . . . . �". � . � � I _ _ _-. - -r. <4 ¢ _ _... U 1' -- ---- -- _. _— __ -_ O _ __._.___- 1f _. K _ __—. .... —___ — i . �� ' - . . . . i - - NIA l/' l/ - a- '; w i)..,_". .. is J � v y f -- m. P�' _ }' .y.1 r tti _.. �b �— k \ r,t -LL i is Ya MA% -__ .il;lS o ._. I ' ` Q ,I. .;;.. I ','�!, _,!, tr'W-v�,:f7•vl tI.; , 71I I !�t—':I _ �'I I ..�j.. .. q, 11 : !"", 1 _- '�,iJP,.�,t`.�.'--,l. I i- i. e '1;` "G..IC i '.(}LSJ•Cp. _ .. � .11 t \, i - I i. . 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I s j r �r ...M { 140 ; % CAS& -13 i�'g44IL 4 I TJ 1230.3�5 1-4 oo � ti j I i IL .11 _ fSC Lr ( t i I I r. II I i I w TO SW 44�14 l!d I i j f jI I I j I i , , aN N �-- i oysV--f—O •Is S�G'(lot:l '£•-� �'Cil2U (CiTC.�'.`iTM2'4'ilu�R,� f V 1 9 ! i n III fL �rqb.p�gFu�. II vw.'bHT i c 6;m:lip wtvta'2 P T v ReLow r�ioFr r - if o ,c c M0 `. t�ltX lf<g (b D >. xlld+YtgiBodS• zrap ..gKs FapvEuTi 0 a - p¢wrt��ca oauamdu Puk` 2-11 i� WL rMrt --- - 4 —�-1 - - 4K✓8 fl'' � ' . . . -.1/qXU(l.vu pucures Al Al !o k5 cast StFk� z-`SToPL?o!owt. Cv4� _ .. T - .. x19WL,MW.V-F f, H OF c3 � _ � f `o I •t 9�, a — L - JOHN QUEEN `" -f ---- - -- STRUCTURAL 8 011 ____ T�buit(Kti f+DTJ•We[I c-,foO ATQwS I Coss c?1DN __ � k'( GAMaz-YIlb+ S `4`p�ONAL LNG I' /.--7 � �4 X C c.�e� G� 3 -C�� b�.�tttxtGO fiGE� --F—;�,m17. 511 . of _ PROPOSED .6" HDPE I DRAINAGE MANIFOLD 1% ±PITCH TO PIT (TYPICAL) .CONNECT ALL DOWNSPOUTS AND / OR EX. DRYWELLS - .o - �p� PROPOSED Qs COVER TO GRADE �,o '�F' PROPOSED p� 5 REQUIRED A c 2 — PROPOSED 4 VENT i po Fc y A SCH. 40 PVC = "" -- :. - �' �, 'QO� y�ST �� 1� ��■ CONDUITS FOR FUTURE SERVICES i INV. 48.0E SEE LANDSCAPE p tiF PROPOSED 4" SCH. 40 PLAN FOR �` 3 PVC SEWER LINE I PROPOSED It EPTIC TANK INV. EL. 47.05 DRIVEWAY LIMITS 49.3 8 4 8, .Qp �� . x 19.3 . — � INV. 46.5± �p h'S' 2% PI TCH UP TO I 4 0 �6,Fyc SFO �� — _ — — x49..95I. Tys �� Q FOUNDATION (MIN.) I INV. 48.5±�\ f S�o�FycT /r�, �F�c ��\ L _ FOUNDATION INV. 49. 10 O y PROVIDE CLEANOUTS I Tp ,qj x AS REQUIRED I - 49 5 d �yF�Fq�p�ally `sI- I 4 .3 o X = = - _ _ F,Q LIFO •� � n o / _ - PROPOSED CATCH BASIN ACME PRECAST X W/ FRAME & GRA TE Ix .3 x49. 7 — J PROPOSED 6" HDPE SPECS. TO BE I DRAINAGE MANIFOLD Bot. of Shingles 1% PITCH TO PIT MIN. APPROVED BY ENGINEER i I INV. 47.5± (TYPICAL) t I CONNECT ALL DOWNSPOUTS AND / OR EX. DRYWELLS I I � 1 I I i I TITLE: Sketch Plan PREPARED FOR: PREPARED BY.• NOTES: Proposed Driveway Zacharie. & Louis Vinios Sullivan Engineering, Inc. 1� Grading & Drainage PO Box 659 0 2021 Oyster Harbor Ostervilie, MA 02655 At Osterville, MA 02655 508)428-3344 (508)428_9617 fox '— 58 Oyster Way Barnstable _ � Osterville4 Mass. 1 20 0 10 20 40 Draft: JOD N DATE: November 10, 2010 SCALE: 1" = 20' Review: Ps _° -• Project: 30023 ' S . E E _ o w a�i m w p � o 16/^ I N st 10 t, ` m L/(A1\ rn E \. G i+ ROOF DECK --------------- --------------- BED.3 LOUNGE BED.4 V U cc a � EX 1 5 T I N G 5 E G O N D FLOOR FLAN ,0*111M ' - — - s _ g; BALCONY LOUNGE =dt_am JA O C � Ca ZL- N — — — — — — — — — — COVERED 4.N 0 PORCH FOYER cc O "z (D »o c m EL - - lob no.: 1122 - date 1.1 DECEMEER 2011 scale AS NOTED rev. rev. Q EXI STI NG REAR ELEVATION EXISTING SECTION N SCALE, 1/4" SCALE, 1/4" o I -OEX Y ISSUED FOR REVIEW sbt I of O — E lt1 � WALL/DEMO LEGEND A $ cc A A-I A-I -- -- WALLS Alm ITEMS TO .. - U N BE REMOVED - EXISTING WALLS TO REMAIN - I N co TJFa�}ST✓RP"1...`1 NEW Ytl"5 DEMO NOTES - =m cc E%15TING DA.>!ED WINDOWS a WALLS N ma TO BE REMOVED AND PATCHED AS - c NEEDED OR REPLACED A5 NOTED. yA E -__3 _ + w 4_______ _ _ _ ___ __ __ ___ ___f5S?%$HEADER_______ __ �__Q -- _ _ _ _ - ____ __ L 1 !_ 1 4 1 1 -r m ' r STRUCNRAL NOTES: EOIIAL EOUAL - ---------- - ----------- ___ ___�g________ . __ _____ -ALL WINDOW[EXTERIOR DOOR EDGE OF SLOPED/ IEADERS TO BE f31 3xB5 W/1/2' _--"--FLAT CEILING --"----- m T ---------- FLAT PLYWOODU E55 NOTED O7i 15E __ e~ Jlq V �_ __ _ __ _ KO -ALL POST56'ENDS OF BENS TO BE _ _______ mQ — (3)2XbP05T5 _ REMOVE EXISTING ROOF DECK, :m —— ___ __ _ ___ _ ___Iw -_______ _ (n (UILLE55 OTIERWISE NOTED) FMATERIALS;NEW FLOOR TO Ory m . MATCH E%ISTIN6 �%i�'4 L54 POST�� ® IX.4X4 L5L'POST, EX 4X4 L5 P05—� .4 LSL P05T -ALL RAFTERS TO BE 2XIO S.PF.NO.2 r r (3)�'l05 ____________ ___ ___ _ _ ___ _ _ M OR BErrez o ib•oL,rTPICAL ------------=- ... ...__ LOUNGE ----- -------------- r r _ _ — —— —— SPACIN6,UNLE55 CTIERWISE NOTED ___________ __ -........----_ E%. 1134'%I T/8' VL p -WOOD POST OCMl / Y TQ . ■ -WOOD FOSi LF MP DOYW REMOVE'EXISTIW __ uu' ry DOORS 1 WALL r0 O x-WOOD POST LP m y u LOAD BEARING WALLS BED.3 BED.4cc � a S E C O N D F L O O R P L A N S E G`O N D F L 00 R G E I L I-N G F R.A M I N ( P L A N R O O F F R A M I N G P L A N 5 G A L E I 4" 1 -O 5 G A L E 1/4" 1 -O" - 5 G A L E 1/4 = 1 -O' j MATCN ExISTIW CEDAR - - 5MNGLES ON ICE! - . ME COX PLYYOOD SW 2XI05®It" OL. R-30 F.G.IN9ILATION «p me nw _ a6 L QYv (2)1 5/4'X 11 l/b°LVL o c= � EX.4X4 LSL POST - 2 _E4E =Qa mmta^m�_w'F WALL TO BE REMOVED ybL o ur c o m'=m a9 ON 1.X3 STRAPPI W P.i RED CEDAR ROOF u_ r `v_a am�o�cmucom�umn r LOUNGE r /_'6YP BOARD SHINGLES ON ICE< a.tab A= MATCH EXISTING m r WATER MEMBRANE;5/8' -- CEDAR SHINGLES .X5 CL6 J015T5 COX FLYN000 1/2'CA%PLYWOOD ®Ib"OL. 2XIO5®It"OL. -30 F6.IHWLATION �O rr ALL".DRIP EDGE N O / CIO Cts co COVEREDcc N Co PORCH FOYER N N- W - n — - 1x3/IxB FASCIA O O•� C� \ / C IX SOFFIT W/CONi. >v O 00 PERF.I'WIDE VENT � / - u- -6010 CROWN ON C - IX FRIE3E BOARDcc ON IX BLOCKING 0 5/B• EL m IX HEAD.CA51N6 / m Job no.: 1122. . 0 Q date 19 DECEM6ER 2011 a2 Soal8 AS NOTED drawn: •�.,. rev. rev. 5 E G T I O N O EAYE,DETAIL ® DORMER A A- 1 REAR E L E V A T I ON SCALE. 4 0• O 5G ALE: I/4-' = 1'-O" 1 _ _ ry sm - ISSUED FOR REVIEW snt I of i ASSESSORS REF.: r ` s OVERLAY DISTRICT: Map 72, Parcel 20-1 �;�' AP — Aquifer Protection District x ✓`fin t ZONE: M ; , FLOOD ZONE: RF-1oIAgr 3 Area (min.) 87,120 SF (RPOD) Zones B & C Fronto e (min) 20' Community Panel No: Width g(min) 125' � bw #250001 0018 D Setbacks: July 2, 1992'. Front 30' /a � Side 15' Rear 15' , T k N �" ryend Le : a CBiDH Location Map: Well 1"=2,000±' 0 Guy -o- Utility Pole v-L ✓� tY4 CB/DH - 40t�S Fnd 9 A/art6 N/F CO232 0/, Stock Ct�#/BRooa_CC ^ od .Fen 0j66 C e ce 0.5' Gq 9e/F ��,z D 40.8 -a- Lawn / 20.8'/ �;�\6ab �O , l l b/esta p' O v / / / C (O• / / 2 s8 Top Plate E1=57.0' ��\ ��Fnd �2 ^ / / S Avg. Grade EI=27.3' Height 29.7' v / (Datum - NGVD'29) / hg \\h Elec 96 a 84.7' Service Lawn 6�0 O// �O' / paa/. Lawn 73.7' Lawn C81D Fnd z .0 Sty _ � �' � • CB D Fnd Meta,Fe"ae Lot 205 Qj 66,18.1tSF 84Oo2 � a� Q7 A 7 O 1 certify that the structures 86sp- shown hereon conform to the (�O was I setback requirements of the Zoning Bylaws of the town of Barnstable. R�15. NOTES: a11fj 1.) The structures shown were located on the ground TIC by conventional survey methods on 26/MAR/10. 2. The property information shown hereon was ' 9 '.�� k �° P P Y 4a; compiled from available record information and .o- does not represent an actual on the ground survey. �a99� "` ^" 3.) This plan is not for recording and is not to be used for construction layout or deed description purposes. 0 10 20 30 40 60 80 FEET Sheet # Title: Dwg # CapeSury Plot Plan Of Land C636 1 1 Scale 7 Parker Road At 58 Oyster Way 1"=40' lof I Osterville MA 02655 Dote (508)420-3994 (508)420-3995 fox BARNSTABLE (Oyster Harbors) MASS 30/MAR110 copesurv@copecod.net ems; PROPOSED 6" HDPE A _ . DRAINAGE MANIFOLD 1% f PI TCH TO PIT 4� (TYPICAL) CONNECT ALL DOWNSPOUTSr� AND / OR EX. 7 DRYWELLS '; 4 � PROPOSED O PROPOSED COVER TO GRADE S 2 - PROPOSED 4" 5 REQUIRED l,ocF,o SCH. 40 PVC VEN T CONDUITS FORx49.0 `` C,Q �h-2 FUTURE SERVICES - - 0 SyFo �QC� 9 s� I INV. 48.0± SEE LANDSCAPE PROPOSED 4 SCH. 40 I PLAN FOR �� I ° ~ y I�64�` Q�S PVC SEWER LINE I I PROPOSED -p SEPTIC TANK INV. EL. 47.0 I DRIVEWAY LIMIT I:49.3 ,�8, 4 A h O S INV. 46.5f 2% PI TCH UP To x 9.3 I x49.95 I� ® 4 T.0 76 F�Gc�� h FOUNDATION (MIN.) I INV. 48.5±� / S �' Q FOUNDATION INV. 49. 10 J / S,o Fib r PROVIDE CLEANOUTS I FC, cT'y O�icy TD y F ,Q AS REQUIRED i 49 5 ` X 3 4 �- � �y r�S x , o�� PROPOSED CA TCH BASIN j � o0 0 0 c� ACME PRECAST < oo II I DB-9 H-20 - - - - - - �-'` - - - - - - J I - - - - - - - _�� I- W/ FRAME & GRA TE I x •3 - PROPOSED 6" HDPE SPECS. TO BE I Bot. of Shingles DRAINAGE MANIFOLD APPROVED BY ENGINEER I I N V. 47.5f 1 PITCH TO PIT MIN. I j (TYPICAL) %jH OFNjgs CONNECT'J' ALL DOWNSPOUTS JO C. AND / OR EX. DRYWELLS� N coo I I N . �f.168 FSF�fST i SfDNAI E�6 TITLE sketch Plan PREPARED FOR: ` PREPARED BY. NOTES: Proposed Driveway i Grading & Drainage zocnorie & Louis vinios Sullivan Engineering, Inc. 2021 Oyster Harbor PO Box 659 r iN' f� }At/ Osterville, MA 02655 Osterville, MA 02655 5V Oyster Way - (508)428-3344 (508)428-9617 fox _ - amstable (Osterville Mass. 20 o t0 20 4o Draft: JOD DATE: November 10, 2010 SCALE 1 rr 20� Review: PS a Project: 30023 i� g€ f I -6" io o TiffjP. ;1� e � (Pt s oo ` { J( 9 a , � Qe • c o • 6 ! 4y ' D* i9 e 6 PrialdSom7OPOIe1998W94m, apsodueb" www.ro LOCATION MAP: Scale: 1" = 2000'f ` ASSESSORS REF: \ \ rn Map 72, Parcel 20-1 \ cz U\ o �. \ \ \ to OVERLAY DISTRICT: \ ` AP - Aquifer Protection District As Shown on Plan Entitled \ \ Lot 15 I \ "Revised Groundwater Protection \ 1 I 1 Overlay Districts" - April, 1993 \ NIF I \ Williom C Zodel Jr clo Mykrolis I \ \ 4 \ Ctf # 159216 LS�A�553-).3\` r I I \ •_ I .. � I \ t Stockade..Fence - /'� i �' ' '\ Bork Muff: Plantings1 \ FLOOD ZONE: f IN 00 \ \ ry / I a Zone B, C & A11(el.11) Community Panel No Plantinos 28 / . . #250001 0018 D ' \\ \ 1 �� _ __ - - -- - - -- -•_ o /7 See /Genera! No a #c_ 4` l I I / o o "/ July 2, 1992 Cc J r Go��/ P sed Drive I I \ I , 2 M t° row° I ► ► I I ' \ ZONE: 18� RF-1 Area (min.) 87,120 SF (RPOD) \\ I Fronts a (min) 20' I O Z°oM�� ` ��\ I I I \ 1 Width min) 125' \yM+1 \ 1 �0 I \\ \ \ Setbacks: I i I 21 \ / Fron t 30' / I I I I I \ \ Side 15' O / \ Rear 15' N / /l 1. ' / /l ► i \ LEGEND: -ohw- Over Head Wires HydrConcrete Bound 1 D Cc 1 // 1 / ti aF' \ ;/ 1 i r I © Water Gate (round) C)/ I / / \ / 1 I Guy Pole <- Utility Pole i NOTES 3 \ _ I -I \� N I I 1. Water Supply For This Lot is Municipal Water. \ W, i \ 1 \ i \See C�ener I No e # \ 2. Location of Utilities Shown on This Plan Are Approx. ` i \ N I \ 1• �_ ___ II At Least 72 Hours Prior to Any Excavation For This \ i \ N , �' \ / // /,_ ; ►1 Project the Contractor Shall Make the Required \ \ I 4- \ v Notification to Dig Safe (1-888-344-7233) per' I \ \ / ; \ 3. The Contractor is Required to Secure Appropriate \ ! i Permits From Town Agencies For Construction \ I See Generol ilNote #4 \ / 3 Defined by This Plan. 4. Install Risers to Within 6" of Finished Grade. 5. All Structures Buried > Three Feet or Subject to Vehicular Traffic to be H-20 Loading. 6. Septic System to be Installed in Accordance With �I I ! 1 ' a 310 CMR 15.00 Latest Revision and the Town of// // // i // Barnstable Board of Health Regulations. II 21 I / / I / 7. All Piping to be Sch. 40 PVC. / - 26 / 3 8. Wherever Sewer Lines Must Cross Water Supply Lines, Both Pipes Shall Be Constructed of Class 150 o .` Pressure Pipe And Shall Be Pressure Tested To Assure Watertightness. 9. When a domestic garbage grinder is installed, a two I \ I I I Zit I / J compartment tank shall be installed with the first J i 3 compartment sized for a minimum detention time of ��posed I I I \ ! / k z 48 hours (1,100 gal. and the second compartment Po°� I ; I I \ / 2 sized for 4 hours �550 gal.) based on design flow. � s�•91 \ � / I J I � � / � N � ; 1, �6 \ I 'I Proposed Patio, Cabanas,and v i zs IN Pe ola Desicin Data Single Family - 5 Bedroom Doily Flow = 110 x 5 = 550 GPD 5°' Set k 1 I I / I \ / \ - - _ I 2 I _ / Septic Tank: 1 -- -- -- -- - --'-- -- -- I '�„ Design Flow: 550 GPD x 2001% = 1, 100 GPD ` ratlimo DoyWo � I 1 I Garbage Grinder: 550 GPD x 200� R..tF►ce°+d°rotibr,.�p orew�t 1 1 I 9 ( ) + 550 GPD (S">x� 1 \ 1 I o l = 1,650 GPD in 2 Compartment Tank 1 1 I o ,, \ I Use 2,000 Gallon H-20 Septic Tank Proposed Drive - - - \ \ - J 1 Leaching Area: - - - - \ See General Note #4 I \ 1 Qp , I � / S 550 GPD / 0. 74 = 743 SF Required Lot 205 / Garbage Grinder: 743 SF x 1507. = 1, 115 SF \ \ \ l 66,181±SF / Sidewall = 368.0 SF / OP Bottom Area = 893.0 SF ,B 21.1•NG \ / 1,261 SF Total Provided C91bN fop o1 CB/DN 2k18��' � �`� 6 Leaching Chamber Design: \ 27 43' All Pi es to be Schedule 40. Ns8.4o'o2"w � 18�0' _1-y '16 Use �8)-500 Gal. Leaching Chambers In a Washed Stone Field as Shown. rev*ofPave Check: (1,261 x 0. 74) = 933. 1 gal -- (OK) a a' (4'*de Private Way) ,_20) .o e P y \ _ a th \ ohw ohw PERC TEST: 9,284 onw`_�w PERFORMED BYSULLIVAN ULLIV A DUNNING ENG. WITNESonw oh w / / BARNSTABLE BOH NOV 12, 1998 r ahw w� /`�/ PERC TEST - DH-1 / PERFORMED BY SULLIVAN ENG. / NOV 12, 1998 / AT GRADE EL. 20.0' 0 LAYER: PINE NEEDLES 0'-2' LEAF.MATERIAL 19.8' r E LAYER 10 YR 5/3 " 2- BROWN COARSE SAND 19.3' Bw LAYER IOYR 5/6 ` YELLOW/BROWN 8'- 8 COARSE SAND 17.7' ` Cl LAYER 10YR 5/6 YELLOW/BROWN 28'-48' COARSE SAND 16.0' C2 LAYER 10 YR 5/6 YELLOW/BROWN 48'-1201 COARSE SAND 10.0' PERC TEST 48" 25 GALLONS IN 3.66 MIN. 16.0' a _. RESULT < 2MIN INCH _ 1 Vent Finish Grade NO GROUNDWATER ENCOUNTERED I \ ;'wAt Fltter TEST HOLE -A DH-2 � I Compacted Fltl Fabric f F 272' See Note 4(tp.) See Note 4 1 F.G.EL. 27.0' See Note.(typ.) il, PERFORMED BY SU`1'LI VAN ENG. 1711 AM 1/1'- 1/2• I f 2•Min :. A T GRADE EL. 20.0' Pea Stone f Too El. 24.0"(Yin.) -I------ ( - \ ® ® 0 e, W ;.tk Got SapHk a o 0 0 3 C3 ® 0 ® C3 0 LAYER: PINE NEEDLES } 2TT-k 1Ges EL. J.0' C O G O O ® C3 0 ® C3 0'-2' LEAF MATERIAL 19.8' I O O O O O 2' C3 C3 C3C3 ® 3/4•- 1 1/2• BaMe. O-Box Flow EQult4ars _Bat Et ?t0' Leach Chambers Double washed (e)500 galon StoneE LAYER 10 YR 5/3 Bedding, 're, •u•s, n 2'-8' BROWN COARSE SAND 19.3' FOUNDATION Q BoNaa If Encountered Remove k Replace ro ��. �•-- 4'-1°' •j Bw LAYER IOYR All OINERS 'S/6 m Per Tiff*3 unsuitable salts Within 5'of 'I Varies YELLOW/BROW i As Outer Perimeter of The System I to' Test ale 1 V. 10.0' see Plan WOW 8'-28' COARSE SAND ' I 17.7' G' "°water ' CROSS SECTION OF CHAMBER C1 YELLOw%BROWN/ f , Min. PROPOSED SEP IC SYSTEM PROFILE Groundwater•El. 2.s' NOT TO SCALE 28'-48' COARSE SAND 16.0' NOT TO Bci►1.e - -Per T.O.S.Ygos C2 LAYER 10 YR 5/6 YELLOW/BROWN 48'-120' _COARSE SAND I10.0, NO GROUNDWATER ENCOUNTERED Title: PREPARED BY. PREPARED FOR: GENERAL NOTES: CapeSurv , 1.) The property line information shown was Site Plan of Pro osed Sullivan Engineering, Inc. Noranda Construction compiled from available record information. s p PO Box 659 7 Porker Rood 2. The topographic information Q Improvements at 58 Oyster Way in Osterville, MA 02655 Osterville MA 02655 ) hwas obtained , 290 Commonwealth Ave, Unit 5 from on on the ground survey performed on (508)428-3344 (508)428-3115 fox (508)420-3994 (508)420-�W5 fox or between 15/JUN/05 and 16/JUN/05. PSWIPEDcol.com copesurvOcopecod.net Boston MA 02115 Barnstable(oyster Harbors) Mass. 3.) The datum used is NGVD '29, a fixed mean o Draft: DB/JOD Field: RLH/WHK sea level datum. 20 0 10 20 40 80 v Date: June 27, 2��5 )" = 2D' Comp/Review: Ps Comp/Draft: WHK 4.) Landscape Plan to be provided by others. Proj. # 20064 Drawing # C636G1 _ I -- ------- -----L- Mum .� r2 ♦ •4 'X w• t0 - C r.. •.; 1 Ti s : Tema " p. • '• i Pt trove` 09 f a •�f. A • �A •s'' ,i ,• t ,. Y y �b Pantaa4omTOPOro1998Wi1dfbmerRaiat»m wwm LOCATION MAP: Scale: 1" = 2000'f I \ 4 ASSESSORS REF.: \ rcZ Map 72, Parcel 20-1 01 IQ UN O �. \ 0A \\ Q0OVERLAY DISTRICT: \ \ AP - Aquifer Protection District \ As Shown on Plan Entitled \ I \ "Revised Groundwater Protection Lot 15 1 pW�jlin9 1 Overlay Districts" - April, 199.3 •\\ \ ` � \\ I � I N/F \ g \• �I williom C Zodel Jr c% Mykrolis i I V A \ V Ctf # 159216 _ � .__ . �. . . ., ! �. - -. ;- ,.. . ,:.::.: .• ,_ / }. -. .:...- ,... _ - --ems.•. +.e.*. "r`�� IM i 'r S7 '5�2. I - ' Stockade Fence ` 1 1 \ �1 7_ \ a tv I \\ '. \ � \ / J 1 I - I • I ` Bark Mulch Ae Plantings 1 , 40 CIV ; , ' , FLOOD ZONE: IAJ \� \ \ N Bark Mulch et Plantings \ . 28 / ' / / a Zone B, C & All(el.11) Community Panel No. \ I ryes _ _.7_•- -- - / #4 l I l l / o ^ .-'% # See General Noe I / o o / July 2, 1992 \ i � 1 lr-•-- pan`/ / I , I 1 ' I +6 u' u' 3 \ (D\ sed r Gout Pr�I sed Drive �proP°ara9e 2a M to / of 3o a9�. , o / I j I I \ \\ ZONE: 81-1 RF-1 I Area (min.) 87,120 SF fRPOD) \ I I Frontage (min) 20 } \ \ \ \ ! �n �� I z ;1.1� 1 \ \ Width min 125' I ryk+ I I 1 Z' 10. 2.0 Setbacks: Fron t 30' Side 15' h Rear 15 33.6 � o o Min 3 P h // i LEGEND • -ohw_ Over Head Wires I / ed �i�d�n9 \ \ I 4)- Hydrant // I l /p� F;el, � I I \ > I El Concrete Bound t / / \ 1 ; ( I © Water Gate (round) N I I ,/ \ , I/ / I fl Guy Pole �� o I I \ - s \ I Utility Pole N 0 TES \ I \ \ Terra I I \ o I I I. Water Supply For This Lot is Municipal Water. See Gener 1 No e # \ 2. Location of Utilities Shown on This Plan Are Approx. \ \ N At Least 72 Hours Prior to Any Excavation For This Project the Contractor Shall Make the Required \ \ i Poroh I \\ \ I , -` i ; \\ Notification to Dig Safe (1-888-344-7233) 3. The Contractor is Required to Secure Appropriate \ ; I See General ;Note #4 Permits From Town Agencies For Construction Defined by This Plan. 4. Install Risers to Within 6" of Finished Grade. f 0 5. All Structures Buried > Three Feet or Subject to Vehicular Traffic to be H-20 Loading. CL 6. Septic System to be Installed in Accordance With 10 CMR 15.00 Latest Revision and the Town of I ` � Board of He�lTh Regulations. r / r Barnstable I/ / : . i ✓ _ . -<-- -_ -_t, _-- `-`'� ` ✓n ere Ver S`'ClrrCaSS 0fator SU 1 Lines, 'Both Pipes Shall Be ConsYructev' of Pass 150 o �\ Pressure Pipe And Shall Be Pressure Tested To / Assure 'Watertightness. r 9. When a 'domestic garbage grinder is installed, a two compartment tank shall be installed with the first I I r , / Compartment sized for a minimum detention time of l /prop°s� � l 48 hours 1,100 gal. and the second compartment 1po°1 sized for 24 hours (550 gal.) based on design flow. Proposed Patio, Cabanas,and, Per,Iota / I I +2� I / Design Data Family Single - 5 Bedroom 9 y Daily Flow = 110 x 5 = 550 GPD \ � � 50_Set k- Septic Tank: \ \ - Bundrng Setbock`Unes Design Flow: 550 GPD x 200% = 1, 100 GPD \ 24, as per Declaration of DmWopment 1 - 7 ' Garbage Grinder: (550 GPD x 2007) + 550 GPD \ ` _ RestrkNons-11 Oyster Harbors (*"Dos J 75o,7Ys) 1 \ I I 20 l = 1,650 GPD in 2 Compartment Tank �__ \Proposed Drive J Use 2,000 Gallon H-20 Septic Tank � I I oN' ✓ l �� I Leaching Area: See 0b-neral Note #4 I \ 1 I I l 550 GPD / 0. 74 = 743 SF Required LOt 205 / Garbage Grinder: 743 SF x 150% = 1, 115 SF \ \ 1 66,181±SF / Sidewall = 368.0 SF \\ ✓/ // 0111 Bottom Area = 893.0 SF TB E1�21J'NGVD � - \ GB/DH top of CB/DH 1,261 SF Total Provided 2� 18�O p 2� � NO Leaching Chamber Design: L 27.43' N6840'02"w - All Pi es to be Schedule 40. \ 18&50' \ Use ` �8)-500 Gal. Leaching Chambers In a Washed Stone Field as Shown. y a / Edge of - Check (1,261 x 0. 74) = 933. 1 gal -- (OK) aw 2p Oa (4Q4de Private Way) _20ale _ _ -p w ah_ t \ 0 _. ohw - _ohw PERC TEST: 9,284 - -- - ohw -onw PERFORMED BY SULLIVAN ENG. w WITNESSED BY. J. DUNNING onw BARNSTABLE BOH - 'ohw � / / NOV 12, 1998 ohw ° W.� �� PERC TEST - DH-1 / 'PERFORMED BY SULLIVAN ENG. \ / NOV 12, 1998 i / AT GRADE EL. 20.0' .1 - ` 1 _ � I n L n Yrr olnlc NEECLES 0 -2 LEAF MATERIAL 19.81 PETER E LAYER 10 YR 5/3 �LIO7 w 2`-8 BROWN COARSE SAND 19.3' �.�1,CIVILBw LAYER 10YR 516 YELLOW/BROWN 8'-28 COARSE SAND 17,7' Cl LAYER 10YR 5/6 ( YELLOW/BROWN 28'-48' COARSE SAND 16,0' C2 LAYER 10 YR 5/6 YELLOW/BROWN 48'-120 COARSE SAND 10.0' ERC TEST 48" 25 GALLONS IN 3.66 MIN. 16.0' - RESULT < 2MIN INCH Finish Grade NO GROUNDWATER ENCOUNTERED Vent 9•Min 3'MAX Filter F.C. EL..27.2• See Note 4(lyp.) Compocted Fill Fabric TEST HOLE - D H-2 See Note 4 t . F.C. EL. 27.0' See Note 4(t),.) - f 199bb PERFORMED BY SULLIVAN ENG. 2•Min .,h ..v ... .:. .:.l' 11 rl �,., P•Stone2• roD Er. za.o fMm.) :. •.. . ... ,r• AT GRADE EL. 20.0' • J------ in'' - ® C3 O C3 C3 er $00o Got W to O O t] 3 Se © C3 ® � 0 0 LAYER: PINE NEEDLES H} - Tank 3 3.6' a G O O-2o El. 2a.o' o 0 0 0 0 2, © C3 C3 C3 C3 0'-2` F MATERIAL19.8' }Cas Baffle; D-Box Flow Egm7izen, _Bat EL 2t 0' - ® ® C3 13 C3 3/4•- 1 1/2• Leach Chambers Double woshed E LAYER 10 YR 5/3 FOUNDA77ON (e)500 gollon Stone 2`-8` BROWN COARSE SAND 19,3' n•. ° '^•'-. . Bedding. 're, Vs. in HE k r Title If Encountered Remora in Replace °:.• Bw LAYER 10YR 5/6 as Per Title 5 I'F---4'-10'�.�t OTHERS All Unauitobie Soils Within 5'of � I The Outer Perimeter of The System fo' D. /�AO,n. � Teat Hale 1 f0.o' See Plan View 17,7' o' No water 8'-28` COARSE ND 6 10YR 5 C1 LAYER / Min. CROSS SECTION OF CHAMBER YLAYER BROWN PROPOSED SEPTIC SYSTEM PROFILE Groundwater o El. 2.5' NOT TO SCALE 28'-48' COARSE SAND 16A' NOT TO SCALE -Per T.O.B.Mops - C2 LAYER 10 YR 5/6 YELLOW/BROWN 48'-120' COARSE SAND 10.0' NO GROUNDWATER ENCOUNTERED Title: PREPARED BY. PREPARED FOR: GENERAL NOTES: 1.) The property line information shown was , °' Sullivan Engineering, Inc. CapeSury `' compiled from Site Plan of Pro of g g' t. Noranda Construction P om available record information. p PO. B.nx 659 7 Parker Rcoo (b Improvements at Oyster Way in Osterville, ,MA 02655 Osferville MA 0265` ,! 2.) The topographic information was obtained 290 Commonwealth Ave Unit 5 (508)428-3344 ('SOE)425-3115 fax (508)420-3994 (508)420-3995 fo.e from an on the ground survey performed on r-t •Su/!Pt000/.com copesurvOcopecod.net or between 151JUN105 and 16/JUN/05. r Boston MA 02115 Barnstable(Oyster Harbors)Mass. 3.) The datum used is NGVD ,29, a fixed mean o Draft: DB/JOD Field: RLH/WHK 80 sea level datum. v _ 20 0 10 20 40 Date: June 27 2005 1 " 20' Comp/Review: Ps Comp/Draft: WHK 4.) Landscape Plan to be provided by .others. Proj. # 20064 Dra win g # C636G1 - e�,