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HomeMy WebLinkAbout0155 CARRIAGE ROAD - Health -.155 Carriage Road Osterville -- - ._ w. - - - ` A = 071' 011.008. r 0 p h` ry, �.Y. 1 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments ,..� 155 Carriage Rd. Property Address James Langway Owner Owner's Name information is Osterville MA 02655 October 8 2010 required for every , page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When filling out forms A. General Information on the computer, C 1% use Dotylythethe tab 1. Inspector: key to move your cursor-do not Linda J. Pinto use the return Name of Inspector key. C Engineering �y Company Name P.O. Box 2030 Company Address Teaticket MA 02536 City/Town State Zip Code 508-299-3250 4432 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the'inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 16.340 of Title 5(310 CMR 15.000).The system: r ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority *4 n pt,� 10L'�-1 110 In ors Signature I Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to,the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. 11 Lt Title 5 Official Inspection Form:Subsurface Sewage Disposal Sy •Page 1 of 17 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 155 Carriage Rd. Property Address James Langway Owner Owner's Name information is Osterville MA 02655 October 8 2010 required for every , page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: The Soil Absorption Systems were not able to be located for either system on the site. Due to the age of the systems, no sign of backup in the septic tanks or in the D-box for the main house, no signs of ponding, lush growth, or damp soil, and no signs of hydraulic failure in the area of the systems, • there is sufficient evidence to determine that the systems were working as intended at the time of the inspection. The Main house septic tank#1 needs to be pumped and cleaned as it is filled with dirt and debris. 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•0908 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments "( 155 Carriage Rd. Property Address James Langway Owner Owner's Name information is Osterville MA 02655 October 8 2010 required for every , page. Citylrown State Zip Code Date of Inspection B. Certification (cont.) 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•09108 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 '< 155 Carriage Rd. Property Address James Langway Owner Owners Name information is Osterville MA 02655 October 8 2010 required for every , page. Cityrrown 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 DER certified laboratory, for 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 1-1 ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than %day flow t5ins•09108 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 ' 155 Carnage Rd. Property Address James Langway Owner Owner's Name information is Osterville MA 02655 October 8 2010 required for every , page. Citylrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or'privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system'the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered°yes to any question in Section E the system is considered a significant threat, or answered"yes" in Section D above the large system has failed. The owner or operator of.any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•09108 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 r 155 Carriage Rd. Property Address James Langway Owner Owner's Name information is Osterville MA 02655 October 8 2010 required for every , page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes"or"no"as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? 0 ® 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): 1065 (ok w/ garb. dispos t5ins-09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts UP Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 155 Carriage Rd. Property Address James Langway Owner Owner's Name information is required for every Osterville MA 02655 October 8, 2010 page. CityRbwn State Zip Code Date of Inspection D. System Information Description: Number of current residents: 10 max Does residence have a garbage grinder? ® Yes ❑ No Is laundry on a separate sewage system?[if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available(last 2 years usage(gpd)): Detail 2009: 315,000 gpd 2008: 380,000 gpd Sump pump? ❑ Yes ® No Last date of occupancy: Current 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•09/08 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System-Page 7 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments y< 155 Carriage Rd. Property Address James Langway Owner Owner's Name information is required for every Osterville MA 02655 October 8 2010 page. Cityrrown State Zip Code Date of Inspection D. System Information (coot.) Last date of occupancy/use: Date Other(describe below): General.information Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology.Attach a copy of the current operation'and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank.Attach a copy of the DEP approval. ❑ Other(describe): t5ins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 155 Carriage Rd. Property Address James Langway Owner Owner's Name information is Osterville MA 02655 October 8, 2010 required for every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known)and source of information: Approximately 8 years old per Town records 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: Main ST#1: 2' Main ST#2: 2' Pool: 2 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: All are 1500 gallon tanks Sludge depth: Main ST#1: 12" Main ST#2: 1/2" Pool: 0" t5ins-09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 155 Carriage Rd. Property Address James Langway Owner Owner's Name required fo is Osterville MA 02655 October 8, 2010 required for every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle Main ST#1: 18" Main ST#2: 29.5" Pool: 30" Scum thickness Main ST#1: 18" Main ST#2: 1/2" Pool: 0 Distance from top of scum to top of outlet tee or baffle Main ST#1: 4" Main ST#2: 6" Pool: 6 Distance from bottom of scum to bottom of outlet tee or baffle Main ST#1: 6" Main ST#2: 17.5" Pool: 18 How were dimensions determined? Tape Measure Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): The structural integrity of each of the tanks appears sound. All tanks have PVC pipes with PVC tees on the inlet ends. The outlets of the tanks were not inspected since there were no risers found. The liquid level is at the level of the outlet invert in all tanks and there was no sign of backup or leakage in any of the tanks. The Main house septic tank#1 needs to be pumped and cleaned since it is full of scum, dirt, and debris. Grease Trap(locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date Lt5m. 9/08 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 10 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments y( 155 Carriage Rd. Property Address James Langway Owner Owner's Name information is required for every Osterville MA 02655 October 8, 2010 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments(condition of alarm and float switches, etc.): Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins-09/08 Title 5 Official Inspection Forth: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 '<0 155 Carriage Rd. Property Address James Langway Owner Owner's Name information is required for every Osterville MA 02655 October 8, 2010 page. Cityrrown 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 Oil 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 for the main house appeared to be in good condition with no sign of solids carryover, and 2 outlets with no speed levelers. The liquid level was at the outlet invert with no sign of backup or leakage. The top of the D-box is 40" b.g. The D-box for the pool house could not be located. 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.): Soil Absorption.System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Neither SAS could be located due to depth. t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts Title 5-Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 155 Carriage Rd. Property Address James Langway Owner Owners Name information is required for every Osterville MA 02655 October 8, 2010 page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ® leaching trenches number, length: two trenches ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/altemative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): The main house has one trench 100'x 10'x 2'and the pool house has one trench 13.5'x 10'x 2'. Though neither trench system was able to be inspected,there was no sign of ponding, lush growth, damp soil, or any other indications of hydraulic failure. The system is approximately 8 years old. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins•09/08 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 �t 155 Carriage Rd. Property Address James Langway Owner Owner's Name information is required for every Osterville MA 02655 October 8 2010 page. CitylTown 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.): Privylocate on siteplan): ( . Materials of construction: Dimensions Depth of solids Comments(note condition of soil,signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins•09/08 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 155 Carriage Rd. Property Address James Langway Owner Owner's Name information is required for every Osteryille MA 02655 October 8, 2010 page. Cityrrown 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 FOOL HoJSE: J T n A3 �_ll4" 63 391. 15'00 G"'LLor l Ay 38'$'' 94 ZS 1 � O S�p-no-l-r�NK sit C,,►Ir 330 C (� �3 4" r�� qW � CI C l 3(o' D -7 LV& -7 C lo" D g Sao' ��ISTING � i3ED�ot�l L j L.L N C. � a l z #` I boo Gft LLu tJ 00 O O S PTi K '2 Sc-t?-nc-�rJK 3 D 6 C)/, {l>o -lYenchcs loa' ,c lot C 2' (CAr-c- 33D5) 15ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments '( 155 Carriage Rd. Property Address James Langway Owner Owner's Name information is Osterville MA 02655 October 8 2010 required for every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 18' 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: April 30, 2001 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: Plan shows the approximate elevation of the property to be 25+/-and groundwater elevation to be <5+/-, and the bottom of the deepest leach trench is approximately 6-7' b.g., so there is an approximately 18-19'separation to groundwater. Before filing this Inspection Report,please see Report Completeness Checklist on next page. t5ins•09f08 Title 5 Official tnspection 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 'f 155 Carriage Rd. Property Address James Langway Owner Owner's Name information is required for every Osterville MA 02655 October 8, 2010 page. Cityfrown 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•09/08 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 17 of 17 f M 176.38' LOT 227 p 50,003 Sff 7 CULTEC 330'S Lo N ;u r �7 r---i II II a 1 I � cO A C O [� I Ocn . D-80 o i 8 CONC. 20 O 50.79' 20 FOUND. j �t p TF = 102.15' g 3 b / 0 I D-BOX 1 CULTEC 330 0 W 3' STONE ' STONE ALL AROUND i AT ENDS CONC. 2 150 GAL 3' STONE FOUND. 1 PRECAST SEPTIC AT SIDES M TF = 102.16' LEACH PIT TANKS FOR POOL -- BACKWASH 7 CULTEC 330'S 283.02' MAIN HOUSE SYSTEM INV. IN AT FOUND. - 98.34' INV IN AT STANK - 98.08' POOL HOUSE SYSTEM C6-34.6' D6-28.0' Al-27.4' 81-69.0' INV OUT AT STANK - 97.75' C7-66.3' D7-63.4' A2-83.5' B2-36.1' INV. IN AT S.TANK - 97.57' INV. IN AT FOUND. - 99.85'INV. IN TO STANK - 98.59' C8-36.9' D8-36.2' A3-38.9' B3-27.1' INV. INV OUT AT S.TANK - 98.38' A4-50.8' B INV. IN OUT AT STANK D-BOX - 97.- 97.19' 4-13.6' ' INV. IN D-BOX - 97.93' A5-29.4 INV. OUT D-BOX - 96.93 ' B5-30.3' INV. INTO SYSTEM - 6.93 INV. OUT D-BOX - 97.78' TOP SYSTEM - 97.48' INV. IN SYSTEM - 97.21' TOP SYSTEM - 97.78' JOB # 02-010 SEPTIC AS-BUILT PLAN LOCATION : 155 CARRIAGE ROAD OSTERVILLE, MA PREPARED FOR: SCALE : 1" = 50' DATE : MARCH 26, 2002 REFERENCE : LOT 227 LCP 15354-131 SH1 JAMES ASSESSORS MAP 71 PARCEL 11-8 LA I HEREBY CERTIFY THAT THE SEPTIC SYSTEM OFA,gs ABOVE IS LOCATED AS SHOWN. �r� Sy TIMOTHY cy� Ci H. N off 508-362-4MI Z; COVELL "{ fax 508 362—OM o oN0.38035 down cape engineering, inc. , '�Q — CIVIL ENGINEERS (�" Z� Zoo Z /I.^ LAND SURVEYORS t-- - -- -- 939 main 6L yormouth, mo 02675 DATE EG. LA. D SURV R .^x LOT 228 176.38' -- 0 81.B't OLO � I cv I� II 70.8't O O CONC.FOUND. O 5D.79' TF = 102.15' b N LOT 227 9.5't 50,003 sff 00 CONC. c0 FOUND. TF = 102.16' N � (�l I 283.02' LOT 226 JOB # 02-010 C-LER TIFIED PLOT PLAN FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT ONLY LOCATION 155 CARRIAGE ROAD `OYSTER HARBORS, MA SCALE : 1 " = 50' DATE • FEBRUARY 28, 2002 REVISED DATE : MARCH 22, 2002 — POOL HOUSE REFERENCE LOT 227 LCP ,15354-131 SH 1 PREPARED FOR: ASSESSORS MAP 71 PARCEL 11-8 I HEREBY CERTIFY THAT THE STRUCTURE JAMES L &4 �YA Y SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. off 5W-3U-4541 f C Y \ fax 5w 362-9880 H. down cape Engineering, inc. sa TZ CIVIL ENGINEERS --'�, 7{�VZ --- -n-� — — LAND SURVEYORS DATE REG. NDIdfS� g main 9t. yamiouth, ma 02675 ran• f 176.38' ILOT 227 0 50,003 sff 7 CULTEC 330'S LO N X r �7 • r---, II II a -A I o C o Ln D-BO 8 20' I o -p_ �I CONC. 1 t o O 20 FOUND. 1 3 50.79' D TF = 102.15' o I ' D-BOX b el 1 CULTEC 330 0 W 3' STONE i 2' STONE ALL AROUND „ AT ENDS 00 O 2 150 GAL t 3' STONE CONC. 1 PRECAST SEPTIC I ! AT SIDES FOUND.00 LEACH PIT TANKS ' TF = 102.16' FOR POOL BACKWASH 7 CULTEC 330'S 283.02' MAIN HOUSE SYSTEM INV. IN AT FOUND. - 98.34' INV IN AT S.TANK - 98.08' POOL HOUSE SYSTEM C6-34.6' D6-2B.0' Al-27.4' Bt-69.0' INV OUT AT S.TANK - 97.75' INV. IN AT FOUND. - 99.85' C7-66.3' D7-63.4' A2-83.5' B2-36.1' INV. IN AT STANK 97.57' INV. IN TO STANK - 98.59' CB-36.9' D8-36:2' A3-38.9' B3-27.1' INV. OUT AT STANK - 97.19' INV OUT AT S.TANK - 98.38' A4-50.8. 134-13.6' INV. IN INV. OUT B BOX 9 96 93' INV. IN D-BOX - 97.93' A5-29:4 B5-30.3' INV. INTO SYSTEM - 96.69' INV. OUT D-BOX - 97.78' . TOP SYSTEM - 97.48' INV. IN SYSTEM - 97.21' TOP SYSTEM - 97.78' JOB # 02-010 SEPTIC AS-BUILT PLAN LOCATION 155 CARRIAGE ROAD OSTERVILLE, MA SCALE : 1 " = 50' DATE : MARCH 26, 2002 PREPARED FOR: REFERENCE : LOT 227 LCP 15354-131. $H1 JAMES ASSESSORS MAP 71 PARCEL 11-8 LA I HEREBY CERTIFY THAT THE SEPTIC SYSTEM OFN4S ABOVE IS LOCATED AS SHOWN. TIMOTHY Ci H. m off 508-•362-4541 =c COVELL y r°" soe 362-peeo N0.38035 Z' down cape eggineering, inc. CIVIL ENGINEERS G� Z(Qr2(v Z LAND SURVEYORS ----�-- ♦ -- 939 R main et. yamiouth, ma 02675 DATE EG. LAD SURV ARNSTTOWN OF LE V` 4 LOCATION 55 C9 f r, �� �F,l^ `�I SE GE # Od l- .2 VILLAGE_ (OwJr Akr' k�i ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. . n nil vM, P r1 SEPTIC TANK CAPACITY !S OU LEACHING FACILITY: (type) 7 c-' c ova 2 (si e) �X!l1/yz NO. OF BEDROOMS Afde,) BUILDER OR OWNER PERMIT DATE: -l 3"0! 'COMPLIANCE DATE: 3 r-U Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by r i�NicaowS C;ov r� i ;V r.No t Fee ; .4S!L�'.�J V THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2pplication for �Digosml bpztem Conotruction 3dermit Application for a Permit to Const c )Repair( )Upgrade( )Abandon( ) YComplete System ❑Individual Components Location Address or Lot No. /.,S2510-Ate,e,1H GE' Owner's Name,Address and Tel.No. a rr eta �'eS �- -5 t �c.d ec- lsl�/eca�f� Assessor's Map/Parcel 76 �@s 7/ 5'0a7TX,�904040;0VI alp Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. A. ✓tt 41,,"C7,V .45;S'o(2 7WVC' AAIJ Mfrs po a0x .4e8.a �.��eks�n-3co•� s*l� oz��O �SoB�3��03 Type of Building: Dwelling No.of Bedrooms I- Lot Size;tSboq`{t sq. ft. Garbage Grinder(Xf Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 81,75- gallons per day. Calculated daily flow /0G,5- gallons. i Plan Date 5!/30%/ Number of sheets / Revision Date 444ler/ Title s'ti�scse.=.¢G+� SE�s4G� �ssdos,a Cg�G,u Size of Septic Tank od TA Ql 5 0 /,6 yO6: 4ewoK Type of S.A.S. T�---;J0 E Description of Soil _TA iseo,ctl Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issueA by this Boark.of alth. Signed Date 3 0 Application Approve Date --zr Application Disapproved for the following reasons Permit No. 2FfT%9 Date Issued Z 2-3 Z yt Fee Nor `"r e..� r eFi� �hf Entered," in computer: - THE COMMONWEALTH OF MASSACHUSETTS t] t + Yes PUPLIC HEALTH DIVISION -TOWN OF BAR NSTABLE3-MASSACHUSETTS 2pprication for Migpool *pgtem Congtruction Permit Application for a Permit to Cons )Repair( )Upgrade( )Abandon( ) ,Complete System ❑Individual Components r Location Address or Lot No. / fie C i�GG eo,? Owner's Name,Address and Tel.No. , Assessor's Map/Parcel. 5'0a7WZ?0X0 a6'fgf 064 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. A. M a,,cso-tt --V e BA2t/Si�ar3C�� /elf/ OTC r9?O SOS>3�Z5=0J?Z Type of Building: Dwelling No.of Bedrooms 5 Lot Size z sbo9 sq. ft. Garbage Grinder(Aj Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Desi Flow �� gallons per day. Calculated daily flow /<)��3` gallons. Plan ate y XOZO/ Number of sheets. I Revision Date izh a,/©/ Title �,feGflf_ Size of!Septic Tank a. '7`' � '`` i y��T r�fv Type of S.A.S. TI xl�K Description of Soil�,,C= �p y�/ Nature of Repairs or Alterations(Answer when applicable) ate last inspected: -- Agreement: t' The undersigned agrees-to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title15 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issuqq by this B of o ealth. ' Signed Date 3 Application Approve y.. r' Date' i Application Disapproved for the following reasons A i Permit No. , � g Date Issued .R --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS { BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the Onjsi ewage Disposal System Constructed(V Repaired( )Upgraded( ) Abandoned( )by at /S <' � ip cc= �e' JUAS 1-4-0Q73el-P"E'S has been constructed in accordance with the visions of Titl .5 an the for Di osal System Construction Permit 1 dated Installer :& I Designer / , ✓f. _Z xl The issuance of this pe shall not be construed as a guarantee that the syste illInction as L e gn d. Date �� (��^ Inspector V --r -----, `'------------------------- � ------- No.!'`..:e z"r? Fee -.•—. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migogal *pgtem Congtruction Permit Permission is hereby granted to Construct Repair( )Upgrade( )Abandon( ) System located at /S/ 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- rmit. ---� Date: e� 45--- C-3-7�4' Approved bz 'h r TOWN/OF ARNST LE LOCATION S-S Ca e r,A fie ��l SEWAGE # 0d/ S-2 VILLAGE VJJJ , � Dtifgr /� ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. n�� n,P r� SEPTIC TANK CAPACITY (20 /,S 0U G�lld� LEACHING FACILITY: (type;(7, _-j c 33a IL (size) /a0'*X l0/Y z i NO. OF BEDROOMS W f,1f-) BUILDER OR OWNER�,Aril La.,y,,,Ay PERMITDATE: -7—13-01 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet -Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet �Furnished by /5Z 0 i ��/ - i i 07-25-2001 03:39PM FROM A.M. WILSON ASSOC. TO 5087906304 P.02 '' '.' Doc:634,R761 0?-25-2@01 3:14 BARNSTABLE LAND COURT REGISTRY Declaration of Restrictive Covenant Declaration of Restrictive Covenant by James F.Langway and Deirdre A, Langway(eolleetively referred to herein:4s tangway'), husband and wife as tenants by the entirety,being the owners of land by a deed.fron Patricia Hurley as Trustee Bero Bay Trust which said deed is recorded at the Barnstable County Registry of Deeds as Document No. 838314 on Certificate of Title Nb: 162195,with buildings thereon in Osterville(Barnstable), County of Barnstable,Massachusetts, described.in Exhibit A attached hereto(said land being hereinafter called "Land"), WHEREAS, Lan�way and the Board ofRealth for the Town of Barnstable(hereinafter the i "Approval Authority'desire and intend to impose Certain restrictions on their respective lands; NOW,.THEItEFQRB,Langway and said Approval Authority do hereby make and declar'e said lands subject to the following restrictive covenant and provisions: 1.Restriction. The Land shall contain a single family dwelling with attached garage and pool house.Said single family dwelling shall not exceed five(5)bedrooms. This restriction shall stay in effect until waived or released in writing by the Approval Authority as provided for in paragraph 2! In no even;shall any use be made of the Land,which is otherwise prohibited by the By-Laws of the Town of Barnstable, as the same may from time to time be amended,or by any applicable law, ordii mce,or regulation of any governmental unit having jurisdiction thereof. .2.Approval and Waiver of Restriction, The term"Approval:Authority" as used herein shall mean the duly appointed members of the Board of Health for t'he Town of Barnstable. Said Approval Authority may amend,waive, terminate or release this Restriction by written instrument at any time. 3..Duration. The restrictive!couenaut set forth herein shall not expire unless sooner amended warp released or.terminated as provided herein by the Approval Authority. 4.Benefit: The provisions c(ntamed Herein shall run with and bind the owners of the Land and their: heirs;devisees,legal lrepresentatives,successors and assigns. ����I ._ :ram°�� s�`.�� �"�•..-.• 07-25-2001 03:40PM FROM A.M. WILSON ASSOC. TO 5087906304 P.04 . j 5.Non-Waiver. The failure of the:Approval Authority to enforce any restriction,covenant,or provision hereof, shall not be deemed to be a waiver of the right to do so thereafter as to the same breach or to one occurring pridr or subsequent thereto. 6. Severability. If any provision hereof or the application of any such provision to any person or circumstance shall be held invalid;'the remainder of this declaration or the application of such provision to persons of circumstances other than those as to which it is held invalid,shall not be affected' thereby. WITNESS.the.execution hereof under seal this �- Rh day of July,2001. j i JameQ F, Langway a- Deirdre A. Langway COMMONWEALTH OF MASSACHUSETTS Barnstable,ss July 25,2001 Theo personally appeared the above named James F. Langway and Deirdre A.Langway and individually aclm6wledged the foregoing to be their free act and deed,before me. Notary Public My commission expires. BARNSTABLE REGISTRY OF DEEDS ::TABLE COU TY j �Eut3sFY OF DEEDS A TRUE COPY,ATTEST JCFl�f F.MEADE,REGISTER j TOTAL P.04 0?-25-2001 03:40PM FROM A.M. WILSON ASSOC. TO 508?906304 P.03 Exhibit A Descriptioniof Land Lot 227,Land Court`Plan 15354-131 shown on Plans,filed with the Land Court in Boston,copies of portions of which are filed in the Laud Registration Office,Barnstable County Registry of Deeds. Said property has a street address of: 155 Carriage Road Oyster Harbors,MA 02655 i i i i BARNSTABLE REGISTRY OR DIEEDS P�a' `�)TOWN OF BA.RNSTABLE � LOCATION J SEWAGE # 0 S29 71 (,NSeZL-n-� a VILLAGE C`��� 7�fL I`�y4,n a �S ASSESSOR'S MAP & LOST INSTALLER'S NAME&PHONE NO. 2� c•y►�� J �'J 3 3 SEPTIC TANK CAPACITYt- LEACHING FACILITY: (type) (size) (1). 330 DEC NO. OF BEDROOMS BUILDER OR OWNER PERMIT DATE: 3 01 COMPLIAN ATE: Separation Distance Between the: fib U)�T-e Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by a �56b GflL.fPNK I ere A No, � :C<�c � 1�.8/J2�S d JtJ` Fee f THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: s PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS V/ Application for Migpogar *p5tem Cotvaruction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ;VComplete System El Individual Components Location Address or Lot No. /J G►l4 t--_tAGE Ae"6 Owner's Name,Address and Tel.No. ByaT��2 d�"e80l° S J7gyat�5�F�E1�2� LdgV6Z; PW Assessor's Map/Parcel / 7i6 5C_W&_5 kb it Sou7�i�.P��CG'rY� /l�sJ o/�� 2 Installer's Name,Address,and Tel.Ko. Designer's Name,Address and Tel.Ncvo,o. Assr Type of Building: 4kVoking No.of Bedrooms Lot Sizes2>69 - sq.ft. Garbage Grinder( ) Other Type of Building ltc- W0&15E No.of Persons Showers( / ) Cafeteria( ) Other Fixtures -F0/c-6-7- -;r' S'&C_ Design Flow gallons per day. Calculated daily flow /,q 13 gallons. Plan Date 11130 X o / Number of sheets Revision Date J�,'",? o/ Title ALas« Aeer SerzaAc- &5egs l s�G Size of Septic Tank is"oo 174l Type of S.A.S. 7*'- Description of Soil 60,4"t SA-se[ L'- /W- cr4.0 Fo -/ZV Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issue , y this Bi and o He t . Signed %���t �`� Date 6- 0 Application Approved b Date Application Disapproved for the following reasons Permit No. Date Issued j --------------------------------------- Nod �1 ` w f > ti rS l?oii f Fee THE CQMMONWEALTH OF MASSACHUSETTS Entered in computer: ;s UBLIC HEALTH DIVISION -TOWN OF BARNSTABLE.,PASSACHUSETTS •{ �:. application for Miopooal *p,5tem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( ).Abandon ,r ( ) ,Complete System �Individual`Components Location Address or Lot No. /s 'c_�ft,e'2iAG Owner's Name,Address and Tel.No. Pj yt�TE ff/� C9.� -5J err✓ .S f T) "/�� Assessor's Map/Parcel / — ;F6 Installer's Name,Address,and Tel. o. Designer's Name,Address and Tel.No. A, W. W�c56if/<lsso0� tt/ Q 9 VA e z Type of Building: 7bvc- -=_BWw4ing No.of Bedrooms ® Lot Size_2Xs9f/= sq.ft. Garbage Grinder( ) t� Other Type of Building AWC tfoaSE' No. of Persons Showers( / ) Cafeteria( .). Other Fixtures Ta L ET ? Design Flow 1 gallons per day. Calculated daily flow /3 3 gallons. Plan Date V/Lw Ay / Number of sheets Revision Date, Title Size of Septic Tank /,goo .,n/ Type of S.A.S. 7e,c XIC_r P Description of Soil ,/ ate ` r� C�- /y�c t.�vE S��/ .w Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issue by this Board o He t . Signed Date 3 0 Application Approved b _ 111r. ! Date ",-< e \ Application Disapproved for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-sitelSewage Disposal System Constructed( 1fRepaired( )Upgraded( ) Abandoned( )by � at /Si has been constructed in accordance with the pr visions of Title an the for Disposal System Construction Permit lTp _, dated . Z ,, Al . Installer Designer A, -W, a/.Gs�cr �s��L� �t/Ca The issuance of this permii hall not be construed as a gu'arantee,,that the syst will unction aIsil ned. Date �— ��- 0? I Spector` . (v No. 4 Fee .. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION:- BARNSTABLE, MASSACHUSETTS � ' igpo�aY *p.0tem.Con!5tructiori Permit Permission is hereby granted to Construct_ �(1, epair( )Upgrade( )Abandon( )`t, System located at /�s'/ e94,ocel��c 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�thihnit. Date: Approved by 1 z e� TOWN OF BARNSTABLE L LOCATION fJ Q SEWAGE # 71 pp,,�Q-PL n-K VILLAGE- Ov s T�fl f��44t a �$ ASSESSOR'S MAP & LOT a INSTALLER'S NAME& PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) .330 T 5c , © NO. OF BEDROOMS Pot,1 S BUILDER OR OWNER PERMIT DATE: COMPLIAN ATE: 2—20`o Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility. Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist Feet within 300 feet of leaching t c 'ty) Furnished by .............._. _ Al, do - -..__.. . . ao GAL I`PNK. ' o 07-25-2001 03:39PM FROM A.M. WILSON ASSOC. TO 5087906304 P.02 Dec:839,V0 07-25-2i3l 3:14 BARNSTABLE LAND CMA.T REGISTRY Declaration of Restrictive Covenant Declaration of Restrictive Covenant by James F. Langway and Deirdre A, Langway(collectively refmTed to herein:4s;`Langway'), husband and wife as tenants by the entirety,being the owners of land by a deed from Patricia Hurley as Trustee Bero Bay Trust which said deed is recorddd at the Barnstable County Registry of Deeds as Document No. 838314 on Certificate of Title Nb: 162195,with Vuildings thereon in Osterville.(Barnstable), County of Barnstable,Massachusetts, described.in Exhibit A attached hereto (said land being hereinafter called "Land"), WHEREAS,Lan$way and the Board of Health for the Town of Barnstable(hereinafter the "Approval Authority"desire and intend to impose t ertam restrictions on their respective lands; NOW,.THEREFORE, Langvvay and said Approval Authority do hereby make and declai'e said lands subject to the following restrictive covenant and provisions: 1.Restriction. The Laud shall contain a single family dwelling with attached garage and pool house.Said single family dwelling shall not exceed five(5)bedrooms. This restriction shall stay in effect until waived or released in writing by the Approval Authority as provided for in paragraph 2j In no event shall any use tie made of the Land,which is otherwise prohibited by the By-Laws of the Town of Barnstable, as:the same may from time to time be amended,or by any applicable law, ordii abce, or regulation of any governmental unit having jurisdiction thereof. 2.Approval and Waiver of Restriction. The term"Approval:Authority"as used herein shall mean the duly appointed members of the Board of Health for t�1c Towa.ofBarnstable. Said Approval Authority may amend,waive, terminate or release this Restriction by written instrument at any time. 3,Duration The restrictive covenant set forth herein shall not expire unless sooner amended;waiv released or.terminated as provided herein by the Approval Authority. 4.-Benefit The provisions cgntained herein shall run with and bind the owners of the Land and their heirs,devisees, legal I representatives,successors and assigns, i 1 07-25-2001 03:40PM FROM A.M. WILSON ASSOC. TO 5087906304 P.03 Exhibit A Descriptioniof Land Lot 227,band Court`Plan 15354-131 shown on PIAns filed with the Land Court in Boston,copies of portions of which 4re filed in the Land Registration Office,Barnstable County Registry of Deeds. Said property has a street address of: 155 Carriage Road Oyster.Harbors,MA 02655 i . i BAMSTABLE REGISTRY OF DEEDS F il 3 07-25-2001 03:40PM FROM A.M. WILSON ASSOC. TO 5087906304 P.04 ,Y i! i » , 5-Non-Waiver.. The failure of the:Approval Authority to enforce any restriction, covenant,or provision hereof, shall not be deemed to be a waiver of the right to do so thereafter as to the same breach or, to one occurring pridr or subsequent thereto. 6. Severability. If any provision hereof or the-application of any such provision to any person or circianstance shall beheld invalid the remainder of this declaration or the application of such provision to persons of circumstances other than those as to which it is held invalid,shall not be affected: thereby. _ WI'?-tVESS.the.execution hereof under seal thisSth day of July,2001. J=og F. Langway i Deirdre A. Langway COMMONWEALTH OF MASSACHE7SETTS Bamstable,ss July 25, 2001 Then personally appeared the above named James F. Langway and Deirdre A.Langway and individually aepowledged the foregoing to be their free act and deed,before me. Notary Public My commission expires: �, - 1 �.a_5 BARNSTABLE REGISTRY OF DEEDS AsLE COUNT` j REuiSTRY OF DEEDS A TP.UE COPY,ATTEST JCHN F.MEAQE,REGISTER TOTAL P.04 Town of Barnstable pit Department of Health,Safety,and Environmental Services Public Health Division Date ' 367 Main Street,Hyannis MA 02601 enmvereats. _ KASK Date Scheduled c/1!S Time , Fee Pd. (�p Soil Suitability Assessment for Sewage Disposal 1�1Performed By: �t �2 w L LA V Pt�,� Witnessed By: '! ...: >:<:;:>:::: : :: . . IOR11A= `XON Location Address 1 e 55 p rf'i A e E: Q 0 Owner's Name L b oi� ixp oStEr)7'rGG�, /YJA I ZS 13rPAD S`r Address NEw yar'-r Al Y Assessor's Map/Parcel: 7�///— & Engineer's Name �NE,ErIIV I MC. aC/!L/!�A/Y , i NEW CONSTRUCTION _&_ REPAIR Telephone Spd—— L1 y Land Use W NDEVELo PE•D Slopes(0/0) o-8 Surface Stones � Distances from: Open Water Body G 25 t ft. Possible Wet Area NJo ft Drinking Water Well ft Drainage Way IV# ft Property Line 3O ft Other N�ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) �78, M? � nl o lt 927 1 I �, meow Parent material(geologic)1241 ✓.�Sh` PLA//✓ Depth to Bedrock 7P� Sid Depth to Groundwater: Standing Water in Hole: NaNE SWWY�M Weeping from Pit Face Estimated Seasonal High Groundwater LESS fih A N EL• 410 NG-V A ...:................:........:..;.: .:..:...:.... ... ;::..: .................. .:.: :................:;......;:.,..........:.........:...:E >: Yi::: EASONALGT:WATEY2::::._.::.:. Method Used:1VjVN rJF 6;:4 Ntk II13Ll� �%�'uNPGf/i4te R CyaMfriur IVl Depth Observed standing in obs.hole: W&A/a in. Depth to soil mottles: NdA/B in. Depth to weeping from side of obs.hole: NoiyO7 In. Groundwater Adjustment /1/dA/9' ft. .-index Well N_ •Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ :::. .;;::;:;»:: Date Titdati Xd .2 5- Observation Time at 9" Hole H Depth of Pere Time at 6" Start Pre-soak Time Q D��/.���N Time(V-6") End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back—� Copy: Applicant AEE ::USEVA 't01 0 , EOM `' '> > a,1e# :.. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. ei Pi Nc 1140"V5 3 O ° 0 I—e'4FI1'4tM''K /7dw'v O O' - -7 '' E s,Van to YQ 5/7 c9� ;s „ a I B Eccvw 13,V l YR -4 Ca�lrsE -.W U if Lt yel.. 13rry 3 I- 120 C Cri�rs�S�wr b Y2 G DEEP_OBSERYATIHN;HULI'1 LOG Dole# � :: . . Depth Prom Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. e PJNE IyEEot-r 3'-O CEI�G/nAtlE/ r'ocvr�trii�tse Q" 7 '` Ss /Yn le ya 5/3 1 5AvLAe T3 y A sgiyn R S G L • yE� Riw. 3/" 120't So O P2 J y DEEP 4BSERV�ATIO�Y HO . ,OG dole .. Depth from, Soli Florizon" Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.e DEEP OBSI+aRVATION HOLE LOG Yale Depth from Soil Horizon% Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. e Flood Insurance Rate Man: Above 500 year flood boundary No— Yes Within 500 year boundary No X Yes Within 100 year flood boundary No 'A, Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? G`�S If not,what is the depth of naturally occurring pervious material? Certification I certify that on N2l t_ (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 training,expertise and experience described in 310 CMR 15.017. Date Signature �� �-� b� O �y L Vic E$g 2 W o fst p w . O ' CONNOR OST RVILL 155 CARRIAGEROAD , OSTERVILLE, MASSACHUSETTS 2 2016-02-03 REISSUE PERMIT/CONSTRUCT NSTRUCT 1 2015-12-21 GENERAL REV.# DATE: "DESCRIYCION: POOL HOUSE �4 , REISSUED FOR PERMIT AND CONSTRUCTION W C 2016-02-03 0 TABLE OF CONTENTS: O W Z, TWO PAGE: TITLE: z �Z Q U PH000 COVER SHEET _ U U W W PHO10 GENERAL NOTES n O PH030 SITE PLAN Q O PH100 FOUNDATION PLAN PH101 FLOOR PLAN ARCHITECT. PH102 ROOF PLAN &REFLECTED CEILING PLAN Brooks & Falotico Associates Inc. PH3O0 EXTERIOR ELEVATIONS ssueuAreron PH300 BUILDING SECTIONS PPRMIT DATE: DJb-11-18 PH500 WALL SECTIONS 199 Elm Street New Canaan CT 06840 PH501 DETAILS PH000 DOOR AND WINDOW SCHEDULE PH700 ELECTRICAL PLAN PII800 SLAB PLAN OVER FOUNDATION info@brooksandfalotico.com PH801 ROOF FRAMING OVER PLAN P14802 T)FTATTS, t PII803 FCM St1NDNOTES el. 203.966.8440 PH804 WFCM WIND CHHEECKLIST fax 203.9 6 6.3191 -_-_ GOFER SHEET SCALE: N/A PH000 FNP CB FiVQ B61 S 58 w p 1 H .. �z 93x4::: • 2 s Gorpg� iN, Z w a y 2yg 44' 98,7 � w 99*6 ERIN pp \ Y. \ ... � � 9x/.: �L:: .._ 2016-02-03 .\`, .. .. \..., _. ... .. ... ..< E ':E. E.3Y1-'.:� REISSUE PERMIT/CONSTRUCT l 2015-10-21 f \ ,\ : �+• �� ,,,,.,,. .+�'• G- r. .: ISSUED FOR SITE DESIGN . - i•7'"' 2015-1043 DFSIGN MEETING DESIGN MEETING f: 9 2015-09-17 y '.(� :�l ...,; ( ..�. \ •,' .*.rr. DESIGN MEETING 20 '...'. !.� .. \\.':. .... - - :�. DESIGN MEETING ❑. f `\�_ `i\_.. :i �. .. J REV.# PATE- DESCRIPTION: NN \. q d W `D 0000 H(vsE 99 .E a f f - \roe 0> � 4 s X' � .. :. .... ... t. rn s0.79 r ; 2flOC3 o - az O r �, i. 1cew z t' t ----------- � r - - - -<- i r t U.' v �' ; 11 ��1:` \.• i ./r ��: �, t, '� PERMIT DATB OR ! 315-11-18 A. 00 — — � -�� -----`ems.- — t 0 00 s ' 81. ..�, i� fINCFVOy' .. 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OF / / SEE CRAMNb IOI FOR TIE EMISTNG STUGTNtE AS REOIIREp CWNG DEM0.1nON O O C) PoSi IlNORMATON� LINE dF STORE W�C) INSRORD L16NnM MOf M ` R3LMElER ABWE O W v�eel—nre t ; �, a Z WALL LEGEND O v 'C w W vaw.Ew5TING WAu RDa9vED U CTa'/—�+ O MSTING WAIL E"1 V m O 0 cooBwuc ®coxcREre eLocK "�' LOMLRET: STOW • DOw SPOJT ISSUE DATE FOR PERMIT DAM 2SI5-It-IM FOWDATLN SLIEDLIE SEE RAX FQR I✓EIMFORLED FOINDATOK UXA1045 _ I2'LOYFETE F All.OR 21'w2-CONCRETE FOOTNG 10'CONCRETE F ATOX M 2-17 CONCRETE POO— ULE55 OTHEPo'USE MOTED O1 FLAX MEW FOA9ATIOX TO"-FO*OA—MMM N 00r 024VERT OC MBN FOOT.TO E%- 71%M..Dj-a D01Q3 B S,S On"R ww IN DETNLS SEE BEVATOM FOR 5T]RED FOOT— POOL HOUSE " FOUNDATION PLAN AT M I/e'N I/a'PEEP MySAW GONTR0..YTXTS AT a'o/c MAwrul EAGI r 1N ALL aF , DG OR JOINTS M N 24 UMT NQRS SC..A T-E: 1�4 t A Kti , •. :.,. ,.:,... - :,. PH1010 .5. 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IALUN L--- ------J I I \ I I REV.# DATE: DESCRIPTION: rwi-ramrED Hm WATER WT\ 103 1 0 \ O» —YOIN FIa \ �—.; 1H — 105 —— —_—jO4 ._— /— ——————— P/L�JARDS i� MIM STffI. \\ 104 o E30Y5 q \ GIRLS _AN 106 D q:s NOTE5 \ Q \ INTSRIOR ROOM: DD NOi SLALE 111E DRAFIIN65 05E ONLY LOMIIIED '/--1y 107 D \ rAi4Ealcu DIMT3uIDN5 SHDwr aN mE DRAWIrIss u! 109 \ RDOR MAl£RIAL: SEE FRAwW DRAKN FOR 5nL.GT aGelTz, q• P.R STONE iB0 a xEw LOxLRETE SLAB RA�THt,. -,,BEAM.POSH ETL. \ IOOI DNd A LEILIMG:IUIER-aESSTANT GYFYM BOARD \ LEiETAIN DIMEN510 SHOFN ARE KMIO E TO AD/OR \ D 1:A BOO TO�`MATaED W iH EBY-DMEIUIONS AD R EE O !1 \ lOB VERIFED IH TIIE ABD BY n1E LaiRAGT0R5 AUOR LO lA O a 4 � � L�M1�q GOMENCEfENi CF WORK I �V. O Q FL.TONE iBD r� CONiRALTOR SHN1 PR x�Y SNDW W DF N \ Ql R FENLE AND R25T 5Y5M iBD THE EAi .SiRGNitE AS R RED D 1%DEMOLInpI q •RIN5IN6 TAT] C/ PoSi TO BB Er4EDDFD In Iz DIA O N 31•Lh L LONLREIE 4Fi DEEP NOLE (� NS rAnDV- /^ - PROTELr fOSi wiX WATER RE515TARr i SO BI 6 A ME AT BOTTQI AxA1 LOLAnQ1 OF HDf BIBBS Tn.D. Z a Q �. WALL LEGEND 0 v -b' ex15.q•1 ®�row O a ® SMOKE/LARBON MOROADE DETECTOR wIM BATTERY BAL 1P HARD wRID In SERIES TO BE ISSl1E DATE FOR ® INSrALL.EO AS PER STATE EYI..LODE. PERMIT DATE: 2015-i 1-10 5EE FIELTWLAL RAN FOR LOLATIXis POOL HOUSE FLOOR PLAN SCALE,-. 1/4"=1'.0" PH101 f ASSESSORS REF.: •FLOOD ZONE. url Map 71, Parcel 11-8 Zone X (not a flood zone) �j56 ZONE FEMA Map Number " 25001 CO756J w „ N RF-1 Effective July 16, 2014 �o Area (min.) 87,120 SF(RPOD) OVERLAY DISTRICT. Frontage (min) 20 • Width (min). 125' Setbacks: AP — Aquifer Protection District Y. Fran t 30' Side 15' Prepared For: Rear 15 y Chris & Mar O'Connor �rl NIF NSF Jon M Jr & Hillary C Baker Harvey B & Patricia R Sher 466.77' Location Map: — — �, 232.79' 1 =2,000f' � r � LEGEND I ............ ........................ ............. f ........................................ # Light t Post , ---, 25� Parcel Area g N tiy; : ---- L 0 CB DH — Concrete Bound I 1 ,'.:, r _ , 50,005±SF `-- —J r- -24= Elevation Contour 24x3 Spot Elevation o i �'�� l.: • Deciduous Tree ' N \ 06 O � Lawn F� + Coniferous Tree o w I 1 N \ 1 E.-- w z 1- a ) ' � I a a R + { { ( I r Lawn `'\ �\aP LNEv 4112: .yo ( I Lawn n #155 2sty w/f /'7N88°15'58"E` / / /rye S' `:: tih+h `'.`. .` ... tiy�a ?�, -----i Dwelling 50.69' 22x2 1 I I Approx Septic _ 4 J.• 'S I , As Per As—built Card ti1ti 25-- 'gem, 2ex^ F• 21.3' ti _--26— +rt 5 — — ............. S Lawn a + .— Bluestone # m Dust c Base 19.4 Sill fi_ `• `'�''. 0 x ' ?e # Aran = 5.60' N o _ Existing zo + + Z5�6 Pool a o I \\ h Spa Lawn ti ....................................................o nz N n N qbf Ct a to ............ 34.s' ............... 2� m / xa _ _ (Ar _'" ryy+b / �' Earthen Bey 283.00' ` — —24 25— 23x8 / x N F — 2014 The Maria Frangione Trust TBM"A" E1=23.14 NAVD'88 0 5 10 15 20 30 40 FEET To of CB DH Sheet # CapeSury Tale. Existing Conditions Plan wg # 10ex1 10f2 23 West Bay Rd, Suite G at 155 Carriage Road Scalel))-20, ' Osterville MA 02655 (508)420-3994 (508)420-3995 fax Barnstable (Oyster Harbors) Mass. Date capesurv&opecod.net 01IFEB116 ASSESSORS REF.: FLOOD ZONE: Map 71, Parcel 11=8 Zone X (not a flood zone) t tr - FEMA Map Number . . t, Q y ZONE: - 25001 C0756J ttr •'��� � xM r , RF-1 Effective July 16, 2014 Y "'o FNOW Area (min.) 87,120 SF(RPOD) Frontage (min) 20' OVERLAY DISTRICT. 77 e, Width (min) 125' Setbacks: AP - Aquifer Protection District Fron t 30' �3 ki M. Side 15' Prepared For: s � Rear 15' , Chris & Mary O'Connor 3 NIF Y ' ` NIF Jon M Jr & Hillary C Baker Harvey B & Patricia R Sher 466.77' Location Map: _ 232.79' 1"=2,000±' LEGEND Light Post -------L Parcel Area El CB ,DH Concrete Bound i i - ❑ 50,005±SF —24=— Elevation Contour L-------�' 244 Spot Elevation o Deciduous Tree N 0 + Coniferous Tree o W U N W O Lawn ZZ Z r; I t I EAtfp�`� -- I I as I f� I e Racy N pro 43fi�X � / e R i N R + #155 ........... S 2sty w/f :: ..;.. ---- Dwelling N88°15'S8"E . . �• •� .:� �. -� 'n ................ i 50.69' S' Approx Septic I As Per As—built Card I i � 88.5' I A 21.3' Re,Wall Stone Apron o O Outdoor Kitchen Area Wood Decking 7 a Stone'Patio 35.5' Z 19.4' Roof Over Patio New Pool oTI O kn O z p N New h co C� Spa Lawn _ �z O O p o N n Original Pool Z t Partial Demolition . of Existing Cabana 34.9' 33.0' Proposed Fenced Dressing wee w —4r CL Existing Enclosure Fence To Remain N/F _ 2014 The Maria Frangione Trust TBM"A" E1=23.14' NAVD'88 05 10 15 20 30 40 FEET To of CB DH Sheet # CapeSury Title: Plan of Proposed.New Pool C456 10ex1 2ofL 23 West Bay Rd, Suite G at 155CarriageRoad Scales„=20'Osterville MA 02655 Barnstable (oyster Harbors) Mass. Date (508)420-3994 (508)420-3995 fax. Oster Harbors capesurvgcopecod.net 01IFEB/16 4'-4' 2'-I' 9'-2• I[._4^.. a_-(i:t 13'-6 ]'-5�` 4-0 4'-0- W D U � Q — ---— — -� — —- �� /� Q W a9"d II / W Q II lilt ter--- --� _ -- -- -_-_ - _ Q - j U BEDROOM 5._6,. 5._6. LL N Quj ]' -6'PIATE HE'O.THIS W.L ONLY E i I O J r j 11c-- \\--— -----------------uwr51,TiATCAM1C-- - ------ S: � 3 ----- CZ �I cr a cz cl I6•-W, ` 6HELVES STRG PLAYROOM K Q co KIDS STUDY Q 0 CZ Ic r - - UP 2-1 10 a6H CLOSETS T t R EIr co HEADER - I z b � SOrFR 1 - 3-0 I MASTER'S CHAMBERS ' =I 5-J' E s10 BEDROOM 3 j "I \ ZI a i 110-pCOLUMNS ---J o 4• �' 9'-0' M 10'-0' I1'-6•j� �/ Q C / II SHELVES \ I I ( I Q U O� II I"LOPE = C FLUE FOR II „ '4 _ Q (n ``�/ OF ZEftO CLEARANCE _ -- J - - .. n 0 FA tt . -0' 4'-0` 10'-0' D r I 10'-D' 4' COPPER PM N 6'-s' — cr _-- - - -_ - ./--� 12•USED mtr�--- g . ' j+' W o) 0 MASTER BATH %� — —- ° 0 coN I , ' ;; BEDROOM O p - C r j N I.�`� - - m jy r ~ V-O. 2'-0' 3-5' a Z II 4� If N t 1; , F W � O 13'-0'VERIY E Q LL OPEN r BEDROOM - a-D"PATE Ho`H1 I r^ / � V/ /I Q I a \ I SLOPEi Date: 07.01.01 cl—b File No. 2110 Q Architect: a j •' 0 Revisions: - _ Ir w C 53-6 y+_f 1t U Second Floor Plan Scale 1/4" = 1•-0" -r., S W A-2.2 1 n 17'_0'. , .�'_g• ,25'-0. 28'-0' 4 V 6'-6" 6,-6. g'_Y 5•-10" 3.-g. I•-g. 1 �. 5._q• R._g. {f 6.-4. 6.0' g._p..• 8.-0. 6_0. W A A A f r I I LOWER PLATE HEIGHT 6' ¢ m CD ✓ © 1'X9'HR OECXINO 8 SO.COLUMNS- - Z N —I- _— _ _ _ _ _—_ __ _ i—_ _ _ _ I 1 I • Q Cn I I S'-6•SCREEN ( ❑ L— 't I �/. LOWER iE HEIGM 6' Q O < W S6EEN POR�H MEDIA ROOM z o 1 1'X4"RR DECKING to II 3 (n 2 � � J \ T 8'-0• :2] -I W M1 N z LAUNDRY � ¢ `LI �%6°R ,e eZ - - 1 < N Z v 13 L8 SH�� H71 GARAGE � � � 5 � 0 SHELVES n 2'A6°R - Q z LLI Z 3 —=, - - 3-1 DN o MSEB R R HALL ¢ m �\\.� 1G'MEAGER BREAKFAST I-�Ip.HFPDER �, - - � SOU O BETWEEN 1 / _ „ O WINOOW UNITS BUILT M - LOWER PLATE HEIGM,6' ❑ O 1 - 9 0 FAMILY • �. KITCHEN k -— 23'-0"X14'-0" t coo GP J 3'-0. - PORC S10NE - I {�{ 1 g'So'CO NS ("ON SHfLf ❑ 1 L BLUESFONE THIS LOCATION LOWER PLATE HEIGHT 6• } I �, I �b I O lO O Z •✓ REF OVEN OW \�9 <��\> a � Q / y L ❑ T\Jt [n O C \/ o� N �� II ve ___________________ I I ❑ 4 ID � � O j l a CC LLI 20'-6y• I Cm STUDY P \r 4 DINING —-—� - CL W c� q I �10 COLUMN 9 � .. J 0 I I q Ca � t o I I I o = I m 4- �1 112•TRAY - 1/ •"' - . u Cod I AOJUSi O' ' I I..L .•� 9iERF1CNG___ 0 .`�-12 COLUMNS / � FOYER ' DN a LL LIVING I� 9'-0'PULE HEIGHT ( — a --_ - _ _ _ \_. 211A1 I � `•\ 1 , F- File No. '27 10 \ / BLUESTONE I� IEr b 12'8' 1 Lu Architect: y�' `® e 1 a Revisions: ®® BIUESiONE O (• 12'COLUMNS:© Q `- - - - - 4•STONE--� it a G O W I 6'-2' 4'-10' 6'-0' 8'-0' g•_p• 6•-O. W 4'-0' 4'-0' 3'-6' 10'-0• 3'-6" L 2'-0' 2'-0' I'-9 6'-6' 6'-6' 25'-0• 25'-0" 4 8'-0" 17*-C 4'-0" I'-E" 13'-0' 6'-0' �1n 53'-0' 49'S' En a. Z l W g A_9 1 ---------------------- r � m Q CD N a •, . BULNMFAD * 1 1F G I I UNE%LAVAIED m;o I j � I J o � r ------------------ -� i j I I it I a J / e V+IfI .I u'+• %/i� ////,///I �____O1P:T IONOALO UBES I IjI w- I 1Le� --__ LL _JI 1 ( N PER _II O ` JW MIDPOP TOC HA8 SLAB NCH)_'_S_N_T___________ Q j___ ________________________ "%36•X12"FOOTINS W4' CONCRETE TIN PLASTC UNDER - — ON 36 III cz (3000 PSI) ___,----- - ______ II d cz _ e --ss:� W W 1 UNE%CAVATED �:' I, 4"CONCRETE < N WITH PLASTIC UNDER I I I I I - I I ]_o• I I I I I I I I I I I I (3000 P51) I I I PITCH 3"TO OHO I�- 0 I I 1 Z . o I rr---------�� I I I I m io I 10 I 31'-D• I. r-------------- T.- --- -'' I Zr ---Ir- --1 r---1 r--•-� r---1 r- -� I T F- J L____J I II I I I I I I I I I I I I I U PV to ----=---------------------------- -`., J L___J L- IJ4• I = 7% I I I / 4 I I z KELF 12"TOP OF CONCRETE DROP 6•-3' 3-10 }'-1 I' I Z 30'Y•30'X 12'FOOTINGS I % WITH 4"CONCRETE FILLED ` i III - f -, / (STEEL COLUMN r- l r _ ______________________-_--___J ✓✓ 5 ONE I I I I l< SLAB SHALL BE CONSTRUCTED WITH CONTROL JOINTS I 1 41 Q 12'10P OF /NCRETE DROP •Q I 12 25•_8- HAVIIJG A DEPTH OF AT LEAST 1/4 THE SLOE THICKNESS J 1 1 BUT NOT LESS THAN 1-.AND ALL JO!NTS SHALL BE SPACED 1 I d AT INTERVALS NOT MORE THAN 30'IN EACH DIRECTION AND SLAB NOT RECTANCUTAF.IIJ SHAPE SHALL HAVE CONTROL UNEXGVATED = ' CONCRETE WALLS ACROSS 1HE SUB AT POINTS OF OFFSET.IF OFFSET 10"X 10 ❑ \ I EXCEEDS 10'. 1 I ON 20"CONT.FOOTINGS I LL-_-___o___________________________ _ _______-___________________-___________-__-_J N �12•TOP OF CONCRETE DROP \`.�\ 14•STONE SHELF r O a`� . `. L___J L___J L_ _J L_ _J L___J L___J - n1w I \.BEAM POCKEDi - - 1 1 3'-0' 21'8• O Cd TYPICAL - r- -"l r- --1 1 28'-8' c O I - i Lu I I -1 i �'-0" I I I I I I � I ILuW I , , V 1 S'-0"%10'CONCRETE WELLS - N ON 20•CONT.FOOTINGS - 1 O LLl I I I I I A y 1 a 10, L------------ r---1 r- --1 r- -J r----i r---� - I I I I I I I I I I I I I • r---------- I L_ _J I I I I I I 1 I I I I 1 I I I I I K 1 - 1 Q 2_4• r- --I ��{{ L-�--- I I 1 I L_ I I I I I 1 •gip III I - 1' I � I I I /• I I � i � LL I / � �_____________________• _ Date: 07.01.07 I i I I I } Poe No. 2110 1a- i rOH Lect. ui A f UNEXCAVATED i 10' I +III I d Revisions: I µ UNEXCAVATED / I L_________J L9_____________________ �_ ____J } (L __J L__' _ _-______________________ 1 w L___ ______________ _____________________ __ -------------______ __________ -` T . 14'STONE SHELF 1 4'-0' 1'-8' 13'-0" 6'-0• 3'-4" 72 ui 12-1 8'-0• 17'-0' 24'-B' 9•-4• r I 115•-0• z EL uj A_2 Foundation Plan I U / z C V✓ ' �k aD � X Jl� � As zO ' CONNOR OS RVIL 155 CARRIAGE ROAD OSTERVILLE, MASSACHUSETTS .1 .4 nA I p�ON MAIN HOUSE RENOVATONS x ISSUED FOR PERMIT 2016-09- 19 � o P4 o C o � W�N O �wO z � a,U Ln ARCHITECT: o -oa ]S UF.DATE FOR Brooks & Falotico Associates, Inc. PFRWrDATE: 2016-09-19 199 Elm Street New Canaan, CT 06840 info@brooksandfalotico.com tel. 203.966.8440 fax 203.966.3191 eomsWar SCZ Nl9 � 1 . L 0 0 2 11 i 01 sot sot STONE 0 + bl yj H + + H STONE SHU STONE SHELF— + +L H + H I. 2. LO Z,, SEE WITM + 4AKLAVATM LOPER LEVEL Nr�LEVEL R-j FX c0iCAM CONCRETE SLAa LF SEE STRxTLRA- SEE:STIWILRAL STAIRS TO REMAIN =Fe4m STEP AT i 5TORA6E SEE SECTION A KI LAMDW6 a WOV AND FOOTI 7 la� SEE STRXTM&N5 *EXCOI. T-1 WE FL:EX CONCRETE AND TELL 41/2'1 V"' = W.O"IN NTH O'lu PAL D ALIGN CLO5 00 5-6 3/4'1 V-10 1/4'1 3 D '9+1 00 - Mil-T, VANITY KC. uvnRx 11/4'1 3 to" 1/2' P R 5 F-1 LF EX HALL MIULKORK LWW 5 ------ Lff.AR DRAIN STAIR RAIL FL;WOOD D ------ AT EMT*STAW D 1 0 0 00 F., 007 ------ .01 00 T"W-T Yi 0 �X- 6RAHITE- ENTERLINE5 OF KNPOVO AQ) K14 STONE :I_ vi AL16N PUTH FIRST FLOOR RJ5ER5 REFERENCE CIE ------------ ------------------------------------------------- BAR K. II IF 11- 2-1- 0. NEWPINDOVE,AW FR54H AT ElftTINS QJWVED GAME ROOM ATION FALL 5TARTIN6 POINT 0 FXBTINS OIL TAW TO 30 STONE TREADS 6L REIL1cATED TO If E,--O S, O AMD RISERS EXCAVATED AREAWAYMECHANICAL ROOM II lL✓{ORx b'CONCRETE SLAB SEE 5 ex COL EX COL MILLAOM VERIFY EX 5,-0" T-2 5/4't PAYER ELECTRI 01 CONCRETE FOLWA, PANELS ICI RUAIN111 FALL PITH LINEAR—I. ex NOTES STONE VENEER mm" BALLET Ol LDONOT BAR CLOSET OWtW SCALE THE DRANNS5 USE ONLY COMPtITED NI)HERICAL 1 2 SEE ONE SHOW ON THE DIQAKN&5. (D 29'-2 3/4't /2*t FRAMINS PRAMN65 FOR 5TRUCT)RA.ELEMENTS,RAFTER JOISTS,BEAMS, ;:4 rTl S.CERTAIN DIH36OW SH%*ARE RELATIVE TO AND/OR TO 13E 0 MEDIA ROOM MATCHED WITH EXISTIN6 DIMENSIONS AND MIST BE VERIFIED IN THE FIELD z BY THE CONTRACTORS PRIOR TO COMMENCEMENT OF MORK FOR THIS FX FL.WOOD 6y+m 3`0 PROXCT MAINTAIN EXISTING EXTERIOR LOCATIM MOM SH". MIN.MI'E.tLECTRIC*ltl!'l` KINDOM FL:WOOD 11111021m 4.CONTRACTOR SHALL PROVIDE TEMPORARY SIORENS OF THE EX[STINS I STMZnIW AS RM RED DM%DEMMITIOK z L1 5.PROVIDE A:afint,INSULATION FOR BETIVEN FLOORS AND KILLS 6.TYPICAL AT INTERIOR PERIMETER OF FOMATION JtLE%OTHERNSE U o ICI r NOTED: L I I/--VERIFY SPACE aEAR-QW-JWh FROM FACE OF FOLWDAT ON EX ca 1 2.4 STLVS 0 WOC PITH A60 PLAT ex WL F" R15 SPRAY FOAM IWAI-AT ON 13 "'6YFRH BOARD AT DUSTIN& FIJJMBINS PIPES L ....... ]ISSUE D 'FR T.SEE SECTIONS AND DETAILS FOR FINAL MUM HEI&M NOTED, PE�RhWfrr D 20167191 D 01 IWALL LEGEND 0 h r M DEMO,EXISTING KILL RD40VEP r--1 EXISTING KILL • Ex m ®NEW 5TLV KILL O MECHANICAL 0PM BRICK ALL ZIW-1 CONCRETE BLOCK CONCRETE STONE LEADER 940MGAIR"MONOXIDE DETECTOR NTH F-- BATTERY BW"RAW PIRED IN SERIES To BE INSTALLED AS PER STATE BUILDING CODE SEE ELECTRICAL PLAN FOR LOCATIONS .0 ASEMENT MOOR PLAN 100 04 57-10%REFERENCE ONLY b 41 23'-II' I,'-I' II'-10' B'-II In' ,II 5'-II In• � � � �"g � 6-10 1/4' 5-II 5/4' WSI WNDOW TO + 4 6 MAra rStlSTYN6 F 6 101 n QIq TFRR1fF 5MO] SO] MYy U SEE TERRACE PLAN AT 9I6HT COL Co 5 T' '11 F u'-I'1n D a �15 C 59 D F j S CA GA- OO - [T� 10, F EER6L.A.tB 5 • �' 5'-4' 6 In. In' 5'-6 5/4' S'-6 5/4' :o ft.CONCREi! to•�HF/ATIONS ^ G' ,...T'z t ?� 6 COL 5'�• co1 5' '@ g5_._ '5• D VIP 3 r 01 ° qwy couimNs W — -- Q --- — ----- RB4WEE%5TN5.� som Do GL - - ------ ROOF ABODE _H'L_-1 EWTI 0. "8�•6Ldd 6OL - ------ poi II •lY//'�� I r . N69 DOOR W"DOW ON SR OPEWNS rB SOO ROOF ABOVE II 'JOO . 64 I II 1 caL SCREENnEoD PORCH .::L.........::;:.....�I.....::: R:SipE 1BD PTTCH I' LIPPER LEVEL RETAINN6 WALLS AND STEPS TO m I I u,IXe CZDAR :�I� R STOIle iBD BASEMENT TO BE COORDINATED `� I 5HIPLAP BOARDS CL 1.6 OBDAR WIDSGAPE FL46 - i REFERENCE '4 Y CENTERLINE FU)SHMw SEE CEb.SHIPLAP� EX.MEDIA RM cry` I `x�POROU HEATERS ABOVE HULw�RK SEE cELIN6 PAN PRCH � I I M R B N bSRPYIn' 11'-I In' Y I I I in FIREPLACE•I I I ON 6 In'! 1'1'ABODE FINISH GRADE A116N 4 EX FIfiEPLACE EX EX.CLOSET 6UMDRMToo AND POST I m m 3 REV.# DATE, SYSTEM Too cA bN soFPn AT --- eKd----RH vNnw -------------------- I ID�SGRIY'1"SC123: 6-rm•! 2• In• 4'-7 5/6' In' Ex.woRocw I�-I F 6 EX,FAMILY ROOM BOZ �� EX BREAKFAST RM I W I I ® I I I p Rg{ EX.BREAKFAST RM 901 90I � EX.PORLFI 5 •Q I' S'-0" 5'�" r�Tl TARTIN6 W HE POINT N -I El El O/ P4 W W N EXTERIOR BASEMENT STAIRS STONE TREADS AND FUSERS NOTES O ^�0�j SEE LOWER LEVEL TOO Rc..I ON IR• I.DO NOT SCALE THE ORAWN65 USE ONLY GOHMM NlERICAL /GJ-{ y` N DIMETYNONE SNOW ON THE DRAWN65. L J z A 2.SEE,FM75S DRAWN65 FOR SniUC10RAL ELEMENTS,RAFTER J01515, w W R-a�ay eEMS:FosnETC, O ��yO�// Y - 7 ;.r S.CERTAIN DIMENSIONS%I"ARE RELATIVE TO AND/OR TO BE L!'1 F�-H HATC/ED WTI EXISTING DIMENSIONS AND NBST BE VERIFIED IN THE FIELD � e•�o a ———————— — •�"� �>a� BY TN:CONTRACTORS PRIOR To COMEN'.EHQIf aF YYMK.FOR TNs •+ ,71, '` PRO.ECT MAINTAIN EXSnNS EXTERIOR LOCATION WETS 5HOM. S'-0'ABOnB FINISH O 4.CONTRACTOR SNAIL PROVIDE TEMPORARY 5NORINS OF THE EXISn% 6UARDRLVILIN6—POST STRUCTURE As REOIIRED VMN6 DEMOLITION. D E SYSBH TBD b �'.: )dj ISSUE DATE FOR +��- �" '€ �'"� t� ' 'p PBRbffr DAT& 2016-09-19 SOI 9pl Y .. 4 S.PROVIDE ACNSTIC INSULATION FOR SETREN FLOORS AND MALLS. 'S REFEREN EX.DINING RM a+- _ 0.FINAL IfK 73'-10 CE ONLY ATDN OF H05E SEES TO BE DETERMINED. SEE STARTING POINT AT BASEMENT PLAN 100 :. T.',:'�_ t .c'".Y,�•�,ee 7.BE SECTIONS AND DETNLS FOR FINK-CEILIN61EI6Mr NOTED. WALL LEGEND DEMO,E45TINS AAL.REMOVED •ewe 6v I �ewsnNS WALL Rom WA 5TID WALL Ellmm BRICK ®LORCRETE BLOCK I r,-,--1 CONCRETE I f=STORE ® LEADER �—EX.LIVING E F�———I-i}+�J J FIREPLK.E tl-5CREBED PORCN: X.P RM � �d / SPARKS MODERN FIRES, ® FIRE RIBBON,vTSRffREE MOD¢•5LIN26 FIRST FLOOR PLAN FIREBOX AN15:SEE MANFACTIMS SPECIFICATIONS ®® FJBEP9XII�:SEE MANY1,11 ER5 SPECIFICATIONS Q.�Hyth'R:90-U4'W.42-U4'H.19-If]'D ® ® A 1 `S flaM2'TO BE 56ECTED FROM M4NFAL,URER'S OPTIONS 1 V HEARTH 4 MANTEL:TED 101 Q1 0 TERRACE �y ] .� 1 ------- _ - ❑ �— -- ----� I � tEEI LU I W 2w`" ;` a ❑ I i EX.MEDIA RM I i I I rF I EX.BATH Ex'LAUPIDRY I � _ I ❑ I � __ � EX.GLOSE7 - -------------- ----- ---- EX.WPROOM l02 EX.BREAKFA5T RM REV,#< , DATE, EX.FAMILY ROOM EX.BREAKFAST RM DNSCRTPnON- EX.PORCH x O P4 0 � w �wo � EX STUDY EX.DINING RM O z Q ��U Z 1 o U�s7Q v) C/) W r 5' U r• O a, �1 ISSUE DATP.FOR PERNBT DATE: wl1 09-19 - `.AS EX, nr OF EX.LIVING I hh EX.FOYER ®® I I - EXX`- RQ�I FMT K OOR REPLHCMD CEILING PLAN SCALE: 1(4"=V-0° o -- - -❑ ® 001 101 RCP Ll Boa $oa GunER AID ��——————�- C,L ca oarnxvrs� COL. EXTERIOR F13RRErtR I .a 6 I 5'rV' AT COL COL caL FIRST 6 Vill 1/2• SW 5/4' V-6 9/4' FLOOR y LIMP WITER AND LEADERS BELD14 PECK I SCE SEE PETALS SW AFD " 'v 6IIARDMAILNG to �} e AND rosr soo 9 Boo �coL � —Ii III II iI BAIT sCrOsOTREDINTATD scur NTH SEE��FfROVERLo" �I E�TT AADDE RS W Y _ ROOF DECK EX.BEDROOM 4 I -- - IPoRUU IPE DEWNS DD m jMIS KE MPEt TBORNE l SEE DETALS CA. I O EX 13ATH 5 EX,5TORME I I I I I I I I I I I I I I I LET IN COPPER v~ c r FLASHING CRICKET OE OA FINS DECK E E IF_- — — -----T��rREMDEEx6n6 ------ I CaM POOR ON EX OPENING I MILLI' ———— Ex.PLAYROOM I WIC 2 EX.HALL.2 TEA POOL FL:VERIFY RIS.00ATED ' I I I I I I3Bi: L' DATE ' EX.MASTER BEDROOM ' FL:EXISTING ROOD F Boa Eoa EX VESTIBULE I I I I I I C I I I ❑ ❑ 01 I I wuroRK ----------------- Hm COCK ILN T.17 FL D O M ❑ K 3 1/3' 6-I0• B 5'-4• EX V-4 I 'S EX.BATH 2 wa Fo N So J. a sKL o NOTES oo I j � 0 ..... EX.HALL N i L W NO SCALE THE LRAFIIHbs LEE ONLY COPflJiFD NNEtIGhL O ,O/O� 0 VAATY DIF8ISIONS SHORN ON 11E DRAwHFfa. W O KAFER BATH Em�` I BE 6,POST ETC.. N65 FOR sTRULnRAI ELEf B1T5.RAFTER JOISTS, N � S,IIXER I w ..J . FL,TRFJTILE "�'_". 3.CERTAIN DIMENSIONS SHOFN ARE RELATIVE TO ARDOR TO BE O 0�j e m X NSET MATCED NTH EXI5T1N6 O1e6Dr6 AND NET BE VEUFIED IN THE FELD z 4'-2 I/1'Y 6'A' BY THE COlTRAC.TCRS PRIOR To COHMtW6 WT OF PIMK FOR THIS 7 I EX BEDROOM Z PROJECT MAINTAIN EXISTING EXTERIOR LOCATOR FIRMSHOFN. H U [ CON TLRE ATRACT SS R I�RFF.D WRING DE oN FFIOVICE TEMPORARY sNat NG OF E EwSnNG z U t O S.PROVIDE AOCBnC IREIAA710N FOR CE1YEMN FLOORS AND IW115. wE —..i H%L D ALLIyIORK 6,SEE SECTORS AND DETAILS FOR FINAL CEILING IEIGNTr NOTED. U H O P—P-I 1*6 Sw n LJ Av µ Mae LneAR __ WALL LEGEND cc ISSUE DAlE FOR L————————— Y 6 Y.... PERMIT DATE: 2016-09-19 EX.CLOSET / E�. -+�,y�' •-.w '.:: :.. DEMO.EX5TN6 AALL REMOVED C� ® O E10571N6ITAL.L REA SW HALL - BRICK ®CONCRUTE BLOCK Q CRP.RETE r=1 STORE f;3 LEADER N EX.BEDROOM I 1/0 PO / �� 777,777 77,777 , 4. -0- C r N/F N/F J Harvey B & Patricia R Sher on M Jr & Hillary C Baker U, 466.77 '5 8"E ' N88*15 D 0 2-32.79O 0 2 ASSESSORS REF: K 20 Map 71, Parcel 11-8 20 El Location Map: I------i F_ ------- C) ko OVERLAY DISTRICT Lawn Parcel Area Cl) L6 LO ZONE: AP Aquifer Protection District C\j 50,005±SF RF—1 Area (min.) 87,120 SF(RPOD) U Frontage (min) 20' C\4 Proposed Inclosed e Width (min) 125' Setbacks: C) Trash Storage GCB Front 30' I Fn d Side 15 Rear 15' (b FLOOD ZONE: Q G Zone X (not a flood zone) FEMA Mop Number Proposed Screen Porch, 25001C0756J Upper Porch, & Roof Effective July 16, 2014 Terrace #155 1 ------------ 2sty w1f NB8*15'58"E ...... .......... .. . .............. Dwelling 50.69' Approx Septic As Per As—built Cord -- --------- ...... 70.8' :30 .... . -------- .... - O ... ---21.3' ............. 36.2' .......... ............ .5 Approx Septic New Pool Apron As Per As—built Card .......... of V48 RICHARE) R * 19,4' V4EUREUX -'3 New Pool 0 2f 0 NO. 34V2 a 0N Proposed Stone Stairs ...................... & Airway Access ................................... C3 ... .......... N) ---- ----------- Former Pool Location 33.3' 22.5' Lawn C� S85-07 09"W TBM"A" E1=23.14' NAVD88 283.00' To of CgIDH N/F Trust — 2014 The Maria Frongione Tr Title: PREPARED BY: PREPARED FOR: Notes/Revision: Plan Showing Proposed 1.) The property line information shown was compiled from available record information. Site Additions ae u ry Chris & Mary O'Connor (b (b 2.) The topographic information was obtained at 155 Carriage Road 23 West Bay Rd, Suite G from an on the ground survey performed on Osterville MA 02655 or between 111JAN116 and 121SEP116. Bamstable (Oyster Harbors) Mass. (508) 420-3994 / 420-3995fox www.copesurv.com 3.) The datum used is NAVD '88, a fixed mean s 20 0 10 20 40 80 ea level datum. Date: Scale: 1 "=20' Field: WHKIKARIASK Review: RRL September 14, 2016 Comp/Draft: RRL Drawing # C456_10G1 spl Revisions G MAX 4"ID SCHED 40 PREF PIPE BENCHMARK: 6" MAX 7.00' MIN, 3.40' MAX THRU RECHARGERS TEST PIT #1 GRID. EL. 99.5 TEST BY: A.M. WILSON ASSOC, INC. I 1 fGF OF -�- j - LEVEL 2' MIN I 3" SEEDEO TOPSOIL, I i NA GLEN HARRINGTON I NDATION 9' MIN. 36' MAX I tie SLOPE rw. EL. WITNESSED BY: I NAIL TO 8E -- 9" MIN, 36" MAX 0.17 I 2" PEASTONE C:_ + U5-iy 01 MOTTLING EL. NONE CERTIFIED BY: BERNARD YOUNG ! i SET ELEV - T I I G c., VATS: ..__ 5 t T 98.25 M!►v PLU•� END ` i r ! �tEV SLFA -_`_T Ir - I I ' Li tie_ � � .CE 5d1 SOIL T SOIL SOIL 102.00 �- ZS � i 1 jj[ikL'OP FioR DEF-ri I HORIZON TEXTURE COLS^ MOTTLING riH1- !I IiI1 I � t 7 \ 1 ►== �-_- ~--- I �7 / ) 1 I / 0.25 - - - -- - -1.17 I ', -� I ! �j �- �. 1ims) ISI,S1Cs� ! I 1 99.50 98.00 I 97.r S i -- - - { �� y5 ,i3 % i� ; 1 I. f -_ 3/4" TU 2.00 I r `.� Cbve ` - G 5 f 97.25 I 10.83 4.00 97.50- _ i !I D - 96 'S-____, �_ i - DOUBLE WASHED I _-MASSIVE -I r �0.83 4 JC ! t 97.10 DISTRIBUTION �. - ' Oyster TwU FEEDS 2 ROWS, 44.92 STONE f { I j ____ BOX 94.75-' y ( ,E LOAMY SAND 110YR 5/2 NONE VEf?Y FRIAB,_E � ( f t �'! OB_5 { ' � �� � i -- � Harbors � ! �99.25 1 C �� - ig h"ASSlVE i �I iL,_7!v SEPT(, TANK r_. -J H-10 2._�0 ENDS, 2.83SIDE� i 5.92 �10.00 `I I r c s�T- �' i s i98.rs6 1ti ___- IA - -j�OAM'Y SAND. �10YR 4/3 NONE 'VERY FRIABLE j j 150E-H-10 1500 GA�_ON SEPTIC TANK WATER TEST OQ"r10'xL TRENCH - I MASSIVE I 6" GRAVEL CN NATIVE ST-1500-H-10 EQUAL PRO E ! H 2 COWS OF 7 RECHARGER 3S0'S LoCu `� f 198L9_1 1,.3;) !Bw ILOAMY SAND `10YR III iNO�'= jVERY FRIABLE I ,SOIL OR MECHANICALLY RC)TOM OF TEST HGLE 88.83 'OMPACTED BASE1SINGLE f;RA!�J, ICi;: I1,.^, i;3 !MLD FINE SAtiC#1GYF' 6/8 NONE i.00SE 'ANKS AND D-BOX - __---� ' HOUSE PROFILE 1' BOTTOM 120, ELEV 89 ` � I TS WATER NOT r.NtiOttNTERED TOP PERIC nCK.E C { - r- 6' MAY 4"ID SCHED 40 PREF PIPE c �► <2 r-- i.00' MIN, 3.00' MAX 39., _ MIN./INCH ! BENCHMARK: i THRU RECHARGEti~ TOP OF' ' FOUNDATION r` •-•+; � 99 5 A.M. '�>JILSON ASS�JC, ,E1,^ 9" MW, 36" MAX -"'-' �"- LEVEL 2• MIN I 3.. SEEDED TOPS OIL. �ti. �.----{��. �' •'y I GRID. EL. TEST _ SLOPE TEST r:T BY: 2% NA GLEN HARRINGTOh - NAIL TO BE i- 0.17 �--- 2" PEASTONE Gw_ EL. WITNESSED BY': _-- SET ELEV _. s 98.50 MIN PLUG END I ! G`,-29-01 MOTTLING EL. NONE BERNARD J. YOUNG ! 102.00 1-.2�5 _ i 10050 MA. 1 DATE: " CERTIFIED BY. _. - �ELEV. SURFACE SOIL I SOIL SOIL SIJIL - J 1 � - I " I II ---,-�- a 1 ; l_ C U �, t DEPTH HflRIZOPJI TEXTURE COLON MOT LING OTHER 0 25 98.00 -? ,� !� h Ii ," ^��� y rI 2.00 99.50 98.50 I i 97.50 3/4" TO 1-1/� t,• NOT TO SCALE ! _ i i 0.83 aA0 I N `i --- I DOUBLE WASHED L ' ! '99.5 ;3 0 � - - - ! �� 97.87 DISTRIBUTION 97.2D � � STONEParcel �_ Mr c \ ` a�X 95.25_1 I 7.50 -----�-I i ; Assessors Map 71 1 8 �S d 1 1i 99.25 '0 iE LOAMY SAND !10YR 5/2 NONE - - �� DB-3 �_ 3.00 AROUND I DESIGN CALCULATi01JS. MAIN HOUSE Ii tom-- 3 T- , j -Lv�RY FRIAf,t_E I 1500 GALLON SEPTIC TANK OR I 6.42 i C ,. --- i<< I ST-1500-H-?0 D6- r- ( (`-- ---_.-� 5 -' .3.5'x10.33'x2' TRENCH f I i I I MASSIVE " ' { NUMBER OF BEDROOMS �--,A Of Ii 98.6E :15 A LCAMI` SAND 10YR 7/3 NtJFJE VER'r r"R!APLE i 1 H-,0 WITH 1 RECHARGER 330 GARBAGE DISPOSAL UNIT i� ALLOWED 1- G" GRAVF� ON NATIVE -+ MASSIVE i i OIL (DR MECHANICALLY DESIGN FLOW i, AT2Nit �. N I' ��__ BOTTOM OF TEST HOLE 88.83 � � �'F�. � A,3 N N COMPACTED SASE r I,98.2-5 3J Bw (LOAMY SAND �10YR 5I6 ONE VERY FRIAL3L L P O®L MOUSE PROFILE )= ,�. �1 TANKS AND D-BOX T I c". CIVIL �.r .CkWA U i c SINGLE GRAIN, ! _ -. - - ___ ti _ N , s--- ---_-- -- ----- ----- -- ---------- ------- - - - --- - - _ - - - - --- - - REC)UIREDE SEPTIC STANK I CAPACITBYR TWO (MiN)'�L�.SzA� ! �1 zsa9R '� {97.00 4G f I ED FINE SANS 1G'rR 6 8 NONE SE I _-.-- --- ---- --- ..� - - ----- -----'---- --- -- -- - -- ---- - r r c. I _ / ^- ��0-t -----..-�` -_-_ AC DUAL SEPTIC TANK CAPACITY, TWO . QQ__- A. I, L _ i BOTTOM 126, E[LV 8n.8.3 I j l I� WAT k tJC:T z_re:,C)! PITERE% 1 f LEACHING AREA REQUIREMENTS 55UGPDx150%= �.__4�' �, t - �•- tr.au I I I j --BOTTOM 0.74 GAL/(SF-DA) , ! I --SIDE 0.74 GAL/(SF-DA) I LEACHING CAPACITY P 1 - Ii + � ! I- t OjeCt �11e tlfdify Pole IT?l (rUlr y, F`0/e ((100'x1C1') t 2x(100'+10')x2') , i OHy. xO.74 GAL/(SF--DAY)= 10655 GPD RESER`!E x + .� , DESIGN CALCULATIONS, POOL HOUSE i L.o t 22� ; � �o ;uMB[R OF BEDROOMS , _-- �, cirri a C � 1 } GARBAGE DISPOSAL UNIT NOT AL _OWE-F) Roo (_,� 99x7DESIGN FLOWt�10x71 BEDROOMS x 110 GAL/(BR-DA)=i 10 GPII I ! I REQUIRED SEPTC_: TANK CAPACITY (MIN)1�00 GAA�, I�ox4 I ACTUAL SEPTIC TANK CAPACITY �00� �.; v-- icr)_� _ p I LEACHING AREA REQUIREMENTS `! C6 --BOTTOM 0,74 GAL/(SF-DA) f � /(` ) -SIDE 74 GAL �F-DA FNO� 232.79' i LEACHING CAPACITY I +I I f ((1 0.74? GAL ) SF-DAY -5 +?0.33"x2�) 1�� D � ` rs I II I 99x4 1 _ _ DRIVE RESERVE 1 �_,�. t } 1 NOTES N I/D �r f 1! I 50,003 S.F. 48.00 �, 99 9 �" _ ;rsPr"9 OR j �� ( METHODS AND MATERIALS SHALL CONPORM TO LINE`. SI 'OJVi`i HEREON WERE L , ivlPi _t_i FR'�M `'or°� ?.?5 ACRES I ?j ! �� �r ��1�1 ' •' 1 J r:;' - ^'� ! - / I I, TITLE V OF THE STATE ENVIRONMENTAL CODE AND i; LAND 'CJR:T PLAN 115354 131 AND DO NOT REPRESEENT AN I `99`- (L.C.C. 1�354 liiJ ` �/ ( ! ''i "OWN OF BARNSTABLE RULES AND R,FGULAT! INS. ! /v/ I ACTUAL SURVEY ON THE GROUND. - % ;! S (� fi ` . \ � � ' 2. GROUT TO BE USED AT ALL E'OINf., ,NI`iERE PIPES j ; ! ENTER OR LEAVE ALL CONCRETE STRUCTURES IN f '' 2. Df ED REFERENCE: LAND COURIT CERTIFICATE 15i4�2 {+I! 98x7 81 K ------ ?C,1 5 rg ` j ORDER TO PROVIDE A WATERTIGHT SEAL. RE:,ISTRY DISTRICT OF BARNSTABLE COUNTY. \� 3. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE 99 7 Prepared For I� 3. ELEVA >itiJNS ARE ASSUMED '9x5 r� SEALED WITH NEOPRENE GASKETS OR ASPHALT �C\ I CEMENT TO PROVIDE A WATERTIGHT SEAL. 4. ATi�`'1N'� F UTI I TI'-S SHOWN HER'�OPJ ARE o I 1 �' �j //�.� I 1 LOC � O L E E , v c 4 PRECAST CONCRETE SEPTIC TANK, DISTRIBUTION I �Gl�� ��`' `' ������ APPROXIMATE ONLY AND ARE TO BE VERIFIED IN THE / , � f f 51-�' - '� `�• _ -- --___, � � 99x£ � E�E E-`E BOX AND LEACHING FACILITY TO WITHSTAND H-10 !! j FIELD. I{ i' J \�� \ Tesl Pi; OKf / -- E- Q� b �fi/rt}> P /e z ! ' f i LOADING UNLESS UNDER PAVEMENT, DRIVES OR ,I L a�� ��/G I � E Ems'' E��i O TRAVELLED WAYS WHEREIN H-20 LOADING SHALL i E-E-- E -rJ '- - -- I APPLY. 5. ALL 4" PVC PIPES IN THE SYSTEM SHALL BE 3261 Moln Street i I Test h 2 ! l a 1I ,CHEDULE 40. 1 _� Bornsrcab!e. MA g b STONE SHALL FREt_ OF ALL 02630 ! II ~ DIRT, DUSTAND FINES. WASHED CRUSHED �TnN � A '� ' � I 7. AT ALL POINTS OF INTERSECTION OF WATER LINES AND SEWER LINES, BOTH PIPES SI-I f ALL BE CO 1- t 1 ; g (, !;!i STRUCTED OF CLASS 150 PRESSURE PIPE AND ARE TO / sr. '- \\ \\ O �� a� �' BE PRESSURE TESTED TO ASSURE_ WATERTIGHTNESS. A. IVI, Wilson ASSOCioteS IrIC. ' f s' �� I 8. SEPTIC TANK, DISTRIBUTION SOX, ETC. SHALL BE 1 , v PROPOSED I ! �, [ 508 375 0327 / F-AX 375 0329 ° , � K BEDROOM HOUSE `� 99xh MAPJLIFACTURED BY ROTOND+� C3R AN EOU1�/ALEaJT ' 20' \ 5 BED d : 102.0' 7 `� � j \TOP OF END. EL. U MANUFACTURER. I _�I 1 9.�x r*'t I \\ -,! I Drawing Title 1 X A EXCAVATE AUNSUITABLE MATERIAL IN LEACHING I 0.00 - ExC E ALL 6.1 C 100.00 g S j AREA AND BACKFILL WITH MATERIAL AS DESCRIBED ' 6 ff L i 50.79 tiff �\ \ j20-00 I ON PLAN. CK 04„ s \ f - 10.HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO I r 70 93 { OPERATE OVER THE LIMITS OF THE SEWAGE DIS- }I 99 6 1 POSAL SYSTEMS DURING THE COURSE OF CON- }, STRUCTION OF THE SYSTEMS. S�j r- � l r f(7 99x5 ; 11, NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL �I t 1 ( I I SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN : APPROVAL OF THE ENGINEER AND THE LOCAL. + i/� g �r p001i �� 94x4 �/ ! i BOARD OF HEALTH, I 2.00 I o ! pv3\ t I !E I. .� , a o� 6 12. THIS SYSTEM SHALL BE INSPECTED AS REQUIRED BY I j� ! �j (,�'�i C`� (/`1y �I !i �';J7tTlN AREA SF`)WN, ALL UNSUITABLE MATERIAL �A �[ B 98x6 �.,\ t ! �'-�-' TITLE V. L.. `� `�' `� 1 I� 1 HORIZONS) 1'ti BE REMOVED AI�IO REPLACED WITH SOIL I 1 \ I ,, 35.0 CGNSI,TITN, OF CLEAN RANU_AR SAND,_ FREE FROM C,RGANiC ` ! I \ r� � \ _- _ C S REQUIRED BY I 1 T�'R AND DF:�ETER!(1135 SUQSTANCES. MIXT,'�< `' r•a!� '" ! � ___--- - '`,,./ 3. A CERTIFICATE OF COMPLIANCE A.; • I +,t a T _ E° AND LAYERS � �! a :I \ � �� - � - ! _-- � 5.00 t 0 00 � OF' DIFFERENT CLASSES OF SOIL SHALL NOT B F � � � � - - i U.00 � � Uti/rt Pole _E USED. THE ILL + 1 ---= 1 TITLE V AND AN AS-BUILT PLAN I ! r l� )HALL NOT CONTAIN ANY P�ATER!AL LARGER T}!AV 2 INCH S. F`, I 1 I I i ----- i - _ OF THE SYSTEM MUST 1 BE OBTAINED B : THE I �! :'EVE ANALYS" LiSiNG A #4 SIEVE, SHA1._L BE PERT"GRMi D + I \ `�� � .� �-'--T \ ` �� �8 � � D r � CONTRACTOR UPON COMPLETION OF T}IE ?,BONE WORK. f t 1 ON A PEPRESENTATIVE SAMPLE OF THE FILL. UP TO 45% BY WEIGHT I � � ` � _____----T���'^y- ~�- - - - -- - - ---- -- t! �99 9 �I d+ THL FILL SAMPLE MAY BE RETAINED ON THE 4 SIEVE. I I - 3�`- ` _ --- 2630? _ -- - -- 99x15 14. THIS SYSTEM IS DESIGNED FOR A. GARBAC;E (I 1 SIEVE ANALYSES ALSO SHALL BE PERFORMED ON THE FRACTION OF �' - _ - - - -- A/--___--`- --. --- -Ede 0-(Stone or"'e'way 1 1 ( , \ �- _ ) _- --_- - _ - 8,5-07'09 - a9,. 7 DISPOSAL UNIT IN MAIN HOUSE. NOT POOL HOUSE i rHE FILL SAMPLE PASSING THE #4 SIEVE, SUCH ANALYSES MUST I DEMONSTRATE THAT THE MATERIAL MEETS EACH OF � _ 15. ALL UNDERGROUND UTILITIES SHOWN WERE COM- 1 THE F+.JLLOWING SPECIFICATIONS: f y`�D'' _ _- _ BENCHMARK: CONIC. BOUND � I PILED ACCORDING TO AVAILABLE RECORD PLANS i I 1 I! 1! ' AT ELEV. 100.2' ` AND ARE APPROXIMATE ONLY. Sc.E CHAPTER 370, EFFECrivE % ASS MUST ! �9 6'DIAx6'H PRECAST SIEVE SIZE PARTICLE SIZE PASS SIEVE ( �� ' L , f ACTS OF 1963, MASSACHUSETT� GENERAL_ LAWS. FND LEACHING BASIN WE ASSUME NO RESPONSIBILITY FOR DAMAGES C I! I I 4 4.75 MM 100% I 50 0.30 MM 10 0 - 100% W 3' STONE AROUND .' INCURRED AS A RESULT OF UTILITIES GMMI TTED OR { - I tGo rJ 15 MM 0 0 - 20% INACCURATELY SHOWN. THE APPROPRIATE PUBLIC I Date April 30 2001 200 0.075 MM o" - 57o ! FOR POOL BACKWASH , g9' I V __ _► '- -- Drawing No. ENGINEERING DEPARTMENT SHALL BE CONTACTED AS REMOVAL DOWN T� ' 2 I Des, n A M.W. !I _..._ ______ ______ -•-- - -- � : 98x5 MEDIUM FINE SAND` Existing � WELL AS DIG SAFE (PH NUMBER 1--800-32._--4844) 1 I !) Goroge L I, �!�:heau A�M.W. II ` Scale: 1'= 20' {' Drawn SBO ! - =-�- Iob. No. 02--a1 oacE O 10 'n 30 4,l 50 FLf ' _ -- _- t Last Rev. 2/za/oxpoa sus) �oI 1 oow. _ ,