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0346 STARBOARD LANE - Health
346 Starboard Lane Osterville A = 166 - 114 , i I Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments GM , 346 Starboard Lane C Property Address Jeanne&John Upton Owner Owner's Name information is required for every Osteryille kl MA 02655 8-9-16 � page. Citylrown State Zip Code Date of inspection - GG 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 s f�. !/�•� `o�turumgtnq on the computer, �O`���` y�H OF use only the tab 1. Inspector: key to move your O • yG cursor-do not James D.Sears = DAMES rn_ use the return Name of Inspector key. *;• Capewide Enterprises, LLC •.r o •Q Company Name �•i��h F .... ..T•�.G 153 Commercial Street ��o,����srI N SPE������` Company Address B� Mashpee MA 02649 City/Town State Zip Code . 508-477-8877 S 1623 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000).The system: r ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority. Qet'77u4--" ✓t,�L' 8-11-16 spector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system 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.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 °� V� Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M ,•°' 346 Starboard Lane Property Address Jeanne &John Upton Owner Owner's Name information is required for every Osterville MA 02655 8-9-16 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: ® 1 have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. - Comments: The system is a 1500 /1000 Gal.two compartment tank. 1500 Gal. septic- 1000 Gal. pump chamber. DBox and 35 chambers. 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.doc•rev.6/16 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 �M ,•'' 346 Starboard Lane Property Address Jeanne&John Upton Owner Owner's Name information is required for every Osterville MA 02655� 8-9-16 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): ' 6 ❑ 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 i ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17, r Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 346 Starboard Lane Property Address Jeanne&John Upton Owner Owner's Name information is required for every Osterville MA 02655 8-9-16 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 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 El Static liquid level in the distribution box above outlet invert due to an overloaded ® or clogged SAS or cesspool ❑ ® Liquid depth in is less than 6" below invert or available volume is less than day flow 1-8j4C'#jlv0 t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °M 346 Starboard Lane Property Address Jeanne&John Upton Owner Owner's Name information is required for every Osterville MA 02655 8-9-16 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 1 0,000g pd. ❑ ® 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.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 h Commonwealth of Massachusetts Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 346 Starboard Lane Property Address Jeanne&John Upton Owner Owner's Name information is required for every Osterville MA 02655 8-9-16 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? El ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® F1 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): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 550 t5ins.doc-rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �M 346 Starboard Lane Property Address p Y Jeanne&John Upton n p Owner Owner's Name information is required for every Osterville MA 02655 8-9-16 page. Cityrrown State Zip Code Date of Inspection D. System Information Description: The ystem is a 1500/ 1000 Gal. two compartment. Tank 1500 Gal. Septic- 1000 Gal. pump chamber. D Box and 35 Chamber's. Number of current residents: 2 M Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonaluse? ❑ Yes ® No Water meter readings, if available last 2 ears usage d 2014-171,000Gal g ( y g (gp ))' 2015-176,000Gal's Detail: ti Sump pump? ❑ Yes ® No Last date of occupancy: Present 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.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ;M 346 Starboard Lane Property Address Jeanne&John Upton Owner Owner's Name information is required for every Osterville MA 02655 8-9-16 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: NA 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. I ® Other(describe): Pump Chamber t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 346 Starboard Lane Property Address Jeanne&John Upton Owner Owner's Name information is required for every Osterville MA 02655 8-9-16 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: 2010 Permit #2010 -474 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 30" feet Material of construction: ❑ cast iron Z 40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Pipeing is 4" PVC SCH 40. Septic Tank(locate on site plan): Depth below grade: 20" 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: 1500/ 1000 Gal. Precast Sludge depth: 2" t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 Commonwealth of Massachusetts f W Title 5 Official Inspection Form I Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 346 Starboard Lane _ Property Address I Jeanne&John Upton Owner Owner's Name information is required for every Osterville MA 02655. 8-9-16 page. City/Town State Zip Code - Date of Inspection D. System Information (cont.) Septic Tank(cont.) 28" Distance from top of sludge to bottom of outlet tee or baffle t - , O„ - Scum thickness Distance from top of scum to top of outlet tee or baffle 8" Distance from bottom of scum to bottom of outlet tee or baffle 18" How were dimensions determined? Asbuilt—Tape- Plan Sludge Judge Comments (on pumping recommendations, inlet and outlet tee or.baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage; etc.): ' Tank at working level. Tank at 20" below grade w/covers at 4". In and outlet tees. No sign of leakage or over loading. Grease Traplocate on site Ian ( plan): _ Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness r N 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.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System--Page 10 of W Commonwealth of Massachusetts ` r Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °M 346 Starboard Lane Property Address Jeanne&John Upton Owner Owner's Name information is Osterville MA 02655 8-9-16 required for every 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.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 I Commonwealth of Massachusetts - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °wM 346 Starboard Lane Property Address Jeanne&John Upton Owner Owner's Name information is required for every Osterville MA 02655 8-9-16 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 0 Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): D Box is 16"x21"-30" below grade w/cover at 10". Box is clean and solid. Five lines out. 2" inlet w/tee. No sign of over loading or solid carry over. Pump Chamber(locate on site plan): Pumps in working order: Z Yes ❑ No* Alarms in working order:, ® Yes ❑ No* Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): 1000 Gal.Pump chamber. Chamber is clean w/no sign of solid carry over. Pump and alarm working. * 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.doc•rev.6/16 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 GM , 346 Starboard Lane Property Address Jeanne &John Upton Owner Owner's Name information is required for every Osterville MA 02655 8-9-16 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ® leaching chambers number: 35 ❑ 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.): Leaching is 35-ADS 36 Biodiffusor 13'x35'. Ck D Box and camera out lines. No sign of over loading or solid carry over. 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.doc rev.6/16 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 346 Starboard Lane Property Address Jeanne &John Upton Owner Owner's Name information is required for every Osterville MA 02655 8-9-16 page. Citylrown 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.): l5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,M 346 Starboard Lane Property Address Jeanne&John Upton Owner Owner's Name information is required for every Osterville MA 02655 8-9-16 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 JS 31 I - t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M , 346 Starboard Lane Property Address Jeanne&John Upton Owner Owner's Name information is required for every Osterville MA 02655 8-9-16 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 10, 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: 11-4-10 Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators,'installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: T.H.on Design Plan 11-4-10 10' no G.W.. Bottom of leaching at 4' below grade. Bottom of leaching at 6' above T.H. Depth. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins.doc-rev.6/16 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 wM 346 Starboard Lane Property Address Jeanne &John Upton Owner Owner's Name information is required for every Osterville MA 02655 8-9-16 page. Citylrown 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.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 i � � �� I� TOWNt OF BARNSTABLE LOCATION ,34(P 5'6gv,6uq rd SEWAGE# 2010 - '4 7'1 VILLAGE OSkir vl l IQ ASSESSOR'S MAP&PARCEL lbte - 1(q INSTALLER'S NAME&PHONE NO. J,,, (0-7 SEPTIC TANK CAPACITY SC) /16U S�ph� 1�JCl �C LEACHING FACILITY.(type) (size) 1 y.37S X .3S NO.OF BEDROOMS S OWNERJ�� n PERMIT DATE: I - I - 2.Q t Q, COMPLIANCE DATE: 7-0 11 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Jvf/ i/ 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 C-4~iZ 64 ef&,�L3-&S i 1-1 u ke, Nea /,4Gf 4w.s I.v 3 y 14 Z.1/ ('5 1. S S 10-0 1yZ.3" S y �Yw �Y: 0 No. � � Fee hV THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rpprtcation for Mt!5poal *pgtem Cowaructiou Permit Application for a Permit to Construct( ) Repair$4 Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. 34(o STcKtco� Lard Owner's Name,Address,and Tel.No. '76" U f To n Assessor's Map/Parcel Installer's Name,Address,and Tel.No�jr� i �Cr�S eS Designer's Name,Address and Tel.No. CSC it—`•1 -7(o-� 50�- 2"13-03�"12ss- 1f-'— MA Type of Building: g� n Dwelling No.of Bedrooms 7 Lot Size �e�� `��± sq.ft. Garbage Grinder ( ) Other Type of Building YYt v No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 5 s0 gpd Design flow provided (OZ 1 (A gpd Plan Date 07ti l c in Number of sheets Revision Date Title •3 1. (e TW62,0 c'et f Size of Septic Tank 1500 Type of S.A.S. ( X fed o IF Description of Soil p IPA, e it P Nature of Repairs or Alterations(Answer when applicable) 0&.J 1f`(O C.y c,*L %-4e-oJoL —F4*& Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Si e 9 Date /cry — +- t o Application Approved by 406111YDate Application Disapproved Date for the following reasons Permit No. Date Issued Mo No. „ Fee t THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION TOWN OF. BARNSTAB'LE, MASSACHUSETTS Rpprication for nigpogal 6p5tem (Congtruction permit Application for a Permit to Construct O Repair Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. 3(A(0 Owner's Name,Address,and Tel.No. :J ,,,i .0 eT o , Assessor's Map/Parcel Installer's Name,Acdress,and Tel.No P i cf o �s 1 ����1��5 Designer's Name,Address and Tel.No. S(_ &5,LXA---X. .3 SUSS " ?-7 3 "l Z$S4, (✓f✓+r(.� y 1f.:rw � Type o Building: ; Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building 1 (�_ _- "rY?'�'n yp g �,ln;� ly No.of Persons Showers( ) Cafeteria( ) Other Fixtures , Design Flow(min.required) �Jra gpd Design flow provided gpd Plan Date �`Z '1.o Number of sheets Revision Date Title 3�1G, iYtfba4(u� , Size of Septic Tank < Qp Type of S.A.S. y �J, 3 1 �,z�� o F p�S 3JJaJ•��i• Description of Soil r1Q2 p j A-yt G Zc l Nature of Repairs or Alterations(Answer when applicable) IJec,J f} '10 1 j(�� CF { 5K(2:6L _ L v _ 3 O vc 11�.1 ]v asp(e 3 ),—eAA - Date lastjinspected: 'JQ t0 ._�.. { 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 Certificate of Compliance has been issued by this Board of Health. —. Si ed t o Yy7 Date A Application Approved by / / vj� l Date Application Disapproved r v ! Date for the following reasons, v Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,,.�MASSACHUSETTS (Certificate of Compliance THIS IS TO CER IFY,that the On-site Sewage D si posal System Constructed ( ) Repaired ) Upgraded ( ) Abandoned( )by I'ler -1 e 5 at '54(1 fj "�(a/�JyAv� (,�,,� ( S T�/v�f- has been construc a j in accordance with the prod ions of Title 5 and the for Disposal System Construction Permit No. / dated staller In i J, w /i,f 5 ( U_ Designer LA e4% ,'y _ ry 1#bedrooms Approved design flow 0 gpd ,The issuance of this permit shal no be construed as a guarantee that the system will f nc�t on a g d. cCDate Inspector No. A i7 4 Feet/ ( THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS �tgpogal *pgtem Congtruction 'Permit Permission is hereby granted to Construct ( ) Repair ( �) Upgrade ( ) Abandon ( ) System located at 3 L/jo S f�/(„�,c� c� 1 64Yw b !�✓t 11 f' 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: Const 'c ioiy must be completed within three years of the date of thi e it. Date I Approved by r � ir 'Towni of Barnstable Regulatory Services Thomas F. Geiler, Director 1 ClSARNSR'a6t.ac, Public Health Division MANS. tetra• `�Cgp,;,lii�!. ✓ 'I'hotrtas McKean, Director = 200 Main Street, Hyannis,MA 02601 t)f(it:e 51N-86.14644 Fax: 503•';790 (-,! t Date: �� .��: t(P I,! . 5e'wage Permitft Zolo_ `l7 y Assessor's Mal)/Parcel 1�;k- Installer & Desit!ner Certification Form Installer: . C:r i l• t.,c.. Address: 4 `�y Cr��.���e�.;c .-.h{ 4'..w'" Address: O t >C..._. .v Y __..._l.__....._...._- ®_........ 3 of �3z on 1a - 1— 2010 (+-4,..'S...w...._.._........._... �- was issued a permit to install a - ...........__.......... ....... ...... .........._.... • ld�ate) � (installer)...---�------....,_. ,optic system at " ............._ based can a design drawn b. (u�clress) e e c i!1 C . C:'n G.._....__......... dated _.__._:_._..._..... __...:_.__.__...__.. clay{ (designer) .............__... _ I ;:crtify that the; septic systeln referenced above was installed substantially according tcl tile: design, which may include; ininor approved changes such as lateral relocation of�the; . distribution bo\ arid/or septic tank. Stripaut (if required) was, inspected and the: suds were f;�und sati�f;��t<.�r)'. _V/ I certify that thc: septic system referenced above was installed with major changes (i.o. V"eat.er than 10' lateral relocation of the: SAS or any vertical relocation of arty cornponem cif the septic:s, stum) but hi accordance with State & 1.,ocal Plan revision or e'ertilwd us-'built by designer to follow, Stripout (ifre nsliected and the sellly Wert:. IbUnd s(ttisl'actory. �.�{«1,60 ' .)l)V-M 1, J'z I I (I11su s Sigmth.lr No c6zA 7 g 0 ?e'Si;llinr's SI Tititi.,r ` - A , ! ( (Afitx e Sittg er s ntp 1-1cre,) PLEASE RFM.)R.N 'I O BARNSTABIJ, PUBLIC HEALTH DIVISION CERTIF91 iLI•!M, OF COMPLIAN(,E WILL NOT BE ISSUED UNTIL BOTH. THIS' FORM" AND_AS- 11I.M.A' CARD ARE 'REC EIVI :D BY 'I'I-IF, BA,,R.NS1A131.E PUBLIC; HEALTi-i DIVISI()!�. TM Y(W, .I :I li.,.1cU I:y'.t'C:.I)11'l CI1:'fllilw d;.UP:Unl l�ul. T0 •d )--920 809 DNIeJ33NIDN33f Wd Lt,: SO TTOZ-9T—$33 Town of]Barnstable P# 1 -7 Department of Regulatory Services BARNszAB�. Public Health Division r� yes Date / 6—/%—/u ho 9.��e� 200 Main Street,Hyannis MA 02601 Date Scheduled v Time 0 M Fee Pd, 10 J — Soil Suitability Assessment for Sewage is osal Performed By: 1'�ic�Aftk Pi,Men� EIT G5F p Witnessed By: LOCATION& GENERAL INFORMATION Location Address 3 q p r bu mrd'p 4.P Owner's Name V v61 Address " S ctWV L- Assessor's Map/Parcel: _ ,r 1 1 Engineer's Nametv5 r � NEW CONSTRUCTION ✓ REPAIR j Telephone# Jd8-2�3 603777 Land Use 5(nSl2 family dtlrell+o Slopes Surface Stones Distances from: Open Water Body ft Possible Wet Area. ft Drinking Water Well _ ft Drainage Way _ ft Property Line f[ Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) See Parent material(geologic) buiWOSSn ILO �5s Depth to Bedrock Depth to Groundwater. Standing Water in Hole: 7 12 O"11,S 7 1 2 O w Weeping from Pit Face 5 5 Estimated Seasonal High Groundwater 12 0 l05 S DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: D1Sec_k 6\OSZ;Uati'Gvl` Depth Observed standing inobs.hole: +ZO. �lz0 Depth to weeping from side of obs.hole: 71 2-0 la, Depth to soil mottles: jn Index Well# _ In, Groundwater Adjustment — ft. Reading Date: Index Well level a �p Adl,factor Adj.( roundwater Level =n PERCOLATION TEST bete aJ-10 Thne Observation �... ,v Hole# 3 Time et h" Depth of Perc z`I -y 221 a�y2 _ Time at 6" Start Pre-soak Time @ !U.%.7 A N !0:y3(t�( Timc(V-6") End Pre-soak %0:2 Y A t! l0 50 A 14 Rate Min./Inch < 2- G 7 Site Suitability Assessment: Site Passed yr.5 Site Failed:, Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one'(1) week prior to beginning. , Q:\SEPTICIPERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# ' Depth from Soil Horizon Soil Texture .Soil Color Soil, Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) 10 Yr 3jt 8-2 y 2Y- 120 G F45 2.� i��6 jest DEEP OBSERVATION HOLE LOG Hole# 2- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.% rave a-y yr8 A L S /0Ya 3/) - g-2 y G S JOY. s�6 5'!6% 5tatr�� 2y-12o G s 5 Y 6/ - i�� se. DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Grave f1 �s 10;,r. 311 /Oir S/'6// J - DEEP OBSERVATION HOLE LOG Hole# 'Y Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones:Boulders. Consistency. I 6-9 _ r Lc files Y'b A L S i0 Yr3j1 D Yr sk 11,od Insurance Rate Map: Above 500 year flood boundary No— Yes Within 500 year boundary No Yes -- — Wit!;in 100 year flood boundary No._ Yes Depth of ldatiirally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed:for Lie soil absorption system? _ `des If not;what is the depth of naturally occurring pervious material? Certificatiof,i I certify that on /6- 129 (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 ex ence described in 310 CMR 15.017. Signature_ Date Q:\.SEFTICU'ERCFORM.DOC ;L' O CAT ION SEWAGE PERMIT NO. K, �? z. ;5,-f,4A0A1:za VILLAGE i •k: _ Ce��eir(LI � � :. I NSTALLER'S NAME ADDRESS d U I L D E R OR OWNER I,v y (f d 8 Z5 dLi rd DATE PERMIT ISSUED tY DAT E COMP0,"A'NCE ISSUED �� _ —� s � � ,�, } s, � 1 �� � � �' 3 ��, e i � �€y .. �, No.. ........:.....� f Fims......tn ° 77- THE COMMONWEALTH OF MASSACHUSETTS lv / BOAR® OF HEALTH ......`.vl.?n. ......................OP...O=?Cer�+►�3 c�Q1za..............:......................................... Appliration for Disposal Murks Tonstrur#ivit Vautit Application is hereby made for a Permit to Construct ( ) or Repair (V,) an Individual Sewage Disposal - System t: Location Address W'�!I�e Ras ------•---•-••.._..-•---- x .N ne>` ......--- y ...................... - � _.. L � le Iner ss .. e`Add,�... _... c Installer Address I UType of Building Size Lot----------------------------Sq. f Dwelling—No. of Bedrooms.......... ..............................Expansion Attic ( ) Garbage Grinder `4 Other—T e of Building ............................ No. of persons............................ Showers — Cafeteria a' Other fixtures .---•---•------------------------------------- W Design Flow............................................gallons per person per day. Total daily flow.._....... 3..................................gallons. WSeptic Tank—Liquid capacity Z&P..gallons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water......................... �Z4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ C4 ----------•--------------------•-••----•--•-------...•-••••------------.............._......._•••---......................................................... 0 Description of Soil........................................................................................................................................................................ U ---••-•-•---------•--------•-•--------------•-•-----••---------•------------------••--------------------•-----------------------...-----•------------------------------••----------...--••-------------- --------------------------------------------------------------------------------- ........................ ..... ...................... 7 ---• ... ---------•----- . t------ U Nature of Re airs or Alterations—Answer when appl'cable. '__�_�1_`__ 5 ..__I Gam _ a_= ...._.. .......................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLL 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been isstled by the board of health. Signed_- Q9 . ... ----------------------••-......-----• '- l� ApplicationApproved By----C f""' ----------------•---•-•------..................................... --•----.:�- - e IIate Application Disapproved for the following reasons:----------------------------•-••-----------------------•--------------------•--------------------.........--•••- •.......•-----••---••---•.....-----•--------------------•---•------------••--•------•----•---....._..---•--••----•...•---•-••-•-•-----------------------------------•--------------------=-•-----•---•-- Date 4 PermitNo------------- ._...... Issued-....-----•----------------••--•--•-•--•------•----•-•-- -----._ Date No......... ' Flan.... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Appliratioat for 11iopuoFal Workii Toat.otru.rtion ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ZqGrr f �} S �r� l3Ct..Ylbt. C:P3� lY1ft�1�� .............. ..Location-•Address .... ........•---^......... --^_.._-•---------•-----........-•-•-----or Lot No... ..........----•-. _t Ica xcx�i _...��;:Il Runt {. �3 �,r h�'at�_-.k;1P0. ��tp --u,1 ........---•--•...................................... -Owner Address Address rr»c.�, ' p I?f tr 1t t rc�P _Itr 4 rrcc:+� ----...--•------..`......... ............. .................. ........................... ............................................ Installer Address PQ d Type of Building Size Lot............................Sq. feet V Dwelling—No. of Bedrooms......... ................... .....Expansion Attic ( ) Garbage Grinder ( )U `4 Other—T e of Building No, of persons............................ Showers — Cafeteria QI Other fixtures -----•---------•---------------- . W Design Flow............................................gallons per person per day. Total daily flow.........✓` ..__....................gallons. W , Septic Tank—Liquid capacity!$:..gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No---------_--------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by........................................................................... Date---------------..............------..... Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a •----•--•-.•-----------------------------------------------•---.....•----•------------•-•--•----............................................................. DDescription of Soil........................................................................................................................................................................ x V .--------------------•....-----•-•---••.....----•---•-------........................----------------------------------•----------------•••------•------•----•......--•---•--•-•-•---••----------•--_.-•-- V Nature of Repairs or Alterations—Answer when ...........0 -1, :.::,, , ' ��a� �� (Coo c }---- . ------- Agreement: •-(e a t u'� ,riQ__c ... o.�a to . . The undersigned agrees to ',install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TlTIE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed-- --/�:.:: ;.a_J0(A(Mk ....................... r' -���' R('. Application Approved By,::,,., et �.�.�--" "-- Applieation Disapproved for the following reasons:.......................................................................................................... ............................... ------........ Date Permit No...... �-J.E3'1_4� Issued .,� - -- ---------••--------------------- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ? ?..................OF...1 E.!2n5--ajt .................................................. Trrtifiratr of TuutpliFattrr TH IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired (1 ) by------ �n G'- ----------------------•------------------------------- ------------------------------------------------------------------------------------..-------- Installer at. -- -'C • ----------------------------------------•-•-----.------------------•---- has been installed in accordance with the provisions of I:IB 5 The State Sanitary Code as scribed in the application for Disposal Works Construction.Permit ...... dated -- .................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BECONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTI NJATI,;FACTORY. DATE................• .9 t..._.._........... Inspector..................................................................................... ` { THE COMMONWEALTH OF MASSACHUSETTS BOARD' OF HEALTH _ .......................OF.'�J.eerWs rrbfrt.. ......... .-. S�.. FEE.Z!..:........... R Disposal Works 1011oatlu#rt ion pamit Permission is hereby granted t� G� ":... to Construct ( � ) or Repair ( ) an Inidual Sewage Disposal System = m ' Street as shown on the application for Disposal Works Construction Permit ..... Date .._ _../t -------------- 4.4 ......_ .. ... . d'- Baard, DATE...................................................------•-•----•--------------- of Health FORM- 1255 A. M. SULKIN, INC., BOSTON fv: - _ . �• a .. --'--- - .{: TOP OF FOUNDATION CONCRETE COVER CONCRETE COVERS wo 4, CAST IRON 12 OR SCHEDULE 40 12"MAX. P.V.C. PIPE 4 SCHEDULE,4O. PV.C.(ONLY) 1 PIPE - MIN.; . t . PITCH I/4"PER.FT - LEACH 3s'Y PITCH 1/4`�PER.FT. PIT n ` M: '° 4\ EE PRECAS LEACN(N c EL••.•• • • • • INVERT is INVERT SEPTIC TANK n INVERT EL-Z 7T'•Z. . . . ELr?6 X 9 ` >_ EQUIV. 60K . . .. .. GAL . INVERT • `� EL-�•7 xo INVERT a w w b. 3/4.;Td-11: EL�6.?C.1. :' � WASHED STONE PROF1 LE OF GROUND WATER TABLE`. SEWAGE DISPOSAL SYSTEM NO SCALE SOIL LOG WITNESSED BY ' DATE .. . . . . . . . .... TIME. . . .. . . " BOARD OF HEALTH TEST HOLE 1 TEST HOLE 2 /�E�Q CApt ENGINEER ELEV. . . . . . . . . . . ELEV.... .. . . . . . . DESIGN DATA NUMBER OF BEDROOMS 3, • , ; .,. w ! TOTAL ESTIMATED FLOW 3 GALLONS/DAY • : ':: "s BOTTOM LEACHING AREA /./ 3 • , , . SQ.FT. /PIT x SIDE LEACHING AREA •2.�.3 . SO.FT./ PIT `. g GARBAGE DISPOSAL ./.0 . .(50% AREA INCREASE), i;'`•a ` TOTAL LEACHING AREA . . .3 . .q, SQ.FT a °`7 } PERCOLATION RATE MIN/INCH t¢ I • — LEACHING AREA PER PERCOLATION RATE .. . . . .. SQ,FT Na. .WATER ENCOUNTERED I NUMBER OF LEACHING PITS APPROVED . .. . . . . . . i. BOARD OF HEALTH R �'�yl '•6� - 03zf.. ��.= P3��a . .l3.oiToey n} a . �2.£FR7 d. z•Xr%6 J ��1 i�'� sFC?,s�=37 DATE . ' AGENT OR"INSPECTOR / TAC= _<��� 6P1)• ____ ; NAB P1�•. RoaToe/ JOHN y C JAL'OB6 . PETITIONER ' �wEALSN `1 �1 NOTES: SJ'-3114' 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.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BE 6'-11"ABOVE SUBFLOOR 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE,9TH EDITION AMENDMENTS&IRC2015 , 5.) 110 MPH EXPOSURE C WIND ZONE NEW MARVIN INTEGRIT 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, NEW MAR wreGRITv b FRENCH—S- I OR HORIZONTALLY W/BLOCKING AT EDGES,WEDGE/12"FIELD NAILING FRENCH B'0'x8'10' SLIDING DOOR SLIDING DOOR ISFDB06B XO 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD IEFD8068%G " DECK 8.) SEE CERTIFIED PLOT PLAN FOR ALL EXISTING 8 PROPOSED DETAILS ❑H // \\ ABOVE ABOVE / \ 6-STUD POCKET R 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF \ 3'z3-x 1/d'STEELEL POST ALL SIMPSON COMPONENTS /// \ X.3'x IN'STEEL POST NEWMARVININTEGRITV (SEE DETAIL) 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS / (sEE DETAIL) SLIDING ENCH'DOOR B10 FRENCH 'T INTEGRITY Exlsr. / \\ SFRVpVIN ROXG INTEGRITY / \ W10 x 1)STEEL BEAM HDR. FIXED PANEL 6'10' SLIDING FRENCH DOOR TO BE 3000 PSI as / \� FIXED PANEL a 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION EXIST \ 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED DINING FAMILY ROOM II 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION INSTALLER/CONTRACTOR. 15.)ALL HEADERS TO BE 3-2 x 6's UNLESS OTHERWISE NOTED S Ali -TT B.I. G •MASTER § IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS r1 EXIST. �f BEDROOM CLIMATE ZONE B(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION EoE.mE„a c oR. . n.1n'Va"iA [.v Autw�E •aexv xn,EoU EER.w Ec.vnu ERE-OPR —a•sEUUE A , o I Ra a / A0 - I IK LIVING ROOM TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) E„v aaI„ w __ ________ _ -- E ER` "nu!ocro n . R-E NuE ' . b F NOTES: --_ _______ DN i.R VALUES ARE MINIMUMS U-FACTORS ARE MAXIMUMS. 2'e' eOE \ N' // III 10W RAN E O SLUDINGBARN 3-0 .2.-19 MEANS R•ISCONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR /J �� R OF THE HOME OR R-19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL /JP T I O /GN �' II EXIST. ].P.EFEP.TO IECC 2015 CHAPTER FOR ALL INSULATION&ENEP.GY REQUIREMENTS P /OpYC ♦9A UP CLOS. 4.13a 5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR / S R13 CAVITY INSULATION / G`S0 ��( WE I I - \ BENCH F $ \ \\ \ S 5 „' ` III L=_ JI i R IF I T'/ x II \ \ \\ .: a. U'• � 6V III --a- I I 1 4 HALL `.I li i PRT I a• PRT.DOOR )`,_° I '� '�'�'• LIN. KITCHEN UPO n" 4. �r n 26 i'+`` M1$�`� �}�' j;M1 POST(SEE DETAIL) (VERIFY KITCHEN 2'6'z I _ _ / I \v �OF_ .LA LAYOUTWIONMER) © !!1� �'I PKT. - _: Off3.\0 P'r'}.� 60'r ' 6�3 ♦ STOR. I Ir 1��1 N - 112 x 22 STEEL BEAIA b ` O CO_O I EXIST, EXIST, WELDED TO STEEL COLUM N;P— P "Eq'` MAST WELDED T STEEL PLATE OS b � WELDE TO]'x 3'x lld' BATH c 191 m STEEL COLUMN 7 "v a'x 8'x JIJ'STEEL PLATE \w WELDED 3'x 3x STEELCOLLMNDRILL& G T - A I I I—E X—ST O ( —HT GROUT FOR 5'8-DIAAT'LG. OFFICE ABOVE THREADEDRODWINUTSI WASHERSOR SIB' TITEN HO BOLTS(OTY,4) 4dSKA HSSO JI TUB D CONCRETE WALL 11 O TOP VIEW END VIEW A A STEEL BEAM/POST DETAIL ® Aga ON GABLED ABOVE SCALE:1/2"=1'-0" 'b, P2 T°G 6 3r a 204)' P gd q- NAILING SCHEDULE 57'-9• 110 MPH EXPOSURE B WIND ZONE JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING °Off. I Ell 6° FIRST FLOOR PLAN WINDOW SCHEDULE Ea lE ERNUEb) 6 .A TIP—11 AT o„BIRACE11-EIR �' DaoN TYPEMANUFACTURER'S UNIT ROUGH OPENING REMARKS —LEI) oPQa ao 2tiA A MARVIN ITDH3056 2'-6 1/2"x4'-8 1/4" INTEGRITY DOUBLEHUNG of„AII- Q SMOKE DETECTOR B ITDH3048 2'-6 1/2"x4'-O 1/4" INTEGRITY DOUBLEHUNG as°EauPLATE IE-LEE) D'`"e�oc QC CARBON MONOXIDE DETECTOR C CUSTOM 1'-11 5/8"x i'-11 5/8" INTEGRITY AWNING oR ER1111„n1-1 Roe rlxR-Em PERK'l I: ti'6 D " iElrolluE I PER CUSTOM 5'-0"x l'-7 5/8" INTEGRITY TRANSOM 'LL ORaA lroe wuEEoo >ER Fnor ®HEAT DETECTOR E IAWN2919 2'-5"x l'-7 5/8" INTEGRITY AWNING o>ul F IAWN4119 3'-5"x 1'-7 5/8" INTEGRITY AWNING oYERNA to G CUSTOM 6'-0"x 1'-7 5/8" INTEGRITY TRANSOM -R"as n� Ia, EDaE.n Rn° H CUSTOM 6' INTEGRITY TRANSOM J ITDH3052 2'-6 1/2"x4'-4 1/4" 1 INTEGRITY DOUBLEHUNG K ICA2955 2'-5"x 4'-7 5/8" INTEGRITY CASEMENT NEL:IRL„Novo, - 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER&R.O.'S anuEEs — eo°aE'<FieEo° WITH WINDOW MANUFACTURER PRIOR TO ORDER PLACEMENT ' Tr'Eoo_EIEED - 2.MARVIN INTEGRITY WOOD-ULTREX INTERIOR/EXTERIOR '005ML PAN �s mLT-1 SIMULATED DIVIDED LITES&SCREENS VERIFY ALL DETAILS W/OWNERS THE DESIGNER SHALL BE NOTIFIED IF ANY - Q COTUITBAYDESIGN, LLC NEW ADDITION/REMODELING FOR EONSTRUTION.T OMISSIONS ARE DINGCONTR SCALE . DRAWING NO.. THESE DRAVNNGS PRIOR TO START OF CONSTRUCTION.THE BUILDING CONTRACTOR 43 BREWSTER ROAD WILL BE RESPONSIBLE FOR THE CONTENT 1/4"— 11_OII MASHPEE,MA. 02649 IN THESE DRAWINGS IFCONSTRUCTION PH.(508)274-1166 BARROW RESIDENCE THESE 1M ° OF O Al 8 DESIGNER OF ANY ERRORS OR OMISSIONS. FAX C 9 THESE ORA ERNOTEDSOLELYFER THE USE DATE : FAX(5O )539'9402 OFTHEOAWINGS REQUIRES OTHER USE WRITTEN 346 STARBOARD LANE, OSTERVILLE, MA THESEDR TURAL REOUIGHT PROTETHE IO CONSENT OF THE DESIGNER UNDER THE 1/29/2018 ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. 17 ° TYPICAL ASPHALT ROOF SHINGLES 54-0 1l2•CDX PLYWOODSHEATHING , •S. 2 z 12 RAFTERS 1S#FELT PAPER , SIMPSON H 2.5 HURRICANE CLIPS -WIDE ICEIWATER SHIELD . ALUMINUM DRIP EDGE 1 X 8 FASCIA BOARD 1 x 3 STRAPPING WI - 1l2'GYPSUM BOARD �1x4SOFFIT BOARD ' 1 x CONT.VINYL SOFFIT VENT t x 3 SOFFIT SOARG - TYP.2 x 6 WALLS I 1 316"CROWN I x S OR 1 x S FRIEZE BOARD - - J ac DETAIL AT WALL 2'6'x E6' BATH _ ❑ PKT.DOOR LASTER BEDROOM BEDROOM sH 2'6y6'fi9 BEDROOM b so -------- - fi•-0• HALL - ` 8 z•`A TO b a e ' S DN C O 1 � CLOS. O 9 AT CLOS. CL�JS. 000RFOLD 2'6'x G8" C - 6P Q�R x T 3'0'WIDT FINISHED' - 'V B H O TA1 1M MINIMUM STAIRS VERIFY WALL LOCATIONS Gam' IN THE FIELD DUE TO THE l�eb pPJxA 1 - SLOPE D CEILINGS FOR THE CLOS. IV VENT PIPES SP W&PLUMBING ON 'O`y OO a 6 F Q�� SECOND FLOOR PLAN m s TYP.ROOF CONST. p0^ 3A VERIFYLOCATION FOR as _ n - -2x 10ROOFRAFTERS@16"1.1. , prim ACCESS PANELS IN p t - -528'CDX PLYWOOD ROOF SHEATHING P THE FIELD' _ -RED CEDAR ROOF SHINGLES -CEDAR BREATHER(BENJAMIN OBDYKE) n LIN. • - ° - -. -ISLE.FELT PAPER - - -BATT INSULATION NEW- @FLAT CEILINGS(R=,I% - BATH ' ° ° 3T-S' - 20'4) -SIMPSON H 2.5A HURRICANE CLIPS ATALLRAFTERENDS - P2 A - - -ICE WATER SHIELD AT BOTTOM x0 3'0-OF ROOF _PROP-AVENT BETNEENRAFTERS ' x•A -WIN DWASHBARRIERS ALUMINUM DRIP EDGE + ' • , ° 12 MULTI LVL RIDGEBEAM x � 2 TYP.WALL CONST. . • /./ 1;2 x 4 STUDS @ 1 s-1- 2-2x6HDR.// �10 2.1!2"PLYWOOD SHEATHING BEDROOM / / 3.(R B 21)SPRAY FOAM INSULATION LJ Il / ' 2'GYPSUM BOARD 5.W.C.SHINGLE SIDING ' IFMI6.TYVEK VAPOR BARRIER ry / W 12 LEI FFF1 ' - •—._.. --.--_ ..----..— .._.._._._.._ —.__— — -.-----J NEW S.S.CABLE 10� RAILINGS 8'-d' • EEVPTI(JN JEVJ 60FELE\ATON � ' FRO— I.T. x e's ' SECOND FLOOR....,. ..——.._._.. ooR § 60BFL BEDROOM x 8's @ 6"o.c. _ 'I �.£$ ._. n .r—. • i TOP OF PLATE 11)18"(JOISTS @ I6" ID z TYPE X FIRE RATED "fL SOLID BLOCKING UNDER�� GYPSUM BOARD ON 1 x 3 I \ — --yC�; i ///��� A�a STORAG E GARAGE DORMER WALL PER MFR 1 I J I STRAPPING I Y.`J REQUIREMENTS �L II � 0 Ii it Ifi H I ( GARAGE Ll 6WNE i i / Ili 'll 1 xl I ,..M., .. • WPT Q'L_ "" III I '•� I I NEW P.T.6 16 POSTS ON 12-DIA _ FIRST FLOOR Iaa*>�z<c ill II IM I i CONRETE SONOTUBES WI 28•CIA. 314°PT.PLYWOOD SUBFLOOR BIGFOOT FOOTINGS UNDERNEATH. SEALL ALL JOINTS i i IG m. I u1 i TO 4'0-BELOW GRADE.USE SIMPSON xe .1l it FOAX ABU66 POST BASE 8 AC60R ACES W �!J/ I w — ° vyPp CORNERSNGLED P.T.4..4 BRACING 3-P.T.2x 10's I I /111 II I Jh I 2— k?F FAMILY ROOM GABLE ELEVATION q SECTION @ GARAGE o SECTION @ GARAGE A) APA NARROW WALL BRACING METHOD NOTTO SCALE �B) II (11�_-OVER CONCRETE OR MASONRY BLOCK FOUNDATION ——— — ————————— - Az - il� ERRORS OR OMISSIONS ARE UNDO N ` COTUIT BAY DESIGN: LLC NEW ADDITION/REMODELING FOR: THEDEDRAWIGSSIGNER PRIORLL BE TO STAR IFANV 43 BR ROAD CONSTRUCTION. N.THE OR TO START SCALE DRAWING NO. CONSTRUCTION.THE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT 1/411 C IN THESE DRAWINGS IFCONSTRUCTION MAS H PE E,MA. OZ V 49 COMMENCES WITHOUT NOTIFYING THE PH-(508Q\)1274-„ 0 BARROW RESIDENCE /� 20 FAX 508 539-94OZ DESIGNER /� THESE DRAWINGS ARE SOLELY FORT USE PATE 346 STARBOARD LANE OSTE RVI LLE MA OF THE TOFTHEWNER OTEO ANY OTHER THE OF THESE DRAWINGS REQUIRES THE WRITTEN CONSE ECTU THE DESIGNER UNDER THE 1/29/2018 ACTo 190TOURAL COPYRIGHT PROTECTION 12 a.5p i2 10 —TOP OF PLATE ' TOP OF PLATE EXIST. NEW PVC PEDIMENT HEAD 4 TOP OF PLATE TO MATCH EXISTING AT KNEEWALL bECOND FLOOR SECOND FLOOR SUBFLOOR SUBFLOOR _ TOP OF PLATE TOP OF PLATE_ on FIRSTY FLOOR a FIRST FLOOR CD un nnE Inn Un SUBFLOOR • NEW CARRIAGE HOUSE STYLE NEW CLAPBOARO SIDING NEN/PVC SHUTTERS.VERIFY' ' O.H.DOORS.VERIFY ALL DETAILS TO MATCH EXISTING COLOR ALL DETAILS OWNERS FRONT E L E VAT I O N W/OWNERb ATLANTIC WOODWORKERS MANUFACTURERS. E NEW26-SOUARECUPOLA.VERIFY ALL DETAILS b MFR.W/OWNERS NEW PVC I F B RAKE BOARD W/1 x 3 DRIP BOARD 12 VERIFY IN THE FIELD NMETHER A TRANSOM TOP OF PLATE WINDOW WILL FIT ABOVE - THE NEW OOORWNDOW6 NEW W.C.SHINGLE SIDING 5-TO WEATHER 12 12 1a h Exlsr. i TOP OF PLATE AT KNEE-EIW—nLL • SECOND FLOOR yI — ' SUBfLOOR 1- -— TOP OF PLATE E PVC till[[till C R OAROS NEW P/C I x 4 TRIM C W/2'SILL F A NEW W.C.SHINGLE SIDING ON SIDES b I it FIRST FLOOR REAR 11 SUBFLOOR —_ —— NEW S.S.CABLE RAILING P.T.6 x 6 POSTS W/ AT EXISTING DECKS P.T.4 x 4 ANGLES REAR ELEVATION o LATTICE PANELS W/ ACCESS DOORS Nd D THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS OR OMISSIONS ARE ON C7 NEW ADDITION/REMODELING FOR. THESE SCALE : DRAWING NO.: COTUIT BAY DESIGN, LLC 43 BREWSTER ROAD CONSTRUCTION. FOR CONTRACTOR 1/4� 1 -On WILL BE RESPONSIBLE FOR THE CONTENT I 1 C C THESE CONSTRUCTIONHOUTNOTIFYING M .((508 ,M-1 OZU49 COMMENCESANYERRORSOROMISE �� PH.(508 274(-1166 BARROW RESIDENCE DESIGNER OF ANY ERRORS OR OMISSIONS. FAX(50d)53 -^4O2 THESE ORAVNNGS ARE SOLELY FOR THE USE THER USE OF DATE 346 STARBOARD LANE, OSTERVI LLE, MA AOCT F CT F THE ERNOTEY IGHANY PROTECTION THESE DRAVANGS REOUIRES THE WRITTEN CONSENTOF THE DESIGNER UNDER THE 1/29/2018 ARCHITECTURAL COPYRIGHT PROTECTION rrA� 1 NEW26'SQUARE CUPOLA,VERIFY + ALL DETAILS A MFR.WI OWNERS 12 - NEWREDCEDAR ROOF TOP OF PLATE - --------- EXIST. SHINGLES TO MATCH EXISTING 1 TOP OF PLATE_ F 42 Hill III -` NEW PVC 1 x S FASCIA. 12 ',\ FRIEZE.8SOFFIT BOARDSC SECOND FLOOR EXIST. SUBFLOOR = TOP OF PLATE 111111 111111 till 11 111 11 111111 1111 11 111111 1111H H1111 - TOP OF PLATE ° - 11 - AT_KNEE-1- EW S.S.CABLE SECOND FLOORT PILINGS $DBFLOOR ,� TOPOPPLATE NEW S.S.CABLE RAILING NEW PVC 1 xS AT EXISTING DECKS CORNERBOARDS 4 e ° P.T. 6 POSTS W.� _ P.T.4 4ANGLES NEW PVCIx4TRIM Wl 2•SILL FLOOR FIRST FIJ 4 FIRST FOR ` NEW W.C.SHINGLE SIDING • - S"TO WEATHER' y ' - FIRST FLOOR _ 11 11111 SUBFLOOR - RIGHT ELEVATION LEFT ELEVATION � NEW LATTICE , r FASTEN JOISTS TO BE W SIMPSON H2.5ATIES - P.T.fi POSTS FROM D - , A BEAM DOWN TO 10'DIA. W 24- IA. IGFSONOTU BES ':Lryff 1 - OOT POSTIMPO GUR CG POST BASE t 2}��� Pt 2} 1p AEON ' 31A}1 E FN IiC S 9" 0 B J e F es �� 2 6 ' // 6PpSJ0�VN��SG'pRpSP'O�p It gi CHyR ttppN p�6PSPS O p,PO�gE p P�GbEp f; �R - 6Sp NPQVQ 5 ' t POSGOR��P NEYJ OVER 2 B ROOF 2 x RAFTERS P ppSepP-", AT ifi' PZ PE G/ VV `gyp i9.. OO° ,50 / 1 , P2 / P / / FRONTGARAG 22A PER APA PORTAL WALL O BE BUILT // PER APA PORTAL DETAIL BUILT x 6Rab 5 Sp oRPy`p EJNp/c 21A NOTES: SOLID BLOCKING IN THE OUTSIDE °o�t� 1.)ALL ROOF RAFTERS TO BE 2 x 1 O's wo T JOISTS BAYS AT 49.4.°. @p oJ1PtNd UNLESS OTHERWISE NOTED sR� 2.) USE SIMPSON H2.5A HURRICANE CLIPS AT ALL RAFTERS ENDS FOUNDATION/FRAMING PLAN 3,VERIFY GUTTER TYPE LAYOUT ' W!OWNERS SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN THE DESIGNER SHALL BE NOTIFIED IFANYERRORS OR OMISSIONS ARE ' •� THESE DRAVNNGS PRIOR TO STARTDOFN SCALE . DRAWING NO.. Q COTUIT BAY DEsiGN, LLC NEW ADDITION/REMODELING FOR: THE 43 BREWSTER ROAD coNSTRRESP N RESPONSIBLE FOR THE CONTRACTOR TOB 1/4" LEE RESPONSIBLE FOR THE CONTENT 1 IN THESE DRAWINGS IF CONSTRUCTION MASHPEE,MA. 02649 BARROW COMMENCES WITHOUT NOTIFYING THE AA A PH.(508)274-1!�166 BARROYY RESIDENCE THESEEROFANYERRORLELYFOTHES. FAX(5O )539-J4O2 THESE DRANANGS ARE SOLELY FOR THE USE 346 STARBOARD LANE OSTERVfLLE MA pFTHEGWNERNpTEGANYpTHERCTI USE OF ATE tNESE DRAYVI NGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE 1/29/2018 I - - ACT OIFE9TURAL COPYRIGHT PROTECTION FIFE = 51.2'± PROV'D RISER WITH COVER TO FINISH GRADE OVER D-BOX= 57.3'± 4"SCHEDULE 40 PVC MIN. SLOPE 1 % FINISHED GRADE OVER BIODIFFUSERS= 57,3' - 57,6' GENERAL NOTE S WITHIN 6"OF F.G.AS SHOWN FINISH GRADE OVER F.G.@ FND. = 50.0'± TANK EL.= 52,0'± REMOVABLE WATER-TIGHT CONCRETE SLOPE @ 2% MIN. INSPECTION PORT WITH COVER TO WITHIN 6"OF FINISHED GRADE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION MIN. 9"MIN. OF F.G.ACCESS BOX PER WITHIN 20" EXISTING 4" (TYPICAL FOR 3) AC METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL ACCESS COVER 36"MAX. 5"DIA. OUTLET(S) 3" (ONE PER ROW) CODE AND ANY APPLICABLE LOCAL RULES.SEWER PIPE �_ 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE 2" PVC FORCE MAIN 36"MAX. I DESIGN ENGINEER. PROPOSED 4" 2" DROP MIN. TO DISTRIBUTION BOX 2" PVC TEE 9"MIN. 9"MIN. -` MIN.SLOPE @ 1% 6" 3" 3"DROP MAX. 3" 9" 36"MAX. TOP OF SAS/B.O. = 56,08' 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL 7EXHEDULE 40 PVC o -- -- -- (54.66') SYSTEM UNLESS OTHERWISE NOTED. INV. = 14" 47.60' _ 4" PVC OUT TO4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 48.00'± (47.75 ) LEACHING FACILITYELEVATION =54.66' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 1,08' 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF (48.38') PROVIDE WATERTIGHT (Ti 13" THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. " 6" JOINTS (Ti 0.59HNIE t7AN3i(TYP) r4'�'t 47.77' 48 GAS BAFFLE 55.87' 12" MIN. 55.70' (54.39') I 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. (48.00') (54.56') " 55.59' 55.00' (laid flat)(53.58') 2.875'(34.5")--I STONELESS SYSTEM 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 6 CRUSHED STONE 54.17' (NP•) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK OVER MECHANICALLY ( ) 5.0' 10.4'TO FND. 1500 GAL. COMPACTED BASE (NP•) 5'MIN. 14.375' FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS REQ'D NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 6"CRUSHED STONE 5 OUTLET DISTRIBUTION BOX 35.0' AND DESIGN ENGINEER. OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE 8. ELEVATIONS BASED ON APPROXIMATE MEAN SEA LEVEL DATUM OF 56.00, COMPACTED BASE BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV.= < 44.00' BIODIFFUSERS END VIEW ESTABLISHED ON A NAIL SET IN DRIVEWAY AS SHOWN ON PLAN. PIPES TO BE LAID LEVEL. ( ) PROPOSED 1500/1000 GALLON TWO COMPARTMENT SEPTIC TANK 35 - BIODIFFUSERS (PROFILE) 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION 'CONTRACTOR SHALL (BY ADVANCED DRAINAGE SYSTEMS, INC.) THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT VERIFY LOCATION t;<ELEV. LENGTH 12'-0" WIDTH 6'-6" DEPTH 5,-9�� DIMENSION AS PER CROSS SECTION VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES WIGGIN PRECAST CORP. 35 - ARC 36 (�#3613 B D BIODIFFUSERS TO THE DESIGN ENGINEER. EXITING HOUSE AND OF EXIST.SEWER PIPING SEPTIC TANK PROFILE POCASSET, MA DISTRIBUTION BOX DETAIL ` REPLUMB,IF NECESSARY NOT TO SCALE (800)564-6774 NOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING TEST PIT DATA TEST PIT DATA AS-BUILT SWING-TIES o�y2�"� TEST PIT DATA TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM PERC NO. 13116 PERC NO. 13116 �6° 0_° PERC NO. 13116 PERC NO. 13116 APPROPRIATE AUTHORITY. INSPECTOR: David W. Stanton, R.S. INSPECTOR: David W. Stanton, R.S. DESCRIPTION HC-1 HC-2 165 INSPECTOR: David W. Stanton, R.S. INSPECTOR: David W. Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS EVALUATOR: Michael Pimentel, E.I.T. EVALUATOR: Michael Pimentel, E.I.T. SEPTIC COVER IN (1) 50.5' 13.5' i EVALUATOR: Michael Pimentel, E.I.T. EVALUATOR: Michael Pimentel, E.I.T. LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. Oct. 1999 Oct. 1999 C.S.E. APPROVAL DATE: Oct. 1999 C.S.E.APPROVAL DATE: Oct. 1999 C.S.E. APPROVAL DATE: C.S.E. APPROVAL DATE: SEPTIC COVER OUT(2) 44.5' 21.0' 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. DATE: November 4, 2010 DATE: November 4, 2010 DATE: November 4, 2010 DATE: November 4, 2010 DISTRIBUTION BOX(3) 114.3' 109.0' 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE TEST PIT#: 1 TEST PIT#: 2 INSPECTION PORT(4) 147.6' 140.3' MAP 166 TEST PIT#: 3 TEST PIT#: 4 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. ELEV TOP= 55.00' ELEV TOP= 54.00' PARCEL 114 ELEV TOP= 58.00' ELEV TOP= 58.00' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, <45.00' ELEV WATER- <44.00' INSPECTION PORT(5) 146.0' 142.5' 66,646 S.F. t ELEV WATER= <48.00' ELEV WATER= <48.00' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). ELEV WATER= - PERC RATE_ <2 min./inch PERC RATE = 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN PERC RATE _ < 2 min./inch PERC RATE = SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. % o DEPTH OF PERC= 24"-42" DEPTH OF PERC= / / DEPTH OF PERC = 24"-42" DEPTH OF PERC = 16. PROPOSED PROJECT IS LOCATED WITHIN: TEXTURAL CLASS: 1 TEXTURAL CLASS: 1 j i / / a TEXTURAL CLASS: 1 TEXTURAL CLASS: 1 ASSESSOR'S MAP 166 PARCEL 114 #346 0 EXIST. GAR. EXISTING Y OWNER OF RECORD: JOHN F. UPTON TRUSTEE OF THE UPTON FAMILY TRUST 3-BEDROOM o ADDRESS: 346 STARBOARD LANE HC-1 DWELLING Z 0" 58.00' 0" 58.00' OSTERVILLE MA 02655 0" 55.00' 0" 54.00' / �2 / ..-� �<^' 00 4" Fill 54.67' 4„ Fill 53.67' '!� r ' �A� ' � FFE = 51.2'± , i Litter Litter �-- � / -- � � a 4" 57.67 4" 57.67 A Loamy Sand A Loamy Sand �,6 / �J q y q y Sand 10Yr 3/1 10Yr 3/1 - RS �¢ Loamy and Loam " 10Yr 3/1 „ 10Yr 3/1 , 8" 54.33' 8" 53.33' Benchmark i ""1 �� y 8 57.33 8 57.33 FEMA FLOOD ZONE C Loamy Sand Loamy Sand Nail Set in Drive / r Loamy Sand Loamy Sand B 10Yr 5/6 B 10Yr 5/6 _.---' --� / EXISTING 1,000 GALLON SEPTIC TANK TO BE ABANDONED B 10Yr 5/6 B 10Yr 5/6 COMMUNITY PANEL# 250001 0016 D ° ° Elev. =56.00' (i.e. PUMPED, BOTTOM OPENED/ RUPTURED AND FILLED 5-10% ravel ° (5-10/°gravel) (5-10/°gravel) Approx. M.S.L. 50' f w/CLEAN SAND) PER 310 CMR 15.354 24" ( gravel) 56.00' 24" (5-10/°gravel) 56.00' 17. DEED REFERENCE: BOOK 5287, PAGE 66 24" 53.00' 24" 52.00' s- l� / ELECTRIC' Perc MAP 166 i CONTROL BOX '� . \s� O SLEEVE SEWER PIPE 10' EACH SIDE OF WATER CROSSING Perc - 18. PLAN REFERENCE: PLAN BOOK 388, PAGE 50 `TP 2 42 51.50' PARCEL 115 '' "� / /` 1� -REPLUMB EXIST. SEWER PIPE, IF NECESSARY 42" 54.50' 19, ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. r 54t0, (SEE PROFILE NOTE ABOVE) Pi % �o�o 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY ' S50 S AS-BUILT 1500/ 1000 GALLON FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY C Medium Sand C Medium Sand 52 ��Ci w., '" `�� P� �.MULTI-COMPARTMENT SEPTIC TANK C Medium Sand C Medium Sand FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. 2.5Y 6/6 2.5Y 6/6 ,- o �`l, , - 2� O 2.5Y 6/6 2.5Y 6/6 �� ��• ° HC-2 � LEGEND AS-BUILT - -- 50x0 EXISTING SPOT GRADE N79 120" 45.00' 120" 44.00' ,.- --` �'J D-BOX /� � � 54--____ .20�52"E 120" 48.00' 120" 48.00' 50 _- ___ EXISTING CONTOUR ' p / v 6 p0, 3 ' 3) :� �/ ss El 150. 50 PROPOSED CONTOUR INSTALL 1-1/4"PVC TO HOUSE. JOINTS TO / - (5 E,/�/� L EXIST. LEACHING PIT& BE MADE WATERTIGHT.WIRE PUMP AND ALARM SHALL BE ON SEPARATE CIRCUIT FROM PUMP ❑/H/\,v EXISTING OVERHEAD UTILITIES �s �O F/ SPOILS TO BE REMOVED FLOATS TO SIMPLEX CONTROL PANEL No. ¢�r TP 3 58. 8 4 FENCE 1-CC2 NEMA-1 MFG. HOOVER INSTRUMENTS E/T/C - EXISTING UNDERGROUND UTILITIES 58.0'� .0' NEMA 4 JUNCTION BOX CORROSION RESISTANT& HOISTING CABLE 7 x 19 STAINLESS STEEL h`�' LIQUID-TIGHT CABLE CONNECTORS SUPPORTED 1/8"DIA./1,760 LB. STRENGTH W W- EXISTING WATER LINE (4 ! CONNECTORS SUPPORTED BY 1-1/4"PVC CONDUIT, G� TOTAL 35 ARC 36 (#3613BD)-BUILT A JOINTS TO BE MADE WATERTIGHT 2" BALL VALVE w/UNIONS SCH.80 PVC GAS - ---- EXISTING GAS LINE GEORGE FISHER CO. MODEL NO. 560 TEST PIT LOCATION BIODIFFUSERS IN A FIELD CONFIGURATION Cl) IV AS-BUILT INSPECTION PORT WITH 3° 2"SCH.40 TO D-BOX " - O O O EXISTING 1,000 GALLON SEPTIC TANK l/* I // ACCESS BOX TO GRADE (TYP OF 5) ALARM ON SCH. 40 TEE w/CLEAN OUT CAP G O O O PROP. 1500/1000 GAL. MULTI-COMPARTMENT SEPTIC TANK �" �/ `n 1/4"WEEP HOLE IN DISCHARGE PIPE + ' 9 _„PUMP ON = MAP 166 PUMP 2"BALL CHECK VALVE SCH. 80 PVC 100 AS-BUILT 2"SOLID SCHEDULE 40 PVC FORCEMAIN P.S.I. FLOWMATIC MODEL No. 208S /+ �� PARCEL 113 � / � i . 4 AS-BUILT 4"SOLID SCHEDULE 40 PVC PIPE j . • (2)WIDE ANGLE CONTROL FLOATS J/ `� (BARNES 073618) 2"SCH.40 PVC DISCHARGE PIPE 0 AS-BUILT DISTRIBUTION BOX !-i 1: PUMP ON/OFF 120 ACTIVATION Q AS-BUILT ARC 36 (#3613BD)BIODIFFUSER 2: ALARM ACTIVATION BARNES SE411 PUMP, 0.4 H.P., 115 V, 2" GUY WIRE 0 DISCHARGE PASSING 1-1/2"SOLIDS OR (96.87') ACTUAL ELEVATION "AS-BUILT" APPROVED EQUAL CFOFpq� \ �� U.P.#17-n ��� U „ 1000 GALLON PUMP CHAMBER DETAIL FiyFN\ ol� 0o 3 �,� Bay DESIGN DATA DOSING & STORAGE REQUIREMENTS REV' DATE BY APP'D. DESCRIPTION NUMBER OF BEDROOMS (ASSESSED) 3 DESIGN FLOW: 550 GPD 'SAS-BUILT" SEPTIC SYSTEM (4�� NUMBER OF BEDROOMS(DESIGN) 5 /'1�/ 0 4 \� Ng , I ' r DESIGN FLOW 110 GAUDAY/BEDR©OM I DOSING REQUIRED: 4 CYCLES/DAY PREPARED FOR: �9S �'`� s3S2q <, `� m TOTAL DESIGN FLOW 550 GAL/DAY' 550 GPD/4= 137.5 GAUCYCLE "AS-BUILT" � �� CAPEWIDE ENTERPRISES 3 L �! rr TORN '9^/� Sp� %'' (� 1 LOCUS C) • DISTANCE REQUIRED BETWEEN PUMP AS BUILT �9 y uC0 �t rt SEPTIC TANK PLAN OVT) ~ ! � ' • + • t • `�. = ON AND PUMP OFF FLOATS: LOCATED AT DESIGN FLOW x 200% 1,100 GAUDAY USE PROPOSED 1,500 GALLON SEPTIC TANK 1137.5 GAUCYCLE - 250 GAUFT = 0.55 FT/CYCLE 346 STARBOARD LANE v ► e� I (USE 0.58'or 7"TO PROVIDE FOR BACKFLOW) , - OSTERVILLE, MA 02655 + + + INSTALL 35 - ARC 36 #3613BD STORAGE REQUIRED ABOVE WORKING LEVEL: 550 GAL. _ t ( ) B�IODIFFUSERS I STORAGE PROVIDED ABOVE WORKING LEVEL: 604 GAL. SCALE: 1 INCH = 20 FT. DATE: FEBRUARY 17,2011 ' •`` Its * + I / �_ / 0 10 20 40 80 FEET NOTES: . SYSTEM CAPACITY ►.� 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF - (TOTAL L.F. OF BIODIFFUSERS)(4.8 SF/LF)(0.74 GPD/SQ.FT.)=GPD NOTE. i� "ssm EACH SEPTIC SYSTEM COMPONENT. �► w+'. i y.f` (175')(4.8 SF/LF)(0.74 GAL/SQ. .FT)= 621.6 GAL./DAY I PREPARED BY: EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE I FROM THE DEPARTMENT OF ENVIRONMENTAL coupc LL JR. JC ENGINEERING, INC. PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT TOTALS: PROTECTION APPROVAL LETTER"MODIFIED IL. CERTIFICATION FOR GENERAL USE" ISSUED TO N .418 2854 CRANBERRY HIGHWAY DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF LOCUS PLAN TOTAL NUMBER OF BIODIFFUSERS: 35 �0j' EAST WAREHAM, MA 02538 HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. SITE PLAN TOTAL NUMBER OF COUPLINGS: 0 ADVANCED DRAINAGE SYSTEMS, INC. ON OCTOBER 3, s �/' SCALE: 1"= 1000' 2003 (LAST MODIFIED JANUARY 11, 2011). 508.273.0377 TOTAL LEACHING AREA: 840.0 TRANSMITTAL NUMBER=W000052. 3). ENTIRE PROPERTY IS LOCATED WITHIN THE ESTUARINE ZONE WATERSHED. SCALE: 1" =20' TOTAL LEACHING CAPACITY: 621.E Drawn By: MCP Designed By:MCP Checked By: JLC JOB No.1907 i 00, 1 1 �3 30' \ 1 _ too ,LOT /6 - � F i � 4 r ' /PEFER�9/V C E P-A,V 971 91 4.z5E,5,5 0, ,5 ,f4 P i�G/4 9 ��9 0 r 14) o � _ � v "` SFon�.uk 30 i ° A/E WALL(.A' A Rtiniri41T WlA4) 1 ,EACH 3y </FN/Jfc/!A� /�d[i�osE odCJ Air o A 13REA/eocfr of /°/: .s A10 Ff}cTof /JuF To /rTTvcF /3r-TwF�,d 1 / n z / Co✓TOdFS. i//F OitTAd[E /3ETa✓tFd Et.)d 3y /) Y7 7w" � V Z OT16 STAao0AR0 LAN, s� OSTLER V/L LE MA . hPEPARED By 8 00 E tIP10 YR CAME ,-iVG/NEER/N6 Ai 48•sd , w OA R p �� N STAR ,oE ,molt 34 pg VArE �clAU l 40 MR. C;FoJ7OA( 'Po. Ode i38 OAS 7ER V1z 1,t /yip. lea 1 JACU�3i , No. =4 DRAlall/ ,8y APPI/ �Y so-/��