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HomeMy WebLinkAbout0065 SHELL LANE - Health 65 Shell Lane Intuit - 'I a Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 65 Shell Lane Property Address John Harrington Owner Owner's Name t information is `X required for every Cotuit Ma 02635 10-29-15 : 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 A"a way. Please see completeness checklist at the end of the form. Important:When A. General Information /filling out forms 11260 on the computer, ` use only the tab 1. Inspector: key to move your cursor-do not Matthew F. Gilfoy use the return Name of Inspector key. B&B Excavation ITV Company.Name 14 Teaberry Lane Company Address Sandwich Ma. 02644 City/Town State Zip Code (508)477-0653 S113640 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority t 10-29-15 Inspector'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 is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 Commonwealth of Massachusetts - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 65 Shell Lane Property Address John Harrington Owner Owner's Name information is required for every Cotuit Ma 02635 10-29-15 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no" or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old* or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form _ o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ^M 65 Shell Lane Property Address John Harrington Owner Owner's Name information is required for every Cotuit Ma 02635 10-29-15 page. City/Town State Zip Code Date of Inspection B. Certification (coat.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments I 65 Shell Lane Property Address John Harrington Owner Owner's Name information is 1529 02635 10 M i otut a - - required for every C � page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well".. ` Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No"to each of the following for all inspections: ' Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than 1/2 day flow l5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form s Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 65 Shell Lane Property Address John Harrington Owner Owner's Name information is required for every Cotuit Ma 02635 10-29-15 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area— IWPA) or a mapped Zone II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 5 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 65 Shell Lane Property Address John Harrington Owner Owner's Name information is required for every Cotuit Ma 02635 10-29-15 page. Citylrown 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 ❑ Z , Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the.site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ❑ ® Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ❑ ® Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): 4. Number of bedrooms(actual): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440 t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 65 Shell Lane Property Address John Harrington Owner Owner's Name information is required for every Cotuit Ma 02635 10-29-15 page. Citylrown State Zip Code Date of Inspection D. System Information Description: Number of current residents: 2 Does residence have a garbage grinder? ❑ Yes Z. 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 see below 9 ( Y 9 (gP ))� Detail: 2013- 156GPD 2014 147GPD 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-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts H W Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 65 Shell Lane Property Address John Harrington Owner Owner's Name information is required for every Cotuit Ma 02635 10-29-15 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: Last pump unknown Was system pumped as part of the inspection?. ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy Shared system(yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts 4 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 65 Shell Lane Property Address John Harrington Owner Owner's Name information is required for every Cotuit Ma 02635 10-29-15 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: 2008 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan):. Depth below grade: 22"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): 15" Depth below grade: 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 gallon 4" Sludge depth: t5ins•3/13 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 65 Shell Lane Property Address John Harrington Owner Owner's Name information is required for every Cotuit Ma 02635 10-29-15 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 32" Scum thickness 1 Distance from top of scum to top of outlet tee or baffle 6" Distance from bottom of scum to bottom of outlet tee or baffle 16" How were dimensions determined? measured Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): At time of inspection septic tank appeared to be in working order with liquid level equal with outlet invert. Tank is not in need of pumping at this time. Grease Trap(locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 I Commonwealth of Massachusetts i Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 65 Shell Lane Property Address John Harrington Owner Owner's Name information is required for every Cotuit Ma 02635 10-29-15 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•3M Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 65 Shell Lane Property Address John Harrington Owner Owner's Name information is required for every Cotuit Ma 02635 10-29-15 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box (if present must be opened) (locate on site plan): 0il Depth of liquid level above outlet invert Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): At time of inspection D-box is in working order with no sign of back up or carry over. 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.): * If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts 4 W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,M 65 Shell Lane Property Address John Harrington Owner Owner's Name information is required for every Cotuit Ma 02635 10-29-15 page. City/Town State Zip Code Date of Inspection D. System Information (cont) Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ® leaching fields number, dimensions: Infiltrators(8.4'x42,) ❑ 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.): At time of inspection leaching appears to be in working order with no sign of hydraulic failure. Feild was dry at time of inspection. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments y 65 Shell Lane Property Address John Harrington Owner Owner's Name information is required for every Cotuit Ma 02635 10-29-15 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form : Not for Voluntary Assessments 65 Shell Lane Property Address John Harrington Owner Owner's Name information Cotuit Ma 02635 10-29-15 required for every 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 elea10Jt 131 N8� X Cl�•owo�lr so Gott C M tN r.+rabtS o6ser F a?Or' t5ins•3/13 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 65 Shell Lane Property Address John Harrington Owner Owner's Name information is required for every Cotuit Ma 02635 10-29-15 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: Gw 132" feeee t Please indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record 4-27-07 If checked, date of design plan reviewed: 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 on file with BOH Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 65 Shell Lane Property Address John Harrington Owner Owner's Name information is required for every Cotuit Ma 02635 10-29-15 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed . ® System Information— Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file l5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 � rr� a Fee THE COMMONWEALTH OF MASSACHUSETTS°` Entered in computer: r PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes pplication for Oi5po5ar *pgtem Con0tructton Vermtt Application for a Permit to Construct O Repair O0 Upgrade O Abandon O ❑Complete System ❑Individual Components Location Address or Lot No. 61�slie1l Lw a Owner's Name,Address;and Tel.No. Ce>�r0�} JoaN Nmrr�r►��a^� , Assessor's Map/Parcel s Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Z)ouylas /4 ►� rou)Q sc,8-NOO-7/5-41 Pei-es M(, E jFec P,o,'30X iqS f er%)Ae Ack o . 1L So -K7 --5313 Type of Building: Dwelling No.of Bedrooms Lot Size fij G/ i5 &q. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 1/af0 gpd Design flow provided 4VYD,/ gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank 1Sop Type of S.A.S. 3 (OuX f /O aojck N Jillrr�nrs Description of Soil 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 Certificate of Compliance has been issued b this Health. gned Date " 7 0 Application Approved av evr- Application Disapproved by: Date for the following reasons Permit No. �' Date Issued 117LOf) A � ram' No. Fee j Entered in computer: r -��TF,�E COMMONWEALTH OF MASSACHUSETTS/ Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for Migpogal *pgtem Cott.otruction Permit x ""application for a Permit to Construct( ),, Repair( Upgrade O Abandon O El Complete System ❑Individual Components Location Address or Lot No. G S S he l) Loo a Owner's Name,Address,and Tel.No. .4 Co�•o�� ' 7oV.a Na�r�as}dra 'Assessor's Map/Pamel S Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Dovyloa A Brow,-) Sob- NOv-7/5.9 AAe, Eatre P,0.112m lqS ��J�PfJ�l1e (1�u oa 5og -N7 111 I� Type of,Building: s Dwelling No.of Bedrooms Lot Size ff ='5 �q.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures I _ . Design Flow(min.required) yHn gpd Design flow provided Il y-6 / gpd ,Plan Date / Number of sheets Revision Date !• ' Title. i Size of Septic Tank I SCO Type of S.A.S. 3 (OuYb /O aou k N i14164om fDescription of Soil ' Nature of Repairs or Alterations(Answer when applicable) r I I � Date last inspected: Agreement: r The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system_4in , 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. S'gned ;,Date /' 7_ Application Approved b Date e, Application Disapproved by: Date ( for the following reasons f .!5 i Permit No. Date Issued 7.Loa i --————————————-- THE COMMONWEALTH OF MASSACHUSETTS , BARNSTABLE, MASSACHUSETTS f (Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (X Upgraded ( ) Abandoned( )by at s s�r� �.✓e� ��i�if has been constructed in accordance I with the provisions of Title 5,and the for Disposal System Construction Permit No. ���'r�„`�''^d/� dated Installer Designer /t f �� Z.vf1`e t #bedrooms / Approved desi nn ow gpd The issuance of this permit shalIla of be c nstru d as a guarantee that the systei wi Wetiondesjgned. ' Date .s ,� � /4? l��Inspector f - , No. awe_06 ,A Fee /(/�,0"., THE COMMONWEALTH OPMASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS I ,1igpool �6pgtem Con5truction Permit f Permission is hereby granted to Construct ( ) Repair (I/<Upgrade ( ) Abandon ( ) System located"at G I III( and as described in the above Application for Disposal System.Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or speciaZdate ition . Provided: Construction must be completed within three years of th of this e it. Date 1710AAppro µ Town of Barnstable x Regulatory Services Thomas F. Geiler,Director Public.,Heahk Division Thomasi Thomas McKean .:Director 20.O.Main"Street,Hyannis,MA 02601 Office: 508 8:624b44. Fax: 508 790-6304, Installer.&,.D.esiener Certffiication Form Date: Sewage Permit# Assessor s Ma 1Porcel ' P ee Des er• nG n�e n t � Installer: � � . . : 1:2 W, (',,w-s-s�e.t.a 4� Address Address: 1"c1('e-5h'�cti� 1- l� QZfo� On 7-t i72,2v411h 16 Mwas issued a permit to install a (date) (installer) sepricsystem at based on a design drawn:by (address) RG f er-T�- Ye Agee dated, q Z7 (designer) ` I Opp _y that the.septic system referenced.above was installed substantially according:to . the design,;which-may include minor;;approved.changes such as lateral relocation of:the dnstnb"fi ';box and/or s tic tank. I certify,that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Loeai Regulations..:Plan revision or certified as-builtby designer to follow. �P�(H OF Mgss . PETER T. GN teller's Slgna e} -. o McENTEE ', — — CIVIL Cn .0 9 No.35109 a�0 Q G/S 7 WA It NG� (Designer's Signature) (Affix Design ere) PLE 0. :BARNSTABLE ,P:UBLIC ._;HEALTH DIVISION. CERTIFICATE OF COMPLIANCE"WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/SepticlDesiper Certification Form 3-26-04.doc Town of Barnstable Department of Regulatory Services &" �,,� : Public Health Division Date A 165 y. 200 Main Street,Hyannis MA 02601 , Fo n�u't" Date Scheduled i t /c C Time Fee Pd. k-o Soil Suitability Assessment for Sewage Disposal r Performed BY: �✓� ML `r eR �L Witnessed By: i LOCATION& GENERAL INFORMATION Location Address dos � ,� 1,h Owner's Name k �AC d`./Xq i-T N Address r 5�J�'�sZ— Assessor's Map/Parcel: Cj f q /OTC-5 f Engineer's Name NEW CONSTRUCTION REPAIR Telephone# I f-?-7-5-3 13 . �}� ^ ,evv0.� t) ; P 2�ec�. 'Y-1 e�.� r-�-� m°� ,Co^ Land Use f ` ck(v- � ' Slopes m Surface Stones Distances from: Open Water Bocdy�?I S V ft Possible Wet Area_7�ft Drinking Water Well LSD ft Drainage Way ` 1.SLf ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) r_81 a I r 3 _. c Z� Parent material(geologic) `mot��G� �" J Depth to Bedrock ` U Depth to Groundwater: Standing Water in Hole: �►"�4 .i N/ Weeping from Pit Face Estimated Seasonal High Groundwater 1�� 1 DETERMINATION FOR SEASONAL HIGH WATER TABLE _ -Method Used: Depth Observed standing in obs.hole' T in, Depth to Soil mottles: In. Depth to weeping from side of obs,hole: in, Groundwater Adjustment _ Index Well# Reading Date: Index Well level Adj,factor- Adj.f7roundwater Level PERCOLATION TEST Observation Time at 4" Hole# I Depth of Perc 0 Time at 6" Start Pre-soak Time @ 0 `i 5— _ Time(V-6") -- -- 5 M r n V�-[S fip o rct End Pre-soak =I S�Ila�s Rate Min./Inch --La Site Suitability Assessment: Site Passed 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:\SEPTICkPERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole# t Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. on istenc % ravel — Z C �`P 13 r�►s Z,s � DEEP OBSERVATION HOLE LOG Hole# -- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consi tenc % rave G (� A c,S to�d'LH�Z _3Z S S l.0 d2 2-13Z c S -Z"-y 6l� DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell Mottling (Structure,Stones,Boulders. c 3o O Consi tqo vel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in. (USDA) (Munsell) Mottling (Structure,Stones;Boulders. ons' tn Flood Insurance Rate Man: Above 500 year flood boundary No_ YesIL i Within 500 year boundary No_A Yes Within 100 year flood boundary No T Yes --�-- Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout th e he area proposed for the soil absorption system?�? Y If not,what is the depth of naturally occurring pervious material?. Certification I certify that on (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. Signature 19% Date /W[0 vv- Q:\S.EPTIC%PERCFORM.DOC COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION N �• TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM `. PART A " CERTIFICATION 2-1 c.:; Property Address: 65 Shell Lane _ Cotuit n spa ,ter Owner's Name: Arthur Duxbury x� Owner's Address: Date of Inspection: 7/26/2005 — r— �, rn Name of Inspector: (please print) Patrick T. Sullivan Company Name: Ready Rooter Mailing Address: P.O. Box 371 Sandwich,MA 02563 Telephone Number: (508)888-6055 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The System: —, -�Passes Conditionally Passes Needs Further Evaluation by the Local Authority Fails Inspector's Signature: �i�1" Date: 6 ✓ 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. Notes and Comments ****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. Page 2 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION continued Property Address: 65 Shell Lane Cotuit Owner: Arthur Duxbury Date of Inspection: 7/26/2005 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D C. System Passes: �ave not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass" ection need to be replaced or repaired.The system,upon completion of the replacement or repair,as appr ed by the Board of Health,will pass. Answer yes,no or not determined (Y,N,ND)in the for the folio ing statements. If"not determined"please explain. The septic tank is metal and over 20 years old*or the septi tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank f lure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as appro ed by the Board of Health. *A metal septic tank will pass inspection if it is structurally s und,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out o 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): bro� pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping ore than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of a Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: Page 3 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 65 Shell Lane Cotuit Owner: Arthur Duxbury Date of Inspection: 7/26/2005 C. Further Evaluation is Required by the Board of H the Conditions exist which require further evaluati n by the Board of Health in order to determine if the system is failing to protect public health,safety or the env' nment. 1. System will pass unless Board of HpIth determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a ma er which will protect public health,safety and the environment: _Cesspool or privy is with' 50 feet of a surface water Cesspool or privy is w in 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Suyplier,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(S S)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 AS is within 50 feet of a private water supply well. Y P P PP Y _The system has a septic tank and SAS an the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used determine distance "This system passes if the well water nalysis,performed at a DEP certified laboratory,for coliform bacteria and volatile organic compound indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen an itrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A cop of the analysis must be attached to this form. 3. Other: Page 4 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 65 Shell Lane Cotuit Owner: Arthur Duxbury Date of Inspection: 7/26/2005 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes No Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool Static liquid level in the distribution box above outlet invert due to and overloaded or clogged SAS or cesspool Liquid depth in cesspool is less than 6"below invert or available volume is less than '/z day flow 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 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. IThis system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.) (Yes/No)The system fails. I have determined that one or more of the above 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 fa ity with a design flow of 10,000 gpd to 15,000 gpd• You must indicate either"yes"or"no"to each of the folio mg: (The following criteria apply to large systems in addition o the criteria above) yes no the system is within 400 feet of a surface inking water supply _the system is within 200 feet of a tribu ry to a surface drinking water supply the system is located in a nitrogen s sitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply w 11 If you have answered"yes"to any questi n in Section E the system is considered a significant threat,or answered "yes" in Section D above the large syst m has failed.The owner or operator of any large system considered a significant threat under Section E or iled under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should c ntact the appropriate regional office of the Department. Page 5ofII OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 65 Shell Lane Cotuit Owner: Arthur Duxbury Date of Inspection: 7/26/2005 Check if the following have been done. You must indicate"yes"or"no"as to each of the following: Yes No Pumping information was provided by the owner,occupant,or Board of Health Were any of the system components pumped out in the previous two weeks? _ Has the system received normal flows in the previous two week period? Have large volumes of water been introduced to the system recently or as part of this inspection? Were as built plans of the system obtained and examined?(If they were not available note as N/A) Was the facility or dwelling inspected for signs of sewage back up? Was the site inspected for signs of break out? Were all system components,excluding the SAS, located on site? _ Were the septie-tnk 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? _Z— Was the facility owner(and occupants if different than 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: Yes No 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(3)(b)] Page 6 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 65 Shell Lane Cotuit Owner: Arthur Duxbury Date of Inspection: 7/26/2005 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 3 Number of bedrooms(actual): ',I DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms):_3Q�) Cam,�? Number of current residents: 1 Does residence have a garbage grinder(yes or no):�� Is laundry on a separate sewage system(yes or no):�[if yes separate inspection required] Laundry system inspected(yes or no):- Seasonal use: (yes or no): az�3 Water meter readings, if available(last 2 years usage(gpd)): a(BO A Sump Pump(yes or no):t�C� Last date of occupancy: r r��J COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sq. ft.et . Grease trap present(yes or no): Industrial waste holding tank present(y or no): Non-sanitary waste discharged to the itle 5 system(yes or no): Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records !jJ Source of information: Was system pumped as part of the ins ection(yes or no): K<e S If yes,volume pumped49Loc-=z, gallons--How was quantity pumped determined? Reason for pumping: ('�.a:. -�,....�.�.c�e� w�� T.�w�:- , zs�.�` ""s 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) Tight tank _Attach a copy of the DEP approval ther(describe): Approximate age o all components,date installed(if nown)and source of information: Cc�v�ir�.r"Gse�-�- GE'u.5.pc3©l ��r� 1Y �u9 ��✓- olcQ,• Were sewage odors detected when arriving at the site(yes or no):,Q<Z) Page 7 of i 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 65 Shell Lane Cotuit Owner: Arthur Duxbury Date of Inspection: 7/26/2005 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction:_cast iron ✓40 PVC_other(explain): Distance from private water supply well or suction line: ,ry Comments(on condition of joints,venting,evidence of leakage,etc.): <'---.-f�>� SFg14C-3-A-NK: (locate on site plan) Depth below grade: QCD Material of construction:_concrete metal_fiberglass_.polyethylene \Zother(explain) G�w,c- If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of certificate) Dimensions: Sludge depth: a '' Distance from the top of sludge to bottom of outlet tee or baffle: 3q 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: How were dimensions determined i JS, Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): r { l ����� Ou�Gt�� ��C� u..r-`� `.vim, ��•4C�_ - l�o'�1..�n � V. G i+ k�- �Lx 04 nL����`r- GREASE TRAP:_(locate on site plan) Depth below grade:_ Material of construction:_concrete_metal fiberglass_polyethylene_other ex lain ( :P ) Dimensions: Scum thickness: Distance from top of scum to top of outlet a or baffle: Distance from bottom of scum to bottom f outlet tee or baffle: Date of last pumping: Comments(on pumping recommend ions, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidenc of leakage,etc.): Page 8 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM . PART C SYSTEM INFORMATION (continued) Property Address: 65 Shell Lane Cotult Owner: Arthur Duxbury Date of Inspection: 7/26/2005 TIGHT or HOLDING TANK: (tank must be pu ed at time of inspection)(locate on site plan) Depth below grade: Material of construction:_concrete_metal �berglass_polyethylene_other(explain): Dimensions: Capacity: gallons Design Flow: gallon day Alarm present(yes or no): Alarm level: Alarm in wo ing order(yes or no): Date of last pumping: Comments(condition of alarm d float switches,etc.): DISTRIBUTION BOX: (if present must be ened)(locate on site plan) Depth of liquid level above outlet invert: Comments(not if box is level and distributi to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): PUMP CHAMBER: (locate on site pla/cr Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pump chamber,cppurtenances,etc.): Page 9 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 65 Shell Lane Cotuit Owner: Arthur Duxbury Date of Inspection: 7/26/2005 SOIL ABSORPTION SYSTEM(SAS): (locate on site plan,excavation not required) If SAS not located explain why: i Type leaching pits,number: leaching chambers,number: 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.): ^1 ' 4�.ac1•_.� t J ? C 4' k -r, .s.,.cQ, �►�rcy2 ',J t S�a v..�. ��.�.-�� �,\ .. C__.� - �,-Q l�,ve.. � ` \..��c,� CESSPOOLS: (cesspool must be puiriped as part 9f inspection)(tocat 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 or no): 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/hydraulic failure, level of ponding,condition of vegetation,etc.): Page 10 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 65 Shell Lane Cotuit Owner: Arthur Duxbury Date of Inspection: 7/26/2005 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks.Locate all wells within 100 feet.Locate where public water supply enters the building. Y� G�} . o Page 11 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 65 Shell Lane Cotuit Owner: Arthur Duxbury Date of Inspection: 7/26/2005 SITE EXAM Slope Surface water Check cellar✓ Shallow wells Estimated depth to ground water>a feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record—1f checked,date of design plan reviewed: __\ZObserved site(abutting property/observation hole within 150 feet of SAS) /'Checked with the local Board of Health-explain: s`.`sxn— s�=�jc=j- Checked with local excavators, installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Iff - � s�L� •�- "�'`e•/^ �.,1��c��aJv�� ems' TOWN OF BAMSTABLE LOCATION 6,. - :5he&,lrene-e SEWAGE # 2W93-ra IQ VMLAGE' ASSESSOR'S MAP & LOT® r� Y`11 STALLER'S NAME&PHONE NO. �ea�r/ems Z i 'k20-°/ZV SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 12 iti q 14 j / m 111n -30 (size) �.H Y 2-" NO..OF BEDROOMS BUILDER OR OWNER T+ PERMITDATE: /' 7 '06 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility �� i/ t 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 0AeV1oyy ,hv �.�yoo✓E'c�/Yn/S �' _SS•8 H y3,7" yQ' 0� of qZ 3o cook. Y �,� ► +�Nxs / obsefVC iJ0a -?®rlr 5 No.. .6.-_-.-.... � FEE..�...................... THE COMMONWEALTH OF MASSACHUSETTS G�av BOAR® OF HEALTH . ......... .....................OF...................................... Applirationaf ur Bispniia1 Works Tnnstrnrtiun Vamit Application is hereby made for a Permit to Construct ( ) or Repair (,/jan Individual Sewage Disposal System at: 1 e ......0 _.... ... .... .............. ......&. ................. ¢ .. N f,� Location-Address t�,,/(r Lot No. Owner ............................... _ 7 1.LAd..4n --�...................................................a .. Installer �ddres Types U DwelhngingNo. of Bedrooms--- ...........................Expansion Attic ( ) Size Lot--Garbage Grinder (f ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Pa Other fixtures ---------------•--------------------- .... W Design Flow............................................gallons per person per day. Total daily flow_.__.__......___....__........._._..__....__gallons. 04 Septic Tank—Liquid capacity............gallons Length................ Width................. Diameter................ Depth................ 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. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water........................ (i Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ o O Description of Soil..... ,-AAtj-s... a_ x . U W x .....................-....................................................................................•---------------------------A---------------------------- . ............... U Nature of Repairs or Alterations—Answer when applicable.__: P.k.A------I-L/---------�_i1 _ _ � ..�.................. ------------------------------------------------------------------------------------•--........................------------------------............................................................... Agreement: The undersigned agrees to install the afor edescribed Individual Sewage Disposal System in accordance with the provisions of TTL y g g p y of the State Sanitary Code— The undersigned further agrees not to lace the system in \ operation until a Certificate of Compliance has b n issued by the board of health. Signed_. .._�.'... •5ar ------------•--------- Date Application Approved By............................ f—.> ...`' ........................................ Date Application Disapproved for the following reasons:.............................................................................................................. ............•---•---•---.....••-•••--------•-•-••--•-•-•----•--•---•••-•----------------------•-----•••------•---------•-------------------•------•------•--••-•-•----••-••-•-•-•----------•------------ Date PermitNo......................................................... Issued....................................................... Date No._�6- -� ..v� f � Fu$... ...:.................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ----------------- ..."...""."..------------OF.......................................................................................... Appliratiun for Disposal arks Toustrurtion rrutit Application is hereby made for a Permit to Construct ( ) or Repair (o�,< an Individual Sewage Disposal System at: ...... .......... ....!.. �.....................ru................................ .......................... .s" cca .s!?�,......--------------...... kLLoctin-Address _ . ..Zuv.13.&f.............................. p-r'-L-•o t No. . WOwner Address ..........�t.F __. .M---------------------------- -----' �..�_r.. d-- ....-------- .............. Installer Address U Type of Building Size Lot....._ya... .�Sq. feet Dwelling—No. of Bedrooms---..... ..............................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) 44 Other fixtures .......................................... W Design Flow.•..........................................gallons per person per day. Total daily flow............................................gallons. WSeptic 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-_______-__-_-__•-___._. 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 ...................................... .....----'-_...---c-"-'•••-........._......._.._._..---•--------•--•--......---•-•-'•'--......•.........•........... xDescription of Soil.....a'�-&U =....'-•'-'-'-'....�?-_���?._�(At-�.........UA- U Nature of Repairs or Alterations—Answer when applicable_____.._ _t, .____ . •1......._Q_S�p _ 0-W..................... -"--•---'_..........'•'--"---•"--•'•'•'•"-'--•••'-•-'•"'•"'•'•-"••-•••'--'-------'...-----"--'--'-'-'-'------•---'------'-•-••-•---•'--'-•--•_.....•---•-'•'-•-'•'•'•'••--•-'-•-'-'----.._.."-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with. the provisions of'TILE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be n issued by the board of health. Sig ed"'"-' .. Date (� �: Application Approved By-•-•--•'------•••"......-- ..........�a ✓ /!�`� D Date Application Disapproved for the following reasons________________________________________________________________________________________________________________ .............................•'•'-•-"'-•"-•-'-•--•••---'-"'-'-'-""•'-•-----"--'---•--•-'•'•-....._......-••'-•----•-••••-•••--•'---------------'-•-------•'----•---------------------•'--'...'----- Date PermitNo.......................................................- Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF..................................................................................... CurrtifirFat� of font lt�anrr THIS IS TO CERTIFY, That the Ind, idual Sewage Disposal System constructed ( ) or Repaired ( ) 5ol._... In tal n o has been installed in accordance with the provisions of TITLE 5 of The State SanitaryI! : ode as described in the application for Disposal Works Construction Permit No......................................... dated_. p��.�........................ TIME ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUE® AS AARANTEE THAT YHE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... 6 ICI - 15 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Qi IaOO ...........................................OF................................................................................... .. j No......................... FEE........................ Disposal orks Tons#rnrtion. rrutit Permission is hereby granted f.. P r..............•-- --- '� to Construct ( ) or Repair ) an Individual wag Disposal System Street lac) I as shown on the application for Disposal Works Construction Permit No�?6_ Dated ___-____�. iu .......G_...: .. d Board of Health DATE I / �.6.----•-"'-'-...---••-'-'•''......••"'-•-----•-•--•-- FORM 1255 HO BS & WARREN. INC., PUBLISHERS TOWN OF BARNSTABLE T"ON SEWAGE # ,LAGS e� \ ASSESSOR'S MAP & LOT G aaS' :STAB LER'S NAME&PHONE NO. SF� � CAPACITY ` �� , LEACH]NG FACILITY: (type) L L' Q:"c (size) vz L C' NO.OF BEDROOMS BUILDER OR OWNER_ r y �.N ��k ,A PERMITDATE: 146c, yc COMPLIANCE DATE: 3s% 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 1Z;-�w� �b��cr o�► �.—� '� � z ;off._ _ r. /j\ �is�..!� � �O/r�r\"� • ! � V E �r �.� 1'� �P �` � `� t �- °-� �°a � .��J J 1f a � 3©� ��a O � l �� � - 3-a` 7 `' � ' TOWN OF BARNSTABLE j. CATION SEWAGE # 76 `ILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) e g- -T (size) NO. OF BEDROOMS b *—PRIVATE, WELL OR PUBLIC WATE BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes NO , l t L ;t � C ' (ADDITION) (ADDITION)8'-3" NOTES: - �P.T.6 x 6 POSTS W/ 1 x 7/1x8CASING 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS p vim• —_————— &DIMENSIONS IN THE FIELD C] Q N N e 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, } NEW I DETAILS,&FINISHES IN THE FIELD WITH OWNER d ¢- b A SCREENED A' m z c A] I PORCH I A7 b 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT til cv FIRST FLOOR TO BE 6-8"ABOVE SUBFLOOR W -0 4.) ALL.CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS � Lo LINE OF WALL ABOVE z b o —————--—————————— It? STATE BUILDING CODE,SEVENTH EDITIONNr- m z Y. a - a'-3' 9'-3' "a 6.) 110 MPH EXPOSURE B WIND ZONE, 1.00 ASPECT RATIO FOR NEW ADDITION.ONLY -. C, "' Z I 7.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY b I--____ __________ ___ I EXPANDED __ 8.) THE NAILING SCHEDULE ON SHEET A9 TO BE FOLLOWED WITH NO EXCEPTIONS. I b DECK DEVIATION FROM THIS SCHEDULE WILL REQUIRE ADDITIONAL METAL HOLD DOWNS_ &STRAPS_ ANDERSEN 1 I 9.) SEE CERTIFIED PLOT PLAN DEVELOPED BY HOOD SURVEY GROUP FOR ALL STOR1MWA CH .; DETAILS ON THE EXISTING PROPERTY - - -� 10.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL C SIMPSON COMPONENTS 1 N B 11.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS a B TO BE 3000 PSI A] l A] 12.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE NEW ANDERSEN DURING FRAMING CONSTRUCTION q F LIVING WATCH 13.) THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" s - _----- ___-_- &WITHIN ONE MILE FROM NANTUCKET SOUND PER SATE OF a 2'-d 1a-c 4 0 MASSACHUSETTS WIND SPEED MAPS ` s 0 14.) GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE IMPACT GLAZING WINDOWS O OR PLYWOOD PANELS-VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS OUTDOOR t W/OWNERS PRIOR TO START OF CONSTRUCTION SHOWER 1 I. " .. ,� .. . ... 15.) IF STORMWATCH WINDOWS ARE NOT USED,THE BEDROOM WINDOWS CAN BE __ CHANGED TO TW 2446 SIZE 7� -- -=-3 -" E===j 16.) ALL SINGLE WINDOW&DOOR ROUGH OPENING HEADERS TO BE 2-2 x 8's. . o 41ST. / \ / •. - - 1�i 1 II c 4'o I I REMOD. r .0 A] BUILT-IN ASED OPENING KITCHEN !j --- DICSTk1C CABINETS tO --- ON. 11IBATH z ——— (VERIFY KITCHEN m ---__--_-- m _-- _ -- PO LAYOUTWIOWNER) REFT- ---- -- -- - N ---------- _________ __ __ (73 _ " w is GE ( i i -� • � �—i. �� O CLOS. L NEW BEAM 1 w m m ENTRY m o A A � I CtOS-. ro' T-4- REMOD. _ "�I I DINING b m © ENTRUP u 10 A7 --- -- - -- 1 \ SCALE 3'-3" s'-d' S'-Q' i'J' .4'-4 2'-10' B'-1.,. 4'-id' ` 1/4" 1�-0" 14%6•(RENOVATION) 20'-6"(EXISTING) '..J� DATE: 35'-O'x THE.DESIGNER SHALL BE NOTIFIED IF ANY 8111/2008 . (EXISTING) - y _ ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF _ CONSTRUCTION THE TOR WILL BE RESPONSIBLE FOR THE CONTENT DRAWING NO.:FIRST LO�K rLH ����ND IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE - REMAINING FIRST FLOOR =410 S.F. :. DESIGNER OF ANY ERRORS OR OMISSIONS. 0 SMOKE DETECTOR REMAINING SECOND FLOOR =410 S.F. O EXISTING WALLS THESE DRAWINGS ARE SOLELY FOR THE USE __ ON THE PROPERTY NOTED.ANY OTHER USE OF NEW FIRST FLOOR =554 S.F- CONSTRUCTION TO BE REMOVED THESE DRAWINGS REQUIRES THE WRITTEN ©CARBON MONOXIDE DETECTOR NEW SECOND FLOOR =600 S.F. CONSENT OF THE DESIGNER.THESE DRAWNGS NEW SCREENED PORCH =198 S.F.. EIM NEW CONSTRUCTION ARE PROTECTED UNDER THE ARCHITECTURAL Al ! COPYRIGHT PROTECTION ACT OF 1990. i I F , *e A Z ,6•-e - - . NEW aw000 A ROOF A A7 ` DECK A7 -USE APA NARROW WALL , FRAMING TECHNIQUE AT . 6'-S .5'-B" 6'-S - C) cn Q NARROW WAIL SEGMENTS � � '- �O ANDERSEN THAT ARE LESS THAN 29' B FWH 276BAL (SEE SUPPLIED DETAILS). STORMWATCH � A J 1_ MM N A 2-0" 12 6 7-a q r _ - ',•lam. ' NEW m. MASTER BEDROOM A7 A7 m 0 . a-74' C _ - - LIN- - � iv (SHED DORMER) - ..,. n - .. E _ NEW D MASTER 6-x 6 a m g BATH A cl A7 6 C p �. ! NEW. O m � REMOD.a \\ lit 5 CLOS. . v ! W.I.C. 1 - , BATH _ U n CLOS. A� `o C lit -_� w a — ON. I 1 _-- cATT - I s A - C!� --- s•-r s-,• `LOS. ^` L J z6-x6'B• io rD / BEDROOM#3. Q b BEDROOM 1 _ - _ � � ►'� �, 1 =rBEDROOM#2 VA co D A7 SCALE: ` = '-0" is,-T i,6 DATE: 8/11/2008 DRAWING NO.: SECOND FLOOR PLAN Z TYP.1 x 8"FLYING RAKE' CONT.RIDGE VENT BOARDS W/1 x 3 DRIP 8 1 x 4 SUB-RAKE 0 cIna12 TYP.1 x 8 RAKE BOARDS 6� 12 TYPICAL ASPHALT E- ; W/1 x 3 DRIP BOARD ROOF SHINGLES U)W cV 11 1 x 8 FASCIA& - �0_0 FRIEZE BOARDS `J LLI CA t =Lo TOP OF PLATE [Q <-x Q c Ox.. TOP OF PLATE FM - 'aJ..KNEEWALL MH .. $ TOP OF PLATE m � � mini @ KNEEWALL n bo SECOND FLOOR - SECOND FLOOR SUBFLOOR SUBFLOOR _ TOP OF PLATE - :TYP.IxS1x6 r . CORNERBOARDS ❑ ❑ ® ® 5",C-TOINGLE WEATHERNG:... .. FMMID-AMERICAOREQUIV - - - n VINYL SHUTTERS W � a - - FIRST FLOOR SUBFLOOR - - FALSE CORNER BOARD TFTFF - - � 8 lf7' ITII HEAD RY TRIM ,. +- FRONT ELEVATION TYP RED FACED . .BRICK CHIh1NEX TOP"OF PLATE ' ` - - FT TOP OF PLATE - - KNEEWALL - ". - - - -FM Fm - O C^' TRADEMARK SELECT e - - RAILING SYSTEM - y" ^ SECOND FLOOR - v SUBFLOOR - 7 TOP OF PLATE - 3 UD c� m _ - SCALE FIRST FLOOR - - - - SUBFLOOR DATE: 8/11/2008 DRAWING NO.: " AZEK1x6T8G - aoAloSL RIGHT SIDE."ELEVATION Z TYP.RED FACED BRICKCHIMNEY TYP.1 x 8'FLYING RAKE' BOARDS W11 x 3.DRIP& LO , 1 x 4 SUB-RAKE 12 cr.O �8 � wQ-°' TYP.1 x 8 RAKE BOARDS - W/1 x 3 DRIP BOARD �--. Vl Liz CV- � G] 00 n"pa Z TOP OF PLATE E'"' V1-X I. - TOPE PLATE @ KNEEWALL TOP OF PLATE @ KNEEWALLItillYlit M L; l HIM IN I I PMMM ND FLOOR SECOND FLOOR LOOR SUBFLOOR TOP OF PLATE - FM i FIRST FLOOR O _ SUBFLOOR . - REAR ELEVATION w CONT.RIDGE VENT l - W- TYPICAL ASPHALT - ,fy. - ROOF SHINGLES 8 FASCIA&t x 6 TOP OF PLATE - FRIEZE BOARDS r O TOP OF PLATE @ KNEEWALL FM Y '7 - TRADEMARK SELECT RAILINGS SECOND FLOOR SUBFLOOR TYP:1x5%x6 TOP OF PLATE CORNERBOARDS W-C:SHINGLE SIDING ,�^ S"+_TO WEATHER w v) SCALE FIRST FLOOR _ 1/4" 1 ,0a. SUBFLOOR DATE: 8/11/2008 DRAWING NO.: LEFT 8IDE ELEVATION NEW 17'DIA.CONC.SONOTUSES (ADDITION) q ON 26'DIA.BIGFOOT FOOTING NEW 1Z'DIA CONC.SONOTUBES Ci3 TO 4'0'BELOW GRADE,USE 8'3 8'-3- P.T.2 x 10 LEDGER BOARD LAG BOLTED TO TO 4'U'BELOW GRADE,USE SOLID BLOCKING WI(2)LEDGERLOK BOLTS L7 SIMPSON ABU 66 POST BASE 16'o.c.W!JOISTS HANGERS AT BOTH ENDS SIMPSON ABU 66 POST BASE 0 Q CV \ \ &8C 6 POST CAP O CV 3-P.T.2 x 17s NFFF Ico W i C7 rc N 00 A I I I A 3 Cal l-.oo _ - / \ W!MID-SPAN BLOCKINGID '-4 O L� 19 w z b m 0 „5 ¢ - IMOM - I ( HIGHWIND ASPHALT ROOF SHINGLES A7 I i 7?COX PLYWOOD SHEATHING _ - 2 x 10 RAFTERS ` i5#FELT PAPER WINDOW BASEMENT I I I I I _ 2 x 8 BLOCKING TO SIMPSON H 25A HURRICANE CUPS 1 , WASHINGWIND 3'0'WIDE ICE/WATER SHIELD 7 u ——————L—F>(—— —— ALUMINUM DRIP EDGE }.iy OUTLINE OF IST.DECK ABOVE - „I 1 x 8 FASCIA BOARD S 1 x 3STRAPPING W/z - - � � - ..O 1F2-GYPSUM BOARD - O 1'u�' - _ - 1 x 4 SOFFIT BOARD C m a - 1 x CONT.VINYL SOFFIT VENT o DOUBLE 1 x 3 SOFFIT BOARD ,. z NEW 10'CONCRETE FOUNDATION - _ - TYP.2 x 4 WALLS 1 314"CROWN t 7 i o I I WALLS W!#4 VERTICAL BARS v F, 1 x 6 FRIEZE BOARD ---_ k - AT 32"o.c.-5-7-FROM OUTSIDE - - 7 BASEMENT — ----------------- --1 I v FACE OF WALL,GRADE 60 BARS s �X - �--1 WINDOW w I NEW lax 20'CONCRETE FOOTI GS w �` W I l Wt2x6KEY DETAIL AT WALL I W Iri. � a A7 SCALE:1!2"=1'-0"DOUBLE . jI CONCRETEBLO NOTES: CK ensE FOR cFnMNEv 1. SEAL ALL JOINTS.SEAMS,&PENETRATIONS IN THE Ii I N BUILDING ENVELOPE TO REDUCE AIR LEAKAGE w ? X SEE SECTION 6106.3.3IN THE STATE BUILDING CODE j NEW FULL ! 'I I_ EXIST.STEELBEA.M �-..� A7 II C W BASEMENTI (4"CONC.SLAB) I A]WINDOW - 1w NEW 3 1/?"DIA LALLY COLUMN - - 1 �IJ Wl 30'x W x 12 CONC.FOOTING •j-= UNDER END OF NEW BEAMABOVE ------ --------------- ----- I I L� EXIST. EXIST.SEAM —-—= BASEMENT W i II EXIST. o NSW T ! I-----� --- 11 BASEMENT o o Q o � xNEW . ICrCONC EXIST. LLO OUPi I I FOOTING N I I I EXIST.FOUND.WALLS 8 N C' i I I FOOTINGS TO REMAIN WINDOW. Y Y I N D V Y Y SCHEDULE TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS ' SOLID FLOCKING A -ANDERSEN TW 24410 2i-6 1'/8"x 5'-1 1/4" STORMWATCH DOUBLEHUNG IN THE FIRST TNO � � I - I VDRILL&PIN NEW FOUNDATION ' JOIST SAYS Q' _ TO EXIST.FOUNDATION WALL D - B SCALE: C 235 4'-O 1/2"X 3'-5 3!8' STORMWATCH CASEMENT TOP 8 BOTTOM A7 - C AW 251 2'-4 7/8".x 2'-4 7/8 STORMWATCH AWNING... 1�4" = 1�� L VERIFY SIZE a TYPE O TW 24310 2'-6 116'x 4'-1 1/4" STORMWATCH.DOUBLEHUNG OF.NEW FRONT STEP DATE: - TO BE CONSTRUCTED E " C.135 2'-0 5/8"x 3'-5 318" STORMWATCH CASEMENT - 9N.THE FIELD - .8/11/2008 . 20'-0 (ADDITION) (EXISTING) _ 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS DRAWING NO. 3s-v: WITH WNDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS (EXISTING) 2.ANDERSEN STORMWATCH 400 SERIES WINDOWS WHITE EXTERIOR W/HIGH PROFILE INTERIOR/EXTERIOR FOUNDATION PLAN GRILLES.LOW-E HP 4 GLAZING W/TRU-SCENE SCREENS&METRO HARDWARE 3.USE OF ANDERSEN 400 SERIES WINDOWS OPTIONAL WITH PLYWOOD PANELS FOR PROTECTION PER 780 CMR 5301.2.1.2 A5 (ADDITION) V_ 3'-T 3'-9' - Q clq.' CV .. 15" INSTALL 5/8"ANCHOR BOLTS AT 56'o.c.MAX C O cp0 W/SIMPSON BPS 518.3 BEARING PLATES � PLACE BOLTS WITHIN 6'.1 S OF EACH � Q i ok CORNER AND TO A 8"MINIMUM 0 0 0 DEPTH z 7 B B o J W In o 00 CD A7 e A7 0 � � ��_ INSTALL 5/8"ANCHOR BOLTS AT 56"o.c.MAX. __ O ca Q X W/SIMPSON BPS 518-3 BEARING PLATES .56'o c - C7--" Q PLACE BOLTS WITHIN 6'-16'OF EACH0- CORNER ANO TO A 8"MINIMUM Lo - - DEPTH - v - o b O F :Q Mb Q o ANCHOR BOLT DETAIL ------ ---- -------------- P - a A7 C b - INSTALL 518"ANCHOR BOLTS AT S6 o.c.MAX - W/SIMPSON BPS 5/8-3 BEARING PLATES - - PLACE BOLTS WITHIN 6 15'OF EACH - R to i CORNER AND TO A 8"MINIMUM o DEPTH NEW FULL _ - z P.T.2x6SILL WI SEPLER BASEMENT A7 A7 m ----------------------------- - ANCHOR BOLT DETAIL ----------- ------ ----- -r.- EXIST. seA��:v2^_?.o.. EXIST. BASEMENT b w BASEMENT------ pi --- , v EXIST. a _________________________ O o o - INSTALL THREE FULL HEIGHT STUDS 8 TWO JACK O TUD AT EACH SIDE OF ALL ROUGH OPENINGS W 0-4 X>N.OW .. d'm O 2x6WALL ANCHOR BOLT PLAN JACK STUD (ROUGH OPENING) STUD DETAIL (LOAD BEARING WALL) INSTALL TWO FULL HEIGHT STUDS TWO JACK - STUD AT EACH SIDE OF ALL ROUGH OPENINGS SCALE: WINDOW 1/4" - F-0.. _ 2 x.6 WALL DATE: JACK STUD 8/11/2008- - - (ROUGH OPENING) STUD DETAIL (NON-LOAD BEARING WALL) DRAWING NO.: NEW ROOF CONST. NEWROOF DECK 1.2x 10 RAFTERS @ 16"..c. G� O a WOOD CONT.RIDGE VENT V' NEW TRADEMARK SLECT - 2.1l2CDX PLYWOOD SHEATHING W Q C1 R MEMBRANE ROOFING RAILING SYSTEM 3.ASPHALT ROOF SHINGLES ¢N (V EEPERS@ 16o.c. .l t2 4.15P FELT PAPER _ Q 4.COMPOSITE DECKING O SECOND FLOOR 5-12" R=38 BATT.INSULATION FLAT CEILINGS 11 SUBFLOOR ( ) @ - 7.2 x 12 RIDGE BOARD S.SIMPSON HID OR H70.2 HURRICANE CLIPS AT ALL RAFTER �'^ NEW 2x 10s @ 15'o.a / \ 9.IC&WATER SHIELD AT BOTTOM 31r OF ROOF 72 -1 -L- E- Nt7 s o.c. V)Lc] �5.5 > w ---P.T.6 z 6 POSTS W! / \ =�o 1 x.6 xSCASING v / / \ \ x L USE 1 x 8 CASING ABU66 POST 2 x 10's @ 16'o.c, TOP OF PLATE fY) v X NEW BASE 8 BC 6 POST CAP O1 / \ \ 0 �Z a.Lr_ / / NEW I72'GYP.BOARD. \ \ CONT.ALUMINUM SCREENED /. ON i x 3 STRAPPING \ SOFFIT VENTS TOP OF PLATE - PORCH SUBFLOOR / @16'o.c. NEW \ —NEW WALL CONST. o FIRST I FLOOR R - MASTER 1.2 x 4 STUDS @ 16"o.c. _ _ 2.1/A PLYWOOD SHEATHING m �+ U BEDROOM 4.l 1/TP LIM)GATT.INSULATION r NEW P.T.2 x 17s @ 16'o a - m - 4.If2"GYPSUM BOARD NEW 3-P.i.2 x t7s - EW ZIA"T 8 G 5.W.C.SHINGLE SIDING /J'NPLYWOOD SUBFLOOR, 6.TYVEK VAPOR BARRIER 1 I v SECOND FLOOR / GLUED&NAILED SECOND FLOOR SU13FLOOR SUBFLOOR boo 11 71B"ENGINEERED JOISTS @ 16'0.c. TOP OF PLAT - - NEW V2"GYP.BOARD ON 1 x 3 STRAPPING @ 16'o.c. SECTION @ NEW SCREENED PORCH NEW o A7 LIVING m ROOM ' [NFW3/4'T&6 PLYWOOD SUBFLOOR, O GLJJED&NAILED FIRST FLOOR - - SUBFLOOR ` - 11 71W ENGINEERED JOISTS@ 16'c.c. .T.2 x 6 SILL Wf SEALER GATT.INSULATION .TYPICAL ROOF CONST. 77 " NEW 10'CONCRETE FOUNDATION —� NEW FALL AT 3r o!sT FROM OUTSIDE " BASEMENT FACE OF WALL,GRADE 60 BARS -- -- - 4'CONC.SLAB DAMPROOF WALLS TOP OF PLATE, 2x 10's@ 16"­886868 buz D018 11 ` - O - TOP OF SLA MULTI LVL BEAM 12 - - TYPICAL ROOF:4.5 ONST. I1� NEW la coNCRETEFoonrlcs [�] NEW ^ o B SECTION @ NEW LIVING ROOM W Ems, WALL NEW NEW 12 oc m CONST, BEDROOM#1 HALL � TOP OF PLATE 2.10s @ 16'o.c. • L-7 " SECOND FLOOR 5UBFLOOR NEW TOP OF PLATE It 7/8'ENGINEERED JOISTS@ 16 o.c. WALL m / REMODELED BEDROOM#3 NEW p. /Q\ O LIVING REMOD. EDDNDFLDDR _ ROOM KITCHEN UBFLDDR . m TOP OF PLATE. 11 7/8'ENGINEERED JOISTS @ 16'o.c. FIRST FLOOR - - - - SLISFLOOR 11 7/8-ENGINEERED JOISTS @ T6'o.c. - _ - MULTI LVL GIRT �o - EXPAND. REMOb:' BATH/ . .ENTRY LAUNDRY SCALE:. .TYPICAL 3 12'D1A . NEW FULL STEEL LALLY COLUMN EXIST. Ao — L_nn BASEMENT BASEMENT FIRST FLDDR ``tt llJJ SUBFLOOR / EXIST.2x e's@16'o.c. DATE TOP OF SLAB - INSULATION(R=3D) - 8/11/2008 . EXIST.CONCRETE BLOCK FOUND.WALLS' - - DRAWING NO.: T. SECTION NEW LIVING ROOM BASE C @ BASEMENT p SECTION @ ENTRY/BATH A7I,,A7A7 4 (ADDITION) (ADDITION) 0 - MULTI LVLBEAM .1 Q ""4s - _ f0 CD - of v0' A I I A �wz^F 0� �co L'i ti A] I 2 x 10 FLOOR J STS 16'.x. I A FASTEN ROOF DECK JOISTS L]' CO LLI O 1s7 WI MID-SPAN BL CKING TO SECOND FLODR FRAMING - 0- O = I W/JOIST HANGERS z Z .O O m CJ)�X' s USE APA NARROW WALL 6 - � I FRAMING TECHNIQUE AT NARROW WALL SEGMENTS - - - THAT ARE LESS THAN 28' - (SEE SUPPLIED DETAILS) M MULTI.LVL HEADER __ •.`� - A7 w A7 Q x O --- .: p , -----DOUBLE - ` DOUBLE �A7 - _. im E M Q Ll A7 A7 NEW 11 7/8"ENGINEERO FLOOR JOI TS 1 b.c. SOLID BLOCKING ' MULTI LVL BEAM IN THE FIRST TWO - * JOIST BAYS Q - - W PLYWOOD/OSB PERCENTAGE PER WFCM 110 MPH EXPOSURE B-GUIDE: �' O Q m m BLDG.DIMENSION SLOG.SIDE REQUIRED.% PROPOSED% FIRST FL60R LEFT SIDE- J j _ W FIRST FLOOR RIGHT SIDE 43% 73% r_, W. SECOND FLOOR LEFT SIDE 21% 75% —I-1 W SECOND FLOOR RIGHT SIDE 21% 70% ` L FIRST'FLOOR FRONT 43% 57% L FIRST FLOOR REAR 43% 43% NOTE#3 A7 L SECOND FLOOR FRONT 21% 70 L .SECOND FLOOR REAR 21% 75% ' SCALE' - 14'-6"(RENOVATION) 20'-6.(EXISTING)..r _ .. 1/4u —.1._o., NOTES: 1.USE 3"EDGE NAILING&12"FIELD NAILING SPACING ON ALL WALLS ss'-mi 2.1.00 ASPECT RATIO DATE: (EXISTING) 3.USE-APA WOOD NARROW WALL FRAMING DETAIL AT REAR WALL W/SLIDING DOOR 8/t 1/2008 SECOND FLOOR FRAMINGPLAN DRAWING NO.: NOTE: Lj 1.VERIFY ALL FRAMING DETAILSW/ENGINEERED kc JOIST SUPPLIER PRIOR TO START OF CONSTRUCTION 2.USE SIMPSON JOIST HANGERS ON ALL JOISTS 3.FOLLOW ENGINEERED JOIST MANUFACTURERS A8 FASTENING REQUIREMENTS NAILING SCHEDULE 110 MPH EXPOSURE B WIND ZONE W o JOINT DESCRIPTION NO. OF COMMON NAILS NO. OF BOX NAILS NAIL SPACING 0 <o nl �- � ROOF FRAMING W 27 ' BLOCKING TO RAFTER(TOE NAILED) 2•8d2-tOd EACH END RINI BOARD TO RAFTER(END NAILED) 2-16d 3-16d EACH END M V)L v N L(-) WALL FRAMING: Lc] 00 TOP PLATES AT INTERSECTIONS(FACE NAILED) • 4-16d 5-16d AT JOINTS Ls] p LLo STUD TO STUD(FACE NAILED) , - 2-16d 2-16d 24"o.c. m �X c. HEADER TO HEADER(FACE NAILED) 16d 16d 16'o.c.ALONG EDGES O C S a.u- ' FLOOR FRAMING: - ' JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) - 4.8d 4-10d PER JOIST A - A 1LOCKING TO JOISTS(TOE NAILED) 2-8d 2-1Od EACH END f!a\ 1 b A7 A7. b BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK tD _ LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED). 3-16d 4-16d. EACH JOIST t - JOIST ON LEDGER TO BEAM(TOE NAILED) - 3-8d 3-10d PER JOIST BAND JOIST TO JOIST(END NAILED) 3-16d. - 4-16d PER JOIST BAND JOIST TO SILL OR TOP,PLATE(TOE NAILEDO _ 2-16 d, .. 3-16d'. PER FOOT b ROOF SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) - - J - RAFTERS OR TRUSSESSPACED UP TO 16'o c. - 8d - 10d 6"EDGE/6"FIELD - - �n , RAFTERS OR TRUSSES SPACED OVER 16"o c. 8d - 10d 4"EDGE/4"FIELD - . 1 GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG Bd 10d 6"EDGE16'FIELD ... _ GABLE END WALL RAKE OR RAKE TRUSS 8d� � '. 10d 6"EDGE/6'FIELD W/STRUCTURAL OUTLOOKERS - - - - _ GABLE END WALL RAKE OR RAKE TRUSS W/.LOOKOUT BLOCKS 8d 10d 4"EDG94"FIELD' - t CEILING SHEATHING: - GYPSUM WALLBOARD _ �x 5d COOLERS - — 7"EDGE/10"FIELD - _ .. -. WALL SHEATHING WOOD STRU1.CTURAL PANELS(PLYWOOD) A7 A7 a 12"GYPSUM FIB UP TO D A Bd 10d.. W EOGE/6'FIELD,STUDS SPAC . 12"&.2513T FIBERBOARD PANELS - `• �., '. Bd -. _ � — 3"EDGEl6"FIELD •-- f T -�`' - WALLBOARD Sd COOLERS — 7"EDGE/10"FIELD •-'t-1 - o FLOOR SHEATHING: - N o - WOOD STRUCTURAL PANELS,(PLYWOOD) - - - i 1"OR LESS THICKNESS - 8d 10d - 6'EDGE/17'FIELD - - _ GREATER THAN 1"THICKNESS 10d - 16d 6'EDGE/6'FIELD (SHED DORMER) .. SOLID 2 x 6 BLOCKING IN THE OUTSIDE ^ O " TWO RAFTER 8 CEILING JOIST BAYS _ NEW D- FLOW ON THE UNDERSIDE OF ROOF 4 0 CRICKET - AZ SHEATHING C I----- ,P�yo Vf C O ' A7 ti+ A7 ( Q 1 2x 12 RID o - - N N SCALE: �i ROOF FRAMING PLAN 1/4„ _ F-a„ DATE:1 TYP.2 x 8 RAFTERS •. " - NOTES: - Q/1. 1/2008 TO BE BUILT OVER MAIN ROOF D 1.) ALL ROOF-RAFTERS TO BE 2 x 10's STRUCTURE A7 - UNLESS.OTHERWISE NOTED - 2.): USE SIMPSON H 10 OR H10-2 HURRICANE CLIPS DRAWING NO.: AT ALL RAFTERS ENDS 3.)VERIFY GUTTER TYPP AYOUT W/OWNERS ... LEGEND 100.72 SchoolSt, APN 34_005 99 PROPOSED CONTOUR 18,339±SF COTUIT cD / �co Qoa Z . BAY 99 PROPOSED SPOT GRADE a z 'a ° �, �; tN �. _:.�� EXISTING CONTOUR qq� � 5/T FND x 101,70 EXISTING SPOT GRADE c f rZn w 92.13 TEST PIT ocean ' W EXISTING WATER`SERVICE Shell tone r I 49 �" t .� Focus. u ` EXISTING GAS SERVICE OVERHEAD WIRES LOCUS MAP' N:T.S. BENCHMARK Plk \x 90.82 GENERAL NOTES - k TP-2\` �� `TP I 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. •` 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS ' 9go- N t' OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE a0 4� �_ ' _ wt LOCAL RULES AND REGULATIONS. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR N O TO INSPEC tq TION AND APPROVAL BY THE BOARD OF HEALTH AND THE P OPOSED� g' t N SEPT IC TANK z �\ `� DESIGN ENGINEER.. �� f '`• ` 1S. 4. ANY CONDITIONS ENCOUNTERED .'DURING CONSTRUCTION DIFFERING \ �b� ` `> FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN x 104.85 r �� 9O i gg gc4 \ EXISTING CESSPOOLS ENGINEER BEFORE CONSTRUCTION CONTINUES. ©.'� �' ' TO BE .PUMPED & FILLED �,o WITH SAND 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 99,80 I 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE. FOR THE FAILURE OF I - h THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF PR S�REEND N \ S4ED 0 I � HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. p PO CK N I `' f 1 m < 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. RCH >.• .� N 8 THERE ARE NO ABUTTING'WELLS LOCATED WITHIN 150' OF THE S.A.S. DECK ; €,•'' ' /' , 9. ALL AREAS "DISTURBED DURING CONSTRUCTION SHALL BE RESTORED PROPOSED = (, �;� TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. - -10. 'IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ADDITION 1 83 /'�' ,f THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING �' Gara j CONSTRUCTION. x 105..2 �f ; ' ff;' ,.f 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS SEWER, i INV.=f /1t' IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. NO GJ ��;' x- 1CF2`8 BENCHMARK: AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). f %l I 1/2 5TY.'j ,''/ \ TOP OF FOUNDATION 12. NO DETERMINATION HAS BEEN MADE TO COMPLIANCE WITH DEEDED OR WD. FIRM. f i ELEV.— 104.82' ZONING REGULATIONS. OWNER AND/OR APPLICANT IS TO OBTAIN SUCH j T.O.F. 104.82!' ; '� \ I1C 1, (ASSUMED DATUM) INFORMATION FROM APPROPRIATE AUTHORITY. f / I 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY 104. x 102701 1) V6Af,�Y �� OF �jgSs AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. "� o� PETER T. Gs 87,00' I r McENTEE PROPOSED SEPTIC SYSTEM UPGRADE PLAN a CIVIL ' °r20"E No. 35109 65 SHELL LANE, COTU IT, MA GIST Prepared for: John Harrington, 10 Kingsbury St., needham, MA 02492 Engineering by: Surveying by: SCALE DRAWN JOB. N0. __._?-_ O.g f EngineedngWorb HOOD SURVEY GROUP 1"=20' P.T.M. 1 23-07 8 _. CIF ��t� �^'� �lZ� 12 West Crossfield Road 18 Route 6A k_.'0.. H �{ 1 v {{{ Forestdale, MA 02644 Sandwich, MA 02563 GATE CHECKED SHEET NO. 2.6D E �1 �� L• (508) 477-5313 (508) 888-1090 4/27/07 P.T.M. 1 Of 2 t NOTE. TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.94.0 ELEV. TOP FOR A DISTANCE OF 15' AROUND THE FOUNDATION —N,, FINISH GRADE: 96.6-98.5 PERIMETER OF THE S.A.S. (Existing) EXISTING F.G. EL.100.0-101.5t F.G. EL.98.0t ° MAINTAIN 2% MIN SLOPE OVER LEACHING AREA 36" MAXIMUM COVER INSPECTION RISER PIPE ' L=39' ° 4" SCH 40 PVC L = 20' L —5, 6" .. 4'" SCH 40 PVC 4° SCH 40 PVC S= 2% (MIN.) 10" 4" ® S= 1% (MIN.) JJE ® S= 1% (MIN.) 8" T"""J�41 8 48" LIQUID INV • LEVEL INV.=97.50 PROPOSED INV.=97.75 GAS INV.ELEV.=94.67 CONNECT TO EXIST. BAFFLE D-BOX 3 ROWS OF 10 UNITS AT 4'/UNIT + 2'(END CAPS)= 42.00' 4" C.I. SEWER INV.=95.17 WITH TEE LET INV.=95.00 SOIL ABSORPTION SYSTEM (PROFILE) INVERT= 101.1t PROPOSED 1500 GALLON SEPTIC TANK N.T.S. NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING ESTABLISH VEGETATIVE COVER PIPE INVERTS PRIOR TO CONSTRUCTION. 2) SEPTIC TANK AND D—BOX SHALL BE SET LEVEL BACKAFILLTIVE NTH OR PERCCLEAN SAND)ND AND TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 3) INSTALL INLET & OUTLET TEES AS REQUIRED. TOP OF CHAMBER EL.=95.0 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE INV.ELEV.=94.67 BREAKOUT EL.=94.0 AS MANUFACTURED BY TUF—TITE, ZABEL OR EQUAL. BOTTOM ELEV.=94.00 I I lu�lllll�llll III EXISTING SUITABLE r 2.8' � MATERIAL (3) 5" DIA.OUTLETS 5' MIN. ABOVE BOTTOM OF �� 16' T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=8.4' 1 "I �2 SEPTIC SYSTEM PROFILE USE 3 ROWS OF 10—QUICK4 STANDARD INFILTRATOR CHAMBERS BOTTOM OF TP, EL.=86.0 WITH NO SEPARATION BETWEEN EACH ROW & NO STONE 15.5' 1Uw i1 N.T.S. TYPICAL SECTION 66" N.T.S. H-10 LOADING 2" SOIL LOG DESIGN CRITERIA D-BOX NUMBER OF BEDROOMS: 4 BEDROOMS DATE: MARCH 30, 2007 (REF.#1 1,704) solL TEXTURAL CLASS: CLASS I SOIL EVALUATOR: PETER T. MCENTEE P.E. DESIGN PERCOLATION RATE: <5 MIN/IN 16" 1 WITNESS: DON DESMARAIS DAILY FLOW: 440 G.P.D. Q Q (� (HEALTH AGENT) DESIGN FLOW: 440 G.P.D. GARBAGE GRINDER: NO TP— � Depth Elev. PROPOSED SEPTIC TANK: 1500 GAL. CAPACITY � ® ® � SIDE VIEW Elev. _� TP-2 Depth 97.0 A 0" 98.5 A 0" LEACHING AREA REQUIRED: (440) = 594.6 S.F. 74 wsPEcnoN PoLaE LOAMY SAND LOAMY SAND 52 « 10YR 4/2 10YR 4/2 USE 3 ROWS OF 10—QUICK4 STANDARD CHAMBER UNITS WITH NO TOP VIEW 4VI a34" 96.5 g 4 98.2 B 6 NONE FOR AN S.A.S. HAVING THE DIMENSIONS: 9.4' x 42.0', EFFECTIVE LENGTH) pr CAP LOAMY" SAND LOAMY SAND BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.72 SF/LF OF INFILTRATOR) �ENND VIEW 10YR 5/6 10YR 5/6 10 UNITS + 2 END CAPS PER ROW = 42.0 FT MULTIPORT END CAP 94-2 C 34" 95.9 C 32" 3 ROWS x 42.0' x 4.72 SF/LF = 594.7 SF DESIGN FLOW PROVIDED: 0.74(594.7 S.F.) = 440.1 G.P.D. SIDE VIE W NOMINAL CHAMBER SPECIFICATIONS 48" SIZE TI x L x LEACHING AREA:................. .34" x 48 x,z PERC EFFECTIVE LEACHI MED. SAND MED SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN 60E „ TRENCH..................... _PER CODE PER CODE 65 SHELL LANE COTU IT MA . 34 INVERT ELEVATION........ ..............._.,...............a" 2.5Y 6/4 2.5Y 6/4 FRONT VIEW STORAGE CAPACITY PER UNIT__- _44A GAL Prepared for: John Harrington, 10 Kingsbury St., needham, MA 02492 Engineering by: Surveying by: SCALE DRAWN JOB. NO. QUICK 4 STANDARD INFILTRATOR CHAMBER 86.0 132" 87.5 132" Engineering Works HOOD SURVEY GROUP N.T.S. P.T.M. 123-07 INFILTRATOR CHAMBERS NO GROUNDWATER OBSERVED 12 West Crossfield Road 18 Route 6A PERC RATE <2 MIN/IN. ("C" HORIZON) Forestdale, MA 02644 Sandwich, MA 02563 DATE CHECKED SHEET NO. 2707 N.T.S. (508) 4-77-5313 (508) 888-1090 4 / P.T.M. 2 Of 2