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HomeMy WebLinkAbout0093 DEACON COURT - Health DEACON COURT Barnstable A = 300 - 032 - 001 _ i I f TOWN OF BARNSTABLE LOCATION SEWAGE# 4-0 1 T-- 4{=0 Vi LLAGE ASSESSOR'S MAP&PARCEL 260 34-- ( INSTALLER'S NAME&PHONE NO. a C. t- SEPTIC TANK CAPACITY dat.®-E,.,4tt-_ LEACHING FACILITY:(type)--T2-e)A G t-— (size) 4:5 ttZ� ►zav�-6 fbz t� NO.OF BEDROOMS �- � OWNER l !1-UL{L PERMIT DATE: `- 1 2- 1 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility -f' "� Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) NIA= Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) JAI Feet FURNISHED BY . r No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppliLation for Disposal *pstrm Construction Vermit Application for a Permit to Construct( ) Repair( ) -Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 1- Owner's Name,Address,and Tel.No. r Assessor's Map/Parcel 300 O3 a �epO ' �f��e�t e� �v�-r¢ �1 4 b G In 11er's Name,Mdress,and jel.No.5'Q$- 771-95,9,9 Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs '^o'7rAlterations(Answer when ap licable) ! Date last inspected: Agreement: The undersigned agrees to ensure the construction and ma' a of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Enviro al Co d not to place the system in operation until a Certificate of Compliance has been issued by this Board of Healt . Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. d 1 s Date Issued —1 / :sjrf r. •^cr✓`"*,-•^o-ate � '`l 1 � .s'w.s�,:r*.r�-utti: '+`,- i+,-er+ fry"'t '*. ':, - � /cam No. � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION- TOWN,OF BARNSTABLE, MASSACHUSETTS Yes \.2pplitation for Mitposal 6pstrm Consti4ittiffi Vermit Application for a Permit to Construct( ) Repair( )��pgrade(. ) Abandon( ) ❑Complete System ❑Individual Components o Location Address or Lot No. 2, Owner's Name,Address,and Tel.No.3 r 11. �rc. Assessors Map/Parcel Sop �� -4fJ / 7 L��� ✓ yp/- s ®2'/—'/O/Y Installer's Name,Address,and el.No.,_r®S-- 7 f/_105 Designer's Name,Address,and Tel.No. < n O _ , .. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder{ ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) - .. Other Fixtures s w .Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. 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�a'rtd not to place the system in op'ration until a Certificate of Compliance has been issued by this Board of Health. Signed ;` _ Date // /;x Application Approved by Date ?j Application Disapproved by / Date for the following reasons Permit No. O Date Issued - - --- -- -_ - - - ----------- --------------- - ------------------ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certifirate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( , ) Repaired( ) Upgraded( ) Abandoned( )by C - at - - 41.3-- has been constructed in accordance e� *� with the provisions of Title 5 and the for Dispo al System Construction Permit No. o l� yb�ated Installer 66,(tD/ �C Designer #bedrooms A Approved design flow god The issuance of this permit shall not rue as a guarantee that the system will fun,ct�ion as de i ,fed. Date f.I Inspector P - Q �1.------------ ------ ------------------------------ --------------- No. o Fee ttt THE COMMONWEALTH Of MASSACHUSETTS �_• PUBLIC HEALTH DIVISION-'BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction Vermit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon(. ) System located at '7 tG �'��•► ^y�,, " and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be complete .• ithin three years of the date of this perm. Date t ""' I ""' Approved by Towu of Barnstable Barnstable INE T P 'Regulatory Services Department e"ac 1 li`a BA BNI— BLE, - . MA 9. Public Health Division �A ibgq b�� 2007 TfD"""� 200.Main Street, Hyannis MA 02601 . Office: 508-862-4644 Thomas F.Geiler;Director FAX: 508-790-6304 Thomas A.McKean;CHO CERTIFIED MAIL #701 1 0470 0001 4525 6706 April 17, 2012 Mr. &Mrs. Paul A Lapine - 93 Deacon Court Barnstable, MA 02630 ; µ' ORDER TO COMPLY WITH STATE ENVIRONMENTA>J CODE,Title 5. • The septic system located at 93 Deacon Court,.Barnstable, MA, was last inspected on 3/20/2012 by Patrick M. O'Connell, a,certified septic inspector for the State of Massachusetts. The inspection of the septic.system showed that the system"Fails"under the guidelines of the 1995 TITLE 5 310 CMR 15( .00) due to the.following: e System is in Hydraulic Failure You are ordered to repair or replace the septic system within sixty (60) days from the date you receive this notification. Failure to repair/replace the septic system with in the deadline period will,result in future enforcement action. PER ORDER,OF- HE BOARD OF HEALTH cKean, R.S. CHO Agent of the Board of Health I • I Q:\SEPTIC\Letters Septic Inspection Failures or Future Eval\93 Deacon Ct.,Barn.doc Parcel Detail http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=24040 F {- Logged In As: Parcel ®e l I Wednesday,April 11 2012 Parcel-Lookup Parcel Info Parcel ID 300-032-001 f I Developer LOT 1 & Lot _ Location 93 DEACON COURT I Pri Frontage-20 Sec Road I Sec -- Frontage - Village BARNSTABLE I Fire District BARNSTABLE Town sewer exists at this address No I Road'Ind ex 0429 Interactive Map n, T Owner Info Owner LAPINE, PAUL A&WENDY S I Co"-Owner Streetl 93 DEACON COURT I Street2 y City BARNSTABLE I state MA Zip 02630 Country Land Info Acres 1.02 Use,Single Farri MDL-01 I. Zoning RF-1 Nghbd,0110 Topography Level I Road Paved I. utilities Public Water,Gas,Septic I Location I' Construction Info Building 1 Of 1- Year' Roof " 1983 I Gable/Hip I Wood Shingle Built Struct t '' ExWall' Living 2520 I Roof Asph/F GIs/Crop I AC None I °K: 24 Area Cover Type Int Bed 2 20 � Style Cape Cod I Wall Plastered Rooms 3 Bedrooms I' Sri 44. 4 Int . Bath 6 BAS TQS: 9 Model Residential I Hardwood 3 Full FIOOr' Rooms 2 .;.,BMT`.RAS `2. 4 Grade Average Plus I Heat Hot Water I Total 6 Rooms L 1`z is _- Type Rooms 28 Stories 1.75 ' Heat Oil )Found- Poured Conc: Fuel ation - Gross 4436 Area Permit History http://issgl2/intranet/propdata/ParcelDetaii.aspx?ID=24040 4/1 I/2012 ' � ` _` _ _ ---- - . � ' , �� � .. j k' � .: � ;, � � � � � � , . j _z - - �_ . .- _4 F Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form,- Not for Voluntary Assessments °M 93 Deacon Court Property Address Wendy LaPine Owner Owner's Name information is required for Barnstable MA 02630 March 20, 2012 .- every page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When filling out A. General Information forms on the - computer,use 1. Inspector: J only the tab key to move your Patrick M. O'Connell cursor-do not use the return Name of Inspector key. Septic Inspection Services Co. Company Name � 189 Cammett Road Company Address Marstons Mills MA' 02648 ienen Cityrrown State Zip Code 508-428-1779 S1 12855 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 w- March 20, 2012 Job# 12-44 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-doscribes conditions at the time of inspection and under the conditions of use I t that time. This inspection does-nof "duress how the system will perform in the future under the same or different conditions of use. l5ins-11/10 •.$r }§°fig j I Title 5 Official Inspection Form:VsaceSewagei)i sposal System• "ge 1 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Fora Subsurface Sewage Disposal System-Form - Not for Voluntary Assessments 93 Deacon Court Property Address Wendy LaPine Owner Owner's Name information is required for Barnstable MA 02630 March 20, 2012 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) a 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): i t5ins•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 17 4 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 93 Deacon Court Property Address Wendy LaPine Owner Owner's Name information is required for Barnstable MA 02630 March 20, 2012 every page. Cityfrown State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.):, ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y -E] 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 15ins•11/10 Title 5 Official Inspection Form.Subsurface sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts Title 5 Offici al Inspection Form Subsurface Sewage Disposal System Form -.Not for Voluntary Assessments 93 Deacon Court Property Address Wendy LaPine _ Owner Owner's Name information is required for Barnstable MA 02630 March 20, 2012 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the.Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: **This system passes if the well water analysis, performed at a 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: I D) system Failure Criteria Applicable to All Systems: You must indicate "Yes" or "No" to each of the following for all inspections: Yes No n ® ❑ 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 El: ® due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due,to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than_day flow 15ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 93 Deacon Court Property Address Wendy LaPine Owner Owner's Name information is required for Barnstable MA 02630 March 20, 2012 every 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. E) ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface.:water supply.- El ® 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.] 11 ® 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 mapped Zone 11 of a public water supply well F If you have answered "yes" to any g6estion 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. 15ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 t ' Commonwealth of Massachusetts Title 5 Official Inspection. Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 93 Deacon Court Property Address Wendy LaPine Owner Owner's Name information is Barnstable MA 02630 March 20, 2012 required for every page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate "yes" or"no" as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health El ® 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): 3 Number of bedrooms (actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 11.0 gpd x#of bedrooms): 330 15ins•11110 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 �M 93 Deacon Court Property Address Wendy LaPine Owner Owner's Name information is required for Barnstable MA 02630 March 20, 2012 every page. City/Town State Zip Code Date of Inspection D. System Information Description: Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ❑ Yes ❑ No Seasonal use? ❑ Yes ® No Water meter readings, if available (last 2 years usage (gpd)): Detail: Sump pump? ❑ Yes ® No Last date of occupancy: 2 Months prior to inspection. 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-11/10 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 93 Deacon Court P Property Address y Wendy LaPine K Owner Owner's Name r information is required for re9 Barnstable MA 02630 March 20, 2012 - every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont ) Last date of occupancy/use-Date Other(describe below): 4 General Information Pumping Records: . ' _. - Source of information: ', 'One year ago-- Was system pumped as part of the inspection? a ❑ Yes 0 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 an ❑` Innovative/Alternative technology: Attach a copy of the.current operation and 4 maintenance contract(to be obtained from system owner) and a copy of latest r r inspection of the I/A system by system operator.under contract ❑ • ' nTight tank. Attach'a copy cf t66 DEP approval. s + ;Other(describe): t5ins-11/10 Title 5 Official Inspection Form.Subsurface Sewage Disposal System-page_8 of 17 Commonwealth of Massachusetts F Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,. 93 Deacon Court Property Address Wendy LaPine Owner Owner's Name information is required for Barnstable MA 02630 March 20, 2012 every 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: 1983 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: feet Material of construction: ❑ cast iron ® 40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Septic Tank (locate on site plan): Depth below grade: 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: 8.5' long x 5.2'wide- 1000 gal. 2 Sludge depth: l5ins•11110 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 93 Deacon Court Property Address Wendy LaPine Owner Owner's Name information is required for Barnstable MA 02630 March 20, 2012 every page. City/Town State Zip Code Date of Inspection D. System Information cont. Y (cont.) Septic Tank (cont.) Distance from top of sludge to bottom of outlet tee or baffle 28 Scum thickness 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 12 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.): Liquid level was found at bottom of outlet invert, baffles were intact. 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 l5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17, Commonwealth of Massachusetts- Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 93 Deacon Court Property Address Wendy LaPine Owner Owner's Name information is required for Barnstable MA 02630 March 20, 2012 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 purnping:. Date Comments (condition of alarm and float switches, etc.): Attach copy of current pumping contract(required). Is copy attached? ❑ Yes:. ❑ No 15ins•11110 Title 5 Official Inspection Form,Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form m, Subsurface Sewage Disposal System Form Not for Voluntary Assessments �M0 93 Deacon Court Property Address Wendy LaPine Owner Owner's Name information is Barnstable MA 02630 March 20, 2012 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 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.): Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: 4 t5ins•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal.System•Page 12 of 17 _ Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 93 Deacon Court Property Address Wendy LaPine Owner Owner's Name information is required for Barnstable MA 02630 March 20, 2012 every page. City/Town State Zip Code Date of Inspection, D. System Information (cont.) Type: ® leaching pits number: One 6x6 pit ❑ 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.): Pit was empty at time of inspection, observed staining and solids to top of riser. Pit is in hydraulic failure. — Cesspools (cesspool must be pt..imped as cart 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 ❑ Nc 1.3 of 17 S - t5ins•11I10 � - Title 5 Oftic:al Inspection Form:.Subsurface Sewage Disposal System•Page,9 .; • �C\, Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 93 Deacon Court Property Address Wendy LaPine Owner Owner's Name information is Barnstable MA 02630 March 20, 2012 required for _ every 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-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 14 of 17 _ r Commonwealth of Massachusetts r Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments i 93 Deacon Court _... -- - - -- Property Address Wendy LaPine -- ------------ -- Owner Owner's Name information is Barnstable MA 02630 March 20, 2012 required for --- -..---- — — every page. City[Town State Zip Code Date of Inspection D. System Information (cont.) . Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately Cast Iron cover at grade \ \ \ \ \ \ \ r'1 Driveway r • Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 93 Deacon Court Property Address Wendy LaPine Owner Owner's Name information is Barnstable MA 02630 March 20, 2012 required for every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: N/A feet Please indicate all methods used to determine the high groundwater elevation: ❑ Obtained from system design plans on record 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: Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins-11/10 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 93 Deacon Court Property Address Wendy LaPine Owner Owner's Name information is required for Barnstable MA 02630 March 20, 2012 every page. Cityrrown 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 r t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 TOWN OF BARNSTABLE LOCATION L�fLlO Ci- SEWAGE# VILLAGE JK aZ-0 .ABfe ASSESSOR'S MAP&PARCEL 200 �P INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type}=�.[C P.�— (size) 4�X ID�e�`'J— NO:OFBEDROOMS '—r3 y,Kj 3 5zo4*L 3Esl OWNER 1 t.f g PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility $' Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) N Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY J lO e g'61 Pie/ i 7 ��,I o ii o� E No. / `, I t om"_ ) Fee C=d d/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 4plicatlon for Misposal 6pstrm ConstCuitlon permit Application for a Permit to Construct( ) Repair A! Upgrade( ) Abandon( ) ❑Complete System [Individual Components Location Address or Lot No. �3 O er's N Address,an el.No.'704(`99 q L i W �2�, I tA�i n2 1��e,T Assessor's Map/Parcel 300 3o`t-1 Aarns -rg C9a - Installer's Name,address,and Tel.No.Ste- esigner's Name,Address,and Tel.No.SU -3(0 a - S 441 (30^{olo-it� C:vr�. t 'c ,�rX yS�xac�(c�c �o�`� Gnu.1neje. w g3-11�-�cu'n Type of Building: _ 4- Dwelling No.of Bedrooms 3 Lot Size a,a - sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided L/q� gpd Plan Date U aZ O Number of sheets 4 RevisionfDate Title ?" `{� d_r. Size of Septic Tank (�_Xi,54qaqQs Type of S.A.S., - Ha6 5-pp GAL(Ckn Ae� 109(10)eg Description of Soil Nature of Repairs or Alterations(Answer when applicable) l:s r - 0^l0 5W�a_Q 0. a X e Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintena a of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental a of to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. 01 / Signeo Date Application Approved by Z5 Date 77h 64' -� Application Disapproved by Date for the following reasons Permit No. a.®i a dZ[ / Date Issued 6 0 3-- ( c) l No. L Fee ( v ✓ THE COMMONWEAL-tea OF MASSACHUSETTS Entered in computer: , PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ' Application for Misposai 6pstem Construction Permit Application for a Permit to Construct( ) Repair Af Upgrade( ) Abandon( ) ❑Complete System ©'Individual Components Location Address or Lot No 13 � Cr O er's N e,Address,an Tel.No.`�I)q 99 q- a g ass Gc s n S�zt � i �( CcL i oe ea C-r Assessor's Map/Parcel 3UG 3,- - ea rns ro e, L va�3U Installer's Na}�?e,Address,an Tel No.SG8- ��i- r! ( Designer's Name,Address,and Tel.No..5o&-36 a - 1••/Sq/ (jor(�{j C.,*1 �v�l �ft3C�+C%s�,Su�C �ISij�,�u5� vu�<l e��q- G�l�inee�l�� q3`[ 4�Qin Type of Building: - k Dwelling No.of Bedrooms \3 Lot Size sa,a e� - sq.ft. Garbage Grinder( ) t f� Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures 2 �/ Design Flow(min.required) 33 O gpd Design flow provided L/9`1 gpd Plan Date SoI Q a, of 61 Number of sheets r Revision Date Title T; mice 0 4 Ct 3 tcj_6 l e Size of Septic Tank _EX t 5�i 0-, Type of S.A.S.•3- H a y 5 no q,., (C�•�,t j jr�(5 10 k t/O X3 Description of Soil ez,VN Nature of Repairs or Alterations(Answer when applicable) e 1-) x (k Date last inspected: , „-. Agreement: The undersigned agrees,to ensure the construction and maintenance of the afore scribed on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Codeto place the system in operation until a Certificate of Compliance has been issued by this Board of Health. � Signe7 Date Application Approved by Date / Application Disapproved by Date for the following reasons Permit No. D o[ ') eZ 1 Date Issued 77 u /Z THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliante ; THIS IS TO CERTIFY, //that the On�-site Sewage/Disposal system Constructed( )' Repaired(� Upgraded( ) Abandoned )by & �U/G ��;�C1y/�Sl`//�[JLf/l�r1 L t�< at 9 3 i,?o�, o�r��,<<r T - 1 Ct�Stec (d2 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit Noj 0 = ) dated -? /- ; Installer &A ( tL Cn4fkJ('0n. r;c • Designer , j nC_ #bedrooms _ ! `1 Approved design flow .3.3 U gpd The issuance of this permit shall npt be co strued as a guarantee that the system ill func;o. i ,ned. Date Inspector I--------,------- No. u ( 2 I�l Fee /1/U THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS 30isposal 6pstem Constructiontrandon( Mit Permission is herebyrant to Construct Repair( Upgrade g � ( ) P ( � Pg ( ) ) System located at 93 la&C—lop 0604 and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Cons"ctio must be completed within three years of the date of this permit. Date / ( � I z. Approved by , /C JUL-20-2012 07:45 From:BORTOLOTTI CONST 5oe4289399k To:15087906304 P.1/1 FROM :down cape engineering ine FAX NO. :15083629880 Jul. 19 2012 84:01.PM P1 i i � R4:AiaR°aA9La�, y . "ChOmIls A'1Ca�ff�K;Olin ilr��o+�olr 200Mfliu ShlOt(,A4yamnAr4, MtlA(12601 0111ca° SOO 862,4644 Fa;c: Snri 7 U�5J(r4 Tnsfiaioa:nw&Sfd a; l'sax� �ia°aai��aaa lFuu m Dade*: ,. / °/r � $mvese 1PermiO U/d•~ �AA-sma rlI KIPT areel /Pill -/ O ��1.+ 1' t¢��SGlI� � Ns15 i�surrl tl permit tca ii�xls�ll ri �Gi�alea) (insts�Ilt_T) str-Ptia syssterrt d. _ ea COl bi sui ou m,rlmi p drawn ley 1 rmttidy hit the gqitac sr trsm.referenced abovo wily a muy trf anl»ni luly tul"Oriliit, to tlxr, rlas�ib;ra, which msY Lrtn.l.rsrlc; itznz a.�T,T�raed churlKr;h sarh la,telaJ, .relr�cxdon of thf, diArlb-dir)11 fox'F3M/t,�t,-VUrz ttxik° i Y e:ortify that L. ti ;t- tic' $y.9te1n. ,rrferr.�"1 ren ahove. wici nt:;(Ab d wilb m4inr chuTigvs (i-n. VAe9,tm'rthmi I G' ZLemg.' re.lornni,on.a°if the .'`ip1j1 nr any vtm,dcmi.l'0csiimi of any 4Qi4voucmt LftUr. Septic qr..mm)Kit iu with tatr,fit;L.Oral Plaia revi9znr of r,P�'Gi irrl v�h�uIf I}y M'jUneT to FnLlnVl- ��K DANIEl.A. eta OJAi.A (1nRttill�sr'� u e) CIVIL _ .. No 46502 s 3 T � / AX 'UNA (JJr.G1pur .R%iPI)Rtlim) (A, t17tbDi ��� N si32Z 1:.tecm) FLIk :...eHuG'�i,ZTI` IY:� AeiL}� PL. 1�p1id�.1,>l �h I�;Id➢N. t: .I: .. t;C�M17L' , �'+. 1?IrrL1. �v L 'ra ��67Frr T°1T! 6�r'r_�3tdTI� '.¢' .Q Ardu A'-BUIL,' , I, i �eF � �_:>��, �!ux-4W ivy- x n�r,r�r: .ar,'rx ;VP��c �v. .:�ZA , i 1` r �• ��H�rat - /. Towu of iDepaekai7Gaat of Regulatory Services Public Health-Division Dante \ 200 Main Street,ldyunuis MA 02601. . � W, Date Scheduled 1 ihie �. Fee Pd. �` 00' d� Soil Szli ability Arse' 'snzen tfor Sewage Disposal Performedd3y: Witnessed By; V -LOCATION , . G0ff41&I ][l�T)E'0RiV.i'''�'1I ION Location Address Owner's Name • Q.3 �CaCL7 .CB wrf + �Cr" �j(� Address a / I` Assessor's Map/Parcel: Epp 3a`[ Cngiucer's Nauto » � Y r NEW CONSTRUCTION REPAIR /y Telephone It. (1--56V ��d� `j'ilt, Land Use / Slopes(%) `— Surface Slunes �'�'�'��'�1 Distance's frown: -Open'Waler Body 7 Zak It Possible Wel Area > 9 4?l Driirking Water Well ft r .. "'��� Drainage Way Ft .Propei ty Line �d K Ft, Other + + Ct S KE'7 CH.,., (SLTeaL came;dimensions of lot,exaGE locations of Iesl bales&pert tests, locate wctlands'I F n proxinuly to holes) Cc).� T 0 I� CD C� 4 I C.- I 0 o t tCIO , ti r lY® - r t z� zo i Parent malcrial(geologic)_�ICtiGI I(� 'M V r Depth lq QudrUelt / U '` _ ,--�-�. ......-.��, - ...._,.. _ --- ter.-__4.,-�.--sue - ,-, � �.a.._ � � ,:��.. ......_.<...:• - ,==-.�.� ,-.....=,.�`'.:� -. -. -- „ Deplh'Lo Groundwater: 'Standing Water trr 1101e: �—�V� Weeplhg 00ill Pit F(tr;e N V Estimated season Ial High Oioundwater UJ sIl/C.6vRJT erec4 e ��llILI DETERIMINTA7C][ON FOR HIGH WA71']UR TABLE Mclhod Uscd: Depth Observed-standing in obs.Ifole: _ la, Depth tU s4)I Ikl9lll5i:.r _ lu, Dcplh ta-weeping,from side oFobs.bolt: p,II1, dYuuiidwaler AdjuS(htent,_' Indcx Well 9 'reading Date; Index Well levnl Adi;fllClbl' z_ Ad(j,CIVOL E1Wuter Uvel;� 4-i rLU10- Observation Holy tf Tiliw lit 9" Depth of Pere L Tlirie a(6" _ IV C " Slat!Pre-croak Tinie @. Time(9''•6') - End Pro-soak Rate Min,/Incl1 Site 5uilability Assessment: Site 1'esseil V SiLG Failed: Additional Te5ling Needed(Y/N) Original: Public I-lenith Division Observation Hot*Data To Be Coriiptt ted on Lack--=1�-:-- ***lf percolation test is to be coaiducted wilininn 100' of weltla nd, youa unu>!sit fiirslt Uotiry Itlae. _ Y��arnst�able Co�seq~vl>.tion Y�ivisioii 7t Yel�st onle (�) �eeYc ��ri®n- ko l➢�egi,auo.niva�. ,� r ,�, • Q:\SEMC\i'LIZCPORM.DOC Dcplh front R HATIO1d HOLE LOG ^>t Soil Horizon Soil Texture Color Soil 1:10le # Surface(in.) Soil (USDA).. � (R9unsell) Other Mottling (Structure,Stones; Boulders, + A S i41 y/� Con istenc o ravel c DEEP O-BgpRVATION Depth from Soil Horizon HOLELOG ]Foie? f Soil Surface(in.) Soil Texture. Soil Color -- (USDA) (Mansell)D.� MottlingOther (Structure,Stones Boulders. Co�sistenov 90 Crave') y°-izv 5z- Depth from Soil-HOHzon E LOG Hole # 3 Surface(in). Soil Texture Soil Color. (USDA) Soil ) (Munsgll) Moftling (,!,tructurc,ther SloneS,Boulders. Consistenc �� ` SL ' �G y,�y �- zq �3. y- sao SL /U Ye 52- AY9�/y ---—— DREP Depth fi-om Soil Horizon LOG. Dle'�}` Surfaca(in.) Soil Tcxtiire Soil Color Sall (USDA.) ., (Munsell Other Moftling (Structure,Stones; Boulders, Consistenc— l y OrayG� ----9 ]f V®off 1(�sunu�auee��(<e Map. Above 500 yearflood boundary No Yes/\ Within 500 year boundary No witllin Ino year ncedboundcry No� VeS y liD Rt➢>I ofEajM➢➢y OoCua>r>rn_ng pflivious materigi Does at feast four feet of naturally occurring pervious material exist ill all areas observed throughout the aa-ea proposed for the soil absorption system? If not, what is the depth of naturally occurring j)Prvious marel'it31� �'�emt➢'&'icafcialr➢ .� A certify that on G qL' (date)I have passed the soil evaluator examination approved by the DepartmIent of Environmental.Protection and that the above analysis was performed by me consistent with Hie regtaired training, expertise and experience described in �10 CAdR 15.017. Signature C;� Date 7 . Q!\S0PTIC\PERCC0RM.D0C a C4 m LLI IL IL 1 ----Ld i a Q J I DIL i Q 5 M m CN CO Co m } �� m L\ N N � J 1------------- Q7 � m D r N M m N m ' e-I N m I I LOCATION SE GE PERVIT 930. L-o 7 Iota co.-- L o -,2 T VILLAGE `J 112�vy INSTA LLER'S NAME 6 AD:.DRESS E7OW LA:Q 1,f1jy5 7-,2c D U I L D E R OR WHO I�DA T E P ERMIT I S S U E D 7 _ eDAT E COraPLIAPICE ISSUED_ /�?:/5. ` :2-- 1�4 7.f v r 3� f I Q ~ 9 No.. .�-.532 Fps... �I................. THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH (O ..................OF... A. 5-741. .................... ,� �ir�a#iaaat for MivasFal irk Tonfitrur#ion Urrmit Application is hereby made for a Permit to Construct (i'I'lor Repair ( ) an Individual Sewage Disposal System at: ............... , A�...... -aa....:T................••... .............................. R ..:� ....................................... r Lot No. .il X li�J4c1l T!_/ Locati :Add..... -J I r................ I!\.----� ........ ..... '' J Owner Address W ..................1/. 're hL .c•••---..................................•- Installer Address d �. 46 �y 0 Type of Building Size Lot.._...........................Sq. feet U Dwelling—No. of Bedrooms................----_..---_._ -Expansion Attic ( ) Garbage Grinder ( ) �+ Other—T e of Building No. of persons............................ Showers — Cafeteria Pa Other fixtures ............................ W Design Flow....................................5?gallons per person per day. Total daily flow...................330............gallons. 01 WSeptic Tank—Liquid capacity/QO�.gallons Length,?...fa..... Width./ .//O.!eDiameter................ Depth_..4........ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No----------_i......... Diameter'...W___-------- Depth below inlet.....% .._... Total leaching area...Z.Z9...sq. ft. Z Other Distribution box,(%-I Dosing tank ( ) Percolation Test Results Performed by....Cl e110........ __.---..e_-----•-- Date__. ..�.11:" ..___.... Test Pit No.3.....4Z-_minutes per inch Depth of Test Pitl(e.o........ Depth to ground water........................ f= Test Pit No.4_._.&.Lminutes per inch Depth of Test Pit__1_54°..... Depth to ground water........................ a t� " _ U T_57'- tGa,c. .._ .. .y..._0.11.1' ._.._..._S-G2 M Z..........4Q. ....--Cl_.JO...q 0 Description of Soil..FIN IE..._ ...'k-S.AWJ0... �!!1.1_ .......... ---Hlol t -�'„---- L.i-lrw . (il _"f tG--r----- S&1`�`D, �°e�`�.. ...... ED.._5M40..)---.���._�Q12_o1 ��A� �IY�.._FINP�..Y!_�r.N� SA0 bi U Nature of Repairs or Alterations—Answer when applicable----------------- ���� ,�' `� N��• sAi l D --------------------------------------------------------•--••-•-------- •------•--------••......---- -•--•- -- •... ---•- ........................... --•......--- Agreement: The unde a e o installvhe aforedescri d Indi dual/ew�age Disposal System in accordance with the provisions of iI.I _ o e-� Tboardhealth. agrees not to place the system in operation until a Certificate of Compliance has beenAissbyealth.Signed------••-- ------ ----•----•---•----••--• '••--------- --.e....•.....-•-- D toApplication Approved By---••-��A-- 1 ---•- -------•---•- DatApplication Disapproved for the following reasons------------------ ----------•---•-••--•--•--•---•••-•-•-----••--••...---•••••............ ......--'••------------------------------------------------------•---------------------••-----------•---•---------------....----------------------•-------------------....----------•-----•-............ Date PermitNo......................................................... Issued....................................................... Date NO.._,$..Z.-_532 Fps....`.. ............ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..................OF. Aji;ifiraftou for Uhipooal Works Tom5trurtion "truth Application is hereby made for a Permit to Construct ( �or Repair ( ) an Individual Sewage Disposal System at: ---------------? � " , ±---. __._.. ...............7 ....................................... 7 v•--------------------- -------- - ------------ Locat/ior. Add res"`,w, •» or rLot No. ._........-:7--1{ :?,=sf/; :!s�:.!..__..L' ......._:.:?.PY_ f.:.. ............... ..�'� {_F e A`.., ...................................... owner Address a ----................................................ ......................................--.......................................................... Installer Address dType of Building Size Lot...._p_`___________..................____Sq. feet U Dwelling—No. of .Bedrooms................'9,.�_....................-----Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) P-I Other fixtures _....-------•-----------------------------•--- W Design Flow.................................... llons per person per day. Total daily flow....................-:�e ........... WSeptic Tank—Liquid capacity_f _gallons Length,?V z.". Width._q_f SO.'Diameter________________ Depth___ !°_�.... x Disposal Trench—No_____________________ Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No............I________ Diameter____. C�._____.._. Depth below inlet_____ :_�a'�..__ Total leaching area.... _.sq. ft. Z Other Distribution box ( V) Dosing tank0-4 Percolation Test Results Performed by____ ! .__...... f=? .'..'_ _.:'!` . .________. Date___ '_Z.__.._.. Test Pit No.3...... '_2-__minutes per inch Depth of Test Pit__ !`± _!�.____ Depth.to ground water________________________ (14 Test Pit No. t__4_2—minutes per inch Depth of Test Depth to ground water________________________ O is j..i° .. t-fii Description of Soil-e)A! �:t ry-#1 <il.}1 , lea +ll 1 i 7 't"L ....5 -l.Al 1 7 M� 1 t f• r , 1a. ............................ .... . pt��'�'7 w,1,t a.�n •---•-- - t L.. t �l rQy 1 F t;� - W ................a ' T-------5-AP0_a _-f,:t8 ' _.6...... xi ° t'JGy+: ..r l�.�� s I I✓��L�. a`i A.l#��~ U Nature of Repairs or Alterations—Answer when applicable.......................................................................................... ..-----•--•-••--•...................••••------••-----•----•--------•---------------.........••---------•---•-••--•--•----••-••••---------•-----------•--•-•---••---••-----•-------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITIS 5 of the State Sanitary Code— Tie un ersigned f rther agrees not to place the system in operation until a Certificate of Compliance has been issue y t oard of lth . •� Signed... . -------•-•••-•-•--•--------•--•---•-•-- Application Approved B 9/ Date Application Disapproved for the following reasons:................... •------••-----••-•-•--•-•-•-••-•----•-••--............................................ G Date 3 -- Permit No::...................::................................... IssueL....................... .......................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH . . :. . ..............OF......:1.:.�t . �':.1`� [ �%-Pi..&?1.:..E ............ ,... Tirtifirttlp of Totnp.lianrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( V)'"or Repaired ( ) by.......................................l. Toti,N .--•-•---•---•-•-•--•----•---- ? , Installer at--•----..-�'•=_---• f i " �C: ) �3--•--•C c � ! Z--------------------------------------------------•-•-•---...---- • ........has been installed in accordance with the provisions of TITLE r of The, State Sanitary Code as described in the .- ' application for Disposal Works Construction Permit No_____________________"____ _—__--->....... dated----------- .................................... THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector........................................................... ........ THE THE COMMONWEALTH OF MASSACHUSETTS _ BOARD OF HEALTH .......... +l .t ..........0F.... ? r� "�.I!.'t. .� "...................... No....�.........�r.�. FEE...:...f............. Disposal Works Tonoat ion Trani# Permissionis hereby granted.............................................................................................................................................. to Construct ( 41or:Repair ( ) an Individual Sewage Disposal System Street as shown on the application for Disposal Works Construction Permit No -------- ___ Dated.......................................... ----- ?--/ /- FORM Board of Health DATE.. ------•--y 1255 HOBBS & WARREN. 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RM04rb i� C t,4, ,9 tS :i�rual:, r ;�►��� r� . > tY No WA I �x�'� W(-� ��� �►��' pt � '. iJJ�l31�17♦ R�. 0 itk��il���'✓�. r. ., 0- �i ari► (_r " 'I,, T „►� • ter.. ��+. �.r. +.r. ..,+q;r�+ q —+�ayy??—,J�+�+��► ...� ....� t VAAr- , J • i + s i '' • `_ E GIN E ING. DES_ 1GNING �tBLINGOVA .` w _ • ,t � . t • �?ENNIS MASS , pp O .,. , r fM'." � . ,�4 1. , C: • . k •t,{Y�G r ' ,_.4 } ..'� f S .I ♦ ' - `$, }� •. 1 14; ['}t 4 +{ .��� Y.. ,r � r � f.. !a,• r (ti tk - •.1' , .' r. pY' fii . _ .•y y jy r-. �; .: 3^�, e - «' 5 . 77 EXTERIOR NOTES: - GOLEMME MITCHELL ARCHITECTS,. LLC •VINYL SIDING AS DEPICTEDo'RE9IDENTIAL .REFER TO BUILDING SECTIONS FOR ALL EAVE DETAILS' i •REFER TO ROOF&CEILING FRAMING PLANS FOR ALL ;,, - - _ �'•• 'a 1 a�- • ROOF PITCH AND RIDGE VENT LOCATIONS ' 4� 'J, Y.. • o HOSPITALITY FLASHING IS REQUIRED FOR ALL ROOF TO SIDING - f • CONNECTIONS 't`' ' -CORPORATE -- C Q1,a2, - g . •GABLE END AND EAVE OVERHANGS TO BE SPECIFIED BY GENERAL CONTRACTOR •GRADES WILL VARY AS PER SITE CONDITIONS - CUPOLA BY G.C. CUPOLA BY G.C. - §p o COM M ER CIAL =12 = = 12 _ _ — `Q 3± 6 WILKINSDRIVE: SUITE 210 9 Y2±'� - ..a,...•�-.� 9Y2-�- _ _ a .: `Yt �: ' PLAINVILLE, MA 02962 .. 508-809-3509 _ --- ,r 1 1 I I s • , E _10 - oaooa IiLll . LJ[ t t : I 5 3' 1 g fJJLLti ;L El ED❑�� I i+ ... �a� 1_II[L !.„�!a tLU_ L.J_YI • - � �D� ----- � !,1:.,1 ~ i FRONT ELEVATION i i �1 RIGHT ELEVATION i, , € I + i I. ° • - +: --------- ------- -------------------J . F L.L---.--------- --.----------- -------_J ati L G ° x - ' •. ='�ti ALL CONSTRUCTION SHALL COMPLY . WITH THE FOLLOWING: ..-• - _ r , , w' ..3 _ §a 1. 2009 International Residential Code for One , .r- - and Two Family Dwellings. - 2. 780 CMR-MA Amendments to the International Residential Code. - ' .. ' - . _ • _. - _ 9 3. WFCM:Wood Frame COn61NCtlOn Manual - _ for One and Two family Dwellings.2001 .'� - • s _ - .. _ ^ i '� Edition. ,a: s� . 4. WFCM:Wood Frame Construction Manual guide to wood construction in high wind ' ` '- + • ,,. ' '" '. '�' «t ^+� ��p � areas for One and Two Family Dwellings:# - r r;. • r. ,. - et a •- s _ £ • ' ^" 5. Prescriptive Residential Wood Deck' • '' � '- - �� — � - � -_ Construction Guide(Based o he 2009 . • .. on n Intemation Residential Code.) ` CUPOLA BY G.C. - '42 - CUPOLA BY G.C. — -- ,s 12 BOUVIER - — .: �L,t� , 3� GARAGE ADDITION Lu I 93 BEACON CT. �• f[. 173 t i .!—:(LL!17[7: .LL!.L:_U :J Lt.l_,� [ J ((�� ,II ION u ! � :,LJ :� _ a1[Isu^ ,1C _LiI.!I I III !Yl ! ',] Jl_LJL 1 1L-L tip U 'u , !: LI I L.1_I�.LYt: _— �� , Z jj BARNSTABLE MA --- ll tl.11J� L - i '1 I t -1 ' L T K 1J ll� � L;-ii � ELEVATIONS L JL Jl Ji�j t till, I.I I Ll L i1�1�LL L ll�L' L1iL I' il t U BUILDING 1 - _ ! !`[ ERR ' ;� ' �L 1�_LLIIIJ L:l . LL' ILIiJ 1�� I f�`�YI�'`` '::F'I i� I ..11 � � ,i ,�' � ��'�"� ...• l �Jb1! :[ tT -u' [u I l ..f.l._ I u. l I y r n1Llt l>- �u - - I'LLD� •.,I ! 1 !-�:.:1,J I �`�JiLt � ll-;I.I . � 1.i_f11 11!!!Il ii il� l'L.!>( ! I it T, Lr�.1 'uLt 1 1JL{L � i. -' !LI. Date Revisions - ° JJ I�-- .�; uJ _ �0 ?.1111L iq U, u Ji_ 1 1J I 11,1 1l LI;dll J 1 t �I LI' L I� JI,i'Ll Wl 1.1L .< 1 �1 - • . a !r .I ,I: !rl -F,I FI•i' ! I !I'I l !.i i' !.i 11 ! I: TI ,.I: f'•I a !u I! It (I'-lrll it c REAR EILEVATION y: i . . � � �YLEFT ELEVATION a {{ I I I t' l-I'-------— ------------------- --- ---� rl------------`---------------------= Scale:. _ - `AS NOTED .. ------------------- ------- O Date: _ 1124/14 Drawn By: JO ro • - - e - a'Checked By: ccM Z • - _.. • •. - • - u Job Number: 14144 .� 1 • - - -Drawing:- W 2a'o^ GOLEMME MITCHELL ARCHITECTS, LLC RESIDENTIAL 1 54Y2 X 44Y2 R O. -G.C.TOV I.F. B HOSPITALITY --_n - DOOR SCHEDULE MODEL OTY --- -- --- --- I _ _-._ __.__. .:-�„F *CORPORATE x<xxx rxxx, zx xxxxx.: rxxx x t 2'-8•xs-e•gLITE t - - --- 1 I t4 - WORKBENCH a ' I I t- - -- 'I, - I I COMMERCIAL WINDOW SCHEDULE.- - ._ { `) I I FLY TYPE MODEL OTY ROUGH OPENING' ` I _----_J I I ` fD+.. , •: ti v I r 1 I' b } r LVL b O 6 PLAINVILLKINS DRIVE: SUITE E,'MA 027621 D. A DOUBLE HUNG 2446 5 30 X.X 57$' I I L J FOOTING BELOW f I m 4I a HEADER O ! ,D x SOH-809-3509 B SLIDING BY MANUFACTURER say,•xasg• - 1 14'-6" BEARING WALL - I ? ( - _ ABOVE 30Yz"X57Yz'R.O. C DOUBLE HUNG 2446-2 2 68 Y•X 57 J�'- ` 1 I - i �n •1 I r '.4-6. 23.76 � Q.C.TO V.I.F. 1 I r e 1 -PROPOSED WINDOW SIZES AND MODEL NUMBERS SHOWN,FINAL SCHEDULE BY Q.C. I I _ I F -G.C.TO VERIFY ROUGH OPENINGS WITH MANUFACTURER - o Z Z I 1 - PROPOSED I i.' b - " o -EXTENSION JAMBS REQUIRED FOR WINDOWS LOCATED N m o wI 1 I I (0 - Q PROPOSED m •Tp _ ' IN 2x6 AND 2x8 PARTITIONS - -F U al I - FOUNDATION I I a I. -SLOPE GARAGE FLOOR SLAB TO ddittt �I r rD 2-CAR -GAR AGE GE � • I I OVERHEAD DOORS AS REQUIRED I I - - - - •"" - I x n a. DOOR TAG(SEE SCHEDULE) - 1 I -MINIMUM ONE LAYER OF FIRE RATED < ,, a, _ a r. • r', e ,•,�,. . .r GYP.TO ENVELOPEENTIRE GARAGE. 1 I ? I °' E , OA WINDOW TAG(SEE SCHEDULE) I I « s ,4, t 1 Q: <. r _ F •b O , 0 PHOTOSENSITIVE SMOKE DEFECTOR xs. s °I 1 - '• - I - t. °M 1 e Oc COMBINATION CARBON MONOXIDE AND SMOKE DETECTOR I 1 1„ _ 10'CONC.FDN.WALL T .: ? O°X'E'-O°O.H.DOORS Y 0 135' HEAT DETECTOR _I i - - }• - . � �, I - W/3-2X12 CONTINUOUS, I L-------------- --------==------u I I HEADER ABOVE' �t _ 70 _ to _ ! - --A - S o FAN/LIGHT •. .. -.- } � x - --- ----------- ------ --- ---- ., . NEW 2X6/2X4 WALL PARTITION .. 2'-5" 9'-8° .3,-10. 2'-5` - -- T-3` 13-6° T-3° - - - CONIC.OPENING CONC.OPENING € - vi i•/i LOAD BEARING WALL 28'- ¢ n FLOOR PLAN NOTES: \ �� FIRST FLOOR PLAN •3-2X10 HEADERS ABOVE ALL EXTERIOR ROUGH OPENINGS 1 F D U N DAT 1 D N P LAN '- ' _ UNLESS NOTED OTHERWISE.REFER TO _ -- •: - - - - ry- �a COMPLY ALL-CONSTRUCTION SHALL CO . INTERIOR/EXTERIOR HEADER SPAN CHARTS. '`.:: _, a-' _ - - - - _ WITH THE FOLLOWING: , •CLOSET SHELVES AND POLES BY G.C. + x 1 .. �• 1. 2009 International Residential Code for One ., ..• - r '�. - + •w• `; and Two Family Dwellings. ,> n •2X6 EXTERIOR CONSTRUCTION. , - ;: ._ ..- r. ^ ^ °' - .. .. . - 2. 780 CMR-MA Amendments to the ^ - •SEE N1 FOR LIGHT,VENTILATION AND HEATING NOTES.-,- x - _ - pg'_p• - e ♦r. International Residential Code. ' a.-_,, s3 _ IW ' •ALL LUMBER SPF#2 OR BETTER. -,_ • , " ' r - '- _,, •• FCM:Wood Frame Construction Manual ° w , • - _ _ a, -• for One and Two Family Dwellings.2001 a ' 13-0 - - �° Edition. g 3 INTERIOR STAIR NOTES: 2'0 2a'0 2 0 8 •MAXIMUM 8 1/4°RISERS i _ 4. WFCM:Wood Frame Construction Manual-' _ ,a` guide to wood construction in high wind "' - •MINIMUM 34°MAXIMUM 38°HIGH HANDRAILS • • - - 8 - ' •" 2x12 RIDGE W/CONT.VENT m,. - areas for One and Two Family Dwellings.#2x10s @ 16°O.C. •MAXIMUM 4°BALLAST SPACING .• ' 16`70'STOCK „x .. 5. Prescriptive Residential Wood Deck Construction Guide(Based on the 2009 FOUNDATION NOTES: ` ;�^� 12 - > Intemation Residential Code.) ` •10°CONCRETE FOUNDATION WALL POUR UNLESS OTHERWISE NOTED. --y •�.-�. 0 3'- - - DN 16R' x - ` 2x10s @ 16°O.C. r. h .FOUNDATION CONCRETE TO BE MINIMUM 3,000 P.S.I.IN 28 DAYS IN --,--_-t�, _ rn - ACCORDANCE WITH MASS STATE BUILDING CODE 780 CMR TABLE v '2X10s 16"O C." - LO 5402.2-MININMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE. • - - ?- - } BOUVI ER _ r "� HALF WALL 4T A:F.F. - k - x @ - @ ,- a •GARAGE SLABS TO BE MINIMUM 3,500 P.S.I. - 2x1 Os.@ 16'O.C. - r ,,ij�f 3-2X10 HEADER �� ^ � " ..,,�_ ,•y, r.. .. . . • ADDITION - •ALL FOOTINGS TO REST ON UNDISTURBED SOIL. 20'-O°STOCK - aT r v 12 - - - _ GARAGE ADD - 'f. •FOUNDATION WALLS TO EXTEND A MINIMUM OF 8"ABOVE FINISHED GRADES: w (:. p, I g i . _ 1 �- `� 10 s S 93 BEACON CT. , POLY VAPOR GUARD WITH JOINTS LAPPED NOT LESS THAN.6"SHALL BE - - '` k -� e �. ^',' I' ' ,,;-4. ,_ - •6 MIL.PO L _ i' ' a SECOND FLOOR _ ._ PLACED BETWEEN BASE AND SLAB. -1.I � ��• I .. " .. .- I � BARNSTABLEr MA 4_ � 0 3 j -J k. • " n •GARAGE SLABS TO BE MINIMUM 4"THICK ON MINIMUM 4'GRAVEL. 'SEE RAISED } " �II W HALF WALL' -BACK FILL SHALL NOT BE PLACED UNTIL WALL HAS SUFFICIENT.SRENGTH EAVE DETAIL ., PROPOSED42'A.F.F. wSYSTEMS TO BE PROVIDED AROUND BOTTOM OF F N ATION TO BE _ � DRAINAGE OU DSECOND FLOOR FIRST AND SECONDDRAINAGE TILES,GRAVEL,CRUSHED STONE DRAINS,OR PERFORATED PIPES. OA•20°X 10°CONCRETE FOOTINGS WITH 2"X 4"KEY WAY UNDER ALL CONCRETE [2]2x6 TOP PLATEENGINEERED LUMBER @ 12°O.C. - - _ _ FLOOR PLAN, FOUNDATION WALLS MINIMUM 4'-0°BELOW GRADE.DAMP PROOFING REQUIRED FROM TOP OF FOOTINGTO FINISHED GRADE. - PROPOSEDF.C.H. FOUND ATION ANDTOP OF ALL SONOTUBES AND ENTRY LANDING WALLS TO BE VERIFIED IN FIELD 2-CAR GARAGE - -2x6 WALL 1 °o _ ` BUILDING SECTION GENERAL NOTES: @ s •OWNERS AND GENERAL SPECIFICATIONS PRIOR TO CONTRACTOR ONS RUOCTION.LL REVIEW ALL PLANS,NOTES AND • ' BEARING WALL _ ° _ I 5'-0 KNEE WALL Date Revisions " •ANY ALTERATIONS TO PLANS MUST BE TAKEN UNDER THE ADVISEMENT OF GOLEMME MITCHELL ARCHITECTS,L.L.C. P.T.[2]2x6 SHOE _ '•-' - _ - 3 `CONO.SLAB k •GOLEMME MITCHELL ARCHITECTS L.L.C. AND/OR CRAIG C.'MITCHEL ARE NOT Y _ LIABLE FOR STRUCTURES BUILT FROM THESE PLANS. GRADE _ _ a �,..••' a •O.C.MUST COMPLY TO ALL STATE AND LOCAL CODES,LAWS AND REGULATIONS 1 O"CONC.FOUND.WALL - . ... ,:FOOTING BELOW `• ',. - ,. -- pp - fl .ALL DIMENSIONS TO BE VERIFIED IN FIELD. 20°X 10" - t ` ' BEARING WALL - •G.C.TO VERIFY ALL EXISTING SITE CONDITIONS. CONT.CONCRETE STRIP a .ANY REPRODUCTION OF PLANS WITHOUT WRITTEN PERMISSION FROM GOLEMME FOOTING w/2X4 KEYWAY. - c c - $ MITCHELL ARCHITECTS,L.L.C.,AND/OR CRAIG C.MITCHELL IS PROHIBITED. MIN.4'-0°BELOW GRADE _ t 4'-0" 4'-0' 4'-0' - 4'-O° - •ALL ON SITE WORK TO BE OVERSEEN BY LICENSED CONTRACTOR. - - - # •ELECTRICAL,HVAC AND PLUMBING PLANS TO BE PROVIDED BY LICENSED 8'-0° 8'-0' 8'-0' 2'-0• - - CONSULTANTS. DING .SECTION 2'-0 Scale: A$NOTED c7 •ALL PAINTS AND FINISHES PROVIDED BY OTHERS. • ' —sGALE:ila. - ------ -- < BUIL •ALL SPECIFICATIONS TO BE VERIFIED BY OWNER AND CONTRACTOR. t - • '` 28-0' Data: - 1124/14 •EXTERIOR WINDOW CASINGS PROVIDED BY DESIGNATED LUMBER YARD. - - Drawn By: - JD m •FIRE STOPPING REQUIRED-SHALL CUT OFF ALL CONCEALED OPENINGS,MINIMUM - SECOND FLOOR PLAN a Checked By: CCM F 2'NOMINAL LUMBER REQUIRED. ' _ _ e N • ,• u b Number.-_ 14144 • t Drawing: cr A2 k , _ GOLEMME MITCHELL y NOTE:ALL ENGINEERED FRAMING ARCHITECTS, L L C MEMBERS SIZED BY SUPPLIER OR ,�•„` +. - - LICENSED STRUCTURAL ENGINEER. -RESIDENTIAL ' y - - I r •- CALCULATIONS PROVIDED BY SAME. _ - d SUGGESTED SIZES AND SPANS SHOWN TO BE VERIFIED. o-HOSPITALITY •CORPO.RATE ' o.COMMERCIAL CEILING FRAMING NOTES: + 12 j / / // ' / / / +yam - 6 WILKINS DRIVE: SUITE 210 i •SEE FLOOR PLANS FOR DIMENSIONS r - + 1O / y2./ >f , - PLAINVILLE MA 02752 •20 LBS./SQ.FT.LIVE LOAD -" ' / / / / ,e' •10 LBS/60.Fr.DEAD LOAD // / / / , ./ %!i3s/ SOB-BOg-35D9' •SPRUCE-PINE-FIR#2 LUMBER OR BETTER / •SEE PAGE N1 FOR ATTIC ACCESS NOTES _I.NL HEADER - / / ✓ / ,/ _ A LOAD BEARING / !/, //2x10s @ 16"O C.//, / ,'/ , a / / 16'-0"CLEAR SPAN,18-0"STOCK / f- b WALL BELOW r ROOF FRAMING NOTES: // /' ' _'• co RAFTER SIZES AND ROOF PITCH AS NOTED •ROOFING SHINGLES SPECIFIED BY GENERAL CONTRACTOR / 9 - •ROOF VENTS AS SHOWN 1/2 / / RIDGE VEMS AS SHOWN(SET RIDGE.DOWN 2 FOR PROPER AIR� �' .- � ' �' - � / � � i ;1 /� / F - ,�FLOW) ! O•WATER&ICE BARRIER TO COVERALL HIPS,VALLEYS AND ONE COURSE UP FROM EAVE - •EAVE AND GABLE END OVERHANGS BY GENERAL CONTRACTOR; _ .ENGINEERED LUMBER @ 12°O.C. r . - _ ,'w .:•MINIMUM 35 LB SNOW LOAD SUPPORT m'•' SIZED BY SUPPLIER ' _ - .2x10s @ •SEE TYPICAL EAVE DETAILS FOR ROOF TIE DOWN REQUIREMENTS - - OVERLAY r1o."', 20'-0"STOCK . L FLOOR FRAMING NOTES: L RAFTERs •2X10 FLOOR FRAMING SYSTEM - - - - - - - . .2X10 RIM JOIST TO SURROUND PERIMETER OF FRAMING SYSTEM: 3-2x10 HEADER O•SOLID BLOCKING ABOVE ALL BEARING PARTITIONS AND GIRTS. IO Y b £ : -U IIII III U II•CONTINUOUS BRIDGING AT ALL MIDSPANS. p Y p Y io p•DOUBLE JOISTS AND HANGERS AS R I - U U EQU RED' 11 b yII I II co SEE FLOOR PLANS AND FOUNDATION PLAN FOR ALL'DIMENSIONS. g b I a - - • :C, •MINIMUM;1-AIRSPACE BETWEEN ALL MASONRY AND FRAMING.`' - , - " v , - � - - - '�s � .III o`• � N rb •21 II g' ro GENERAL NOTES: III Y2- I I 2 10 o N sYzm I I ' •OWNERS AND GENERAL CONTRACTOR SHALL REVIEW ALL PLANS,NOTES AND • - - - SPECIFICATIONS PRIOR TO CONSTRUCTION. "' •' Y ` •ANY ALTERATIONS TO PLANS MUST BE TAKEN UNDER THE ADVISEMENT OF`' °''• FLOOR JOIST BELOW a ]!.,, FLOOR JOIST BELOW - DORMER WALLS DORMER WALLS - - `4'-0" 4'-a, - - 4'-0" 4'-0° a ALL CONSTRUCTION SHALL COMPLY _ ' GOLEMME MITCHELL ARCHITECTS,L.L.C. ; WITH THE FOLLOWING: •GOLEMME MITCHELL ARCHITECTS,L.L.C.,AND/OR CRAIG C.MITCHELL ARE NOT. ' - • •` - ➢ 1.: 2009 International Residential Code for One LIABLE FOR STRUCTURES L ILT STATE AN THESE PLANS.- _�, FL❑❑R, F•RA M I N G PLAN. - ' �� Rend Two• •a- .' _ •G.C.'MUSTCOMPLY TO ALL STATE AND LOCAL CODES,LAWS AND REGULATIONS s'. - O O F F I 2. •780 Family Ameendments to the - �' ,. - .•ALL DIMENSIONS TO BE VERIFIED IN FIELD. ,- ` , - - • scnLE:t/4• r-o• r-., SCALE:1/4•=r-o+' • .+ °. International d Frame Residential Code �...�,. • a . RAMING PLAN G.C.TO VERIFY ALL EXISTING SITE CONDITIONS: - . ' • - ' 3. WFCM:Wood Frame Construction Manual •ANY REPRODUCTION OF PLANS WITHOUT WRITTEN PERMISSION FROM GOLEMME _'` - ,. • .. - $ for One and Two Family Dwellings.2001- _ 'MITCHELL ARCHITECTS,L.L.C.,AND/OR CRAIG C.MITCHELL IS PROHIBITED. _ f i' _ _ ___ • Edition. r - ,..:__ •! „' '' •ALL ON SITE WORK TO BE OVERSEEN BY LICENSED CONTRACTOR. •'• a _ - Wood Frame Construction Manual ` ` - -ELECTRICAL,HVAC AND PLUMBING PLANS TO BE PROVIDED BY LICENSED 12 4 guide de to wood construction in high wind �' '° •.. CONSULTANTS. 10 areas for One and Two Family Dwellings.. • - '•••ALL PAINTS AND FINISHES PROVIDED BY OTHERS. - --___ _ _ Construc Residential tion Guide(Based Wood nDthec2009 • _ - •ALL SPECIFICATIONS TO BE VERIFIED BY OWNER AND CONTRACTOR. _ 2 •° •EXTERIOR WINDOW CASINGS PROVIDED BY DESIGNATED LUMBER YARD. - ' � - 5 Internation Residential Code.) •FIRE STOPPING REQUIRED-SHALL CUT OFF ALL CONCEALED OPENINGS, ' MINIMUM 2".NOMINAL LUMBER REQUIRED, r s JI 2x1oa@1s'o.c. -- _z =— "' BOUVIER 1` - _ --- — = .......... = -- GARAGE ADDITION a I 16'0°CLEAR SPAN,18'0"STOCK 2x RAFTERS,SEE -- a_3 - — -- 0 93 BEACON CT. t '. - -- - — a BARNSTABLE, MA 2x RAFTERS,SEE ' FRAMING PLANS FOR FRAMING PLANS FOR - • SIZING AND SPACING • t g 2z CEILING SEE - CONT.2x6 NAILER FRAMING PLANS FOR - 3-2x10 HEADER } .F I FRAMING PLANS . c -II y iI _ _ y �Y SIZING AND SPACING � � � I .'�-+» � k- SIZING AND SPACING W/HANGERS H2.SA HURRICANE TIES --__ _ _„� I A — . . •e, H10S HURRICANE WITH 10-8d NAILS(5 IN - Zi - I I ,-.--•- I - - . TIES @ 16"O.C.WITH _ Z•: .r .RAFTER&5 IN PLATE) 16-16d NAILS/8IN. — - II IpI I212x6 TOP PLATE RAFTER&8 IN STUD ¢O fpp FLOOR FRAMING,SEE - (2]2x6 TOP PLATE r tq ¢ FRAMING PLANS FOR 2x6 STUDS @ 16"O.C. - U 4 n; p b a :? �� • SIZING AND SPACING .� - -g' b_ _ ., ;.I n 1.; a x w.. r b OD `. .`,'. I i t -''6 6 M t „ -!' Y .Date Revisions a 2x6 STUDS @ 16'O.C. - a i- '>:, �I p -III ] i12 "� - 12 I' -I I - 12 - II�� sY27p 10:- � I� III 9Yz p 1 in TYP. RAISED EAVE TYP. EAVE �1 FRAMING DETAIL ' �1 FRAMING .DETAIL' 0 CEIL'ING FRAMING PLAN r SCALE:3/4•=11 ^ - O ` SCALE 1/4' 1'-0' / 1 � ROOF PLAN 3 .. - "r• a AS NOTED , D ... � Scale Date: 1124114 .Drawn By: JO O - _ Checked By: OEM Job Number. 14144 Z . _ Q o ui - - - . . • Drawing: m - A3 _ _ I _ r • y . s+ _ s Y , t c3o a R _ 4 r�- . � LEMME MC L L C L ARCHITECTS, o RESIDENTIAL - R603.9 Structural Sheathing.Structural sheathing R303 LIGHT,VENTILATION AND HEATING," » R506 CONCRETE FLOORS(ON GROUND R311 MEANS OF EGRESS' shall be installed in accordance with Figure R603.9 ) ' R311.7.7.3 Handrail Grip Size.All required R303.1 Habitable Rooms.All habitable rooms shall, R506.1'GeneralP Concrete slab 0n-ground floors R311.1 Means'of egress.All dwellings shall be _ bandrails shall be of one of the following es or r -H O S PITAurv,., and this section on ail sheathable exterior wall shall be a minimum 3 5 inches 89.mrn thick(for., m'x have an aggregate glazing area of not less than 8 (. ), ( provided with.a means of egress as provided in this"' .=provide equivalent graspability. - surfaces,including areas above and below openings percent of the floor area of such rooms.Natural expansive soils,`see Section R403.1.8).The .-.. section:The means of egress shall provide a �' - n'+ o C O R P O RATE + s ecified coin ressive strength of concrete shall be it ' 1.Type I:"Handrails with a circular cross section R603.9.3 Structural Sheathing Fastening.All,, w, ventilation shall be through windows,doors,louvers P compressive continuous and unobstructed path of vertical and , inches es and interior areas of structural sheathing or other approved openings to the outdoor air.Such 7 4 shall have an outside diameter of at least 1/.inches as set forth in Section R402.2. ' g g pphorizontal egress travel from all portions of the, (32 min)and not greater than"2 inches(70 mm).If': ?• Cl7M MERCIAL panels shall be fastened to framing members and openings shall be provided with read access or shall cons 1 Control Joints•Slabs shall be p g � p y ,', . . .: � «. dwelling to the exterior of the dwelling at the. tracks in accordance with Figure R603.9 and Table , otherwise be readily controllable by the building constructed;with controlloints having a depth of fi " required a ess door'wih'out'requiring travel the handrail is not circular it shall have a perimeter $ of least one Garter o the slab thicktess but not • throw h a garage. "` dimension.of at least 4 inches(102 min)and not :. 3 e P LAI NV I LD E, MA 0o22 762 i D R603.3.2(1). occupants.' ; q f 8 $ $ 8 , The minimum o enable area to the outdoors shall be less than one inch(25 min).Joints shall be ° " ' " greater than 6%a inches(160 mm)with a maximum . 5oe-eD9-3 soB For continuously-sheathed braced wall lines P z's aced at intervals not reater'than 30'eel 9144 Exceptton.Egress through the.secondary egress A •_. ,"'cross section of dimension of 2%.inches 57 min using wood structural panels installed with No.8 - 4 percent of floor area being ventilated. _P g f ( ' , ( ) -' '` mra)is each direction.Control joints shall be i door,required in subsection R31.1.2,may$include Edges shall have a minimum radius of 0.01 inch'• screws spaced 4-inches(102 mm)on center at all Exceptions. R ! _ . travel throw a garage rovided'the ara a has an;' t placed at locations where the slab width or $h $ $ P. $ $ (0.25 min) panel edges and 12 inches 304.8 mm)on center on "; 1.The lazed areas need not be operable where the = P $ ( $ P ? - exit door meetin the re uirements,of a secondaryt ° , ength changes..,..`. 6° intermediate framingmembers the followin shall „ s opening is not required b Section R310 and an `'„ ;g 2.Type H.Handrails with'a perimeter greater than $ P $ Y Exception•ControlJointsmaybepmitted , egress door. apply: ' a roved mechanical ventilation s stem ca ble of r'}. F • r 6'/<inches mm)-shall provide a graspable finger w .. PP Y pa when the slab.is reinforced in accordance e R311.7.4•Stair treads and risers.Stair treads and{' recess area on both sides ofthe profile.The finger p ,, 1.Multiplying the percentages of full height producing 0.35 air change per hour in the room is with Table R506.1.L Reinforcement shall be - ` •.,, : n , risers"shall meet the requirements of this section.For„ ,-recess shall begin within it distance of/.inch(19 installed or a whole-house mechanical ventilation,, he m' h �.. sheathing m Table R603:9:2(1)by 0.72 shall be r .. et placed at t tit dent of the slab or two w "' N,» t , he purposes of this section all dimensions and, min).measured vemcally from the tallest portion of, 4 '� = r, system is installed capable of supplying outdoor inches Sl.mm tom the to o slabs real r -- .- •�' - " ' '• - permitted. ', - ( ) P / g, e y.d ensioned surfaces:shall be exclusive of carpets, he profile and achieve a depth of at least She inch 8 "'`' ) • ventilation air of 15 cubic feet per minute(cfm)(78" ties 0 m im n• arpe _ P P ( ttom track attach 4o foundations or than four me (1 2 m)in thickness) ;, 7 2.For.bo ed rugs or runners.; min within/.inch 22 nun below the widest ,., L/s)per occupant computed on he basis of two', R506.2 Site Pre aration.The area within the ,' f - ', .,a.- } $ ( )- 4ramin below,the bottom track anchor or screw y p n , g. = : • occu ants for the first bedroom and one occu an for R311.7.4.1 Riser hei tit The maxunum riser hei tit Portion ofthe profile.,This required depth shall r P P ..- foundation walls shall have all vegetation,top soil, g g o r.; -,,- connection spacing in Table R505.3.1(1)and Table , -:. s to a level that is- i m each additional bedroom. continue for at least inch l0 mm le 1 t " d and foreign material removed_,, shall be 7314 inches(196 mm).The user shall be %s (. ) Y d R603.3.1 shall be multiplied by 2/3: , r` s - not less than 1%inches 45 min below the tallest 2.The glazed areas need not be installed in rooms 'R506,2.1 Fill.Fill material shall be free of measured vertically between leading edges of (_ ). - 4WOOD TRUCTURALPANELS. .. z- portion profile.The minimum width of the ,e •y R60 S •" ,_. �_ -t% adjacent treads.The atest riser height within an P P .- .. "'' "< �„ � where Exception 1 above is satisfied and artificial ,:: - vegetation and foreign material.The fill shall be •. J gre gh ,y _'* 4+`T. handrail above the recess shall be P/.inches 32 f ,'• R604.1 Identification and Grade.Wood structural-- :: - ` light is provided capable of producing an average •�• '- -....compacted to assure uniform support of slab, •r�,. flight ofstairs shall not exceed the smallest by more ( - $b P P P g $ . ,. a min to a maximum of 2%inches 70 min.Edges' _ panels shall conform to DOC PS I or DOC PS 2 or,. '> illumination of 6 footcandles 65 lux over he area"� "" and except where approved,the fill d the shall, x than 3/8 inch(9.5 min). ) _ ( ), ,y ( ) .,. eP P eP • shall have a minimum radius of 0.01'inches 0.25 when manufactured i Canada,CSA 0437 or CSA , of the room at a height of 30 inches(762 min)above '„ not exceed 24 inches(610 min)for clean sand or r" aR311.7.4.2 Tread depth.The minimum tread depth - r _ $ 4, `' P P 0325.All panels shall be identified by a grade mazk the floor level.. _ gravel,or 8 inches 203 min E. e' 0 inches 254 min:The tread depth shall •.: - t - . $m ( ) •, *. shall b 1 in h ( e p € ' + or certificate of iris echonissued b aria roved M p Y PP. R506.2.2 Base.A four inch thick 102 min base - „-. � :* •-i3i--.. : : '. b „ 3.Use of sunroom additions and: olio covers,.as ,. , .,--- ( ) be measured honzontallybetween the vertical , v. • 'a =F :'�y- , '1 rr _ �.:. agency.' = , °'• �, defined in Section R202 shall be permitted for course consisting of clean graded sand,gravel, of the foremost projection of adjacent treads and at a - R604.2 Allowable Spans.The maximum allowable - crushed stone or crushed blast-furriace slag right an le to the tread's leaden edge.The atest. P �'; ,natural ventilation if in excess of 40 percent of the 3g $ $ , R312 GUARDS ; spans for wood structural panel wall sheathing shall --v exterior sunioom walls are open,. or are enclosed only".` Passing a two-inch(51 mm)sieve shall be placed tread depth within any flight of stairs shall not 1 t exceed the values set forth in Table R602.3 3 e r'- on the prepared subgrade when the slab is,below ,% exceed he smallest b more than 3/8 inch 9.5 min.- R312.1 Where required.Guards Shall be located z •ALL CONSTRUCTION SHALL COMPLY ' no exce O r,., .by insect screening., Y (. ) - ,m de.;.' r along open-sided walking surfaces,mClUdmg stairs; WITH THE FOLLOWING: _ 't R604.3 Installation.'Wood structural oriel wall F, ", i + Consistently shaped winders at the walkline shall be e't_:2oos International Residential Code for one• "Y P R303 3 Bathrooms.Bathrooms,water closet Eacephon:A base course is not regwred' "' allowed within the same flight of stairs as. ramps and landings,that are located more than 30 sheathing shall be attached to framin in accordance • C i s a' ;: aria Two Family Dwellings. c $ $ a .• compartments and other similar rooms shall be ..,when the concrete slab is installed on well-drained•I rectangular treads and do not have to be within 3/8 inches(762 min)measured vertically t0 the floor or :2.•78o CMR-MA Amendnienis to the' ` with Table R602.3 1 or Table R602.3.(3).Wood >; s : international Residential code.'. ' O . provided with aggregate glazing area m windows of ,• .' or sand- vel mixture soils classified as Grou I A4 inch 9.5 min of the rectangular tread th. grade below at any point within 36 inches(914 min) E ' structural panels marked Exposure 1 or Exterior are >, ,, _ P ,, ( ) $ E 3. WFCM:Wood Frame Construction Manual ,_ �,, not less than 3 square feet(0.3 m2),one half of according to the United Soil Classification System � __: *: horizontally to the edge ofthe open side.Insect 1 -.K '• �. ,considered water-repellent sheathing under the code. M $ Y- " Winder treads shall have a minimum tread depth of for One and Two Family Dwellings.2001 y" _ - which must be o able. 'Pan _ rn accordance with Table R405.1.. " m 4• ,, "- �;:-` screening shall not be considered as a guard. Edition. •., «- •_ , , ; 10 inches(254 mm)measured between the vertical. x� , Exception:The glazed areas sball not be required `• $ a. wFCM:wood Frame Construction Manual y _ , il _, RS06.2.3 Vapor Retarder.A six mil(0.006 inch " planes of tlie'foremost projection of adjacent treads R312.3 Opening Limitations.Required guards t guide to wood construction in nigh wind. ' o where artificial light and a mechanical ventilation i 152 µin)polyethylene or approved vapor retarder x M R system are provided.The mrmmum ventilation rates = at the intersections with the waikline.Winder treads shall not have openings from the walking surface to + areas for one and Two Family Dwellings. Y P with joints la lapped not less han six inches„ r i tit which allow a f a r.. 100 MPH ' "•' R603.7 Jack and King Studs.The number of jack-: J pP ; ' ' ' shall have a miniinum tread depth of 6 inches "' g the equired guard he g i pass ge o s ,. *', shall be 50 cubic feet per minute(24 L/s)for ' (152mm)shall be placed between the concrete 5.°Prescriptive Residential Wood Deck and king studs installed on each side of a header shall, (152mm)at any point within the cleaz width ofthe sphere 4 inches(102 mm)in diameter. Construction Guide teased on the zoos' v intermittent ventilation-or 20 cubic feet per minute w x ' , floor slab and he base course or the re ared d f. ? comply with Table R603.7 1.King,jack and cripple n P p- 3 'stair.Wihin an flight of stairs the largest winder Exceptions: Y Internation Residential code.) r ` P Y _ O g J (10 L/s)for continuous ventilation. Ventilation air y +,; sub grade where no base course exists. { Y $ studs shall be of the same dimension and thickness as , $ -+ o tread depth at the watkline shall not exceed the r"1.The triangular openings at the open side of a stair, - ";;': ` t directly to the, Exception:The vapor retarder maybe oinitted: P the adjacent wall studs.Headers shall be connected to r,,, from he space shall be exhausted d a 3.; smallest winder tread b more than 3/8 inch 9.5= formed b the riser,tread and bottom rail of a guard,- 1.r J" outside. ;. Y ( ,, Y gua - :_ i.From garages,utility,buildings other, 4 ' accordance R603.7 2 and:.-_ _ i „� $- $ $ shall not allow passage ofa s here 6 inches 153 us a f a king.studs m acco d c with Table O ,ea,:. ..� ,: - - . ,� r. a ,; ,'.�; -. `min).- ;� T. .: � P $ , P. y ln. .-','.. ,r .. _ . . :", ;�'.. • _ � ., : ,-' unheated accessory structures. the following provisions:, ?: *. - Mechanical ventilation is required for bathrooms,. T $, . min in diameter. , $P - . R311.7.6 Stairwa Walking'Surface:The walkin ) a with a shower or bathtub.Also see 105 CMR r- -3 - : a. € 1.For box_beam headers one half of the total number_,. r �' N g y. surface of treads and landings. stairwa shall be 2.,Guards on the open,sides of stars shall not have j + ' 410.000.Mmunum Standards of Fitness for <. a . V.. < w ha o the header and -" " ,• pp ' sloped no steeper than one unit vertical in 48 inches ^ openings Which allow passage of a s here 43/8 of required screws shall be applied t 1 P. Pp:, g , p �•t Human Habitation(State Sanitary Code,Chapter , w_ u one half to the kin stud b use of C-sha d or track. horizontal 2/o,slo e: ., inches 111 min in diameter s • i, &: $ Y -shaped II)and 248 CMR 10.00:Uniform State Plumbing - + a ( . , P ) i (.- ) member in accordance with Figure R603.6(1).The :. e • `" ' '••.. r ., Code as these codes may also have mechanical w+: ri . q(' ° R311.7,7 Handrails;Handrails shall be pmvided on :. :-., t _ P r ., t, k, s: track or C-shape sections shall the depth of the: a_ x • - ". ventilation re uirements. "` . .- �. . ;` `• ". •' �' , ' � • "°} ,< ':, at least one side of each continuous run of treads or shall have a # - header minus i/2 inch 12.7 min and + i s. ( ) ... F ;. fli ht wih our or:more risers. g � , $ l not.)- t of the wall •- '�'_ »' : - ' minimum thickness ess than tha ,. „ , R31L7.7:1 Height.Handrail hei measured W x studs. R807 ATTIC ACCESS r ,,. - 4 •.1.. �' ,, '`. ,-•.,..' .-.. ,_ g :._. b"t'. „ vertical) .from the sloped plane adjoining`the tread ^? '. R807.1 Attic Access.Buildings with combustible a• Y iv r,.' 2.For back-to-back headers,one-half the total number, $ nosing,or finish surface of ramp slope;shall'be not , ' •+ ' of screws shall be applied to the header and one-half ceiling or roof construction shall have dttic access , : 4 ' �^R` `- a T. PP $ ».. t less than 34 inches(864 mm)and not more than 38'_ _ „ to he kin stud b use of a minimum opening to attic areas that exceed 30 uaze'feet 2 8. *- i Pe $ sq $ Y �, , m, ;. +•. .. , -a inches{965 mm). � • �. � � w 2-inch-by-2-inch 51 min x 51 min clipangle in m2)and have a vertical height of 30 inches 762 min t or realer.The vertical height shall be measured fr m ''"s'.r:~ . -` R311.7.7.2 Continue Handrails for stairwa s . - ' - accordance with Figure R603.6(2):The clip angle $ $ o Y r Continuity. Y n• „ a Q'Date ,_ Revisions shall extend the depth of the header minus 1/2 inch +the top ofthe ceiling framing membersto the + shall be continuous for the full length of the flight, i. • ,? R 12.7 min and shall have a minimum thickness not underside of the roof framing members. „• _, R «` from a point directly above the top riser of the flight less than that of the wall studs.Jack and kin studs , ¢_ to a point directly above lowest riser of the flight. $ Ne Handrail ends'shall be returried or shall terminate in 5 " shall be interconnected with structural sheathing in •- The rough-framed opening shall not be less than_22, !» : newel posts or safety,terminals.Handrails ad•acenY,.�" accordance with Figures R603.6 1 and R603.6(2). ye�oeated In a hallway o her readily and shall- tt to a wall shall have a space of not less than 1 1:inch � OY ( Y ) ' -, Y y accessible _ - " location.When located in a wall,the opening silo))be fi e w r(38 min)between the all and he handrails. o a minimum of 22 inches wide by 30 inches high. Exceptions- Scale, i 3 � • J s `. 4A' o When the access is located in a ceiling,minimum,. 1.Handrails shall be permitted to be interrupted by,a Date , ro unobstructed headroom in the attic space shall be 30 ? newel post at tum: Drawn ey pinches(762 mm)at some point above the access "` `' Checked By: W r measured vertically from the bottom of ceiling. .` 2-The use of a volute,turnout,starting easing or�d J u Job Number: " starting newel shall be'allowed over the lowest tr Q W. framing members.See Section M1305.1:3 for access f_ o Drawing requirements where mechanical equipment is located t t� D in' attics. r , , y „ ,. - . r 1 Barnstable Harbor SEPTIC SYSTEM REVIEW EXISTING 4 BEDROOM SYSTEM / EXISTING 3 BEDROOMS IN MAIN HOUSE PROPOSED 3 BEDROOMS IN MAIN HOUSE AND 1 BEDROOM IN PROPOSED GARAGE PROPOSED 4 BEDROOMS TOTAL _-,—Locus 0 0 Qgg o�fe 6 V ��rL�J O 'Qo%rp�d m CS O O N ..l..._..._..._..._..._..._ LOCUSMAP EDOE F w�L'N° NOT TO SCALE •APP ASSESSORS MAP 300 PARCEL 32-1 AREA IS WITHIN FLOODZONE AE EL. 12 AND X (PROPOSED CONSTRUCTION TO OCCUR IN X) I DATUM: ASSUMED (APPROX. NGVD) i I ZONING SUMMARY ZONING DISTRICT: RF-1 DISTRICT MIN. LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 20' _MIN. LOT WIDTH 125' MAP 300 MIN. FRONT SETBACK 30' PARCEL 32—1 - MIN. SIDE SETBACK 15 55,296 S.F.+ MIN. REAR SETBACK 15' PROPOSED SEWER LINE 2Z PITCH MIN. PROPOSED =, MATCH EXISTING WATER LINE "- TANK INVERT PROPOSED �5.5 MAP 300 MAP 300 PARCEL 61 PARCEL 33-1 DECK GARAGE (#101 DEACON COURT) (#91 DEACON COURT) o s -s EXISTING DWELLING #g3 TOP FND. �IV _ PROPOSED GARAGE 3 22 `j N-20 SAS 100.00, - h N --- - -__-_ --, SITE PLAN L___J L J L___J r____ I p -- o DEACON OF 10.0'I 1009 RESERVE I 3 \------ -----�---J <v 22 I COURT o W--W ° w 93 DEACON COURT 315.57' W W W W \TERI AIN UGC E-�E \ N E— BARNSTABLE \ INE PREPARED FOR MAP 300 PARCEL 33-2 BRIAN BOUVIER � (#87 DEACON COURT) Y"%r sqc. yaks ss�\� off 508-362-4541 �� o �'G o�' DANIEL tiL DANII LA, s OCTOBER 7 2015 I fax 508-362-9880 (D OJALA o O� NOVEMBER 5 2015 (GARAGE LOCATION) downcape.com © CIVIL I ' NOVEMBER 12, 2015 (UTILITIES) P �No.465020 � No.40980P down cope engineering, iac. O o R F o GISTS civil engineers ASS/ONA� SURI ' 9 Scale: = 30 land surveyors 939 Main Street ( Rte 6A) 0 15 30 45 60 75 FEET YARMOUTHPORT MA 02675 15-031 GATE DANIEL A. OJALA, P.L.S. l ti