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HomeMy WebLinkAbout0650 LUMBERT MILL ROAD - Health 650 Lumbert Mill Rd Centerville A= 147 - 091 I COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AtR , � U DEPARTMENT OF ENVIRONMENTAL PRON cF/V� n % i0p 1 ��01 �~ 4 X qRN OFpT"``�•.. - TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A t CERTIFICATION Property Address: 650 LUMBERT MILL ROAD CENTERVILLE,MA 02632 Owner's Name: SHORELAND REALTY C/O MARGO WHARTON-PISACANO Owner's Address: 724 MAIN STREET,HYANNIS,MA.02601 Date of Inspection: 10/23/01 Name of Inspector: (please print) JOHN GRACI Company Name: SEPTIC INSPECTIONS Mailing Address: P.O. BOX 2119 TEATICKET,MA.02536 Telephone Number: 508-564-6813 FAX 508-564-7270 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: X Passes-,,- Conditionally Pa ses _ Needs FuIt , aluation by the Local Approving Authority Fails Inspector's Signature: Date: 10/23/01 The system inspector shall submit copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspect on. 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 SYSTEM PASSES TITLE V RECOMMEND PUMPING EVERY TWO YEARS TO MAINTAIN SYSTEM. ****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 udder the same or different conditions of use. K; Till. S In nn•linn h.trm r!1I11Mo 1 Page 2 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 650 LUMBERT MILL ROAD CENTERVILLE,MA 02632 Owner: SHORELAND REALTY C/O MARGO WHARTON-PISACANO Date of Inspection: 10/23/01 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: X 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: SYSTEM PASSES TITLE V RECOMMEND PUMPING EVERY TWO YEARS TO MAINTAIN SYSTEM. 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. Answer yes,no or not determined(Y,N,ND)'in the for the following statements. If"not determined"please explain. n/a 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 a'ppr6v'ed 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. ND explain: n/a n/a 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 _ obstruction is removed _ distribution box is leveled or replaced ND explain: n/a n/a 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 obstruction isi removed NP @xgloin: n/n :Yt Page 3 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 650 LUMBERT MILL ROAD CENTERVILLE,MA 02632 Owner: SHORELAND REALTY C/O MARGO WHARTON-PISACANO Date of Inspection: 10/23/01 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 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 n/a "This system passes iftfie 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. 3. Other: n/a Page 4 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM . PART A CERTIFICATION(continued) Property Address: 650 LUMBERT MILL ROAD CENTERVILLE,MA 02632 Owner: SHORELAND REALTY C/O MARGO WHARTON-PISACANO Date of Inspection: 10/23/01 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for alLinspections: Yes No X Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool X Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool X Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool X Liquid depth in cesspool is less than 6"below invert or available volume is less than '/Z day flow X Required pumping more than 4 times in the last year O-T due to clogged or obstructed pipe(s).Number of times pumped nLa. X Any portion of the SAS,cesspool or privy is below high ground water elevation. X Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. _ X Any portion of a cesspool or privy is within a Zone 1 of a public well. X Any portion of a cesspool or privy is within 50 feet of a private water supply well. X 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 coliform bacteria and volatile organic compounds indicates that the well is freex from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided Ithat 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 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. You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no X the system is within 400 feet of a surface drinking water supply X the system is within 200 feet of a tributary to a surface drinking water supply X the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone 11 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. A Page 5 of 11 s OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 650 LUMBERT MILL ROAD CENTERVILLE,MA 02632 Owner: SHORELAND REALTY C/O MARGO WHARTON-PISACANO Date of Inspection: 10/23/01 Check if the following have been done.You must indicate"yes"or"no"as to each of the following: Yes No X _ Pumping information was provided by the owner,occupant,or Board of Health X Were any of the system components pumped out in the previous two weeks? X _ Has the system received normal flows in the previous two week period? X Have large volumes of water been introduced to the system recently or as part of this inspection? X _ Were as built plans of the system obtained and examined?(If they were not available note as N/A) X _ Was the facility or dwelling inspected for signs of sewage backup? .x X _ Was the site inspected for signs of break out? X _ Were all system components,excluding the SAS, located on site? X _ 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? X _ 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: Yes no X _ Existing information. For example,a plan at the Board of Health. X _ 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)] j Page 6 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 650 LUMBERT MILL ROAD CENTERVILLE,MA 02632 Owner: SHORELAND REALTY C/O MARGO WHARTON-PISACANO Date of Inspection: 10/23/01 FLOW CONDITIONS RESIDENTIAL 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 Number of current residents: 4 Does residence have a garbage grinder(yes or no): NO Is laundry on a separate sewage system(yes or no): NO [if yes separate inspection required] Laundry system inspected(yes or no): NO Seasonal use:(yes or no): NO Water meter readings, if available(last 2 years usage(gpd)): n/a Sump pump(yes or no): NO Last date of occupancy: n/a COMMERCIAL/INDUSTRIAL Type of establishment: n/a Design flow(based on 310 CM 15.203): n/agpd Basis of design flow(seats/persons/sgft,etc.): n/a Grease trap present(yes or no): NO Industrial waste holding tank present(yes or no): NO Non-sanitary waste discharged to the Title 5 system(yes or no): NO Water meter readings, if available: n/a Last date of occupancy/use: n/a OTHER(describe): n/a GENERAL INFORMATION Pumping Records Source of information: n/a Was system pumped as part of the inspection(yes or no): NO If yes,volume pumped: n/agallons--'How was quantity pumped determined?n/a Reasoq for pumping: n/a d, TYPE OF SYSTEM X 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 Other(describe): n/a Approximate age of all components,date installed(if known)and source of information: SYSTEM REBUIT 1999 Were sewage odors detected when arriving at the site(yes or no): NO 0� 6 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: 650 LUMBERT MILL ROAD CENTERVILLE,MA 02632 Owner: SHORELAND REALTY C/O MARGO WHARTON-PISACANO Date of Inspection: 10/23/01 BUILDING SEWER(locate on site plan) Depth below grade:22" Materials of construction:_cast iron X40 PVC_other(explain): n/a Distance from private water supply well or suction line: n/a Comments(on condition of joints,venting,evidence of leakage,etc.): TOWN WATER SEPTIC TANK: X(locate on site plan) Depth below grade: 16" Material of construction:Xconcrete_metal_fiberglass_polyethylene other(explain)n/a If tank is metal list age: n/a Is ag'econfirmed by a Certificate of Compliance(yes or no): NO(attach a copy of certificate) Dimensions: 1000G L 8' 6" H 5t 7" W 41, 10"" Sludge depth:2" Distance from top of sludge to bottom of outlet tee or baffle: 32" Scum thickness:3" • 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: 15" 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.): THE SEPTIC TANK AND ALL COMPONENTS APPEAR TO BE STRUCTURALLY SOUND AND FUNCTIONING PROPERLY. RECOMMEND PUMPING EVERY TWO YEARS TO PROLONG THE SYSTEM'S USEFUL LIFE. GREASE TRAP:_(locate on site plan)) Depth below grade: n/a Material of construction:_concrete_metal_fiberglass_polyethylene_other(explain): n/a Dimensions: n/a Scum thickness: n/a Distance from top of scum to top of outlet tee or baffle: n/a Distance from bottom of scum to bottom of outlet tee or baffle: n/a Date of last pumping: n/a Comments(on pumping recommen`datioiis, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage;etc.): n/a , F 1 Page 8 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 650 LUMBERT MILL ROAD CENTERVILLE,MA 02632 Owner: SHORELAND REALTY C/O MARGO WHARTON-PISACANO Date of Inspection: 10/23/01 TIGHT or HOLDING TANK: (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: n/a Material of construction:_concrete_metal_fiberglass_polyethylene_other(explain): n/a Dimensions: n/a Capacity: n/a gallons Design Flow: n/a gallons/day Alarm present(yes or no): N/A Alarm level:N/A Alarm in working order(yes or no): NO Date of last pumping: n/a Comments(condition of alarm and float switches,etc.): n/a DISTRIBUTION BOX:X(if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: LEVEL WITH BOTTOM OF PIPE 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.): DISTRIBUTION BOX APPEARS TO BE STRUCTURALLY SOUND AND APPEARS TO BE FUNCTIONING PROPERLY.. PUMP CHAMBER:-(locate on site plan) Pumps in working order(yes or no): NO Alarms in working order(yes or no):NO Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): n/a Page 9 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 650 LUMBERT MILL ROAD CENTERVILLE,MA 02632 Owner: SHORELAND REALTY C/O MARGO WHARTON-PISACANO Date of Inspection: 10/23/01 SOIL ABSORPTION SYSTEM(SAS): X (locate on site plan,excavation not required) If SAS not located explain why: n/a Type n/a leaching pits, number: n/a 500 GALLON LEACHING leaching chambers, number: 3 CHAMBERS leaching galleries,number: n/a n/a leaching trenches, number, length: n/a n/a leaching fields, number: n/a n/a overflow cesspool, number: n/a n/a innovative/alternative system n/a Type/name of technology: n/a Comments(note condition of soil,signs'of hydraulic failure, level of ponding,damp soil,condition of vegetation,etc.): THREE 500 GALLON CHAMBERS APPEAR TO BE FUNCTIONING NORMALLY AND SHOW NO SIGNS OF HYDRAULIC FAILURE CESSPOOLS: (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: n/a Depth—top of liquid to inlet invert: n/a Depth of solids layer: n/a Depth of scum layer: n/a Dimensions of cesspool: n/a Materials of construction: n/a Indication of groundwater inflow(yes or no): NO Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): n/a PRIVY: (locate on site plan) Materials of construction: n/a Dimensions: n/a Depth of solids: n/a Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): n/a n P Page 10 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 650 LUMBERT MILL ROAD CENTERVILLE,MA 02632 Owner: SHORELAND REALTY C/O MARGO WHARTON-PISACANO Date of Inspection: 10/23/01 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-1 B PC4 A jol D C — may � 3a 6� 3� 6 3 in J Pape 1 I of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 650 LUMBERT MILL ROAD CENTERVILLE,MA 02632 Owner: SHORELAND REALTY C/O MARGO WHARTON-PISACANO Date of Inspection: 10/23/01 SITE EXAM _Slope _Surface water _Check cellar Shallow wells Estimated depth to ground water 12+feet Please indicate(check)all methods used to determine the high ground water elevation: NO Obtained from system design plans on record-If checked,date of design plan reviewed: n/a NO Observed site(abutting property/observation hole within 150 feet of SAS) NO Checked with local Board of Health-explain: n/a NO Checked with local excavators;installers-(attach documentation) YES Accessed USGS database-explain:•n/a You must describe how you established the high ground water elevation: USGS MAPS AND CHARTS- 12+FEET s C74P No. , Fee THE COMMONWEALTH OF MASSACHUS TS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., ASSACHUSETTS 01pprtcation for Dtopoe;ar *pgtem Comaruction Vertu Application for a Permit to Construct( )Repair(V )Upgrade( )Abandon( ) ❑Complete System V Individual Components Location Address or Lot No. O-O / u ���, � �� Owner's Name,Address and Tel.No. Assessor's Map/Parcel g !/ /`4 /�� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. g®l,to 7 7i 93�� Type of Building: Dwelling No.of Bedrooms Ja Lot Size sq.ft. Garbage Grinder(X-;-y Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 330 gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank OOdXf.S)`' Type of S.A.S. ,3 y`'QI G Qsssr• l e Description of Soil fAx 1-2.0X 2-/ Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this oar of lth. Signed Date z1110rAn Application Approved b Dates Application Disapproved for the following reasons Permit No. Y 1_ 1--F Date Issued �' No. �i Fee c Nt, THE COMMONWEALTH OF MASSACHUSE S Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE Yes S ASSACHUSETrTS 01pprication for -Mi2;po!6a1'*p9;tem Construction Permit Application for a Permit to Construct( )Repair(Y)Upgrade( )Abandon( ) ❑Complete System VIndividual Components Location Address or Lot No. Owner's Name,Address and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel:'No. Designer's Name,Address and Tel.No. blot t0 G, / COiY-577 7 7/ -93�P Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder Other Type of Building zo/C ,5,l/.t'Zf 1,'e No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow '3 3O gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank ADD 9� �'%5�`/%l� Type of S.A.S. ' _51­00 9P1 C U1r. /S Description of Soil �D�30x Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this oar oLKulth. / Signed Date Z Ad �3_ Application Approved b _ r+ Dateiv , Application Disapproved for the following reasons / Permit No. Date Issued ' ! l'/— I --- THE COMMONWEALTH OF MASSACHUSETTS LIA BARNSTABLE, MASSACHUSETTS QCertificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired (V- Upgraded( ) Abandoned( )by 14 0� D % at-� D t_ - // r /q® S d/15­'1-'/f as been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No Installer Designer The issuance of this permit shall not be construed as a guarantee that the syst m,*ww'-1 function as designed. Date 0 --;a 9 OF Ins ect• -----——————————————————————————————————— No. `1�,r% ,'- f L/ 7(/�l Fee a THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS DiZpogal *pgtem (ConsStruction Permit Permission is hereby granted to Construct(// )Repair(✓)Up' rade )Abandon( ) System located at O Gc>'W k'� '/'j` �/$ 7 and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this p t Date: is{ �' Approved by 'i.'. 1T✓/sT�l U I�5 0 �5�►�-C% D W�4.�NFj LA- AA �S 5 Q �A�,(,'W c CA— /L�� t 1/6/99 NOTICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only. - CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT (WITHOUT DESIGNED PLANS) hereby certify that the application for disposal works PP P construction permit signed by me dated 20'?h� concerning the property located at bz(' 1,ah1,f/-7— ,6'jll1 &21 meets all of the following criteria: N/The failed system is connected to a residential dwellin g only. There are no commercial or business ' /uses associated with the dwelling. ✓ The soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes per inch. b/ There are no wetlands within 100 feet of the proposed septic system 6/There are no private wells within 150 feet of the proposed septic system �/ There is no increase in flow and/or change in use proposed There are no variances requested or needed. The bottom of the proposed leaching facility will n p po g ty of be located less than five feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the Frimptor /method when applicable] �✓ If the S.A. S. will be located with 250 feet of any vegetated wetlands, the bottom of the proposed leaching facility will not be located less than fourteen(14)feet above the maximum adjusted groundwater table elevation, Please complete the following: A) Top of Ground Surface Elevation(using GIS information) 3 � B) G.W.Elevation Z 2 +the MAX.High G.W. Adjustment. 7— / = Z—1. DIFFERENCE BETWEEN A and B ) 3 ,7 SIGNED : �3'?� DATE: Z l/ . [Sketch proposed plan of system on back]. q:health folder:cert TOWN OF BARNSTABLE LOCATION ',fP 4Wif A 'll SEWAGE # .3 VILLAGE E SO 'S MAP & LOT l4 -OV INSTALLER'S NAME&PHONE NO.�O/�J�dGO `�/��y �,��✓�� SEPTIC TANK CAPACITY Z f P,011 LEACHING FACILrrY: (type) 3—S�o�o�/ ��4.1'� (size) NO.OF BEDROOMS 3 BUILDER OR OWNER PERMTTDATE: fir' �' COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by � ,,�.� I ;F 134e �� iJwIc ( I ;n C� ��3 � r fJeC► � a' a r 13 r SURVEYOR'S CERTIFICATION: 0z�� ON THE BASIS OF MY KNOWLEDGE, INFORMATION AND BELIEF, I CERTIFY g� Cr Ise TO SUSAN WHITE AND BRIAN BASLIK THAT AS THE RESULT OF A LOCATION SURVEY PERFORMED ON THE GROUND ON APRIL 5, 2019 IN RC)ESERT c.. r, ACCORDANCE WITH THE NORMAL STANDARD OF CARE EXERCISED BY JCHN PROFESSIONAL LAND SURVEYORS PRACTICING IN THE COMMONWEALTH OF MASSACHUSETTS, I FIND THAT THE EXISTING DWELLING AND 3 i5 l PROPOSED GARAGE ARE SITUATED ON LOC'VS 4S SHOWN HEREON. DATE: l ///� -; ,.r•. PROFESSIO-NAL LANDq SURVEYOR AVID /44 109,34, f co of AREA 24,161 SQ.FT.f i r= � i 0 — O 150 \ zZ W �` Ln O SHED r J O N I w w x 3 —.�-27.9' 0 0 0Q wo 15.0' 22.0, � a M Lri � N L = 143.38' LUMBERT MILL ROAD 650 LUMBERT MILL ROAD CERTIFIED PLOT PLAN OF LAND IN CENTERVILLE, MA NOTES: AS PREPARED FOR: 1: FOR REFERENCE SEE: SUSAN WHITE & BRIAN BASLIK LAND COURT PLAN 37432—A SCALE: ?in. = 40ft. APRIL 8, 2019 ASSESSORS MAP 147, PARCEL 081 SCHOFIELD BROTHERS OF CAPE COD REGISTERED PROFESSIONAL ENGINEERS AND LAND SURVEYORS 161 CRANBERRY HIGHWAY - P.O. BOX 101 ORLEANS, MASS. 02653 (508) 255-2098 0-72220 L.x."jµs s3 iFrs`•r' !f!(a r-k TJ;0�416 { ; P_=2 ti!r f GREAT ROOM j: `• I � 5 I � I �7 BATH. i BEDlZOOM. }� STABLE �.TOWN OF B1 �(1 jgN < ass�� LOCATION SE AGE # Cr VILLAGE ASSESSOR'S 7IAP & LOT 1 LC— INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO. OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Welland Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet; Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by ® A D �c 3a c � a� ge 33 i lbuz -41- 4�&50 7 -- 7 9? -7 LOCATION SEWAGE PERMIT NO. �vG-may l� VILLAGE INSTA LLER'S NAME i ADDRESS BUILDER OR OWNER �J Ct C K DATE PERMIT ISSUED - ,7, 2,_ 77 DAT E COMPLIANCE ISSUED 17- 7 7 . 2 3 ' r r ' Fis...A .... ............ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALT .P,' - ..... .. ............... ......OF............... ..... �!° Apptiratiun for Biipuual Works Tunitrurtiun ramit Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal System at: IZCL�.... ..................... L Address .-' oor Lot No. caner Addr ss a ..5 .........' f `�..... Installer Address Type of Building �' ., _ Size Lot.................... .....Sq. f t aDwelling—No. of Bedrooms............a.........................Expansion Attic (� ) Garbage Grinder4l{ _ p, Other—Type of Building ............................ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) a � Other, fixtures ..................•----=-----------••----•-•--•----•---•-••---•-•--•-•-------•---------...---•----•---•----------------•---�-----------•--••-------- w Design Flow.........-- •-C?................gallons per person per day. Total daily flow......... WSeptic Tank—Liquid*capacity/.0.0.0gallons Length................ Width---------------- Diameter---------------- Depth................ x Disposal-Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. ____- Diameter..!.d-..�`m_. Depth below inlet....... Seepage Pit No--------------------- ' p ......... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank 7 7- Percolation Test Results Performed by..__' 1v. ' �/a-.�c_�! :•--------------- Date_' •L a •--••••--------•-••.......•--- Test Pit No. 1......2---*—_minutes per inch Depth of Test Pit.................... Depth to ground water........................ L=, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Description of Soil----------0-`•+ " � � 1.. ......... -- x w UNature 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 iITLE 5 of the State Sanitary Code— The undersigned further agrees not to place tern iin�'' operation until a Certificate of Compliance has been i ad by the board of lien h.` ik Date Application Approved By-_....�--•-- •...... ... ... . ..� . 1 — a-7 1* ...._. ......... y Date Application Disapproved for the following reasons:............................ ----•-.... -•--•------------------------------•-••••--•-----•••---•••-••••••-------------••........._----••••-••-•---------•-•---•-------------------------•-•-•--••••-•-••-•----•--•--••••---•-•-•••-•-•...•-•--- Date Permit No.-•.............•--•----------- r ------------------------- Issued---�--=----�-7"--�-----------------:..----.. Date • �.�� ..... 'it ' ,; '„r � F w No....... ......... ....... Fes$..., .'...�' ......... +,THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH' ' .. y ........ .... :. ..--.....OF.......... ................... ppliration for Disp's al Mirks Tonstrnrtinn rumit Application is hereby, made for a Permit to.,;.Constr'uct Repair ( ) an Individual Sewage Disposal ` System at r.rr. ip l tZ - -... --.1.... ---------------------------------------- - _ / f ��- Lo�attpn=Address + or Lot�7 . W IN Owner Address W w- ... ....................... Installer S' .Address y UType of Building ' Size Lot...........................Sq. foet Dwelling—No. of Bedrooms --.-. .........................Expansion Attic ( ) Garbage Grinder --( Other—Type of Buildip No. of persons........................... Showers A.1 ; �p ( ) — Cafeteria ( )...,, YP ,� -r,g 04 Other fixtures •-------------- ------------------------------------------------------ iDesign Flow............. ...�,7..�a.. gallons per person per day. Total daily flow___......._?__ ... ............gallons. 9 t�Septic Tank—Liquid capacity/.PP- gallons .,,...Length................ Width................ Diameter................ Depth................ b*sposal Trench—No.....................Width....................Total Length..............s.... Total leaching area....................sq. ft:" � „ eepage Pit No..................... Diameter•®___.`',57..... Depth below inlet......A..........., Total leaching area.................sq. ft. ;^ Z `` Other Distribution box ( ) Dosing tank a Percolation Test Results Performed by.... +t. . #............... Date..W!:A.: ........ Test Pit No. 1......2l..minutes per inch Depth of Tes' Pit:................... Depth to ground water ..:__._._........_..___: 44 Test Pit No. 2................minutes per inch Depth`of Test Pit.................... Depth to ground water............_........... ...... p ., ..YDescri tion'of Soil _..... .. '" x .. W U Nature of gepairs or Alterations—Answer when applicable...... . ..................... ....................:........__.__.__..................:... --------••••------•-•---•..--•• -------•--------•-. Agreement The undersigned agrees"lto install the aforedescribed Individual'Sewage Disposal System in accordance with the provisions of TITLL 5 of the State Sanitary Code—The undersigned further agrees not to placFkew4em in �f operation until al.-Certificate of Compliance has been i d by the board of hea h. I f7�'�t. •. Date Application Approved By..... fir':.- : ...... ", A 7 ....._.. Date Application Disapproved for the following reasons-............................................................-................................................... ......................................r --------------------------------------------------------------_--.-----.-------.-----.---------- Date PermitNo.............................:....•-•--------------..... Issued-................................ ................. Date THE COMMONWEALTH OF MASSACHUSETTS ` BOARD OF HEALTH ........./...iv ...........OF........... 0'.: ................................................ Trrtifiratr aaf f9lantpliaurr .THIS S TOfiTRTIFY, That the Individual Sewage Disposal System constructed (4-T-or Repaired ( ) • has been installed in accordance with the provisions of T 5 of The State,-,$anitar&ode as described in the application for Disposal Works Construction Permit No..� `. ............... 'dated '-� ._........_... v,: THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE:CONSTRUED AS AA ARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. A DATE. ....... .................�.......................... -•---•-•-• Inspector ....-----•-•••-•. •-•--•-••-•-••--•-•-------•--•............ THE COMMONWEALTH OF MASSACHUSETTS .��► BOARD O HEAL H :..:.....:.............OF..:.....: .._.. . f.... � �«« FEE..' ...ws�* No . .. fit�an�#rnr#inn rani# Permission is hereby granted_.,' .----•-•------•------•---- •-----• -•------•-•------------------------•------ --•--•--•--- to Construe ( or Repair ( ) an ividu S �a D�isp sj at No. ./._.-._..--•-'ups -��-... t E'+� '� ............................................... w a 2» ♦ 7 as shown on the application for Disposal Works Construction Per tt,Noj Dated.._1 ........................: Board of Health DATE ...................... FORM 1255 HOBBS & WARREN. INC.-.,PUBLISHERS - e,olr4 ' 4a e _ Z y ZG�. So SEA ri C ".c G <�7nc'/✓ �''j Zz SVec . .. .. - - .... r.._-. . ..._._ zG,zs zs yo 9 � ' i� yo ._, (/ 6- ,E' T" SCAL_ � v -- O--o --O - P/0f0115eor G1/ Du I/ v 'o file r G T �--- G /a l' C. OEM r77 14 v PC,- foot, _ EQ cJi9 L TO S E P 7-V C AJ - -- — - l J ( � l� 6 Sc-mP o �L • O f p OC 6PIIQ6 SEPTIC T,q,VK n \ uw&cX5 e7 l Stone b I q G N� / 0_-- -- _ _ _ _ o 6,e/FF> T:y A/ T�- S 7 27 0 \cs BEU��OOM flOC/5�.. OAT"� 'G i TEST B�/. TL7•=ho _.- ---- ��'�( \'SO zB.B rC�e. ��e � �` -- \ 4 ` _ `viTv C- ss , "<1 T n� ti/%; c t _ - - - --- - /;✓, GALs , v.q7 7- ST HOLD / TEST HOLE Z ��• � /vs-��h� ci S E : /vo o GAG. TA ti/.� �o• -�— y'�,o � m '?G 7 F'JT: /�,4 , f s PEkc 'ems-T DEPTH z7 �84 •� - � E3OTTON7 = �G G_ S F- /. .�J - '�'lo. w OA`� ' 7-0 r,9 _ =B�_� "�Y I CG S EO `' T H Ilk�/ •�^ A /�� 'f coo w r-a G. �.� �, �r-�c�J� e. e C"i n c� � 0 7- ,e T /gam//6 L C E ti/T E)e V / C_ Z- S. E'T -- r xr' E h?O U T N ; .E'E 30.0 �f�L C.. Y' - H O Ff� 41e . OF"'� SH04A./ -1 GATE OcToBE , SGuE�L ~ `�6 ���-'� �'a«; z O,o• T H MASS. r � r f"o C//'",5 ## 77- 0/4 n �I USP FOUNDATION CONNECTORS ATTENTION FOUNDATION CONTRACTOR: *CALL BEFORE YOU DIG! *TOP OF WALL 70 FINISH FLOOR HEIGHT 811 CONTINUOUS CONCRETE WALL CRITICAL TO PROPER FIT OF STAIRS WHEN APPLICABLE. *CHECK WITH OWNER TO CONFIRM PROPER i j] g ORIENTATION OF BUILDING. *TYPICAL FOUNDATION DESIGN SPECS- *CALL LOCAL BUILDING OFFICIAL TO VERIFY - CONCRETE FLOOR 3500 PSI TYPICAL PLACEMENT AT ALL MAIN POST LOCATIONS:ALL FOOTING DEPTH. PITCHED 1/8"PER FOOT. - 3" IN FROM CORNERS - OR CENTERED ON POSTS *CALL LOCAL BUILDING BEFORE FOR PIER OR CONCRETE WALLS 3000 PSI. FOOTING INSPECTION BEFOREORE _ ANY CONCRETE - AS SHOWN. IS POURED. *REFER TO SECTION PAGE FOR ADDITIONAL FOUNDATION DETAR-S. 1" SIDING PA18 -POST PURLI{J P.T. SILL ANCHOR i �c NOTE: TOP OF WALL 1O„ j j -8" ABOVE 36'0" O.A. GRADE o� k FIN °4' CONCRETE FLOOR 12'0" 12'0'' 12'0" v z�w I 8" COMPACTED - i i T ri/T i i?" GRAVEL ' 5w�U Z G7777t7IL ED z L —SHOWS 6x6 POST Q�O (i) #5 REBAR 72" FROM - - 'OF OF WALL, CENTERED LOCATIONS ABOVE (�<O - (2j 5 REBAR 3"FROM V +'L 1i 00 t7 ## vNOTTOM OF FOOTING, -1 1 1-1/2" FROM SIDESI r i 6 00 o — 8"CONTINUOUS ( V D CONCRETE WALL ON - - I i 20"x10"CONTINUOUS v 'I I ' •a �' FOOTING TO HARD FIRM A UNDISTURBED EARTH i 'NOTE:FOUNDATION DESIGN 4"CONCRETE FLOOR WITH SHOWS 4.Fi POST BASED ON SOIL BEARING W � %i 6x6 WELDED WIRE REINFORCING -LOCATION ABOVE - -_ - CAPACITY OF 2500 P.S.F. CD _I it �% �/q C) � - N �l I TA3" ; : 0 0 FA3 FOUNDATION CONNECTOR f TYPICAL PLACEMENT LOCATIONS: —.2" FROU DOOR DRDPS AND r — AT MAX. OF 4' DISTANCE ALONG PERIMETER WALL r--NOTE' S'x3" NOTCHES FOR NOTE: 3"x3"NOTCHES FOR F—SHOWS 6x6 POST 1 OVERHEAD DOOR HARDWARE-1 FOVERHEAD DOOR HARDWARE LOCATIONS ABOVE - 1" SIDINGi DROP tz Tg A� i t� % ;ogo_ la f FA3 POST DROP WALL 12 ROP 1z MUDSILL P.T. SILL ANCHOR 2,0'1 910I, 2,611 9101, 810I, 3,6,1 2,Q1, - � NOTE: TOP OF WALL 10" 1 1-8" ABOVE 12'0" 12'0" I 12'0" GRADE °4"CONCRETE FLOOR r 36'0" O.A. Zia i \ \ FOUNDATION PLAN SCALE: 1/4" = 1 '0" -Iwo I F 8" COMPACTED mz Z GRAVEL j oz j FRONT -T I-U (1) ##5 REBAR 12" FROM UQO I T'OP OF WALL, CENTERED COPYRIGHT NOTICE: - p_ a (2) 5 REBAR 3" FROM��{j $OTTOM OF FOOTING, UIESE DOCIUMEN S RJA,I.STRATE AN OR"AL DMGN BY QXWRY - AN Ew o J Li LJ i -7/2" FROM SIDES CARPENTERS INCORPORATED,THEY ARE THE PROPERTY OF COUNTRY � TEflH MBA 4 CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW g y U_C) STATUATDRY AND OTHER RESERVED RIGHTS.INCLUDING COPYRIGHT. -� —�I� THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS. ,e &5203 h D- I SPECIFICATIONS DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS -1 • R ixoRpow• THE FAAS,SER/OWNER AND THAT SUCH DOCUMENTS �1ifa♦Bt THAN DiCEsSC STE -- — a Q Q -_= — PROTECTED BY THE COPYRIGHT LAWS OF THE UNMED STATES. NAL THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED THE FiLLMDE�OF T OF HE uw PYRIGHT u eE PROSECUTED TD - SEAL IS FOR STRUCTURAL " DESIGN ONLY 20 l — T��FROM COUNOTHERPNs ,RF,� NE„U�G PAGE 2 PURCHASE FROM COUNTRY CARPENTERS INCORPORATED, .. -.-.-...- -.. . . . 2.10 RIDGE. RAFTER PADDING 12 y6 - 6 3.4 GIRTS - ry,�9 3"FACE _ 6x8 BEAM W 6 NAIL J U. BRAC EXTENSIONS - � cur 4 SITE NP311 3"x11"STEEL >< PLATES APPLIED TO OUTSIDE - - 6x8 BEAM zr 3xa 2,6„ OF FRAME BEFORE SIDING! mI BRACE c r 17.6„ 3x4"W's 4-9" { '6^ N TRIPLE RAFTERS.DOUBLE COLLAR-TIES - ONT POST ® 3„FACE a OT CAAIONS 0 HERAT ALLFTHAN CORNERS. 7'2"3x4 34"3.4 JACK iO BRACE X a iVI NI .x TRIPLE 2x8 RAFTERS 2x1O RIDGE®360" - 2x8 RAFTERS 16"O.C. RAFTER PADDING- LEFT FRAMING SCALE: 1/4" = 1 '0" 2xB CDLLAR-TIES 32"C.C--- OUBI:E 2 VIEW FROM OUTSIDE HTP37-Tz 3"x7"STEEL ! COLLAR-7 s H A PLATES APPLIED TO OUTSIDE CiSIDE OF FRAME BEFORE SIDING!C \ 6x8 BEAM MAX"SPAN FIGURED 9'0" 3,1, 3.6 H 3.4 HEADER 21"3x4 BRACE ( i 2,6, 3x6 JACKS.___- tV• _ r I Di N 1.3" _ I 6�.01 O. I mil_ t.C-L 1.3.. T.9�� I a 1.3" Hof so ^� �1� roI m g.D,,.-^_---- �., _—�_.—_9,D„ NL f NI BRACE i P.T.Ed L---V---FINISH FLCOP---___J 1'�_._�!!.---_FINISH FLOOR-.—.--J I-'I'-+IN.FRr FRONT FRAMING SCALE: 1/4" = 1 '0" VIEW FROM OUTSIDE COPYRIGHT NOTICE: THESE DOCUMENTS ILLUSTRATE AN OPoCINAL DESIGN BY COUIJTRI' d AN ew 'YC" CARPENTERS INCORPORATED,THEY ARE THE PROPERTY OF COUNTY' - TERN MSA CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW. I STATUATORY AND OTHER RESERVED RIGHTS.INCLUDING COPYRIGHT. U - N 3524J " Q THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS. p�0,,.9FC STE spECIFTGATiONS,DESIGNS AND DRAWINGS OF COUNTRf CARPENTERS INCORPORATED.ARE NOT TO BE USED BY ANY PERSONS OMER THAN THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE FSS�NAL PROTECTED B1 THE COPYRIGHT LAWS OF THE UNTIED STATES. THESE bOCUMENTS ARE NOf TO BE REPRODUCED OR TRANSF71iR© ALL MAIN POSTS & BEAMS r----------------1 AND ANY NOLAnoN OF THIS COPYRIGNf WILL BE PROSECUTED TO GRADED 2 N.E.L.M.A. EASTERN NOTE: SEAL 1S FOR STRUCTURAL THE FULL Ex1FNT OF THE LAW. I I DESIGN ONLY THIS PLAN IS LIMITED TO THE CONSTRUC71ON OF THE ONE BUILDING PINE, RAFTERS, & JOISTS GRADED ;FOR CONNECTION DETAILS PURCHASE FROM COUNTRY CARPENTERS WCORPORATED. #2 S-P-F. SEE PAGE 6. -------------- � PAGE 3 TRIPLE RAFTERS,DOUBLE COLLAR-TIES &BRACE AT ALL FRONT POST LOCATIONS OTHER THAN CORNERS. TRIPLE 2x8 RAFTERS --2xi0 RIDGE 0 36'0" 2xB RAFTERS 16"O.C. RAFTER PADDING 2.10 RIDGE 0 36'D"— DO,LAR x8 —2x8 COLLAR-TIES 32"O.C. CO 2x8 RAFTERS 16"O.C— ?+ 12 B EA r SI EES RAFTER PADDING B A?E.. NP311 3"x11"STEEL S® - PLATES APPLIED TO 3x4 GIRTS N 76. 7-TZ 3" �" EL PLA..ES ApPUE' TO UTS E OUTSIDEOF FRAME 3"FACE al OC OF RAM.BE RE DIN I BEFORE SIDING - - N� m m6xB BEAM MAX.SPAN FIGURED 9'6" 6x6 POSTS®4'8" —6x6 POSTS®4'8"— BRACE SIGNS - 34"3x4 BRACES CUT ON S TT•3" T7 6 _ 6x6 BEAMS - 3x4 rIRTs 11's" 6x8 BEAM o 3"FACE 34"3x4 BRACES �. M - �2.6:: �I y.,. � 7.6�� w 3x4 GIRT'S Z� 3"FACE P.T.SILL _ '4"30 7'2"3x4_ iOl BRACE JACK m, P.T.SILL REAR FRAMING SCALE: 1/4" = 1 '0" VIEW FROM OUTSIDE RIGHT FRAMING SCALE: 1/4" = 1 '0" VIEW FROM OUTSIDE �j.z = I '1_� `2�1vL� y"—, 'r��. -V.i-'�.e�i.-_I--,✓.=, J._ �L.{-1�-.r-� 17 �-� � � �-feu- �'I�) ^r' �—.r.�-�--r-+�. —1��^ .. T-^--T ^� •^ -. nJ r ._mot--I�� ..�r'i�— , �' `�_"lc✓�-. -1� ..�Q T_�t1 c,-' _� .-�_s : 11 I I I I I � I I I i REAR ELEVATION SCALE: 1/4" = 1 '0" RIGHT ELEVATION SCALE: 1/4" = 1 '0" COPYRIGHT NOTICE: THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY IN CARPENTERS INCORPORATED,THEY ARE THE PROPERTY OF COUNTRY ,+ p= AN CARPENTERS S INCORPORATED WHO RETAINS ALL COMMON LAW, 99�:2 TE1 MBA 1 STATUATORY AND OTHER RESERVED RIGHTS.INCLUDING COPYRIGHT. - S O i I THE PURCHASER/OWNER ACKNOWLEDGES THAT THE rtANs, NOTE;VERY IMPORTANT, u N 35aa3 SPECIFlGTIDNS.DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS K.D. (KILN DRIED)SIDING,TRIM,LOFT DECKING, 'so 9F bQ INCORPORATED,ARE NOT TO BE USED BY ANY PERSONS OTHER THAN THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE &ROOf BOARDS MUST BE PROTECTED FROM PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES. ABSORBING MOISTURE ON THE CONSTRUCTION ALL MAIN POSTS & BEAMS Pgs/NAl yG�@ THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED SITE. KEEP BOARDS UP OFF THE GROUNR &COVERED t- --------- AND ANY VTOUTION OF THIS COPYRIGHT WILL BE PROSECUTED TO 1 THE FULL EXTENT OF THELAW. TO PROTECT FROM GROUND MOISTURE& RAIN. GRADED #Z N.E.L.M.A. EASTERN NOTE: SEAL IS FOR STRUCTURAL WINDOWS&DOOR KITS SHOULD BE KEPT INSIDE, I PINE, RAFTERS, & JOISTS GRADED IFOR CONNECTION DETAILS! DESIGN ONLY THIS PLAN IS LIMITED TO THE CfWRUCT+ON OF THE ONE BUILDING UNTIL READY TO USE. PURCHASE FROM COUNTRY cATwEN ERs INCORPORATED. #2 S—P—F. LSEE PACE 6_ — — — PAGE r------------ -------- jSTRUCTURAL DESIGN DATA: ALL MAIN POSTS, BEAMS & JOISTS WIND LOAD 120 MPH GRADED #1 &/ OR #2 N.E.L.M.A. ROOF LOAD 45 #PSF ( EASTERN PINE, RAFTERS GRADED -TRIPLE �o #2 S—P—F UNLESS OTHERWISE NOTED. 2x8 RAFTER DOUBLE +6 P' 2x8 COLLAR-TIES 4-1/2"x4-1/2"x48" - -- BRACE I UPPER SIDING I - OVERLAYS LOWER.S�DING •e0 Q0, NI ' I DETAIL SHOWING HOW RAKE BOARD OVERLAPS 90 DEGREEANGLE REAR TRIM&FACIA FROM ROOF' ASPHALT/FIBERGLASS SHINGLES NOTE:LOWER GABLE TRIPLE RAFTER, COLLAR—TIE & BRACE INSTALLED PER OWNER SIDING AT HOO FORWARD SI CREATE 00 LOOK MANUFACTURERS DETAIL - SPECIFICATIONS. 2x10 RIDGE DETAIL SHOWING HOW RAKE SYNTHETIC WATERPROOF BOARD OVERLAPS FRONT TRIM, FACIA,&SOFFIT BOARDS UNDERLAYMENT BY OWNER Ix6 ROOF SHEATHING - ROUGH SIDE OUT—\ 12 g SQp� y. 2xB GABLE TO GABLE OG STIFFENER,NAILED TO E EACH COLLAR-TIE ® - 2x8 COLLAR-TIES 32"O.C. - N DER-COURSE OR WOOD SHINGLE - I ix2 TRIM--- �� METAL DRIP EDGE Q I TRIPLE RAFTERS,DOUBLE I 8 BEAM— BY OWNER O COLLAR—TIES&BRACE AT ALL 6x \ FRONT POST LOCATIONS OTHER 4-1/2"x4-1/2£'48"BRACE 111 1x2 TRIM THAN CORNERS Z .. 'ssi �tix8 FACIA 6x8 BEAM - ! 1x6 SOFFIT BOARDS _ 6x6 POST 0+4'8" �� ! 6x6 POST 0 77" - EASTERN WHITE PINE r1 PREMIUM GRADE SIDING > 22'0" °J ix8& 100 SHIPLAP ROUGH SIDE OUT USP PA18 ` 2x8 P.T. SILL TOP OF WALL TO l— - 10 FINLSH FLooR� FINISH FLOOR 8" 1' GRADE a a ° o 14"CONCRETE FLOOR WRH 6.6 WIRE REINFORCING' a c o / // }---GRADE A / //ll:i v •/, �'OR sIM LAR surcABLE f�MATERIAL 11 5 REBAR 12" FROM LOP OF WALL,CENTERED 8"CONTINUOUS y a CONCRETE WALL ON n 20"x10"CONTINUOUS e '2; 5 REBAR 3"FROM BOTTOM FOOTING B HARD H F FOOTING, 1.-1/2"FROM SIDES - - o - UNDISTURBED EARTH 10 ATTENTION:CHECK WITH LOCAL BUILDING OFFICIAL NOTE; FOUNDATION DESIGN FOR PROPER FOOTING DEPTH. 20 ' BASED ON SOIL BEARING - 20" 1 CAPACITY OF 2500 P.S.F. I SECTION THRU SCALE: 3/8" = 1 '0" COPYRIGHT NOTICE: THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY FLOOR TYPICALLY PITCHED 02 AN l� E CARPENTERS INCORPORATED,THEY ARE THE PROPERTY OF COUNIVY 1 "PER FOOT. TER E� _ CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW, - `,( STATUATORY AND OTHER RESERVED RIGHTS,INCLUDING COPYRIGHT. C) THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS, SPECIFICATIONS.DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS CONCRETE FLOOR INCORPORATED,ARE NOT TO BE USED BY ANY PERSONS OTHER THAN 3500 PSI PERCWSER CRMDSTE �E6ROTCTE BY THE OP IG LAW OFF H UN STNTSATES. �S`s/NAL THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED AND ANY MOLA71ON OF THIS COPYRIGHT WILL BE PROSECUTED TO NOTE: THE FULL Exm+r of THE LAW. 3000 S CONCRETE WALLS I FOR CONNECTION DETAILS i SEAL IDESIGN S FOR SONLYTURAL THIS PLAN IS O LIMITED TO THE CONSTRUCTION OF THE INIE BUILDING i SEE PAGE 6. /L (� PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. L.—..—__._—_—.—_—_J H IL--. VIEW OF GABLE END USP MSTA21 RAFTER TO RAFTER STRAPS n \ INSTALLED EVERY OTHER RAFTER AND Pqo VIEW FROM OUTSIDE 1 NAILED WITH 8-10d COMMON NAILS EACH SIDE BETWEEN GABLE I(7GE FTER ANDCSHO DER OF GABLE POST VARY R DUE TO LEVELNESS OF FOUNDATION. COLLAR—TIE TO RAFTER NAIL AS SHOWN USE MINIMUM OF 6-12d NAILS TO NAIL.TO RAFTER �� R WITH 12d NAILS. GABLE POST - AND MINIMUM OF 3-12d NAILS TO NAIL TO BEAM. QP9�� R� G 5-12d NAILS TO RAFTER RAFTER R HOLD RAFTERS FLUSH 3k Rq� WITH BOTTOM OF RIDGE - 4 £R l USP RT7A HURRICANE TIES 1A' INSTALLED EVERY RAFTER �� �� �R�T1E ry ITN Pj.�D (AS SHOWN) USING 10 USP �C CQI. , DING _ NB-GC 8d x 1-1/2" COMMON NAILS. - - - - `` RAFTER TO BEAM a 6-12d NAILS i NAILER BEAMM&ESN `• �� `` �K6fEAPR SbE OF r R �:::... �.�� �'`., �•• EAR BEAM --USP RT7A HURRICANE TIES INSTALLED EVERY RAFTER BEAM TO POST N8 GC x 1USING-11210 USP MINIMUM OF 6-5" POLE - COMMON NAILS. BARN NAILS AS SHOWN DRAWING REPRESENTS GENERIC USP PA18 ANCHOR —OR—USP FA3 ANCHOR - VIEW OF A STANDARD SALTBOX CARRIAGE HOUSE.SEE COLOR-CODED PLAN FOR BEAMS AND GIRTS NAILED WELL WITH NAILED WELL WITH 12-16d COMMON NAILS 6-10d x 1-1/2"NAILS SPECIFIC FRAMING. TO POSTS USE 9-5"POLE BARN NAILS USE 6NAILS POLE -C�USP HTP37-T7 BARNBEAM USE NAIL120 10dNG T NAILS USP NP311 NAILING Ir- - NAILS WIEACH END, NAILING PLATE USE _ 12-8d COMMON NAILS 1 DEL COMMON OW�E L BRACE NAIL BEL G C / E �AMINd NAIL5 GS h NAIL NOWNRWITM j 6 /- ASS i TACK SILL TOGETHER USING 12d GALVANIZED BOX NAILS. COPYRIGHT NOTICE: - - • 2� ANO Kpssp�y THESE DOCUMENTS ILLUSTRATE AN ORIGWAL DESIGN BY COUNTRY IO TFRH kt�J1 m CARPENTERS INCORPORATF.A THEY ARE THE PROPERTY OF COUNTRY 'CARPENTRS INCORPORATED WHO RETAINS ALL COMMON IAW, �"� *`' p -+ SIATUAfOR1'ANU OTHER RESERVED RIGHTS,INCLUDING COPYRIGHT. - p N 35M y THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PUNS, _ - SPECIFICATIONS,DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS _ _ 9F Q�,c STE INCORPORATED, PURCHASER/OWNER AND TH NOT TO BE AT SUCH U ANY PERSO�S DER THAN ' . FSSr NAL y�\� PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES, VIEW FROM OUTSIDE THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED AND ANY VIOLATION OF THIS COPGHT WILL BE PROSECUTED TO SEAL IS FOR STRUCTURAL " THE FULL p(TE717 OF THE LAW. DESIGN ONLY THIS PUN IS UNTIED TO THE CONSTRUCTION OF THE ONE BUILDING PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. PAGE 6