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HomeMy WebLinkAbout3687 FALMOUTH ROAD/RTE 28 - Health ar;tans Mills h 058 038 �- \ i E i Jun 19 06 12: 54p 508-833-2177 p. 1 Town Of Barnstable' ' Regulatory Services Thomas F.Geiler,Director - Pub is Health INV ision a Thomias lVicKean,Director Y ~ 200 Main Street,Hyannis,MA 02601 Office:.508-862-4644 Far 508-794-6344 Installer&Designer Certification Form Date: /U 20 Designer: 1� Installer: ' r Address: . '` "� z.. i�i Address: On. was issued a permit to install a . {date} 7 (installer} septic system it ` � �V � based.on a design drawn by (address) q )IP(<-)l� (designer) 1/ ;lk-certify that'the septic system referenced above was installed substantiall cord t Y g o the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank 1 certify that the septic system referenced above was installed with major changes (l.e, greater than 10' lateral relocation of the SAS or any vertical relocation of any component septic system)but in accordance with State&Local Replations, Plan revision or c ed as-built b to follow. OF OAWDASON s ignatme) g' _ M m aj ';p N0.1066 o y� � STSP,f. (D='gnWs Signatnre) (Affix ea's.Stamp Here) PLEASE RETURN TO FA MTABLE PUBLIC HEALIN DIVISION. CERT MCATE OF COMPLIANCE � NQT BE ISSUED UNTIL BOTH -THIS FORM AND AS- BUIL3' W ARE RECEIVED BY TRE.BARNSTABLE PUBLIC HEALTH DIVISION THANK YOU:. Q.Health/Septic/DesignerCertification Form 2.3 (01 ' COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAO ��R -T ON PARCEL G LCIT AUG 2 4 2004 T TOWN OF bAt W&� f LE TITLE 5 HEALTH DEPT. OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A Z S,q� CERTIFICATION ZED Property Address: 3687 Falmouth Road Marstons Mills Owner's Name: Kathleen McHugh Owner's Address: Date of Inspection: 8/13/2004 Name of Inspector: (please print) Patrick T. Sullivan Company Name: Ready Rooter Mailing Address: P.O.Box 371 Sandwich,MA 02563 Telephone Number: (508)888-6055 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems.I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The System: _Passes Conditionally Passes Needs Further Evaluation by the Local Authority Fails Inspector's Signature: _� "� ��2�--�- Date: I f The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that,. time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Page 2 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 3687 Fahnouth Road Marstons Mills Owner: Kathleen McHugh Date of Inspection: 8/13/2004 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D C. 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 t e replaced or repaired.The system,upon completion of the replacement or repair,as approved by the Bo rd of Health,will pass. Answer yes,no or not determined (Y,N,ND)in the for the following statem ts. If"not determined"please explain. The septic tank is metal and over 20 years old*or the septic tank(wh er metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is i inent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by th oard of Health. *A metal septic tank will pass inspection if it is structurally sound,no eaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or hig static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven istribution box. System will pass inspection if(with approval of Board of Health): broken pe(s)are replaced obs tion is removed As ' ution box is leveled or replaced ND explain: The system required pumping ore than 4 times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of a Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: Page 3 of 1 I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 3687 Falmouth Road Marstons Mills Owner: Kathleen McHugh Date of Inspection: 8/13/2004 C. Further Evaluation is Required by the Board of Health: Conditions exist which require furt/,heion by the Board Health in order to determine if the system is failing to protect public health,safety ornment. 1. System will pass unless Board oftermin in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a mah wi protect public health,safety and the environment: _Cesspool or privy is within 50face water_Cesspool or privy is within 50rdering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if a )determines that the system is functioning in a manner that protects the public health,safety and env' onment: —The system has aseptic tank and soil absorption system(SAS)and the AS 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 Z ne 1 of a public water supply. The system has a septic tank and SAS and the SAS is withi 0 feet of a private water supply well. _The system has a septic tank and SAS and the SAS is I s than 100 feet but 50 feet or more from a private water supply well". Method used to determine ' tance "This system passes if the well water analysis,per ed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that a well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitroge is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis ust be attached to this form. 3. Other: Page 4 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 3687 Falmouth Road Marstons Mills Owner: Kathleen McHugh Date of Inspection: 8/13/2004 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes No Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool Static liquid level in the distribution box above outlet invert due to and overloaded or clogged SAS or cesspool _ _Z Liquid depth in cesspool is less than 6"below invert or available volume is less than 'h day flow _ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped _ Z Any portion of the SAS,cesspool or privy is below high ground water elevation. _:tZ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. _ _LZ Any portion of a cesspool or privy is within a Zone 1 of a public well. _,Z'Any portion of a cesspool or privy is 50 feet of a private water supply well. Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. (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 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 forma K-9-C(Yes/No)The system fails. I have determined that one or more of the above criteria exist as described in 310 CMR 15.303,therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: To be considered a large system the system must serve a f ity with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or"no"to each of the fol wing: (The following criteria apply to large systems in addit' n to the criteria above) yes no _the system is within 400 feet of a surf a drinking water supply the system is within 200 feet of a ibutary to a surface drinking water supply the system is located in a nitr gen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone II of a public water s ply well If you have answered"yes"to a question in Section E the system is considered a significant threat,or answered "yes"in Section D above the rge system has failed.The owner or operator of any large system considered a significant threat under Sec 'on E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The e I system owne should contact the appropriate regional office of the Department. Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 3687 Falmouth Road Marstons Mills Owner: Kathleen McHugh Date of Inspection: 8/13/2004 Check if the following have been done. You must indicate"yes"or"no"as to each of the following: Yes No Pumping information was provided by the owner,occupant,or Board of Health Were any of the system components pumped out in the previous two weeks? _ Has the system received normal flows in the previous two week period ? V'*'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? vl'_ Was the facility owner(and occupants if different than owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes No Existing information. For example,a plan at the Board of Health. Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(3)(b)] I Page 6 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 3687 Falmouth Road Marstons Mills Owner: Kathleen McHugh Date of Inspection: 8/13/2004 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): a Number of bedrooms(actual): .DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): Number of current residents: 3 Does residence have a garbage grinder(yes or no):A.3O Is laundry on a separate sewage system(yes or no):��[if yes separate inspection required] Laundry system inspected(yes or no): — Seasonal use: (yes or no): Water meter readings,if available(last 2 years usage(gpd)):a<nl�`'C = 32 1�3 Sump Pump(yes or no):Nc-') Last date of occupancy: C-<, COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no):— Industrial waste holding tank present(yes or no): Non-sanitary waste discharged to the Title 5 s em(yes or no):_ Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: � �-- Was system pumped as part of the inspection(yes or no): j If yes,volume pumped:j<3C5=>gallons--How was quantity pumped determined? Reason for pumping: TYPF,OF SYSTEM Septic tank,distribution box,soil absorption system _Single cesspool _Overflow cesspool Privy Shared system(yes or no)(if yes,attach previous inspection records, if any) _Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight tank _Attach a copy of the DEP approval Other(describe): Approximate age of all components,date ! stalled(if known)and source of information: Were sewage odors detected when arriving at the site(yes or no):/ Page 7 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property p y Address: 3687 Falmouth Road Marstons Mills Owner: Kathleen McHugh Date of Inspection: 8/13/2004 BUILDING SEWER(locate on site plan) Depth below grade: 03 it � Materials of construction:_cast iron V/40 PVC_other(explain): Distance from private water supply well or suction line: / Comments(on condition of joints,venting,evidence of leaka e,etc.): SEPTIC TANK:\,eL"'�(locate on site plan) Depth below grade: I C' Material of construction:_✓concrete_metal_fiberglass_polyethylene —other(explain) If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of certificate) Dimensions: '< Sludge depth: lr---)e` Distance from the top of sludge to bottom of outlet tee or baffle: t%` Scum thickness: 19`� Distance from top of scum to top of outlet tee or baffle: Co ` Distance from bottom of scum to bottom of outlet tee or baffle: —9-VT How were dimensions determined' , Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): WJ- ° n l t Vv ���+�G �_�.'�a C.a l�X \�J��_�—t OU V `PTV ,s.�,yl_47�'� ���.{'e Y �' 6✓�. GREASE TRAP:_(locate on site plan) Depth below grade:_ Material of construction:_concrete_metal fiberglass_polyethylene_other (explain): Dimensions: Scum thickness: Distance from top of scum to top of out tee or baffle: Distance from bottom of scum to bolt of outlet tee or baffle: Date of last pumping: Comments(on pumping recomme dations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evide a of leakage,etc.): Page 8 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 3687 Falmouth Road Marstons Mills Owner: Kathleen McHugh Date of Inspection: 8/13/2004 TIGHT or HOLDING TANK: (tank mustZbeesd of inspection)(locate on site plan) Depth below grade: Material of construction:_concrete_metal yethylene_other(explain): Dimensions: Capacity: gallons Design Flow: gallons/d Alarm present(yes or no): Alarm level: Alarm/work' order(yes or no): Date of last pumping: Comments(condition of alarmswitches,etc.): DISTRIBUTION BOX: 'V (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: (!!D" Comments(not if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): n -�K `��" �^`Oc.a_'7 e P•A�-Xis - �,. �+..,.'� -. c�e���nr. Cc,��ISZ �AA ..`..�,�.-lq`�V�.l,/pr.�bd`_ `✓'144�� i.�7►� ���V�a\� \iV ..32�V�� PUMP CHAMBER: (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pump chamber, ndition of pumps and appurtenances,etc.): Page 9 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 3687 Falmouth Road Marstons Mills Owner: Kathleen McHugh Date of Inspection: 8/13/2004 SOIL ABSORPTION SYSTEM(SAS): (locate on site plan,excavation not required) If SAS not located explain why: Type aching pits,number: leaching chambers,number: leaching galleries,number: leaching trenches,number, length: leaching fields,number,dimensions: overflow cesspool,number: innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation, etc.):Dn n CESSPOOLS: (cesspool must be pumped as rt 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 inflo yes or no): Comments(note condition of il, 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 hydrauli/ilure, level of ponding,condition of vegetation,etc.): I Page 10 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 3687 Falmouth Road Marstons Mills Owner: Kathleen McHugh Date of Inspection: V13/2004 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. ee � 7L 711 O _ � '� O Page 11 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 3687 Falmouth Road Marstons Mills Owner: Kathleen McHugh Date of Inspection: 8/13/2004 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water j (o feet Please indicate(check)all methods used to determine the high ground water elevation: _IZObtained from system design plans on record—If checked,date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) Checked with the local Board of Health-explain: Checked with local excavators, installers-(attach documentation) _,.LAccessed USGS database-explain: v,..,4,e ,--cam r u� , Gov., You must describe how you established the high ground water elevation: TOWN OF BARINSTABLE r � L(:+CATION —;VO- `7 �ytc%1, ., �ILT-2-23 SEWAGE # i - V ASSESSOR'S MAP & 1,01765196753 INSTALLER'S NAME&PHONE NO. C. = Cc V4 24-i""A SEPTIC TANK CAPACITY 0 LEACHING FACILITY: (type)2 a 1 &,a.4ti a3 L1 5�rage (size GOA' NO.OF BEDROOMS � � { _ a BUILDER OR OWNERC1'l!-� � 1�5 PERMTTDATE: Q `141` 0 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundw r Table to the Bottom of Leaching Facility Feet . Private Water Supply I and aching Facility (If any wells exist on site or within 2 feet of hing facili Feet Edge of Wetland Leac ' any wetland e ' t within 300 fee a ci ty) Feet Furnished by Cti. A 6o•4,c% 2. A,2q' Via' 5v :Z5 Za°- d Y � C 0 , s { a No. 0 uo S- Fees THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 0(ppYication for ;Dtgpooal *pztem Conotruction Permit Application for a Permit to Construct( , )Repair( )Upgrade( )Abandon( ) LJ Complete System ❑Individual Components Location Address or Lot No. Owner's N Address and Tel.No. Assessor's Map/Parce1 j Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: — JT'b 8°' �L'�O -33 � Dwelling No.of Bedrooms .y Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow `' gallons per day. Calculated daily flow -�•1'� gallons. Plan Date .9 Number of sheets Revision Date Title Size of Septic Tank /I-0 0 Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: G\♦ n w The undersigned agrees to ensure the construction and intenan a of the afore cribe on-site sewa a dis os in accordance with,the provisions of Title 5 of the Environ ental C and not ern to operation until a Certifi- cate of Compliance has been iss b this Board of He Signe Date �`� �d0 Application Approved by Date Application Disapproved for the f lowing reasons Permit No. 1 _& Date Issued �l ��li�-0 y/ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (certificate of Compliatice THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed (X)Repaired ( )Upgraded( ) Abandoned( )by os lS at s "a ore /J1/'i- has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. I dated �2 -0 V Installer �Designer�.� � li. The issuance of this permit 11 of c strued as a guarantee that the sy tem 1 nc 'on as designed. Date f '' � Inspector No. t o �< `'",� -= . . Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: _ I Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,, MASSACHUSETTS applic tion for 3010pogar *pgteru C4T gtruction Permit Application for a Permit io Construct( . )Repair( )Upgrade( )Abandon Complete System ❑Individual Components Location Address or Lot No.��"'���Erx(�/ArO �q� Owner's Name,Address and Tel.No. Assessor's Map/Parcelj`"� -7 CP .. Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. ! " Type of Building:' etA Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow .3. � gallons. Plan Date Number of sheets / Revision Date Title Size of Septic Tank Type of S.A.S.,/°/Ee�D �aZ Description of Soil Nature of Repairs or Alterations(Answer when applicable) . _ Date last inspected: Agreement: N'z S-r � -A << rl t� o v The undersigned-agrees to ensure the construction and atntena ce of the afore2am-th scribe on-site sewage disposal system in accordance with.the provisions of Title 5 of the Environ rdental Cod and not to � e- 'stemm operation on until a Certifi-, cate of Compliance has been iss by this Board of Heaft Signe �. _ Date ,ep-47— Application Approved by :S Date _C) `7 Application Disapproved for the tYllowing reasons - Permit No. /)L 0 U .5-I Cl Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(J')Repaired ( )Upgraded( ) s Abandoned( )by %� 1 11 cpvn a + at JT 1<ep 7 o&'T3// ./Pd /W—/". has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated —?�ci -r) V/ Installer �Designer40i4/.-/Ab_ G'. %' .P The issuance of this permit shall not-be construed as a guarantee that the sys�emlunct�on as designed. J Date Inspector r r� 4 No. D n o y —5p l Fee = THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE,, MASSACHUSETTS �Digogaf 6 gtem ConfIructiou permit C C r,,�gb Permission is hereby granted to Construct( :repair( )Upgrade( )Abandon( ) System located at .3 95"y 7 ,i�if L h1/y7/ /P Q /.r! 4 . 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: Cons •uction ust be completed within three years of the date of tltis� e i . Date: Approved by )1,12L 41Z I DATE. 0/24/01 _--_ PROPERTY ADDRESS: 3687_Route 28 Marsto Mills-- -- _------- O �� Mass. 02648 ------------------------ On the above date, I inspected the septic system at the above address. This system consists of the following: 1 . 1 -1000 gallon septic tank. 2 . 1 -Distribution box. 3 . 1 -1000 gallon precast leaching pit. 6 'X10 ' Based on my inspection, I certify the following conditions: 4 . This is a title five septic system. ( 78 Code ) 5 . The septic system is in proper working order at the present time. S. Pumped septic tank at time of inspection.Heavey scum and solids layers were present. 7. The waste water is 66" below the invert pipe of the leaching pit. SIGNATURE. _ l Name:-J . P .- Macomber Jr .____-- Company: Jose.ph_P. Macomber-& Son , Inc . Address: Box 66 Centerville , Ma . 02632-0066 Phone: 508_775_3338 THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTY OR WARRANTY A JOSEPH P. MACOMBER & SON, INC. Tan ks-Cesspools-Leachflelds Pumped & Installed Town Sewer Connections �p P.O. Box 66 Centerville, MA 02632-0066 775-3338 775-6412 i COMMONWEALTH OF MASSACHUSETTS r r EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL, PROTECTION TITLE 5 OFFICIAL, INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 3687 Route 28 ars ons Mills Mass. Owner's Name: Fred Boden Owner's Address:P 0 Box 183 rr)t-,,; t-,Mass 02635 ---- Date of Inspection: 3 a!2 4 n 1 Name of Inspector: (please print) J.P. Macomber Jr. Company Name:Joseph P. Macomber & Son Inc Mailing Address: P=O- Box 66 rpnt-erui 1 lc Na 02632 Telephone Number: 508-775-3338 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: Passes _ Conditionally Passes _ Needs Further Evaluation by the Local Approving Authority Fails Of Inspector's Signature: , Date: The system inspector shall amit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Notes and Comments ""This report only describes conditions at the time of Inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page I f Page 2 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 3687 Route 28 Mars tons Mills,Mass. Owner: Fred Boden Date of Inspection: 1 0 2 4 01 Inspection Summary Check A,B,C,D or E/ALWAYS complete all of Section D A. System Pa �he ot foun�anin�formati�onhich indicates that any of the failure criteria described in 310 CMR 15.303 �CMRailure criteria not evaluated are indicated below. Comments: The septic system is in proper working order at the present time. B. System Conditionally Passes: Nd 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. 10 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. ND explain: Vo 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: 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 is removed ND explain: 2 age 3 of I 1 f OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address:3687 Route 28 Mars tons Mills,Mass. Owner:Fred Bo en Date of inspection: 1 0 24 01 C. Further Evaluation is Required by the Board'of Health: WO Conditions exist which require further evaluation by the Board of Health i.n 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: r ld 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: A10 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 I of a public water supply. !G� The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. Ae)The system has a septic tank and SAS and the SAS is less than 100 feet tot 50 feet or more from a private water supple well". Method used to determine distance l/ "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 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: 3 I Pape 4 of 1 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 3687 Route 28 Marstons Mills,Mass. It Owner:Fred Boden Date of Inspection: 10 24 01 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes No ackup of sewage into facility or system component due to overloaded or clogged SAS or cesspool Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or — clogged SAS or cesspool Static liquid level in the distribution box tbove outlet invert due to an overloaded or clogged SAS or ;/esspool L iquid depth inresspnol is less than 6"below invert or available volume is less than day flow Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number f times pumped ) rAWA'eWAY y portion of the SAS, cesspool or privy is below high ground water elevation. Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface ter supply. Any portion of a cesspool or privy is within a Zone I of a public well. 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 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.] A)d(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 _ _ the system is within 400 feet of a surface drinking water supply t)te system is within 200 feet of a tributary to a surface drinking water supply _ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes" in Section D above the large system has failed.The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 4 Page 5 of I I i OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Prop �'a Address:3687 Route 28 Marstons Mi11s,Mass. Owner: Fred Boden Date of Inspection: 1 0/24/01 Check if the following have been done. You must indicate des"or"no" as to each of the following: Yes No _r/ Pumping information was provided by the owner, occupant, or Board of Health Were any of the system components pumped out in the previous two weeks Has the system received normal flows in the previous two week period? ZHave large volumes of water been introduced to the system recently or as art of this inspection ? P P 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: Yes no� !/ Existing information. For example, a plan at the Board of Health. Determined in the field(if any of the failure criteria related to Pan C is at issue approximation of distance is unacceptable) (310 CMR 15.302(3)(b)) f 5 Page 6 of 1 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address:3687 Route 28 Marstons Mi11s,Mass. Owner: Fred Boden Date of Inspection: 10/2 4/01 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design):� Number of bedrooms(actual): j DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x# of bedrooms): �x 1,V ff e)eAW, Number of current residents:a& Does residence have a garbage grinder(yes or no):_,tV Is laundry on a separate sewage system(yes or no):440 [if yes separate inspection required] Laundry system inspected yes or no): Seasonal use: (yes or no): ater meter readings, if available(last 2 years usage(gpd)):. Sump pump(yes or no): ,kV Last date of occupancy: COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sgft,etc.):_W1/4 Grease trap present(yes or no):d Industrial waste holding tank present(yes or no): Non-sanitary waste discharged to the Title 5 system(yes or no):4L4 Water meter readings, if available: Last date of occupancy/use: ,fJ OTHER(describe): GENERAL INFORMATIONr Pumping Records M �� 6 9 Source of information: - d /�,(f �' �,sii9l,�JPe,U�9irxG Was system pumped as part of the inspection(yes or no): If yes, volume pumped: gallons-- How as uantity umped deter ed? Reason for TYPR OF SYSTEM Septic tank,distribution box,soil absorption system •;PO-Single cesspool 2j2 Overflow cesspool 4k Privy 410 Shared system(yes or no)(if yes,attach previous inspection records, if any) .lam Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) ,!/)Tight tank ,60 Attach a copy of the DEP approval Nl) Other(describe): 116� Approx' of all onents, date installed(if known)and source of information: Were sewage odors detected when arriving at the site(yes or no): 6 f Page7ofII Y OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address:3687 Route 28 Marstons Mills, ass. Owner: Fred Boden Date of Inspection: 1 0/2 4/01 BUILDING SEWER (locate on site plan) q Depth below grade:_f Materials of construction: _cast iron 40 PVC lld oth it(explain): 41A Distance from private water supply well or suction line: A t Comments(on condition of joints, venting,evidence of leakage, etc.): Joints appear tiaht.No evidence of leakage.System is vented through the house vent. SEPTIC TANK: Zlocate on site plan) ld0o 9W4&5 Depth below grade:/` � � Material of construction: liconcrete4/0 metal&�?fiberglass&jpolyethylene 4�Lother(explain) 4J/¢ If tank is metal list age: Q Is age confirmed by a Certificate of Compliance(yes or no):i'Ua(attach a copy of certificate ll_ Dimensions: Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness: Distance from top of scum to top of outlet tee or baffle: 4 Distance from bottom of scum to bo m of outlet tee or baffle: 43 How were dimensions determined: L�WA21 �i 67" Comments (on pumping recommendations, inlet and outlet tee or baffle eondition, structural integrity, liquid levels as related to outlet invert, evidence of..leakage, etc.): n Pump the septic tank every 23 years- Tnl et & nut-1 Pi- t-PPc; are i n place-The tank i G strnet-ural 1 v s. nnd—and—Shr-iwS—n.o evidence of leakage. GREASE TRAPlocate on site plan) Depth below grade: N// Material of construction:4YconcreteA/4 metaL40 fiberglass4li polyethylene Aother (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:WIf Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Grease trap is not present. I 7 r Page 8 of 1 I OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:3687 Route 28 Mars tons i s.Mass. Owner: Fred Boden Date of Inspection: 10/2 4/01 TIGHT or HOLDING TANKAm6(mnk must be pumped at time of inspection)(locate on site plan) Depth below grade: -y'4 Material of construction: concrete fZg metal�jr�fiberglass &, polyethylene"other(explain): 1 Dimensions. A Capaciry: A&O eallons Design Flow: gallons/day - J, Alarm present(yes or no): Alarm level:—4,0_ Alarm in working order(yes or no):.,j Date of last pumping:—dl2- Comments (condition of alarm and float switches, etc.): Tight or o in are n — 5an s DISTRIBUTION BOX: Zif 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.): ion box has one lateral.No evidence of solids _carry m 7A,- No yi Bence of leakage into or out or te box. PUMP CHAM.BERA�gg (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): PUMD chamber is not present. 8 Page 9 of 1 1 OFFICIAL INSPECTION FORM —NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 3687 Route 28 Mars tons i s, ass. Owner:Tred Bo en Date of Inspection: 1 SOIL ABSORPTION SYSTEM (SAS): (locate on site plan,excavation not required) 1 -1000 gallon precast leaching pit packed in 1�" stone. T' x If SAS not located explain why: Located;See page 10 Type leaching pits, number: _f&leaching chambers, number: 0 _,V42leaching galleries,number: leaching trenches,number, length: B leaching fields,number, dimensions: overflow cesspool, number: Q �, c innovative/altemative system Type/name of technology:;z7- jl e.j �p Q Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil,condition of vegetation, etc.): Loamy sand to boney medium sand to fine sand No signs of hydraLlic failure or Ponding Vegetation is normal wastA water ; s s; XtY six inches below the invert pipe. CESSPOOLS Je,(cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: 0 _ Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum laver: _ Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): Cesspools are not present. PRIVY(locate on site plan) Materials of construction: Dimensions: 0 Depth of solids: Comments (note condition of soil,signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy is not present 9 r Page 10 of 1 I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address:3687 Route 28 Mars tons Mills,Mass. Owner: Fred Boden at ;, i fall �cc�ccio e••�••n Date of Inspection: 1 0 24 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 fee t. Locate where public water sup ply pply enters the building. h� 18�1 --L:15dMUn ,viq ntsldun muntntyd�IltB anirt'jL9} - ...... ..... . ........ ..... ..... ..... I 10 Pa e l I of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 3687 Route 28 Marstons Mills, ass. Owner: Fred Boden Date of Inspection: 1 0/2 4/01 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 0 feet Please indicate (check) all methods used to determine the high ground water elevation: _Obtained from system design plans on record - If checked,date of design plan reviewed: _Observed site(abt:tting 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: Used; Gahrety & Miller Model.Ground Water Elevation above sea level USGS 92-0001 Plate #2 USGS Observation well data. Top of Ground Leaching Pit J'eet Groundwatereet Below Bottom of Pit High Groundwater Adjustment Therefore, the vertical separation distance between the bottojjn� ,/ of the leaching pit and the adjusted groundwater table is 310'7 feet. 11 Tf-all�r rnr•nmrl�T.T+�nm.R R11+a+sn'rT+r.�nrm Terw7J 1��'�natwT .TFTrtr- .•�r-..t..r... 'I'OHN OF Barnstable BOARD OF IIEALTII SUIISURFACF SFHACF DISPOSAL SYSTEM INSPECTION FORM - PART D •- CERTIFICATION 0_11-1--t —T,.II.�.�aT TT:..1'.f.T/I TIRiRTT7�:7T'�—"IT91n'n!/il'R1R-'+1'anT4wr.R.�A.�',.A ,R.I I1 .•.tI-TT•-. �... -TYPE OR PRINT CI.EARLY- PROPERTY INSPECTED STREET ADDRESS 3686 Route 28 Marstons Mills Mass. ' ASSESSORS MAP , BLOCK AND PARCEL # 058-038 OWNER' s NAME Fred Boden- PART D - CERTIFICATION NAME OF INSPECTOR Joseph P. Macomber Jr. COMPANY NAME Joseph P. Macomber & Svn Inc COMPANY ADDRESS P.O. Box 66 Centerville Ma 02632 Street Town or City Stat• LIP COMPANY TELEPHONE (508 ) 775 - 3338 FAX ( 508 ) 790 - 1578 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposaj system at this address and that the information reported is true , accurate , and omplete as of the time of ,inspection . The inspection was performed and any recommendations regarding upgrade , maintenance , and repair are consistent with my training and experience in the proper function and maintenance of on- site sewage disposal systems . Chec}y one ; . System PASSED The inspection which I have conducted has not found any information which indicates that the system fails to adequately protect public )lealLh or Lhe environment as defined in 310 CMR 16 . 303 , Any failLIre criteria not evaluated are as stated in the FAILURE CRITERIA section of this form . System FAILED* The inspection which I have con Vcted has found that the system fails to protect the jiublic health and the environment in accordance with Title 5 , 310 CMR 15 , 303 , and as specifically noted on PART C - FAILURE CRITERIA of this inspection form . le Inspector Signature Date ecopy of this c rt.ification must be provided to the OWNER, the BUYER On where applicable ) and the 130ARD OF HEALTH. * If the inspection FAILED, the owner or'"'operator shall upgrade system within one year of the date of the inspection , unless allowed or required otherwise as provided in 3,10 CMR 16 . 305 . partd .doc DATE: 7/2/98 PROPERTY ADDRESS: 3;687 -Route 28 Marstons Mills,Mass . `n2Czna RECCEIVE11 JUL U On the above date, I Inspected the septic system at the above a:d;d-rests:katE y This system consists of the following: t 1 . 1 -100-0 gallon septic tank. 2 . 1 -Distribution box. .< 3 . 1 -100D gallon precast leaching pit.. based bn my Insnectlon, I certify the following conditions: 4 . This is a title Five Septic System. ( 78 Code ) 5 . The septic system is in proper working order at the present time. •6 : Pumped tank as part of inspection. 7 . Replaced broken Distribution box. . 8IGNATURr,: IL /, OL Name: J. P.Macomber Jr... -------,--------------- Company _J• P_MacoMber & Son-_Inc . ; Address: __Cente�rville . Mass__0.2.632 ' Phone:___50.8, 7 .3338_______ • i THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTY OR WARRANTY • JOSEPH P. MACOMBER & SON, INC. Tanks-C#sapools-Lesihflelds . Pumped & Installed Town Sewer Connections P.O. Box 66' Centerville, MA 02632-0066 775-3338 775-6412 . i COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617.292.5500 WILLIA.S1 F.WELD TRUDY CO Govcmor Sccrcl ARGEO PAUL CELLUCCI DAVID B.STRU Lt.Govcmor SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM Commissio PART A CERTIFICATION Property Address: 3687 Route 28 Marstons Mills,MA*bess of Owner: Date of Inspection: 7/2 98 Mass. (If diHerent) Name of Inspector: ,Tnaanh P Marnmber Jr. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000) Company Name: J.P.Macomber & Son Inc. Mailing Address: BOX 66 Centerville,Mass . 02632 Telephone Number: 5 0 8—7 7 5—3 3 3 8 'CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accuratit and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewagedisposal systems. The system: Passes _ Conditionally Passes Needs Further Evaluation By the Local Approving Authority _ Fails Inspector's Signature: Date: The System Inspect shall submit a copy of this inspection report to the Approving Authority within thirty (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 repon to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the system owrx and copies sent to the buyer, if applicable, and the approving authority. INSPECTION SUMMARY: Check A, B, C, Or D: AI SYSTEM PASSES: _ I have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303 Any failure criteria not evaluated are indicated below. COMMENTS: BI SYSTEM CONDITIONALLY PASSES: One or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system, upo completion of the replacement or repair, as approved by the Board of Health, will pass. Indicate o, or not determined (Y, N, or ND). Describe basis of determination in all instances. If`not determined', explain why not. The septic tank is metal, unless the owner or operator has provided the system inspector with a copy of a Certificate of a: Compliance (attached) indicating that the tank was installed within twenty (20) years prior to the date of the inspection; c the septic tank, whether or not metal, is cracked, structurally unsound, shows substantial infiltration or exfiltration, or tans failure is imminent. The system will pass inspection if the existing septic tank is replaced with a conforming septic tank as approved by the Board of Health. (reviaed 04/25/27) Dag• 1 of 10 DEP on the World Wide Web: http:1twww.ma gnet.state.ma.u sloe p Primed on Recycled Paper U SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 3687 Route 28 Marstons Mills,Mass. Owner: John Burke Date of Inspection: 7/2/9 8 Bj SYSTEM CONDITIONALLY PASSES (continued) Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. The system will pass inspection if(with approval of the Board of Health). Describe observations: broken pipe(s) are replaced obstruction is removed distribution box is levelled or replaced The system required pumping more than four 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 is removed C) FURTHER EVALUATION 15 REQUIRED BY THE BOARD OF HEALTH: 1)0 Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health, safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: V6 Cesspool or privy is within 50 feet of a surface water ,fb 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 APPROPRIATE) DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet to a surface water supply or tributary to a surface water supply. The system has a septic tank and soil absorption system and the SAS is within a Zone I of a public water supply well. The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well. The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private water supply well, unless a well water analysis 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. Method used to determine distance _(approximation not valid). 3) ,OTHER 1 N (revised 04/35/97) Page 2 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 3687 Route 28 Marstons Mills,Mass. Owner: John Burke Date of Inspection:7/2/9 8 D] SYSTEM FAILS: You must indicate ei;i,er "Yes" or"No" as to each of the following: I have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 15.303. The basis for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to cornea the failure. Yes No , ✓ Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. Static liquid level in the distpbtion box above outlet invert due to an overloaded or clogged SAS or cesspool. Liquid depth in cecspoel-is less than 6" below invert or available volume is less than 1/2 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped Q. I/ Any portion of the Soil Absorption System, cesspool or privy is below the high groundwater elevation. Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy is within a Zone I of a public well. f� Any portion of a cesspool or privy is within 50 feet of a private water supply well. -f� 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. If the well has been analyzed to be acceptable, attach copy of well water analysis for coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. El LARGE SYSTEM FAILS: You must indicate either "Yes" or "No" as to each of the following: The following criteria apply to large systems in addition to the criteria above: . The system serves a facility with a design flow of 10,000 gpd or greater (Large System) and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: Yes No A& the system is within 400 feet of a surface drinking water supply _ jam" the system is within 200 feet of a tributary to a surface drinking water supply 1 the system ii`-located in a nitrogen sensitive area (Interim Wellhead Protection Area - IWPA) or a mapped Zone II of a public water supply well) The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program requirements of ,141rCMR 5.00 and 6.00. Please consult the local regional office of the Department for further information. h (revised 04/25/37) ! Page 3 of 10 A SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 3687 Route 28 Marstons Mi11s,Mass. Owner: John Burke Date of Inspection:7/2/9 8 Check if the following have been done: You must indicate either "Yes" or"No"as to each of the following: Yes No , Pumping information was provided by the owner, occupant, or Board of Health. fs� ' None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. As built plans have been obtained and examined. Note if they are not available with N/A. — The facility or dwelling was inspected for signs of sewage back-up. The system does not receive non-sanitary or industrial waste flow. — The site was inspected for signs of breakout. — All system components, t%cluding the Soil Absorption System, have been located on the site. Y — The septic tank manholes were uncovered, opened,and the interior of the septic tank was inspected for condition of baffles or tees, material of construction, dimensions; depth of liquid, depth of sludge, depth of scum. The size and location of the Soil Absorption System on the site has been determined based on: — The facility owner (and occupants, if djfferent from owner) were provided with information on the proper maintenance of Sub-Surface Disposal System. Existing information. Ex. Plan at B.O.H. / Determined in h fi I if n f h .f it r i i '— — the field any o t e a u e cr ter related to Part C is at issue, approximation of distance �s unacceptable) (15.302(3)(b)) a, (revised 04/25/37) P&ge 4 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Propeny Address: 3687 Route 28 Marstons Mills,Mass . w.ne John Burke Date of Inspection:7/2/98 FLOW CONDITIONS RESIDENTIAL: Design floN. 'M0 p.dibedroom for S.A.S. N m r r m u tx o(bed oo s.-0—, Number of Currenl residents Caroage gander Iyes or no) �% laundry connected to system Iyes or no).11s Seasonal use (yes or no)." 99� Un �VG1 i4X)I Water meter readings, if available (Iasi two (2) year usage (gpol: Svmp Pump Iyes or no): 21 999 ;ast cite of occupancy COMMERCIAUIN'DUSTRIAL: Type of establish 1: Design flow: U/Y_gallons/day Grease trap present: [yes or no industrial Waste Molding Tank present: (yes or no)" %on•sanitar) waste discharged to the Title 5 system: (yes or no).(� water meter readings, if available. W/0 Last date Ot oCCupanC'y:--z2A OTHER: :Descr.bet Last date of occupancy GE ERAL INFORMATION PUMPING RECORDS and source of information. L System pumped as part of tnspeL ,o : es or no) 5 Ii yes, volume pumped: —� , gallons / J Reason for pumping TYPE Of TEM Septic tank distribution box/soil absorption system Single cesspool Overflow cesspool �11'L Pr.vy Shared system (yes or no) (if yes, anach previous inspection records, if any) VA Technology etc Copy of up to date contrail Other ;L APPROXIMATE AGE of all Components, date installed (if known) and source of information: S<..agc odors detected when arriving at the site: (yes or no)y� h I It.�I..d 04/15/11) P.y. 5 of 10 SUBSURFACE SEWAGE DISPOSAL.SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 3687 Route 28 Marstons Mills,Mass. Owner: John Burke Date of Inspection:7/2/9 8 BUILDING SEWER: (Locate on site plan) Depth below grade: Material of construction: _cast iron Z0 PVC_other (explain) Distance from private water supply well or suction line Diameter Comments: (condition of joints, venting, evidence of leakage, etc.) Joints a pes2r SEPTIC TANK:ZOO,7A't 60 S (locate on site plan) y Depth below grader Material of construction: _concrete _metal _Fiberglass _Polyethylene _other(explain) If tank is metal, list age_ Is age confirmed by Certificate of Compliance V&(Yes/No) Dimensions: Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness: Q_ Q1 Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to b0t10,M of outlet t or baffle: How dimensions were determined: Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural • Tnl of R nttt-1 Pt' integhty, evidence of leakage, etc.) PUIT)� tank eyer'�1yPar r we GREASE TRAP: s� (locate-on site plan) Depth below grader Material of construction�d concrete4�&netal40 Fiberglass4.,APolyethylene4ZAeother(explain) Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baHle:� Distance from bottom of sc m to bottom of outlet tee or baffle:� Date of last pumping: Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structure integrity, evidence of leakage,-etc.) Grease trap is not resent. yay• 6 of 10 (revised 04/3S/97) SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) PropertyAddress:3687 Route 28 Marstons Mills,Mass . Owner: John Burke Date of Inspection: 7/2/9 8 TIGHT OR HOLDING TANK:AQrfTank must be pumped prior to, or at time, of inspection) (locate on site plan) Depth below grade: Material of construct ion:gj1concrete,V metal, FiberglassAllPolyethyleneA1,41other(explain) Dimensions: vA Capacity: A gallons Design flow: gallons/day Alarm level:_ Alarm in working order Yes;,( No Date of previous pumping: 1_ Comments: (condition of inlet tee, condition of alarm and float switches, etc.) Tight or Holding Tanks are not present. DISTRIBUTION BOX: (locate on site plan) Depth of liquid level above outlet invert: Vd Comments: (note if level and distribution is equal, evidence of solids carryover, evidence of leakage into or�out of box, etc.) Distribution box_ has one ateral ;No evidence of solids carry over; No evidence of leakage into or out of h box PUMP CHAMBER:_�t/� (locate on site plan) Pumps in working order: (Yes or No) Alarms in working order (Yes or No) .0 . Comments: (note condition of pump chamber, condition of pumps and appurtenances, etc.) The pump chamber is not present- (revised 04/25/97) Page 7 of 10 I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 3687 Route 28 Marstons Mills,Mass . Owner: John Burke Date of Inspection:7/2/9 8 / SOIL ABSORPTION SYSTEM (SAS): (locate on site plan, if possible; excavation not required, but may be approximated by non-intrusive methods) If not determined to be present, explain: Type: leaching pits, number: leaching chambers, number:Q leaching galleries, number: leaching trenches, number,length: leaching fields, number, dimensions: 1*3 overflow cesspool, number: Alternative system: R A�� Name of Technology: 1 Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) Loamy sand to medium fine sand;No signs of hydraulic failure, or pondina;All vegetation is normal , CESSPOOLS:417AIv (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 (cesspool must be pumped as part of inspection) Cesspools are not present Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) Cess oo s are not present. PRIVY:/�Q, (locate on site plan) Materials of construction: NA Dimensions: NA Depth of solids: NA Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) Privy is not present. (revised 04/3S/97) P&ge 9 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) PropenY Address: 3687 Route 28 Marstons Mills,Mass . O„ner: John Burke Date of Inspection:7/2/9 8 SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locate all wells within 100' (Locate where public water supply comes into house) I / I 5/ I � f i C 3Co8 R ,$ ry2oxt,A-on9 m'I,115 ((.v S.•d 0�/2 S/77) r p.y• 9 of 10 SUBSURFACE SEWAGE DISPc >-L SYSTEM INSPECTION FORM Pr 0* C SYSTEM INFOI,"- ,PION (continued) Property Address. 3687 Route 28 Marstons Mi11s,Mass. Owner: John Burke Date of Inspection: 7/2/9 8 r Depth to Groundwater Feet Please indicate all the methods used to determine High Groundwater Elevation: Obtained from Design Plans on record D' O rvation of Site (Abutting property bservation hole, basenknt'sump etc.) JZ'Determine it from local conditions Check with local Board of health Check FEMA Maps ,Check pumping records Check local excavators, installers Use USGS Data Describe in your own words how you established the High Groundwtcr•Elevation. Must be completed) Used Water Contours Map Gahrety & Mi11er .Mode1 r 12/16/98 (r.v1..d 04/25/97) Pa9, 100f 10 a•rntnrw f-tltTf�T-fmr mrnmrslrn+lnrrrlrR�1-rTsfrllre*Rrm�trcr+.'Y 1Te�rrertOT .rn•r+-a--.v-Tlr:.tr.r TOWN OF Barnstable BOARD OF HEALTH SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM - PART D •- CERTIFICATION ^•Tt1^T':•::f-T.II7.^.S.TT 11rt.1•II.TTI Toff Je'TTf iT1"'.TtTT.rt•iT'{IRR'\amT1➢TTnRR4Otf RTfRROT{TlPr7 RTII IITTRTTTtiP'tTTT.7TT'.•.+t1'T•T�-1r+. -TYPE OR PRINT CLEARLY- PROPERTY INSPECTED STREET ADDRESS 3687 .Route 28 Marstons Mills,Mass . ' ASSESSORS MAP, BLOCK AND PARCEL # O OWNER' s NAME John Burke' PART D — CERTIFICATION NAME OF INSPECTOR Joseph P.Macomber Jr. COMPANY NAME J.P.Macomber & Svrf 'Inc. COMPANY ADDRESS Box 66 Centerville,Mass. 02632 . Street Town or City State LIP COMPANY TELEPHONE ( 508 ) 775 - 3338 FAX ( 508 ) 790 - 1578 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposaj system at this address and that the inforration reported is true , accurate , and complete as of the time of inspection . The inspection was performed and any recommendations regarding upgrade , maintenance , and repair are consistent with my training and experience in the proper function and maintenance of on'- site sewage disposal systems . Check one: S y steui PASSED The inspection which I have conducted has not found any information which indicates that the system fails to adequately protect. public health or the environment as defined in 310 CMR 15 . 303 . Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form . System FAILED* The inspection. which I have �conncted has found that the system fails to Protect the public health and the environment in accordance with Title 5 , 310 CMR 15 . 303, and as specifically noted on PART C - FAILURE CRITERIA of this inspection form . Inspector tignatur Date One copy of this certification must be provided to the OWNER, the BUYER ( where applicable ) and the BOARD OF 11EAL1'11. * If the inspection FAILED, the owner or""o^ arator shall u p p8rado ' tha system within one year of the date of the inspection , unless allowed or required otherwise as provided in 3.10 CMR 15 , 305 . partd .doc , G-J ti b - sS byv 3�of THE COMMONWEALTH OF MASSA.CH,USETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION BE IT KNOWN THAT Joseph P. Macomber, Jr. Has satisfied the Department's qualifications as required and is hereby authorized to use the title b CERTIFIED TITLE 5 SYSTEM INSPECTOR as provided in 310 CMR 15 .340 and Section 13 of Chapter 21 A of the General Laws. Issued by The Department of Environmental Protection. Junr x, 19) Acting Dirccu>r of the L)' iun ut Watrt Yullutivn Cucitril `t; O-Z A T ION, SEWAGE PERMIT NO. VILLAGE INSTA LLER'S NAME rI< ADDRESS is- ed � i„�l O E R OR OMIN ER ' 7n�tv 7v ,@ GATE PERMIT ISSUED T� D A T E COMPLIANCE ISSUED / 36 �' 1 IF Ra w- 7 � t ^ ivo.. �-6�� Fms.. ........�. .. THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF H A TH .....:........OF.......��.�,(-,AIJ. �• ---.............................................. Appliratiou for Dhip ti al Workii Tomlrn:etinn ramit Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal System at: ....... ...................(!..e'.l .a G . - ........ ion-Ad ess or Lot No: Owner Addr s - -- - � Installer � Ad ess d Type of Building Size Lot....a� ._Sq t V Dwelling—No. of Bedrooms----•--•-_---------'�......•-••--....Expansion Attic ( ) Garbage Grinder aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria 04 Other fixtures W Design Flow.............`2 .__ .............gallons per person per day. Total daily flow................... _ . ............gallons. W Septic Tank—Liquid capacity/ Ilons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Widt _ _..._._-.-_.___._ Total Leng ......�___. . Total leaching area....................sq. ft. Seepage Pit No..../0 '-Dia ----------------�tkl4bCfow� .__. .. Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) �/ `'' Percolation Test Results Performed by............... XL.�iE ���._•••-____._._____ Date..__4� ,?_�-------_-- aTest Pit No. 1................minutes per inch Depth of Test Pit.._.... ......... Depth to ground water-----------_............ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ --------------------------•-------------•----:---•--------•-.----.---- ------------•----._... x Descrip tion of Soil_________________________ : U ----------------------------------------------------- •---------- --------------------- .....-•-------------------------------------------------------•----.-.------•--•----------------------------------- W ••-•-•-•-------------------------------•--------•--•------------...--•••••--•----••--•----•--•••--------•---•-----------...----..........••... ......1------•••--------•---•-----•----.._...----...--•- 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 TL I TL YIE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has e i by the board o ealt g ��'1 .�' :.Si .--------•---------- ----------------- --------------- - •- ------•- -•-- ................. ApplicationApproved By ----- .--•-- •----.----..-•------------------------•------•--------•---------------- 1 �::....Z Date Application Disapproved or a following reasons-------------------------------------•--------------------•-----------------------------•----••••-•.............. ....................••••--••-••••-••----•--...................--------••---------------------•-..............-•---••••-••••••---_...._._..--•-••.•••---•---••-•-------•------•••-•••. ...••••-•-•--- Date PermitNo......................................................... Issued..................................................... �` Date Finc ................ Ali iN4 W llw, HE EALTH OF MASSACHUSETTS 'BOARD OF HEALTH ..................... .......... OF.......... .............................. .......................................... 'Appliration for Uhipatial Workii Tomitrurtion runfit Application is..hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at: ................................................................................................ ............................................................................................. .Location-Address or Lot No. ................................................................................................ .................................................................................................. Owner t j Address ................................................................................................... ...----------------- ­------------­'­------*'"*-------*-------------------- Installer t Address Type of Building Size Lot............................Sq. e Dwelling—No. of Bedrooms............................................Expansion Attic Garbage Grinder a Other—Type of Building ............................ No. of persons............................ Showers Cafeteria Other fixtures Design Flow............................................gallons per person per day. Total daily flow............................................gallons. 9 Septic Tank—Liquid capacity............gallons Length................ Width...____........_ Diameter__.____......._. Depth.....__......... Disposal Trench—No. .................... Width-.............._._.. Total Length___......._......... Total leaching area....................sq. ft. Seepage Pit No_____________________ Diameter.._.......__._...... Depth below inlet.................... Total leaching area.........-........sq. f t. Z Other Distribution box Dosing tank Percolation Test Results Performed by--=.................................................................i�...... Date........................................ /..... Test Pit No. I................minutes'per inch Depth of Test Pit.__.__._....... Depth,to ground water.._....____._._._......- (14 Test Pit No. 2................minutes per inch Depth of Test Pit._......-......._... Depth to ground water__...._..__._._....._... 04 ............................................................... --------"------------ --------*-------------------*......*------- 0 Description of Soil...................................................................................................................................................................... X U .................................................................................................................................................... ................................................... ..............................................................................................................................................................................__...................... U Nature of Repairs or Alterations—Answer when applicable...__.......................................................................................... ........................................................................................................................... ............................................................................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Didposal System in accordance with the provisions of T I T 1Z- 5 of the State Sanitary Code—The undey-signed further agrees not to place the system in operation until a Certificate of Compliance has bee s yedNy the board lth . ..........Sign. ................... ---- -------- ............. Application Approved By. ... ....................................................................... ------//A 'T 7.....F�.. ...71......... Date Application Disapprove for�tlie following reasons:............................................................................................................... ......................................................................................................................................................................................................... Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...................................I......O F..................................................................................... . Tntifirate of Toutpliatta THI.F)S TO TIFY, That the Individual Sewage Disposal System constructed r Repaired byl ..... Installer ---------- ---------------------------­----------"---­----­------*------------------------------------------------------- te Sa ------- ----- ------- ---- �-4as been installed in accordance with the provisions...of TITLE.....5-of,-The,-St-a---------nita abed in the application for Disposal Works Construction Permit No._,(Z,2_:4_9_'3.............. dated_-_ I -- -----Z�. .............. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSJPED AS A GUARANTEE THAT THE SYSTEM W#11. FjV.NCTION SATISFACTORY. DATE...//Z.!�/K ................................................... Inspector. .............................................................................. -or THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH No... ...........................................OF..................................................................................... FEE.Zr....... Bis:P111141 orkD 011,11nskrwtiott Vamit Permissionis*reby granted........ ................................................... ................................................................ to Constr c or.Repair :n�Inh/i ua.17S�,age"s _--------------------------------------- at No.... ... . .... f)n....... . p Street as shown on the application for Disposal Works Construction'Permit No..................... Dated... .. ........................ ............7 //.............. --------------------........ ------------Board of Health DATE.................................... FORM I25S-HOBBS & WARREN. INC., PUBLISHERS � r � � 28 S,NG�.c— FAMILY - � BEoaooM - �I�,�Na`I �° u0 GaQeA�E GwNDE1Z �TA'1'E � . DJ1L�•-0-t:0w : Ito Y. 3 = 5EPTIG TANK c 33ox150% ---495G,P. Q. usE l000 GA%.. 97./ 0l,5P0SAL PIT usE 1000 5%VMVIALL ARC X s 1 J0 S.F _ 150 5-Fr =- BOTTOM AREAS.. Y? -£tF._ -TOTAL DS516NT ,¢2-5. (*,PM � , Per �• ) 4� -TOTAL pA 1 LY F�-ova! = 33o G.Po. I o 94 PE2COLATtON RATE] I"IN ZMtN o1~LE55 Psi"►' i ro T•W$- i I� OP k4. . `1N ,y OF , � � MCHARD O ALAN A. �S".. W. i II d BAXTER S", 10N ' 11 I*k 24048 No. 5 I �, 4 ST P '� d a D SSW. ► s O-At Erb t Q h�O� S cPS T�ZT $�7�79 To P FWD oc�"{ .. I! NGL� 10 F� ,9V ,-0 c�•9� ���fi �a��`�- Its/ 3•o LOAm i 10 ou twq. sussolo— D�6T. QAL• 92•� BoK NJ. SGPTIC• LP ITu tNY tNY. i God wltTN 9z.7. 9z"/ J54A10 1�3I4•I�i AV Wmmso ;, ,• 4TvN6 �I G6RTIFIGD PLOT PLAN i II - PRoFII.� MI(,-s Igo, rz • N o 5 GP►L6 5� ���=(00 .=a t o-6-aZ I I /Jo k/4 rE/L RE F E IZEN GE• ;,`� 1 CERTIFY TNAT 'tH� :590WN -- NE,R6oN GOMPLYS WITH TH6. SIDEL►NE LO-�- AuD SETbACX 6Qti1R.�MEN'f� F •tNE- ^TOWN of SAR�hTA3t$ AND 1S %7 p Z I LOCp.TED WITHIIJ T 6 FLOOD PLAIN ILL AIL• 3 S �, 3 DATE ►o z c BAXTEize Wye: INC. R.EG 1 ST ER6r'D �N 0 S u MY RX'02`-� THIS PLWQ 115 NOT gAgEp o�d AN osTEe.VILLE - MASS. tNSTR.�M6N'1' Su2vGY �'TNE oFF5ET5 6uo�►y �.,- a c_v�A1NC Lc�T -tIJC�� APPIIGAN.f IU�ITL �oLw-E ON-12062/MA -CRAFTSBURY CO / MCHUGH 91-01 19'-8' 30'=5 5/8' 40'-0' DATA PLATE, STATE LABEL 4 O � AND PPS LABEL LOCATION " 7'-11. 1/2 W2430 VAL 1 W2430 --W3615. _0 1/ , ` 15 -4 1/2 a i o 2' FUT VT N 3' RADON V N �b DB1 SB. 36 DWS ; PAN N HOME OFFICE I BATH #1 � DWR3 F-3/4' � 124.80. SQ. FT. v �, a, v 3 9.98 LIGHT REQ'D 3'-0' H I 3'-0' � 0D m ED 4,99 VENT REQ'D N �I 22.80 LIGHT PROV'D x x _ x --� 12,04 VENT PROV'D a ` KITCHEN/DINING .� CLO i y G LINK 13 :. 0 3'-6' -7 I I n r, I 2 0 L__ =u' 8'-1 1/2' N H ------------r---i 15'-I1' ® N .. I PULL DOWN j I STAIRS ; A� HALL (3) 2x4 SPF STUD GRADE. o CLO CLO v 1/2' R.W I ---------------- --- 3'-9' ("1 ------1_:J 01IIT 2-8' SECT CLG E WALL GYP pal/ 8,_8. 14'-7' ao - ---------------------- N BEDRO❑M #1 ' - LIVING ROOM 133.50 SQ, FT, as a 10.66 LIGHT REQ'D" 2.62.53 SQ. FT. 5.34 VENT REQ'D 21.00 LIGHT REQ'D 22.80 LIGHT PROV'D 10.50 VENT REQ'D FA i 12.04 VENT PROV'D 33,60 LIGHT PROV'D 37.26 VENT PROV'D RAISE CLOSET FLOOR 13' STATE LABEL CLO ;� 23'-3' 12'-0' HDR, 3-2x6 SPF #2 HDR, 3-2x6 SPF #2 20'-0' 26'-9' - DORMER HDR: 3 2x6 HDRe 3-2x6 SYP #2 SYP #2_ HOUSE TO BE ERECTED AT __ __ MARSTONS MILLS, MA, F2' VENT. STACKS REPL BARNS TABLE COUNTY INDIVIDUAL ,DOORS AND WINDOWS ARE SPECIFIED ON f""""'�������� STD 1-1/2' VENT PAGE 10 (SPECIFICATIONS) OF APEX HOMES' SUB, SET. 1 USE HIGH WIND PACKAGE 1 30 LB, SNOW ZONE STACKS- PER CODE L m m m m m m m m m 90 MPH. WIND ZONE L__ _______J ALL RANGE AND BATH FANS ARE VENTED TO EXTERIOR 21 PSF, WIND LOAD SEISMIC DESIGN CATEGORY - B NOTES, 1. BUILDER IS RESPONSIBLE FOR PROVIDING A PROPERLY 6• ThrffPX4XV°P 2440• CUSTOM RANCH SIZED HEATING SYSTEM TO COVER A 46,000 BTU LOSS �• P� �cTr°N 1st STORY FLOOR PLAN 2. HEAT LOSS WAS CALCULATED W/ R-19 INSULATION OR HEATED BSMT 8. / -IzPL�X 3. IK - DENOTES ADDITIONAL COLUMN IN BASEMENT 9• HOiMs INC. DRAWN BYE DATEo SCALES JLAYFA FILE Na 4. CLG, BEAM. OVER DINING / .KITCHEN TO BE <4) 1 1/2' x 11 1/4' ML 10; RM/MM/AS. 6/16/04 v+'-r-a sri�/FP1 A12062 5, 12/12 RAFTER ROOF SYSTEM AT 16' O.C. 4 QN-12062/MA �RAF"TSBURY CO / MCHUGH WP GFI B IN CEILING VI F I �,F i CT t0'-SSOOBTU DON PUMP CT CT � GFI Gf 4100 BTU TIE KICK GFI CT Y m I w GFI F- w I Ioo FL lCD w Qo 'ti i L------------Vi G 1 PL (BOXED) -7- ---------- r-- ----T(] ATTIC TB.Qi 1 r --- ----__=�'—r— 1 — J I . --------- gr . ELEC. DROPS.. cn— j I ----------1--J JBOX IN FLR I I BSMT SD ( ICONN W/ 20' CDILS L---------------� . jq S $ S. F (-- T VIRE$j3 —CON1�--EONN -----------� XL L--J i Sll� �I I------J '----------- ---- LN J I � I I.. . wl I I - P I I I o I I I c I ry I . ID --------J cn IV CD L CJ \ LEC. DROPS I 8'-4400BTU S3S� P 10'-5500BTU / $' COILS db 6'-3300BTU CHIMES WP GFI NOTES; 1, INSULATED STAPLES REQ'D TO SUPPORT ALL WIRING ALL BEDROOMS ARE ARC-FAULT PROTECTED oa*-e - 2. 960 SQ, FT. (SMOKE DETECTORS REQ'D EVERY 1200 SQ. FT.) 3. SMOKE DETECTORS TYPE III FIRE ALARM SYSTEM UNDER .JURISDICTION OF LOCAL FIRE MARSHALL, 2440 .CUSTOM RANCH ./ZPL�X . PPP /ON 1st STORY ELECT. PLAN l7 off es INC. DRAVN 6Yl DATE, SCALFr ILAno FILE�0 RM/MM/AS 6/16/04 1/4'-11-V SM /ELI A12062 CRAFTSDURY CO / McHUGH QN-12062/MA 40'-0" r--------------------------.--------------------.--------------------------- I I ------------->---=--------------------------------� ------------ 1 I I I I I I 1 I 1 I I � I 1 2 M GL S._5. 60_5. 6,_5. 6'-5' 7'-8' 7'-8' I I N I 1 goo ll MeA(2 I I t� i I 31 30'x30' CONC. I I F.00TER W%3 1/2 I I' DIA. COLUMN I I 1 I i I I I I I MINIMUM CONCRETE WALLS 1 I . IL-------------- -------=-----------------.----=--- ----_J i .. I L ----------- - --------------------------------------------------J NOTES, 1. "FOR ,ADDITIONAL INFORMATION SEE FOUNDATION TYPICAL DWG, #8 OF THIS SET FOUNDATION DRAWINGS ARE TO BE USED AS 2. PERIMETER RAIL ATTACHED TO SILL WITH 16d. NAILS AT 6' O,C, A GUIDE ONLY, APEX HOMES WILL NOT ACCEPT ANY 3, PIER FOOTINGS BASED UPON 200D PSF, ALLOWABLE SOIL BEARING PRESSURE LIABILITY OR RESPONSIBILITY FOR INCORRECT FOUNDATIONS, 4, CONCRETE COMPRESSIVE STRENGTH, 2500 PSI 5. M OR S. TYPE MORTAR TO BE USED 6. MAX. ANCHOR BOLT SPACINGi 6'-0' O.C. Tgp p�i,�of 2440 CUSTOM RANCH (4'-0' D.C.-MAX. IN AREAS WHERE WIND VELOCITY IS @ OR EXCEEDS 100 MPH) pBRf"BCTl�N 7, WINDOWS OR VENTS (INSTALLED BY BLDR) ARE REQ'D. TO PROVIDE 1/150 OF FLOOR AREA AS FREE VENTILATION O'ZPFX F❑UNDATI❑N PLAN AND SHALL .BE LOCATED AS CLOSE- TO CORNERS AS POSSIBLE. IIOlI1L�'S, INC 8. NOTES ON THIS PAGE' TAKE PRECEDENCE OVER NOTES ON TYPICAL FOUNDATION aanvN nn l sc4L�_ . �,►re� Nn RM/MM/AS 6/16/04 U4'+l' A12062 r+ntc� L 8' CONC: BLOCK PILASTERS REQUIRED Z 10'-0' O.C. MAX. WHEN BACY.FILL EXCEEDS 5'-0' ABOVE FINISHED CONDITIONS AND LOCAL REQUIREMENTS 2. CRAWL SPACE FOUNDATIONS REQUIRES AT MIN. AN 18'x24' ACCESS DFIEN114G FOR VENTILATION 1/50 OF FLOOR AREA PROVIDED BY CROSS VENTS MADE INSECT AND RODENT PkDOF WITH SCREENS OR LOUVERS. MIN. CLEAPANCE ' BETWEEN WOOD MEMBERS AND INT. GROUND LEVEL IS 18' 3. WINPOVS DR VC141S ONSTALLED BY BUILDEP) ARE REQUIRED 10 RF'Ov1DE 1/50 OF FLOOR AREA AS FREE VENTILATION AUD SHALL BE LOCATED AS CLOSE TO CORNERS AS .PDS'IBLE 4. 1F VINDOWS ARE INSTALLED IN LOVER LEVEL, VENTS MAY NOT BE REQUIRED PER.MASS, AND STATE BUILDING CODES >r� S. PERIMETER RAIL ATTACHED TO SILL PLATE .V/16d NAILS 2 16' O.C. *o�� 6.. EXCEPT FDR COLUM14 SPACING FOUNDATION NOT FOR'N.Y.S. APPROVAL 7. APEX HOMES WILL NOT ASSUME ANY RESPONSIBILITY IF 'COLUMN SPACING t� BY BUILDEP,/OWNER EXCEEDS MAX. SPANS SHDWH ON LOLLY COLUMN SPACING TABLE t.4a�n R,y S. LOCATION OF WASHER DRYER, VATER HEATER AND FURNACE IN BASEMENT TO BE INSTALLED. PER MASS. STATE BUILDING CODE (OWNER/BUILDER RESPONSIBILITY) 9. EXCAVATIONS, FOUNDATIONS, BACKFILLS, CRAWL SPACE WALLS, PILASTEPS, BASEMENT ENTRANCES ETC. MUST COMPLY WITH MASS. STATE BUILDING CODES, LAVS:AND REGULATIONS 10. SIZES REFLECT VOOD TO WOOD DIMENSIONS OF UNITS ALLOYING SHEATHING AND SIDING TO OVERHANG FOUNDATION. IF 3/4' FOAM INSULATION IS USED, INCREASE THE FOUNDATION IN LENGTH AND WIDTH BY i 1/2' TO MAINTAIN Pt-ASTER OR PP,OPER OVERHANG. THIS APPLIES TO ALL MODELS. WTfD;cy i c v 11..DN-SITE INSULATION 114 FLODES OR ON FOU4DAT10N WALLS AS PEOU.IPED TO BE "-G LDanv4S BUILDER RESPDNSIBILITY' AND TO BE DONE IN ACCORDANCE VITH MASS. STATE scc Dcmnpw� BUILDING CODES rcvc.n�.r t, 12• ALL CONSTRJCTIDN AND MATEP,IAL THE.BOTTOM OF THE FLOOR JOISTS IS ra aKD4 J l _ 6a 4 me BIILDER/DEALER RESPONSIBILITY AND TO BE DONE IN ACCORDANCE WITH 4•(PAVEL EDJ MASS. STATE BUILDING CODE. (DETAILS APE SUGGESTIVE .ONLY) 1/r 911 s II 4-ML Vmlm wcuu /.� 13. FOR MA STATE BUILDERS RESPONSIBILITY TO COMPLY VITH'v,D. STATE ENERGY CONSERVATION BUILDING STANDARDS ACT OF 1981 *� VA FDA.v&L r 14..SMOKE DETECTORS TO BE LOCATED AT BOTTOM OF STAIRS. BASEMENT SMOKE �a DETECTORS ARE THE RESPONSIBILITY OF THE BUILDER TO.PP..OVIDE AND INSTALL Cale-rTu /- (WIRE COILED BY MANUFACTURER) roR cnund /- 15. FOUNDATION DRAWINGS ARE RECOMMENDED DNLY. ACTUAL FOUNDATION DESIGN to PtCR2 - • MUST-BE APPROVED BY A N.J. P.E. OR REGISTERED ARCHITECT. 16. (RI. DNLY) EXCEPT AS MAY BE OTHERWISE PROVIDED FOR HABITABLE OR OCCUPIABLE ROOMS, AT LEAST (2) OPPERABLE WINDOWS REMOTE 12'x32' % C NOMINAL SHALL BE INSTALLED 17. SMOKE DETECTORS REQUIRED FOR EVERY 1200 SO. FT, sun.aDCY 4•muD 18. (1) HR. FIRE SEPARATION REQUIRED BETWEEN BASEMENT GARAGE AND DWELLING. .vsnrtr cu /. ON-SITE BY BUILDER. (2) HR. IF LOT-LINE � f- 19. FIRE SEPARATION WALLS IN DUPLEXES SHALL BE CONTINUOUS TO BASEMENT FLOOR (ON-SITE BY BUILDER) (FOR ADD]TIDNAL DES]CN CRITERIA SEE (•ALC]LATIDNS MANUAL) - CAPE/DUPLEX 3 1/2' LDLLY COLUMN SPACING 24' WIDE .28' VIDE ROOF SYSTEM MAX. O.C. MAX. O.C. 5/12 TRUSS' r 6 3/12 - 8/12 RFTR. 5'-•8' 7'-3' 9/12 - 12./12 RFTR. 5'-4' 6'-10, TRANSVERSE 5'-4' 6'-10' 1/2'r.4'xl2' STL. TOP PLATE BOLTED TO CENTER GIRDER CNGDCER 1rpRp PARIT, 16, S0. C.M.U. 8' C.M.U. 3 1/2' D1A. STL. COLUMN . 3/9' PARGE 6 WATER PROOF E'?FAN_lDr4 !OF1T BELOW GPADE i t� - 1x8'f8' STL. R WITH. L 4' CDOC. FLOOR I%2' DI A. P.B A- FEO'L, 4' CGNG FLCDr� CONC. COVE PEF.F DF.A1N •/!:✓ ,. �:ti`Ji�'J:'J' "'C �J•':^'.•::S':":•:1L '✓;:'�vti'• AS REO'D. ' 1.7 :� `• 6 MIL. VAPOR. BARRIER h'OAG S%EM �., 6 MIL, VAPOR BARRIER . : . "' '' CONT.,CONC. FTG. ,t t`.'; --0�-- :. a• GRAVEL BED .' 30'.°..' •`. _'`. °•`t`• 30 4' GRAVEL BED t.rry"Twu �•..;..• ,,..;•t,. • CAPE BUILDING SYSTEMS. • EXT. WALL TYP, FOOTING DETAIL INT. COLUMN INT. PIER • TYP. FOUNDATION DETAILS p�, UK ROOF BRG. L MATING LINE DETAILS DETAIL 'E' f f 1 1 5 )OR t: .� $rum I Jwlt i S r. I 1 JAq SiUDt 1 frug fTrn . I JAMS SfVbf 1 LAB K�OMGQ a . r-r r•r r/ 1 Is"'g' 1 f ApOf11OML JNU grub K ( T•.6. 1 r ] 3 ! t+ USElk 11 WILL K fLLL HE101t 1 I HOVE[A IPPU Kr.,, OH[STUD �C of AM SPACE DLL.2.t - 1 •-(' I WIDTH) EIwT. I I 1 I at 1 VINOOv' KRJDLE WINDOW gC10t TYPICAL EXTERIOR WALL FRAMING-DOORS AND WINDOWS_ rr 1/'"T1 17 It 11 - AIIK S p1N ARE:VViw1L+�At[L°iNiwv I.IN�fT�cgiti�i =uo;eDaw DIDM�I.LrH{aN�ft.fa tSTORRi'o 1ND SSIOIu[M4 Vr.[� f1FOR OTHER CONDITIONS SEE CALCULATION MANUAL u it DETAIL REFERENCE NOTES TOWARDS DBL JOIST —V - NOTE- r:wLUMI INS RIDGE VENT APROR BARBLE END TOWARDVENTS 2.R-19 INSULATION V/ VAPOR BARRIER TOWARDS I' FOR OPTIONAL 'BARRIER WALL SYSTEM' :°ND1MT'uw,F°NECS[E DWFi 10. ADOo SPACE. POL STATES/ OPT. HANGERDBL. EXT WALL/RAFTER u REQUIREMENTS SCE CALCULATION! Irw►AIAt: n SEE DWG. NO. 8.5 3.SAME AS NOTE I2 V/UNHEATED SISMNT ONLY FLOOR DETAIL 'B' - - •.37 Lr VIA.PIPE COLUMod ON-SITE) SEE JOIST, rMMDATION DETAILS . 3, 6/!•XI•LAG S OLTS N EA.COLUM-o-ON-SITE. - rY Will-KR) .JOIST . ROOF BRG 81 'MATING 6:s/!'WLYS W/WAS11ERS AT Ar tat CSITE HANGER iMSTALLEW LINE DETAILS 7.292 coNnMuouf LE1>cEa(NY-zxr M1 IEDGEa OR JOIST HANGERS) DETAIL 'E' l FLR JSTS•!16,Ot•-2xt SPFg2 FOR 2� VIDE - 19 .1 MODELS 2X10 SPFgt FOR 27 VIDE MODELS 7• DOUBLE LAND JOISTS(OFIZ TO MATCH SIZE k IN,or 4 MCNgEA CEENTER JOISTSIFLR GIRDERCS SV/SPLIICCC°SSTAGGERCD AND NO +•-0' MIND IN CO-ORDINATIONW/COL.TOR-PIER SPACING INCREMENTS 13 4oa II sv n FOR 24 WIDE MODELS 4-2XID SYP22. TYPICAL FLOOR FRAMING LS 21 11. lira APA RATED STURD-I=FLOOR 16 OC. EXCP•-1 ' • tt 3. R-13 INSULATION V/VAPDR NARK ERI TOWARDS STATE Ac[Ncr. . - CONDITrOHED SPACE(OPTJ SEE NOTE-42 . ' CSEC DTI 10,ADD1_STATE REQUIREMENT" 3 - • ADDITIONAL FRAMING FOR LARGE HEADERS. )4•EXT.SHEATHING ' (A) OS/ (ILA RATED SHEATHING) CSTm (D)SIB'PLYWOOD T-111 CC) 1/Z' MAX COPT) S T 13.EXT.SIDING S - (A) (Xg,VINYL tST) .- (!) S/t• T-ill OPT) 16, R-30 ENSULATION V/VAPOR CARRIER TOWARDS -COMM-SPACE(SEE ADM STATE REOUIREMENTU ' ._.�• Gk GALv. 17.1/2-M I/2'".WOOD L'OWITESSION STRIP OVER ALL - n HINGE PLATE" 11. PRE IMICATEO WOOD TRUSS INTERIOR WALLS . t N• OC.tSTDI (SCE i=0.�oaT ' DWG 1 FOR AOD`L SPACING/LOADS 1100[UIG•[.•O.0 19.ZXt SPrg2 STUD!li• O.C•OPTS (2XA-SPFS2 REG.D PER RfWt'/W)ND LOADS. SEE CALL.MANUAL) I DR.TOP PLATES[STD)RED.°"IF TRufics to NOT '• '�' " ALLIGN W/STUOS SEE NOTE 40 3-'TFi I - , ALUK wM Co¢ OPT.2M4 SIM STUDL SEE CILCI MANUAL '-111 to Dug FASCIA M 2350 AspH LT ff FIDERGLAST(CLASS h SHINGLES 1� 1 - • . • • • 'I—I I • • • ' ••••I I "I =1 N AL1M fAKN a-for NA"f H•.cz OVER N)S FELT 1. • II wlu D IC'Qc 2L T/2• DV RATED JOIST NG 24/I! EXPO-1 • • _ '- TIOtTC1 fOtTlf" CON-SITE)I"I ruin APPROVED OCTAL JOIST O M TC L SIZE . -MIT I i I • II—tI tf---1 CAULK ►ENErRATt WALL.STUD b;C, 21 DODGER NANO JOIST SPOPT TO MATCH SIZE OF I I I I wtx J-CHANgl IC irfa SEPARATE f "HING AT SHINGLES LEDGER JOIST41 , . 16 EACH COURSE a iHiNGIE= M 2xMENREN !CENTER FL(OPT).SEC.NOTE t0 2S. 4�MENDCA CENTL71 FLR GIRDER V/SPLICES STAGGERED NAT ON TYP.. BASEMENT WALL TYP. ONE STORY FLR GIRDER BRG. dr. �t-�-y AND LOCATED R R INCREMENTS IN CODR°I 1 j ' DETAIL 'G' Tara. I V/COL.OR PIER SPACING .Aura rLASHRr6 26- A 1•, .SPACE FOR VENTILATION IS RE0:0 VIA AN DETAIL.*C' ROWING rfiCL/ INSTALLED) INSULATION RCTAINCR INSTALLED DEIVCEN TRUSSES u w tEVERY TOTER TRUSS) STANDARD OV EPHANG DETAIL 27:Z 09.4 MEMIER SECOND FLR GIRDER AMSCHCES t VALLEY FLASHING DETAIL ♦'O.C.EXCEPT AS RESTRICTED tY SPAN SCHEWLC 2R. s-2X12 CLG GIRDERS V/SPLICES STAGGERED A' 0L REVISED vet/gT ' .. "AN SCHEDULE T tY SP to V Sir ED PE TAR. T AS RESTRICTED „ THIRD PART 27:3/R• IIOLif�t!'O.C./ON-SITE) E Nr-HECIP I 31L ZX6 SPrfa CLG JOISTS AT l6' CC ( 3L DIl..2X1Z SK82 $AND JOISif,V/TPLIttS STAGGERED t r'WIN 32.'CRAVL SPACE FOUNDATION WAIL CON-SITE tY T /UILDER) SEE FOUNDATION DETAIL L 33. BASCMENT FOUNDATION WALL ION-SITE SY,WILDER) jf SEE NOTE 32 16 CA GA STAFUS 34. 1111 CRAWL,SPACE raw DATIOM PIER SOH-SiTC E c D EACH ITRAP IT SUILDER)SEE FOUNDATION DETAIL . L - 3S• a PC:HEADER (M APPROPRIATE ROOF GIRDER SC .. ) _ —I .•u rA vonD SCNCUCILE FOR SIZE) Vw rrw 3L 2 PCL I/2'PLY OR STRUCTVDOD FILLER " 1 I.1r%I0•K Glf 7fI!ACC!N . Cxv.STEEL%1RAP 37. OOUIIC 1/2 XI 1/2'COMPRCSSICW STRIP � ly yqy At a DC• 3!• VCDGC ILDOU NG z �a _ 39. DLL.2X9 SPF STUD AT 16'.CII MARRIGC WALL (STW II SPI AT 16'1!G OR ZXR SPr STUD /YDAl6AS, /NC. A CLG CENTER •CAN AT tR•OL.COPT)(SEC CALL.MANUAL) D0.. TOP )Iw t•A•tl•Irf 604 r•MYAARA AI rr••I " ♦ ' AT",iw ii•i ii 4-16 GA STAPLES PLATES.($TW REG'D IF TRUSSES DO NOT.ALLIGN - • • EACH STRAP W/STUDS frnl r•r••w • ' • • — OPT,2NA SIN STUDS SCE CALCS.MANUAL - , • F,�., to 2x6 irr Slug GRADE 16'IJQ CSTO) (eg• OC.'OPn CAPE BUILDING SYSTEMS OPT.Z•6 SW STUDS SEE CALCS.MANUAL IL EAVES FLASHING STRIP Or NINCRAL SURFACED. FOUNDATION PIER sTD. Ext, WALL TD.FIR ANCHOR ROOF AlCMORAGE TO MATING WALL -INSIDE �tM0 CK E"R TO AWALL 1jOIINT•Or 1V "I". SECTIONS AND DETAILS CRAWL SPACE FOUNDATION WALL . CRAWL SPACE FOU D.. pATG TIEVT DWG 10 uDc z/3/a7•" Itntn. DETAIL 'D' DETAIL 'H' --- - --- r I. (f GA.GALV,tICEL RIDGE SEE DETAIL C-1 S7TLw AT ae'D.G ION-)na ?•164 PLO FAST AD7.ORCOtIAL NA1.$EACH tAfIEN ` 1 H M1Li[ACM SCRAP (QI•SIT[I Ia X"An.s AT p at.sT.carna<p(-(ITC) 2757 ASPNALI W fnKPOLASS (CLASS CG STONGL[S DVCR Is. nu \ / �• 2-E- NAILS j \ \ EACH SILEL 7/Iv Am RAIE1-SKATNING 24,14 cwo I u \ \ EACH SIDE \ OF FhFTCR �s u fIla:TIC LY. \ \ STRAPS GA GD.C. ALIC TIC AI Ar INC.IN 11C I Dr I I/2' SEE DETAIL C-2 STEEL RIbX 11VW'(oN-S1TD \ z-Iu mm rAST 6oT. torl NMu cAC«NAr10 �MTL STRAPS 2 a6' O.C. D�L.11a RCIAP�I.6IALLCD 3-R.MILT IwCN Rrvx TIE mf-s7TC1 4/4-15 GA. ;TnPIES �►CI VCCN f►AMDG FIR AIR :PAcc � PLTVoan C"IC r.ITcNING At 6• aL EACH END zrc ter Ne "rsi'r)Yy I.raw.AIR sPAGc PEAK CONNECTION DETAIL C-1 �� w [NA FA31 DeCL NAILS OR M--L 2x10 FLR. -MISTS SEE DETAIL C-3 Ioe M1 AT r aL v2'Gt►.PD.o+WAIL m+-511c) z-u<Dvo rAsr oan OR cobc was c.cM aAr1tR 1'CLG OfSITC 1T FLOCK 10.NAILS AT a•O.C. - 2 12 PERIMETERS _ 2zrG < 2350 ASPNAt1Ll DR rt%CRGLASS (CLASS C)SINGLES ------ - . 2—m IP(N2 fQ S7alal - OVER IZI FELT PAPER , SEE TWO STORY 1 __-- 2x6 CLG. JMSTS 110ER-MODULE z%.STun.i7r r14E VA" Tub TO �,{' - .� THE•:MEA]NDYa 2an6 t1ro[ 1 «3 ALIGN VITM AND aAf TEP ms, rs^ FOP. MOi+E DETAILS IOA NA1L2 rAS1V.CWG-'10-7I16•Gl R 1 3/.•!TAKES 1 pM.TTTION n 3c 2X6/2X4 RAFTER.'CONNECTION AL,- 6-16.ArpS \ 11-r R J13 MALLS-60(DR CUAIL / ii 1 wave a SQ DETAIL C-2 [ 1 1 -� _ _ t3/Jt•PLTWD GVSscl OR EQUAL 1'-0't27-9'v7M) . . 1 PCR RAr"TOt t . 41-V CtT-C V1DCI r'� 7/Y SCPCLAITH MIN" � _ . 1 1 1 0' •(27'-S•VICE) .. , [ 1 CCNTCR REAM theta to SEE DETAIL e-4 OPTIONAL 4 BOX CAPE [ 1 NIK Fo e'-7'RY-r Vito - 2-2t10 27 vr7C .. 1 1 /1-11'(2T•-0'WIDE) SEC SCICDMC AT 1011CM - .. . [ 1 r-r¢7 p v1Dc1 %G«1 pA c R-30 R(su.Anpl W/";; 1AaR03T TOVARW - .• t coN MONED'SPACE SEE DETAIL C-5 . . u I . . . . .. Tr. I/Z•C(P.13).[LASS•C INIER>a£FINISH - KNEE FALL CONNECTION GUSSET PLATE COW4ECT10N DETAIL C-3 DETAIL C-4 r-0•NM 17-r NA%. 11-r Kit 13'-V MAR. . m GK.V.WILS . 6CA SIDc S,ACla® STATE A®CY,. . 12/12 CAPE ROOF SYSTEM :-,ECD,T_DDVIi3tND3n .. V/-SECTION B-B anD[JO�IST EACH V rC Tixs a Sue*P IRAr T/c'0%aT ONLY CPC ANCHOR RC"KED. ArtG 72i76 C%/ i III If N d RI FOR 24Y MODcLt III It a I4 • 2t6 - - j1 �11 I jl j,l 1)IEACH SQc ST PLAGGt� . itC 1.70 Dtl aAftCR' H172 Sham-l-rUIDN 2-16d NAltt AT 16,at. II it [DORNCR EACH ADC Or DORMER 14 JOISTS AS slow" HtILCD NAIL TO S1UD(ON-SLID - 1 1 it it NO7E( 1N ADDITION TO STAPLES EACH GUSSET iq TO BE .GLUED 70. JOIST a it p (h II 11 11 11 III t-tf1 W.t J01:13 t V/107 NVLI IIAGGIPED NOTES,. ' DOP.MEP. DETAILS A, ( FIE. tNRtrau, JOIS1 1. DESIGN.FLOOR LV. LD. IS 30 PSF (BEDROOMS DNLY> 2. ERECTION SEOUENCE OF ROOF.SYSTEMS IS AS FOLLOVS .-r s[nml Isar A. MODULES ARE SET ACCORDING TO THE STANDARD SET-UP 7p/3z•siveD-l-nooR s1Uc0-1-hm(FIELD PROCEDURES BEFDP.E EP.ECTIDN OF CAPE ROOF - _ E«cucEsso IwRO pARn. it c161 NADJ:b it)•Ims,S INSTALLED Dvv1 B. RAISE 2)C6 RAFTER PANELS AND INSERT KNEE WALLS DO WJLS a W-A1D1 3-IU IrTING LING .•-r'scclmt Dr Is/3z nwD-i fLt13 C: MAKE ALL CONNECTIONS PER DETAILS C3 AND C4 )uD CM FAST 607 CA CG[A NCNSCR D. INSTALL COLLAR TIES TEMPORARILY AT 8'-0' E. ROTATE 2Y4 P.AFTCR PANELS FROM FOLVED POSITION NIUR\ UNTIL THEY t10ET AT PEAK, PANELS MUST BE 7EHPDF':•F'ILY _ .�;t�,_._. ;;__ SUPFORTED V14T1L ALL CONIICCTIONS H«VE BEEW MALE PEP _ I I—:._ DETAIIL C2 itNe F. MAvC HATING LINE CONNECTIONS PEP. DETAIL C3 1 �j�==== == G. 114STALL REMAINING COLLAR TIES.AND FAS7Et1 PEP. DETAIL CZ JI /.Duo rA:r oe4 man n:r Sro �ilti DR (OUAI'NAII j lT CO JAI MIL I Ir2 I/Du v/vATatr 6.DUD FAIT oeu Da.' 3. A771C SPACE INSULATION AND HEATING IS BY BUILDER mf nlr a .III Imo/ At (•• D.C. iT A7 6.Ot. AT It•QC.(MDT RCOD COWL'NAO,a(CAC.JOIST> i IlNICT.G.Y sue' _ v/t ` i. ML = MICRO LAM. '� �- •~ c[G/lim[ `couAi N�AusA¢Anil�tT) 5• WHEN USED AS.ATTIC AREA FOR 2-STOP,Y, CLG HEIGHT IS &OA/FS, 0 u — - GiF.D[a Duo mi to7 REDUCED TO 7'-0' (STORAGE ONLY) ,O Of Rlggr ant wwatttN n mR B EACH StDC Cr r%A Atli n -- ! CAPE BUILDING SYSTEM A[Y-r Cf?'•o CAPE ROOF SYSTEM vl 6.-r Ra pow owM -r ION MAIL . STAIRWELL FRAMING . n' RAR oA 1-31-97 aEW, Dww 8 1 11/16' AIR SPACE 1 11/16 AIR SPACE 7/16' OSB'SHEATHIN 7 1/4' BARP.IER STUDS 2 RIGID HIGH 'R' INSUL. 7 1/4' BARRIER STUDS Ec^4' D.C. E 24' D.C. V2' HIGH 'R' INSUL 2r.8 CONT. PLATE 2,RIGID HIGH 'R' INSUL• _-J 7/16 OSB SHEATHING 7 1/4' BARRIER PLATE I-1/2' DRYVALL FOR P,OOF FP.AHING DETAILS AND ROOF SEE HEADER DR.RSCHED.) 2z1 NAILER ' TYPES SEE APPLICABLE STANDARD 1/2' HIGH 'R' INSUL BUILDING CROSS SECTION DRAWINGS 2 RIGID HIGH 'R' INSUL. 3 9/16' A1P. SFACE� 1/2' THK. HIGH 'R' GASKET 3 9/16 AIR SPACE 1/2' DRYWALL 7/16' OSB SHEATHING- 1/2' .THY.. HIGH 'R' GASKET 1/2 THK. HIGH 'R' GASKET' 7 1/4' BARRIER STUDS BOTH SIDES 1/2' HIGH 'R' INSUL 1 11/16' AIR SPACE 7/16' OSB SHEATHIN 3.9/16' .AIR SPACE: TYPICAL STUD DETAIL TYPICAL HEADER 2 RIGID HIGH.•R• 1NSUl. 1/2' DRYWALL PLAN VIEW SECTION' TYPICAL CORNER DETAIL PLAN VIEW 2x8 CONT. PLATE 7 1/4' BARRIER PLATE 1/2' THK. HIG 'R' GASKET sort eraty 1/2 HIGH 'R' INSUL 7 1/4 BARRIER.PLATE 7/16 OSB SHEATHING 1/2 THK. HIGH 'R' GASKET 7/16' OSB SHEATHING— TYPICAL RIGID HIGH 'R' INSUL. 1/2 DRYWALL o TYPICAL SILL EXT SIDING— SECTION THERMAL TRANSMITTANCE IN ACCORDANCE WITH AAMA 1503.1- co 1980 AND BASIC REOUIREMENTS OF ASTM C-236, 1 11/16' AIR SPACE TVs WARM SIDE AMB..TEMP. = 68.0 F TCo COLD SIDE AMD. TEMP. 17.9 F S.P. PRESS.-ACROSS SPECIMINE, 0.0 PSF 3 9/16' AIR ACE. 140M. SAMPLE AREA, 52.0 SF TOT. MEASURED INPUT TO CALORIMETER, 124:9 BTU/HR CALDRIMETER\PUCi: COP.PECTION= 44.4 BTU/HP 2 PIGID HIGH 'R' INSUL. t.EE-T SPECIMEN HEAT LOSS, 80.5 BTU/HR T-HERMAL TRANSMITTANCE 7/16' DSB SHEATHIN n. DUE.TO CONDUCTION W/15 MPH. 112' THK. HI 'R' GASKET 1 11/16' AIR SPAC EXT WIND (Ud• 0.030 .BTU/HR-SF-F b, DUE TO CONDUCTION W/0 MPH. 2 RIGID HIGH'R' INSUL. EXT WIND (CALCULATED)t 0.030 BTU/HP.-SF-F cNcu¢R 1Mirs PMrr. 1/2' HIGH 'R' INSUL 7 1/4' BARRIER STUDS c, SYSTEM 'R' VALUE, 33.8 2x8 JAMB 1/2' HIGH 'R' INSUL TEST P.EPOPT NO, NCTL-110-2£76-1 G1/2? THK, HIGH 'R' GA'1rET AiR INFILTPA7)01( :v: PaOT E� 3 9/16' AIR. SPACE . FOP' FLP. FRAMING AND INSUL NOTES IN ACCORDANCE A,TM E 283-£4 .�_• 1/2' DRYWALL UDM. SAMPLE AREA (4'�S') 32 SF u •.. AND DETAILS SEE APPLICABLE STANDARD BUILDING CROSS SECTION DP.A.VINGS TEST PRESSURE TOTAL CFM/SF ,/ fytph�or : 41'. ('0).. MPH (CFM) TYPICAL JAMB DETAIL 0•03 7.9 <0.01 <0.01 01J1�'S, lNC.• TYPICAL WALL 0:o is:� 0.01 <0.01 bo avprno♦.vims olY M.P PLAN VIEW "'""' 0.15 17.7 0.02 <0.01 CAPE BUILDING SYSTEMS. .SEC— TION 0225 229 0.10 <oo 0.30 25.0 0.01 0.01 OPTIONAL; BARRIER WALL SYSTEM TEST REPORT NO? AT1-7085-2 $r. . RAR 1-31-97 Ky. C ro 8. 1�1Dlt.u{�ATp N•I w t 1i�i 1wl•Ot5 ntarh It ■./•I - t - I n rciR)r 1 Mn Iuy.AT ICU �I r - _________________..T --►---- --- '11 1. w O ` I )•I ;' r__. f.--• t\. NID4. SrQC SI Dt WAITS aMvaT-A7: 1 1 1 1 Ae r5r • �'1x i 1 AV CENDIIIWIW CIMID . R ♦' ; CLNIAAL LLELTPIC%PACE NCATV.G C ■ ASt LET'[ IMAM A IL•AAAtLLT CWOOLaM .. 1 an 1 1 1 1 ■_ • Ht a 1 I .��� CLECI.;r Acc KA11AL UNTTS 1 t 43) .a NDAE SC.AAATUT CVrNMLCD 11 I 1 1 1 • 1 •�-•' 1 ___-- I 1 - AMP; - As CL(Ct.PPACE KAIING IAC1S 1_ tL•10 1.1I1 IL!W I -----T- '----t 1 j -�--- - -'- 1 COfA T J C - /C1f 1' 1 r' ' 1 s I ••- � _ --_----__ -- - Arl V tK,(lTIMG LS.Pa 11UlU4 lOM Ot 16Q 1 1 1 1 r 1 �1 _----L__ 11 /� L_.,rd - - - jlf[) ��,,,• I� j 11 D1)r•In.al �ICvA7 T1 OR [If[1011 v1[ A USE THE M>n rr THE AP CAI* G L V1l-A.P3 ucKlh .T[ Ir-7' t-Tr-------�1 ��•�^ ' ---------,1 1 1 '1 11 " / i� 1• sr i! \ 1 �1 (KNEc.L LF,II1«G C-n-f 6A ■>n ssAA n 1/-2 VA . C L 1 RMALL A.MLIANrcS L�_K mum) 'ASO ?• 12-1 WAIL 5 F-=-[ S i -- .fit 1 1 L.WIIKtr IISM VA"D l7M 20 12-2 VAIL 11 1 _-__-__�----__ 0',•M.•n. 1 Ny - 1 1I ---V-�r1 r-�r-•�-� .. +' I WATER MATER ..30E ?3 10-2 vM. t0A11HG1 12•DD AO 6-1V.OL ;1 1 •nt ' L __--i V 1 1 ' 1� DCNVAS+Ot Ewe is 14.2 v.ta .. 1 1 A,�a a�LnK 1 \m+� j _ M..._•aa••.I�o.e 1 I fA"NGC MPD:IL 91L a-t viv.. 1• i 1 i 1 1 Ann a wv.�w,c.0 1�' OTHER rl --------J - 1 11-------,---------------'-1 1; tmmrAL. AAaA VIP21 SO KV Or LOADS R I=It .P NS. L----- ----- ----J' N•• - 1 REININDU Or LDA/S l AOL I jA2t K.401 1s]A 1 A/c-HEA • - TYP. V1R)NG DIAGRAM tt/c.LISLr>s E u leoro TOM CALc, TEp LDAR a A%2A - IKoJ)aL zc vacc SSSC• 2sAVA /&AD. +>'Is Arta IN:TAti[I rNa KLAL I-_A•►s NOTES .. 1 1 j L1 1 i - CON-SILO IN MTCNENI MUST K INSTALLED PER b0cA CODE ' L NA ANOTIWAL.S10.T DCtOCTCYS . 1 ) --i • 1 - f .J 1 _ L MASS.l RL OMLC SMDKC DEICC1ptS RCWOLCD OR CVTItT ItUO S0.fT. STATE KUCY. pp 3 ALL LLCCIRStAL WIRING TO'K DONE DJ ACCORDANCE VItM THE LATEST MILL I '•ajt� R 1 1 '1 1 1 N+[ 1 S A•I,I.ELECTRICAL SYSTDI IS rOR I DIA-3 VD)C-2A0 v/201 AMP SERVICE PANEL V/MAW DISC'WKCI.IS ITS • a •' 4 R C-TOPS ARE B AB''A.fr.-t110T/CR RE/YPTS:ACE t It'Arr. L.----------- f 6 No KCCPIS.To N LDC CD OVER ANT ►ARl Or ELECT.IASCIDARD NLA1V6 LILTS -7.CL4 L1LNiS.UiE 253 CU. ML , R SACKSLCCPI.]IO■C HE d S USE L.IN.► Dll.SVITCM tDtCi'IKC LR ELL III f ) I •}*'S/ «� _l All SMD.0 OCTECt6t5 ME VAII MDUNI SINGL.SVITCM L CD AND VIRLD IM (LtC[1i-RL L-11.LAOCH ARC CLG.M:LNMlp L•tfON VALLI SMIDAY SCIUCTM.rDQ CT.10 NAVE IAIItPI MCKUP - ' THIS UUTtCD . 1 1 S M S or..0 Dt,CCTDPi rCp RI.AFL ID }C LOCATED IT THE LOCK FIRE MMFyML MA4UfACTN.[1k V"CIDL AND TAG JRC _ IN CCILDe rTA D+-Sh[ IIJ;IALLAI:DN of O14CPS --- 11.ILLLlr TM, 04 1.CD+1Dr•t)DN JINN 0;11Mf.MDLLA/CLING CDNNCCIDOSLANO CO�NI SC ,NI IK SUI\A►C St._ _ •` ^,.•�) r'IF Nor.LS17I04 AMD USE. w n� It.IN RISCMCNT AND latsm MYYS/WIT4DU1 uP51AN.S Ut1LIIY AREA,APKIAKCS 11KM a2 vATCP HEATL►S,vs4Qd m WICKS ARC LDCATCD IN 1A1(MC1. AND 111.1 vIrCD ST Ot H(r'S N `1 t • rr �- -- �` Q,la 13.ErrLFIDR LIG11 bar=vC VIPCL VILIG�T SMIPtCD LUXE FOR DN-VIC INSIALLA10j4 IV OTNC/S ' 1 ® )A.r1R to O0 W RAISED RANCH MODCLS.INI iALLAiI.4 Df ►ANEL 101 W-S[iC.M CIP 1 fDP,CPAVL *FACE 1M1T3 M PNEL XV SHALL BEw LOCATED N(AR[Il THE PODrT O-D4TYL Or INC SCR VICC.CDNDUCI➢A:S W ACIDSNCC . WLTH EEC-23046/J - - 33.1VILDCR/DCALCR 10 SLR/LT AND WSIALL ALL MATEPIALS NOT"PROVIDES Ir MVArKTV�t TO CDNPLETL ELECT. /mK1P" )G.SNM EST.'AND R(CCPtl.SERVING KIICHCN'CTCM 10 DC Grl PFUTCLTCD )ate I 1 1 1 1 17.ALL WIFC USED it v/GROUND . 1 1B.177LIMG LICM3 WILL NAVE A/OK]I'MDR12WiK CLCAeAMICC MININICD FROM C,OMtV1 TIAILE INTDOKAYC-AID-Btb - 1 11:10+-IE:T C SNLAIHED CALL[ SHALL IE "ISMI D IN KK[.R IN1CRVALS fOl CCCCCDDG A]12'AND V11HD1 12.Of - 1 1 Il.sl LYCRICA11NCt,MD(QL rITTING t 1 20.WON-NISALIC 3NEAT/CD UDLC PASSIHG TWU rItAMDr'i KTOOt VI11-00 1214'OF IHE CDGC OF SJp1 fP.NONG MCMlCR PROTECTED 1141 1/1G•T/PC SIM AAHIWGL CAILE PASSING IWW ICIOCS AFL PMTIrTCD NiN 1/16• INK - tIt ELN ING IS IHSPLCTCD 1T AM ACSTEM PLAM rf�11CD INSr[C11M AGDICY 3"PLANT 22.ALL C1R=T PrA.M.R2 ARE 14.A/C . I 1 1 23.ROC-MCtAItC�3 To L INC11MO'VPCS11M.TIC25LLY mrTR[LLIC 1 _ L_-- -_ r------J l____-______.1 2.INDP,T D[CESSE 7[CIDRS DILL IC D7rCCil7 CORNCCICD TO A CIFQDT tom.GENERAL LIGNTWG U►CUITI v/w-W.CeVCNIIIG -__-_ ----------� 1 Ir�w C�\ /�:.:T•••--rT= M s•�-� 26 CWNCCICD lWG V N.C1LC7. DASCIDAKD NEATER NPA'CH CICCUII =.41 HIT EACECD BOX Or If•I RA11NG . 27.LLECI.11S[W!,HCAI CRS G04fD•N 1D 1NE FC"FCOKKI5 Or AND ARC DASIA:.LED IN ,TPICI AC>aIAIA;C V/THE • � T[,f'/fLN�!wl-C RCa.•Ic[M[K1S Or NL STNI•AF';••"S.•.K[T\ r0 1M ECI 2 DI ELM.IG[AEXAr2 NExT;N4LP N /fYS h T ULfDrM FIRE RCLTNIT7A N;•MJ:L Dl4G CCJC SCC"3!:1.7GG2r-2 11/rICLD 1t Dl•:Ett Ar1CR CIMLX/1TS HAVE ICCN;DMKC/CD ACCWDDa➢TV L[EAL 29[LCCh•[EVICC 10 IC GFDVKDLD . 11EOAIHI NIG . TYP DUPLEX W)�1PJG D]AGP.AM 2-9.AFPLWCX.:Uc AT vA1[T .cATLP N[X vA NER.•Plcls ncLD JRLD r1 o,-cPs W.ALL v7RCING EDM Hr S.:MALL IC :vPr Xr•C.v%Ur_.PL AICL ST,^-CS _ AP;MCAL VmvcES A1DRTAND p ING CODES tI A NONiLLt P00MCD1 ,71HG bDk TAtPtG/IRN PCf TNICR (SCCt1W I030I1 Nt) ' �32 NO MORE IMAM•1 WCNatS LOTMCR THAN 1NOSE PDDVIpCD IDR W SHE/IAINI)Cr A UGHT)NG NO NFLIANCC _ _ NWA 04 URCU11 PNCL ICV•RD S+vLL/C 1Nil ALLCO IN 4fE DC CVT OUT IOC A SLb-FUC:L WILL I[FeOVIDCD ' _Kc 7T MAIN PANEL ES rILLE WAD OW.RCOUIRCS PANEL RD DIAGRAM 10 It P19✓OED L STA•P[S W A MI.MG CMG. '[NGUCIR 1HIRD FAFIT, r' .1crMAp1AK _ W ARCK D'S)II-PANEL IS USED)on. - . .. LE [KOITI OLYO VS■: Llf/T!X va.1 31.ALL IDAIIN)fANS, D 2Rcun RAW,[ HOODD➢S TANS" ANNDD.IDRYER C04QZTCDIII EACH PANEL 1To RCKTCR)tw . 1 fw Il•C P.•tl MM.LA•MKa 1a . 1 '11a 5••I JY.A.•i%:M:N:t„IS 1:s - ry ..1 w T5'F9faL V;F';I•j IE�NtI?^!'E 1 w H.1 H•.v/ � t•C* CUb-F:. (EEIPE� t I•A N L IN 4 PrLl,MU,f 1M,17 O RLC::tt•t,r D•m AIaT MIN PAPCL fus.er,eKl • 1!A /M•1 11f O sworn KKPI tN11a1 O KCt:•il 0<&K=wi L1 A 21d ARP Ili AM , • )•-1 IHE :.0 tnnM cra Cv17. tvH'K/•,•noraxcNl L)6,1 [anrM[HT 7S!PLIt'N no Kttat anal I w rt. ttl[PNsc.o. .01W.jib G �ZP.L�1 tJ' /!IVlFT.97N II ILA IM• 1s+ LWiFM[lrt MAIN PJ•.1AF, -IIOLAILD .. •/+ ` d H f1A 1A•C Eel G K7naf,0 MAP'PALM 0 HAa.,:l0,l.►a ankci 4P.OIMDIIr NIUTrAI �+ ,1//, . 1[ t1A K-1 IHE f lM mm Ket"PAL[I Zt KICCIP {USNR MU.tN tll BAR NOA/fi St ./!I!/. t S•AAA MINA t11Ktp 4D.\t%of Ktl[ty b�D 1I QA IW N9VAPfP IWIK[M:MV/L IHE ILVrR/L _ M If WNW LAIR 1NMYPwc N IKR N I" IM•/ .C)•1[I>•AtP Elf Y I,AO-wt INtO■ CO wQ•ONE 14LDAf1 (II111K•JIII . 1f rA NI•4 w1C/KAID to [. IPP•vN fNip t4:M•IN:tAt . •M'tI^T\O1 • ,K,a - CAPEBUILOING SYSTEMS It r W w1.a In •© IM,MWI IMRMItP1 O VtLA7 sotMl IMt1I.0 . If �I P. 0 6116V 10 W OWLSW...... o mewtLMKA MASTER. ELECTRICAL fAl 0+ N,�tL EtOt K10t tNP CI%.on falwe • wwa Kt-CAL • 74 C7 C6.1 CONDUCIOR S 19-M r K C WED CONWITW •WIA PA = I-N , IT, E /97 . DK 1p ti e rAMLL ct cc oo THIS HEAT LOSS CALCULATION IS WED ON O "n 16% GLAZEDXVSMOPDAOUESWALL AREA. CRAWL SPACE MODEL ><vcr+r/ BONA T,lw M 8'-0' CEILING HEIGHT R-30 CLG, 1NSU. 1N TP.USS RODE.(0'=.035) )AtM R-19 WALL.cTtW1 INSULATION ,='051> R-19 FLOOR N ULATIN C�. O ANDEP.SON VINDOVS <U`ZIS) E 1-30 66 INSULATED STEEL DOOR (U'=-08) mi� ------------ . 1-e-6L INSULATED STEED DDOP (U'=.16) ------------ �• ii WORST CASE HEATLOSS CALCULATOR SHEET I STATE, ALL FAMILY P'�1 DATA LIV.PM I DIN.RM K T. BATHAI SATH012N N PrD021 T N.4/ fAM.F.'M <wTmMU ROOM LENGTH 40 20 20 10 NA.. 13 13 124 3 2 124 3 13 ROOM WIDTH ) 1 13.75 13.75 NA 13.A� 13.75 13.75 13.75 13.75 13.75 CEILING HEIGHT 8 8 NA 8 8 8 1 8 R LIN. FT EXT. WALL 3 20 10 NA ! 39.75 26 14 37.71 67.5 EXPOSED WALLS VJDDORS/WIND. 2 1 1 NA 2 2 1 1 2 3 vcuvxm I's " .tc»RooM rz KtRow ra WIND./DOUR APEA 1-6P.0 (U'=.26 6 43 26 13 NA 46 51 33 18 48 86 rtpTlOu11 U%INc►MD. - WINDOW A A C tU'=tc) 0 NA 0 - 1 DOOR APEA ALC (U'=.08). 2I.6 n 11 DOOR AREA DLE (U'= 1) 0 0 Inn � � DOOR AF'EA B (U'=.16) 0 9.4 1 6 f 11 11 nDDR AREA 0 CU'=.6-s, U 0 r 0 n - „ vALL LOSS 802 5 989 I' CEILING LOSS 407 4" 4 4 7 "-Moo. •' ''�'V ..r" '�"'y FLDDR LOSS 594 7 97 25 4= 7 z5 soa AIR" INFILTRATION 1672 a - 1..4 TYPICAL ELECTRIC GROUP I VATT 2884 `4 Q 79 S BASE A H A N LAYOUT VA.DE MD 9844 ` 77 Q Q9 iwcL >aa t GROUP 2 WATTS 3232 44 17 4 Qz - " R T VY PA T 11030 5A942. Q 5 AS slRnuT I I -_-- -- GROUP 3 WATTS 3614. 0 Q 44 --- - ` NH A T 12334 GROUP 4 WATTS4)01 Q .+r..TY --To�ww 00 _w ♦ ••�*' 1 VT NY ME BTU LOSS I3995 1557 4 714 NA 7503 6 7 4 "7 - �'" r•.yH �,°1m Foo ;. r� L ♦ 1 WATTS .INSTALLED / HEATER 4 O(1. ' 2500/10' 000/TK } 00/4' NA 2250/9' 75 / 000/ ' 10 0 4' 7 / S0 0/ 0 Orn+ � rlsaC VAIER-•"�"•� 1 T IN TA / H AT R 14 0 / / 77 / 4'- S SR VI i H wolo.r 1 t, f swPLY ; - 1 STATC AGDICY, �N - �IDNAU 1 rfaRoo«•1 - F-- - ----'- �IMwc anM wT.rA•DLr PDO, .. - . �_ ------------ NYIGDNIL n(A, MECHANICAL r�OTESI - 11 PI-GC AND .,i SUPFI, 1 S C------_t NALL ' vLVES 1. ALL.DUCTS 1N UNHEATED SPACES SHALL PC INSTALLEDBY THE BUIDER_/ DEALER OR "- OPT.x3na I1 vALy[s 1 OVNEP, IN ACCORDANCE viTH THE GOvER]NG ENERGY CODE. 2. OIL FIRED EQUIPMENT A}:D PIPING SHALL BE INSTALLED IN ACCORDANCE WITH 1 ' NFPA 30-1987. ' =---, ' 3. COMBUSTION AIR FOR GAS-FIRED(SPACE HEATING EQUIPMENT SHALL BE OPTAINED 1 rANar Rio+ 1 THROUGH"L13UVEP.ED DOORS. 414D THE CLEAR OPENING IN SUCH DOORS SHALL BE IN i �� cwllvaU ACCORDANCE WITH NFPA 54-1984. 1 , 4. GAS-FIRED EQUIPMENT L PIPING SHALL BE INSTALLED 1N ACCORDANCE WITH NFPA 54-1984. 5. ALL VENTS FOR GAS FIRED EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 54-1984 1 I 1 I i 6. DRYER EXHAUST TERNINATIDN L PIPING SHALL BE THE RESPDNSIBILTY OF THE BUILDER/DEALER DLnrmM4"•s 1 1 1 i DR OVNER. AND ULLESS S.PEC1fICALLY ALLOWED BY THE APPLIACE MANUFACTURER. ALL EXHAST 1LDRODM•2 (CORDON r9-t , , 03•TIDHAU 1 1 LIVJNG RDDN a 1 I , t� s/r,II I DUCTS OVER TEN (10) FEET IN LENGHT MUST HAVE MECHANICAL ASSISTANCE. 1 I M i f 11 •^ HEAT114G DESIGN CRITERIA L-- --- ELECTRIC E.H. I+OYES --- - TYPICAL HYDPONIC WINTER INDOOR DPr BULB DESIGN TEHPARATuPC HEAT Nu LAY U VWTER OU100OR DRY BULB DESIGN TEMPEP.ATUPC TEMPEPATUP.E DIFrEP.CNTIAL BASE L STANDARD ELECT. B.B. HEATING ELEMENTS ARE FATED AT HYDRONIC HEATING NUTES <<^So VATTs/Lttt rl. AT 24ov. 111DDOP. DESIGN OIJTDODR DESIGN DESIGN TEMP. DESIGN TEMP. 2. LIN. rT:OF HCAIING ELEMENTS-REDUtr-u ARE DETEFMINED STATE TEMPERATURE TEHPERATLT7E D1fFEF.ENTIAL EASE MULTIPLYER rROH HEAT LOSS CALCS. ON MODCL TO'JK)DCL BASIS - [NGDttJe tHIRD rAAtrr 1.STD HYDRONIC HEATING ELEMENTS AP.0 RATED AT 550 BTU/HP. _ 1:7 Or ELCCT. P.P.HCATDn CIPCUIT: WILL VA=T VITN IN- VITH 1 GPM AT 180• r. Cl .•••••••• 72 7 7� • 90 LI.:.L:al M'bDCLS'. DE ......... 7E - 14 - 81, 2. HYDP.DrgC METING ELCMC/t: AI:D CO=PEP L11JC• 'TUEEEP"TnF.0 ME ••••••••• %2 -13 E`• i2 1.18 rLOD APE PROVIDED FT' rwr..IFACT;FE. FALQKE CIF NCAt"t HD ......... 72 - I^e = C.C. - ;2 .83 4. -%.LL •'OVNICD 1HCfMOS1Ai5 LOCaTC. -0' . - . - . - • ^F 1- ri P 1 D R TO F•PD':1DC :.IdI! 1taALL MV. •.. .... 72 -3 .2 1D4 ^T M F a D!_IF:41 DF UL C SYa C 1_ C Yl:7ALLATIDN or ALL B.P. HCAllu9 ELE"E:IT' "1Lt EC PCP.Mai; STAIE Ptur.F.I1G CODE. M8.1 ..••••••• 72 - -3 7` 72 = IA4 DOvE 1N STRICT ACCOPDAIICC WITH TEYr..PEAY O:r.caCC ......• - - " 72 82 " PCIa'AFCMCNTS Or UL STAHIAF•D rap. TArETY M41 )Oar 3. LIN.rT. or,KAIIN; ELEMENTS PEO'D APE DETERMINED FROM HCAT NY ad-4- 72 - � -6 �• 60 + � 72 � 1.11PZAr AND N-TS.CODE SECTION 10002 1-2. LO.S CALLS.ON A MODEL BASIS. PA ••••.•••■ 72 5 E7 + 72 = 93 '� 'Ii icr"N /!IVlC7JON o THLFMOSTATS SHtAILD PE CAPABLE Or CONTP.DLLII:G HEAT 4. BUILDER IS RCSPOIITIBLE FOR PF.OVIDING 1HERHOSiA7S FOR HYDEO- RI •••ccrr►.r 72' - 9 63 72 �rPGri�� 1,10 rFDH 45• TO 75• (HEATING ONLY) NIC HCATING PULL WIRE AT S'-0' A.F.r. VILL PE PP.OVIIJED AT DISC. VT ••••••••• 72 -7 56 + 72 72 .70 OAF`S, JJM1'C. 45' TO 65• (HEATING L COOLING) OF MANUrACTURCR, VA •r••ra,•rr 72 - 16 56 + 72 = 92 S. ALL :APPLY ARID RETURN LINES TO BC 3/41 TYPC ML COPPER. VV rrMr►•►Fr 72 E E•6 raa F„jM�01Sn rr.r �. CDII:ECIED LOAD W ELECTRIC IJ.SEPOZAD HEATING BRANCH MLLTIPLICR rOP. C:F:.:1 :HALL NOT CXCCED 80-4 OF ITS FAT)NG (rAIt. 37"V 6. PUILDCR 1S RESPONSIBLE FOR INSTALLATION rLUC IN ACCORDANCE AIR CHAIIGC TEMP. DIFF, VEATNCR SIPIP I EXT. VALLS ►+/ BTU TO AIR ACTUAL AIR CAPE BUILDING SYSTEMS" or ELECTGIC• BASEBOARD HEATING CLGENTS IS PEPMITTED WITH MASS. STATE BUILDING CODG VQLUHE BASE PCDUCTIDI WIND.OF. DODPS WATTS IH`)LTFATIDN VOLUME WrIC[ATION ATIDI FCF' CIRCUIT.) 7. PROVISION rDR CHIMNEY INSIALLAIIDN FOR GAS/OIL r'URt1ACE SHALL . 8. CLCCTRIC BASEBOARD HEATERS COWIPM TO.THE FEOUIREMENIS 0.018 X 72 667 X G1 1 86 X .£93 25 X V�UME•INrIIAT TYPICAL Or AND ARE INSTM-LED IN STRICK ACCOPOANCC WITH THE > PROVIDED NG CII IORI(, A TYPICAL HEAT -0,01B % 7t b67 X (01.5 r"1.30 X .297 = •38 X VOLUME=1Nr14TEMPERATURE PERFORMANCE RCOUIRENEH7 OF UL STANDARDS B. HCAT PRODUCING EOVIPMCNT SMALL BC [NCLOSED PCR MvdAlFACTERS DABFOR SAFETY NO 1042 ON ELECTRIC B.D NEAT, INSTRUCTIONS IN ACCOADANCC V17N MASS. STATE BUILDING CDDE. 0.018 X 72 b67 X (TJt • )3 'Y .293SIXApt U10EeIff1TIDN 1 y ` DOOR SCHEDULE WINDOW SCHEDULE KCY OPENING TYPE 9?DJC.4 OPCNIl K; MA1AF 'V 'V' 'R' 2Fi. AIR A 3068 1.114, UM 38 3/0' x 62 I/Z' TKRMA-TRU ,0 112 3.9 21.9 -.06 #/ST'YLE BARRIER WINDOWS M &' W WINDOWS ANDEP.SEN WINDOWS SPEC-S, - I CDRL - KEY TYPE CODE ROUGH OIFGANG CODE ROUGH OPENING CODE ROUGH OPEWNG 'l' 'V• y�HJ'Tv 'R- AIR NAL fLDDR APEA D 29" 'IMBUE. CORE 34 3/0: ■ 82 1/2` TKRMA-TRU 5-1 17M 3J 19t. .04 L DOUBLE NAM 2436 30 I/8'x41 1/4' '2432 30 3/6'x4l 3/4'" M2432 30 1/8'x,ll 1/4' SJ 31 6.6 32 'AB 63.75 ' C 20" U34 ./STL FRAME 33 3/8'x Bl 1/2' THERM-TRU 0 17M 7.7 1" -D6 . INSUL/FIRE RATED 't - DOUBLE HUNG 2822 34 I/6'.53 )A' 2642 34 3/0•..53 3/4' DC284P 34 1/6'.53 f/4' 62 4.8 124 32 DB 1025 D. 3069 U14•U16 ./i - St 52'. 62 I/Y tKRMA-TRU 1.7 192 63 29.7 •06 CI LITE)INS CORE 3. DOUBLE HJNG 3224 38 1/8'x57 3/4• 3046 38 3/8•x57 1/4' DC3046' 36 1/8'x57 V4' 143 5.9 152 32 DB 128.75 U14.U16 ./Z.- S1 E ]ONSE 65 1/2'%.B2 1/2' TKRIa-TRU 3,4 192 5.9 37S .06 4 DOUBLE "-W. 2828, 341/0 r6S.1/4• 2BS2� 34 3/8'.65 1/a' DC2052* 34'1/8'x65 1/4' 10.5 61 ISS 32 AB 131.23 ' (2-12' UTE) INS CORE. - r 3068 U14.U16 ./2- $I ' ' TKNMA-tliU 3.4 1!2 6.7 39.0 .06 5- "DOUBL.E M.1NG 2824/36' 34 v0•..6! 3/4' 2656-['. 34 3/8'.69 3". DC2BSE' 34 1/0'.69 1/4. 11.2 52 I6.4 32. off � 140 (2-14' LITE)) PIS CORE 69 1/2X tT2 1/2 • 6- D)t PICTURE 1648-24 98'.57. 1/4• 38-4044-19 93 S/8'..57 1/4' ITC18-4446-70 97 1/2-.57 1/4'" 25.4 6.4 . 39 32 DB 3173 . G 1668 MI LOVCORC PASS.: 20 1/4'.82 1/2' JCLD-vCN NA kA NA NA N4 . 7 DH. 45- DAY 45-1648-24 84.54 3/2' 45-18-4046-18 85 1/4'r.57 3/4' DC45-4440-18 90 7/B'x58 3/4- 25.4 6.4 37J 32 .00 3173 H 2O69 111LLOVCDRE PASS. 26 1/4'.92 1/2' JCLD-VCN NA NA NA NA NA 8. CASEttEHT ROW 7955.4 !7 1/2'xSD' -2050 JV !7 3/B•x62' C45 BOV 97 //4'x61 7/0• 30.2 10.0 42 33 446 377S I 2668 HCU MORt PA4•S- 32"1/4•.62 V2' .JCLD-VM NA NA NA NA rw . q CASEHCNT P1CTUfd CV 2333 96 3/1Vx60.3/0' 2050'OUAD 96 J/4'x-60 1/2' C25-2 963/0'x"3/0' " 30.2. 101 43.5 33 " .046 3773 J 21068 RXLOVCORC PASS. 36-1/4'xB2 1/2' JCLD-VCN NA NA NA NA NA la CASUCNT Cv 233S' 29'.41 3/9' 2435' 29 t/4•r.41 114' CV135' 28 7/D'..41 3/TY 6 �5.7 8.7 33 .046 75 / K 2068" Bl-rCX-D 26 1/4•.02 1/2' JCLD-VCN NA -NA NA MA w. IL CASEMENT Cv 2333' 29.60 3/0' - 24W' 29 1/4'.b0 3/2' Cv35' - 20 7/8'.60 3/W 12 .9.7 12.3 3.3 D46 It$ ' 12 DOUBLE KING 2022 26 I/8'.53 1/4' 20i2 26 3/8'x53 1/4' DCZ042 26 1/8'x53 114' U 3A 9.7E 33-. AS 723 L 2668 31-FOLD 32 1/4'xB2 1/2- .JCLD-VEN NA NA NA NA NA 13. DOUBLE WING 2024 26 1/0'.57 314' 2046 26 3/V..57 1/4' DCV46 26 3/8'.57 1/4• 6J1 3.9 10.4 32 D8 8S M 2068 POCKET DODR 49• x84 1/2' JELD-VEN M NA NA NA "NA 14. ZIOUBLE HUNG 2028 26 1/9'x65 1/4', 2051 26 3/6'r-63 1/4• DC2052 26.1/B'x65 t/4• iA" 43 C 118 32 DO 923 N E66B POCKET-DOOR N61• x84 I/2' JCLIYVCJ4 w NA HA 'NA NA 1S DOUBLE KING 2024/36 26 I/0'x69 1/4' - 2DS6-E 26 3/0'x69 1/4' DC2D56 26 3/8'x69 1/4' 7.9 3.9 12.6 32 D6 90.73 . . . ' 0 30" POCKET-DOOR 73' x84 1/2' JCLD-vEH NA NA NA NA 16. . DOUBLE IRJNG 3028' 38 1/B•x65 I/4' 3052' 38 3/8'x65 1/4' DC3052' 38 1/8'x65 1/4•" 12 6.9 17.3 32 A SIATE AfdtY• B H615 . P` 2066 4' SLIDING N-CORE 49 L4. 7(83 1/Z' JCLD-VEN NA HA. NA NA NA /7. DOUIIL E HNLNG 3028/36' 38 V8'x69 1/4' 3056-C,' 38 3/8'x69 1/4' DC3056, 38 1/B'x69 1/4- 12.9 5.9 183 32 DB 16125 - IS. DJi CIRCLE TOP 2-0 26 1/8'x35 1/4' FCH-4 26 3/8'44 S/B' CTN20 26 1/6'45 3/4'. IJ 0 2-9 33 .D8 1175 " 0 2969 6`SLIDING GL 71 1/2' X 80 1/2' MALTA 21.92 17.01 41) 4DA .07 - - 19. D)4. CIRCLE UP 2-4 30 I/W.17 3/4' FCH-6 30.31W.36 5/6'. CT/Q4 30 I/8'.17 3/4' IA 0 3.7 33 .DB 20 R 20" 6'"SVING PATIO 7Z' x or 'THCRMA-TRU 32ZO :16.0 4D 42 ,06 20. DA CIRCLE TOP 2-8 34 1/0'x19 1/4' FC14-6. 34 3/2'x16 5/6' CIN26 34 3/B'x19.3/4' 22 a 4-7 3.3 .08 33.25 = 9068 Y SUING PATIO 113 I/4'x'60' 1NCNnu-TRU 32.86 16.11 '4D 42 1 .Od 21. D.H. CIPCLC ?DP 3-0 38 1/81.21 1/4, FCH-10 38 3/8'x20 5/6' CTN30. - 38 I/6'.21 3/4' 2.8 0 5.0 33 .DB 35 T 2-2868 1311L.ENIPT 67 1/4'.U2 1/2' INCRw-TRU 0 34.02 LD 791, .06 ZZ. C'>MNT CIRCLE 70P 2-5 2!'.16 1/2' rcH-5 29 1/4'..16 5/8' CTCVI 26 7/8'.17' 15 0 34 34 ..046 IB 7S INSUL- CDFC U 2-3060 DBL-EM1PY 77 Sc4'.82.112' TNCRMA-TRU 0' 384 4D 43.1' .06 23. CASEMENT. VCN235 41 VA.'.41 3/6' 1035 TVIN 41 3/4'x43 1/4• CM235 43 3/4'x41 3/8' 0 . 7.4 11.9 33 D46 300 IHSUL. COPE DBL CrNity/INS.CPC 24. C-TOP/PICTURE 6-0 OVER 6035 72 3/4'i79 3/4' FCH-21 OVER 6035 73'x79 I/2' CTC3 OVER CP335 72 3/8'.79 3/4' "292 0 40A 33 DB 365 V 2-3068 .V/OBI. IYSIDELITES, 102 3/8'x82 1/2' IrCPMA-TRU 3.4 "A4D 56.0 M 25. CLIPTACLE NOT APPLICABLE FC-11 71 3141.24 5/8• E76- 7Z'x17 3/8' 4.3 0 6.7 33 .01 53.75 13.5 HGH TRANSOM v/3068 DOOR 36 3/SX 96' THCRMA-TRU 2.75 192 4.0 25.5 .06 NOT APPLICABLE OCTAGON - 2020 22 V2'x22 1/2' HOT APPLICABLE 2.3 1.3 3.5 33 Af 28.73 - x ta5 Rtr4 TRANSOn V/3068 DOOR 65 1/YX %• TNCRHA-TRU 6.15 192 4D 433 .D6 V/DOL 32-SIDCLITES v. AVNING NOT APPLICABLE 3010 37'.20 3/4' AN31 - 36 I/2'x2S' 3.S. 1.9 3.3 33 Di 43.73 .. TRAMSDK v/3068 DOOR a.) AIR IIifIL1RA7IOH CJ'M/fT OF FRANC D]nEHS1EM % l33 HK.T4. V/DIL 14'SIIICtITES 69 3/2'X %' THERH4A-TRU 6.15 192 4A 43.3 ,06 tv IrOOia Cats vDr" NOTE•4u LIGxT vDn,s4,rt'A'AND AR DrLTIA7104 � W AIR INFILTRATION TESTED AT MAHET.SASH CRACK )DOTES awc rLmt OL»COY12 vDa w FACTORS AAC IAtC.D TIiW V(Mtl WE OCTVax WGtL CJ GRADE rLDDR EGRESS VINDDV ONLY. a+J AIR IK'1LTRATION CFM/�T2 OF FRAME DIMENSION .. . . � . rXr"Ar Qr ./ZP�'.I' �rtricfnry - • . M 1/ArTINi 4tf1(40..YIQA h n441 . CAPE BUILDING SYSTEMS DOOR & WINDOW SCHEDULES w M09 wTr.1/2E/8T Hater ow lu yam, NOTES) r WENT MIN•Ix 1/za%vzr ELL PLUMBING MATERIAL SPECIFICATIONS ABOVE ROOF -j j I/2'XI/r COUPLING --SHDVCRHEAD 1.ALL PLUMBING Not PROVIDED BT APE% TO K SUPPLICO l INSTALLED 1 I ON SITE BY WILDER . 1, PVC PLASTIC PIPE - DV83-B7 OR ASTM D2665-78 1/2' 0 �_I 1/r VENT L`AUTO VENT Z.CHEAPP K'LOEN PLAS.NFOR MOTE APPROPRIATE BATH LAYOUT(NJ) THIS NOTE NOT Z. PVC PLASTIC PIPE rI TTINGS - 02466-76 Y COUPLING-(l 1 - ANTI SCALD 1 SEE NOTE 7 1 SEE NOTE 19 Z.IN BASEMENT NOD�LS,WASHER MAY BE LOCATED IN BASEMENT;ONSITE 3• PVC PIPE -A CEMENT -ASTM D132)-77 5, AK PIPE -ATTN 02A6B(SCHEDULE-60 1 1 � pIVCRTER 1 1 CONNECT, BY WILDER 3, ABS SOLDER ALAT ID2- -ASTM D2215-BD 3,0_I, H' .•IN CRAWL SPACE MODELS,RCD.0.PLUMiiNG(IN WASHER L VA H1001(-UPS) 6- RCLIER -ASTM B02^I 1 '� 1 NOT PROVIDED BY APEX TO 9E SWPLICD l INSTALLED.BY'BLRL(NTH. ), TKUCr VALVE-ANTI 221.22-86 I I I I THIS NOTE NOT APPLIC• TO NY.S. - 1 I 1/2'MXI/Z r ELL "I. 5.BATH TUBS AND SHOVERS ARE LISTED IT AN APPROVED AGENCY. B. COPPER DRAINAGE TUBING -ASTM B CEO PO r VCNf PROVIDED t`� N5b \ '9. GEL CDATCq GLASS FIBER Ric CEO POLYESTER. RESIN SHOVC0. FOR FUTURE KNHI I J A5° \ 6.HEIGHT or VATCRPROrFING IN TUB AND S/IOVCR SPACE IS 6'-C'MIN. AND riHDWER RECEPTOR AND$HOVER STALL -212!.2-1900' I Y SAN rCL tT I I/2'COUPLING ELL \ ELL{\/ t 7.THIS VENT EITHER INCREASED Ttl I't IV BELOW ROOF LIKE OR ELBOWS l0. PLASTIC TUBS-Z12/.1-19BD . LAUNDRY,STUIBCO-1 I ILDRMT LTTTI I \ \ \ OVER AND CONNECTS TOY MAIM VENT VItN OX)%I l/2 TEL 11. STAINLESS STEEL FIXTURES -A112.19]-1976 - THRU fLN TAGGED, 1 WATER CEO,FLANGE I WATER CLO.FLANl2 \ 1 I \ B.INTERC0IINECTION Or VENTS TO PC FACTORY MADE WHERE PRACTICAL ABOVE I 'xY c _TRAP LCVCR \ .TRM LEVER 12. VITREOUS CHINA FIXTURES -Al lti.l92-B2 t CAPPED I I .T A•xT I CEILING 13.CHINA FIXTURES -AItZ192-1982' 1 SPOUT SUPPLY WASTE VAS TC q PLASTIC PIPE SHALL K SUPPORTED EVERY A•-0'HOR(ZONALLY ANO WE 14.FORMED METAL PORCELAIN -A112.19-4-1977. rIRR TUBS OHf T 11/Y SAN TEE 1 1 1/2'SAN TEE 1 lCALLY(NY -LCSS THAN Z'PIPE SUPPORTED CVERT 7'-0')ORIZOITALLT7. 15. ENAMELED CAST IRON FIXTURES -AI12.19.1-87 . H I T rLR h (M'LITT) (NY LiTn �1. 1 1/2'P TRAP _ 1%VCNT EXT,THROUGH ROOF KIT STATE-CT,DE,NJ,NY,ND,Rl, 16.MATERIALS,FIXTURES.L COUIPMENT SINCE EL IN CW1I1.V/MS T FLR ,Yp LA7RDF17l -BIN �6 1 1/Z'P TRAP FLR (SEE NOTE 7B1 PA,-12'MIN HA.:-1B'MIM 24•MAX. CODE PARTS 9M L 1230 yw^7•COMIO VYE L.1/B•BEND Y COMIO WIFE L L/B' BEND I I'LR k - `�T'�(BT BUILDER) 1 �/� IT.ALL HORIZONTAL VENT PIPING S1A,L BE A MIN OF 6'ABOVE THE FLOOD 17.PLASTIC SWPLY PIPE AND UV'S.INLLIIDIHNG Cl1ITURCP MARBLE LAV'f. tT BUILDER) I I LEVEL RW[IF THE HIGHEST FIXTURE IN THAI DRAIN BRACII ARE.NOT APPROVED.PLASTIC L CULTURED MARBLE COLXNTER TOP$ARE rLR I H 12•DVV MATERIAL TO BE PVC OR ADS SccpuLE ND OR EQUAL. APPROVED' - MAIN VENT L V.C. DRAIN L'VENT ALTERNATE I 1 ' ' - 13,PVC L ABS SMALL NOT sK NIXED V(T/OUI A NEONNICAL LVMCCTION• IBA CMVC(CMLORIMATED PULYVINTL CHLORIDE)PIPE AND FITTINGS FOR NOT ' TUB DRAIN L.VENT ALTERNATE 14.ALL➢RAIN LINES TO SLOPE t/M'PER FOOT TO MAIN MIM. AND COLD WATER'D[STRtBUT10N IN THE DWELLING PORTION ONLY,Or ONE 702TACK PER LIVING UNIT N1ti_ 15.HORIZONTAL TO VERTICAL CONNECT, TO RE MADE O/SANITARY TEE(MT- RESIDENTIAL OVELLINGS,MULTIPLE FAMILY VALLINGS,MOTELS,MOTELS.. (NY)CA STACK SHALL K (NTH EA fOTURE SHALL tC LONG TURN TEE-VYE). INNS.CONDOMINI AND SIMILAR BUILDINGS SIX STORIES OR.60 FEET IN (NY)E IXT VENTED CRY)EA.FLIT VENTED TUB L SHOWERS SUPPLY EA FIXTURE SMALL K 16.HORIZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL CONNECTIpK MCIGMT.CPVC MAY ALSO or VSCO fW COLD WATER D151RIDUTIOM IOU 'INDIVIDUALLY VENTED TO BE MADE WILDING TURN OR TEE-VYC FITTINGS, FROM THE HOUSE SIDE Or THE WATER METER(OR THE MNTROL VALVE ON I7.MAIL LCNGTH'FROM WASTE OUTLET TO TRAP VEIN'X 26'- THE INTERIOR IWLDING VALL1 DIRECTLY TO DRINKING WATER FOUNTAINS IS.MAX.DIS7A11EE W FIXT.TRAP i0 VENT,1)/A'It 7S'-6,r B 3'=0',Y-6'-0•. TO STATE.LICENSED OR ACCREDITED SCHOOL ]BUILDINGS.THUS MATERIAL 19'AUTO VCMTS ARE NOT PERMITTED IN THE FOLLDVING STATES-CT,MR, - Si(ALL NO7 BC.USED WITHIN 21 INCHCS OF MIT CONNECTION 70'A Hot I-1�B 1 ABOVE TO Dw AO� - MA N,L M L RL IN 111.ESE AREAS VENT LINER:WILL BE INSTALLED 'WATER TANK AS OUTWIT IM M(L C U2 L 17 7/ABrIC%IBLC (NJ ONLY) - 11/r SAM TEE AI REQUIRED. L. 1 1/2' VENT wurP VENT 1/2'TEL ONY LTTY) . 2D-VACUUM BREAKS TO K INSTALLED ON NOSE BIDS FOIE MA.JY,L RL . 1 SEC NOTE 7 t t/2,VEST` EKE NOTE 19 2L MAX.FLOW RATE FOR FAUCETS►SHOVERS TO BE 7 GAL PER NINUIE. T J 22.SUPPLY LINES ARE TYPE'V CWPER• . DW IpPT) T-1 1/YXY INCREASE rNR 2.0 AUTO VENT 27.COPPER PIPE SHALL IE AIPOR TCP EVERY f'�'NOR120NtALLT AND AT . I I/2'SAM ICE 1 1/2'SAN TEE 1 7/./aFLE%Nx.E SEE MOTE.(19) EACH STORY NEIGHS.MOt TO ETEO E l0RY VERTICALLY. - DMY LTTT) T Q(Y LTTT! �•� GARBAGE GARBAGE 2A.ALL JOINTS IN tW'PER PM TO 1E SR.DERED W/SOLOCR L FLUX APPROVER 1/Y 0 ISe 1 llfr SAM DISPOSAL DtSPOfAL - p�, ON LTTY). t v'r SAM TEE FOR SUCH USE L SHALL BE 99Dx LEAP'FREE rw SUPPLY PIPING. 1/2'PTRM 1/2'P TRAP - - 1 1/2'SM)'1EE. - MT LTTY7 2S UAIR.B71L SUPPLIED BY APEX L SHIPPED LOOSE FOR NSEHIENT INSTAL- . II/Y LTTr) LATIUM ON-SITE OR PIS ALLIED IN HOMES.W-FMAVL SPACES.(SEE INDIVIBUAL - - LL WY IlN 2Hn.H'U,R LAW. - ro �Y�i1StE ?"0 - SALES AOIEEI1ETNi FOR NADEL Sint ETC.) . INSTALL CLEAN aR rLR COAT. Y P TRAP r P TRAP CONr• x6.AMAIICOlMT0.r RATED.TEMPERATURE L PRCSSIAE RELIEF VALVE SE M Kx AS SHOWN VAtt[. (SEC NOTE rn txEE NOTE 757 VAt;TE K PROVIDED 06 ALL WTR HRM INSTALLED'BY APEX.TBO VALVE to; FLR FLR I 1 FLA 'FLIT ANT tlN NOTE SLR UV. 1 I/r P TRAP BC INSPCCYED.(AND INSTALLED IF V)L IS SHIP-LOOSE ON-SITE 1 1 1 I ( ( 1 1/2'P TRAP AIR GAP TO A NON-HMZARMX LOCATION CM MSCMEMT DRAIN). -1 1/2.0 (SEE NOTE 75) ( INSTALL CLEAN PI7 27,OE rRMT FREE SILL COCK IS TO BE INSTALLED ON SITE BY 1LML(SEE KIT SiNK SUPPLY (MY ON 2N0 FLIT LAW- AS SHOWN' LAV SUPPLY LAW. DRAIN L VENT ALTERNATE W/ OPT. pW. SUPPLY INSTALL atAN OUT 1'LR 1 O 2L Mal SCALD DEVICE'VILLA PE IXED IM ALL SHWERS. EA FUUTIA(E!MALL BE FLR AS SHOWN 1 29.VAl7AB1 BREAKERS/0 BC LOCATED A MIN OF A'ABOVE FLOOR LEVEL ON . E&FIXTURE ALL B 1' KIT SINK DRAIN L VENT (NY ONLY)K1T SINK DRAIN L VENT FACTORY INSTALLED rIxTURES CIS..CLOTHES VASIERVICY-SCE WASHER KIT SINK DRAIN L VENT ki/ OPT.'DUN• L GAR. DISP. W/ OPT. DW. L GAR.'DtSP. ALTERNATE SUPPLY HET l 7D t2 f1R0Y7 2N0.F1A01 FIXTURES OR r1%TURC GROUPS VILL HAVE DRAIN . EA.rUCTURE SHALL BC EA.FIXTURE SHALL BE EA rIxTURE SHALL BE - STAGES-tEPERATE rwm 1iT:rumR rixTIMRC GROUPS. W07VIDtALLT VENTED INDIVIDUALLY VENTED INDIVIDUALLY VENTED - - 7L(2 STORY)HST FLOOR TrtLL DRAW HIpS12DNTALLY INTO MOUSE BRAIN ( 3Z'22 Stmn ACCfS FOR FIELD CONNECTION OF BOTH SUPPLY AND DVV SYSTEM WILL BE PROVIDED IN 1ST FLOOR CECMO. - - - - . C2 STORY)IMFERCONNECTEKI 0r PLUMBING SYSTEMS BCTVmM 1ST START CC7L711G ANDZMD FLOOR TIT BEMADE IN FACTORY WHERE PRACTICAL, - . NOT APPLY TO NY.) . - - 34.OCT L MC)r DRAIN REPD.F➢R KITCHE7(SINK.. - . - - 33.QUA/NO SOFT CAPPER ' -3L(MA)MIN VENT STAR IS 2'(INCREASER USED PLR 1 1/2'VEINTSA ' 12'MIN 37.OIA)r FUTURE VENT VILE!E INSTALLS➢(TAGGED L PLUGGED, - STATE AGENCY. • . 78.WA)WALLS SUBJECT TO WATER SPLASH ARE PROTECTED BY_VWYL - . CLAD INTERIOR FINISH - . Y MIM VENT PENETRATION THROUGH ROOF 1 1/Y BRANCH VENT . MADE WATERTIGHT,SITC-INSTALLED O•NO ALTERNATE ARRANGEMENT-� ` PRACTICAL IN FACTORY i 1/2'-1/. BEN➢ .3AX7xI I/r TEE _ - l2'HIM TO BRANCH PIPE AND BEGINNING -__----___--_-- - OF REDUCTION AT REDUCER" r_MAIM STACK VENT .ALT IR'VCNT TO VENT '• 1 1/2'.IF LOCATED ON - TERMINAL FOR SINK I.VASWR~I _1 12'BRANCH VENT HOR[ZONAL OR AI,NAGE' _ VACCVM RELIEF NEEDED WHEN TANK - . 7'%J'%i 1/Y TEE BRANCH - - - . Y MAIM STACK VENT IS ON FIRST SCCUNB SCORN ISOLATION VALVES DWELLING ISOLATION TEMPERATURE L PRESSURE VALVE SHALL BE ACCESSIBLE TO EACH . - LIVING UNIT RELIEF VALVE - OPT RACY To BACK - r rutum UPT.BACK TO IAC LAY - WATER CLO USING VATCR FUOV- -WATER FLOW VENT FIXTURE USING ON VEIN(RUES MAIN SIUI-Orr VALVE . Y-6'MAIL COMMON VENTING Y MAIM STACK VENT Comm'MOT APPLY TO NO - FIXTURE SNUr-Orr VALVE WASHER 3'-6'MAIL. (DOES NOT APPLY - _ 5'-P MAx - _ . TD Ifn OPT BACK.TO BALK WLD WATER KPPLY TD COLD WATER HOT WATER OUTLET 3'-0'NA% / WATER CLO USING 1 1/r U UB/SHOVER - CoIH VATCR INLET 7,i.MAIL COMMON VENT(DOES TUB VEN IPE INCREASE . ALTERNATE TEMPERATURE L NIT SINK NOT APPLY TL N17 ___ ______ WATER dA PRESSURE RELIEF VALVE LOCATION . 2' LAY TLIR/AOVER WATER CLO - flA DISCHARGE LIE(TO RE SLOPE 1/1'/FTY OL Ex)(:MDED TO AN OPEN DRAIN . PLR _ FLR ve BEND �11 T I PRESASE TEMPERATURE RELIEF - .- -__._ VALVE SHALL PPC TO AN AIR THRU - TYPICAL BATHROOM. GROUP ALTERNATE CONNECT TO STACK V/ GAP HEAR rLR IN TIE SAME CO.AT ui rL¢ r DRAIN (WYALTE M N VI SRNATE END)ARRANGEMENT DA.T WIN NTa WIN ON we RST OR SEcc ws . LONG NENO SIZE ACCORDING SLOPE 1/1'/FT WITH WET VENTING _ FLR SMALL- TD FU((RDE LOAD TO HOUSE{RAIN FIRST rUt PROVIDCO IM�PLA�Nf .TYPICAL DWV SCHEMATIC NJ-Coke WYE%1/8 BEND OR DBL LONG TURN TEE _ _ DRAIN SHALL PIPE L DIS[HAgCE NY-VET VENTING OPTION ORES NOT APPLY INDIRECTLY t0 A HAZARD PIECE . NOT WATER HEATER PAN (METAL FOR FUEL BURNING HEATER) 1 1/2' DRAIN FROM DRAIN PAN TO BELOW K 13 (LOUR(PROVIDED D PLANT) WHEN TANK IS W FIRST fRt SECOND fLODiI WATER HEATER DETAIL . - SEC NOTE 7� CNOINCFR- THIRD PARTY, 1/2'Mxl/rf ELL - . t/2'%t/2'[OUPppL ING -fHOVCRNEAD i x' t/2.0 F ANTI SCALD DIVERTER DVV PIPE WASHER BOX i -SEE ROTC Ni SEE NOTE 19 DVV COUP LING HOSE BIBBS r 1/2'VENT p_�AUTO VENT S 1/8•Mxl/rF ELL I SEE NOTE) .T- SEE NOTE 9 I DVV PIPE W/ VACUUM WASHER BOX 1 WASHER'Box P 1/z'IX7WLIMG BREAK (NY ONLY) . Y HAND PINK 2•SAND PIPE 7Wl MAfi O! IS. MIM."'MAX. IY NIN 70 MAIL / SPOUT SUPPLY 1 APPROVED FOR "EMT HINT •/./ i O row PUB:DHLr 1 tY0 fsS,, l C. 41g,P TRAP t'/TRAP2'HB r fu GA1f0ERi TN' FIELD CONNECTION BETWEEN B11 NO IFIIn YIs NraNARIDM AR rMM 1 i 1 NODULES OR BSMNT FIXTURES Ft.R PLR 1 FLIT rLll 11Ji FLR I � CAPE BUILDING SYSTEM, 1 1 PLR ( H : TRAP "4►TRA. PLUMBING MASTER 1 1 WASHER DRAIN 6 VENi ALTERNATE EA rIxR SHALL B SHOWER SUPPLY SHOVER DRAIN !L VENT ALTERNATE WASHER SUPPLY WpIVXTURICr VENTER EA rO11RlC BNALL itAR DATG 1-9-97 RCW'.j"1Y-99 DVa Ma •, a-211.T VENTED 16 I ASSESSORS MAP;._ ---___-- -- TEST HOLE LOGS PARCEL;A ��� NOTES: FLOOD ZONE: 07" SOIL EVALU TOR: 4N+ , N ka — — WITNESS: '�)Hv:' - z$ REFERENCE: Z ____ P.� -13-7/_ ' # _ DATE:PERCOLATION RA;E: �- 2 M1 I , 1) The installation shall comply with Title V and Town of Barnstable Board of - - - -- ------- ------ Z - Health Regulations. P RIOT Re �� `� V� k,L w �✓ 2) The installer shall verifythe location of utilities, sewer inverts and septic eP!2£ 4k 6 TH- I TH-2 components prior to installation. � 3) All gravity septic piping to be 4 inch Sch 40 PVC at 1/8"per foot, ` v p M I {p 4 This plan is not to be utilized for roe line determination nor any other . �_----- � ) P property rtY purpose other than the proposed system installation. t Id Q q _ 5) All septic components must meet Title V specifications. 1� _ 6) Parking shall not be constructed over H10 septic components. LOCAT ION MAP (*�5�\j / 7) The property is bounded by property corners and property lines as depicted. // 8) The property owner shall review design considerations to approve of total G �( number of bedrooms to be considered for design. Receipt of payment for the r f plan and installation based on the plan shall be deemed approval of the 4 t number of bedrooms. 1 . 9) Proposed leaching is to be within 36 inches of grade or provide venting or cut i grade as permitted by the Board of Health. �'— 10)System components to be 10 feet from water line. , 11)Septic tank to be a minimum of 1000 gallons. If tank is less than 1000 gal., then replace with 1500GST. �U S E,P T I SYSTEM DES I G N 12)This plan does not consider compliance with the requirements of zoning and is the responsibility of the owner/contractor to verify applicable zoning and _ restrictions. FLOW E.i T I MATE Z� / / : BE:P=MS AT 110 GAL/DAY/BEDROOM - GAL/DAY SEPTIC TANK l=��P e4 L I / SO GAL/DAY x 2 DAYS - GAL USE 15 O GALLON SEPT 1 C TANK SOIL AE;SORPTION SYSTEM 1 •._ B+)DTTOMR AREA: 0,2 =Z301h 13 ti- o L G— - - ' ,00 SEPT I C' SYSTEM SECT I ON r, 00 rd 7 cam,�►� �T1,o� -a-�_-i o ���� J.�� 6 5 D-BOX 6' 1500 GAL �I(,; S YFTfct,'i� I �i"= n Y SEPTIC TANK %7 �}�.►. '' $ _W' 2�R / X t3 SITE AND SEWAGE PLAN LOCAT ION : Maw T-.t�. Mi6M i4 PREPARED FOR : 5VJj ��PT1G a SCALE: d DAV I D B . MASON Raj DATE: � a a DBC ENVIRONME-NfAL DESIGNS EAST SANDWICH . MA W DATE HEALTH AGENT ( 508) 833- 2177 W Z i