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HomeMy WebLinkAbout0045 SEAPUIT ROAD - Health 45 Seapuit Road, f A = 118.-24 —005 O$terville 7 c y � r } BARNSTABLE LAND COURT REGISTRY WHP.'REAS,Raymond J.Wysocki,Jr. and Mary Patricia Wysocki,of 45 Seapuit Lane, Osterville, �. Massachusetts,Barnstable County are the resident-owners of 45 Seapuit Lane, Osterville,Massachusetts (bereinaR referred to as the `lot")and being shown as Lot 12 on Land Court Plan 15055-I. WHEREAS,Raymond J.Wysocki,Jr. and Mary Patricia Wysocla, as the owners of said lot have agreed with the Town of Barnstable Board of Health to.a restriction as to the number of bedrooms which can be included in any home built on said lot as a precondition to obtaining a disposal works constructim peninit in compliance with 310 CMR 15.000 State Environmental Code,Title V,Minimum Requirements for the Subsurface Disposal of Sanitary Sewerage; WHEREAS,the Town of Barnstable Board of health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMFt`15.000 State Environmental Code, Title V,Minimum Requirements for the Subsurface Disposal of Sanitary Sewerage,and authorizing the issuance of a building permit for the construction of an addition to a single family home on this property,is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document NOW,THEREFORE,Raymond L Wysocki,Jr. and Mary Patricia Wysocki,do hereby place the following restriction on their above refemeed land in accordance with their agreement with the Town of Barnstable Board of Health,which restriction shall run with the land and be binding upon all successors in title. 1: 45 Seapuit Lane,Osterville, Massachusetts may have constru dW upon the lot a house containing no more than four(4)bedrooms. Raymond r.Wysocki,Jr_ and Mary Patricia Wysocki agree that this shall by a permanent deed restriction affecting the lot located at 45 Seapuit Lane, Osterville, Massachusetts,.and being shown as Lot 12 on Land Court Plan 15055•1 For title of Raymond J.Wysocki,Jr. and Mary Patricia,Wysocki see Barnstable Land Court Registry Certificate of Title Number 167301,Docuinem$93,832. Exec d as a s sled instrument on this day of January,2003. f { ' aid J. oc Jr. yk Mary Patricia Wysocki Q�inninr�rf c��� Barnstable,ss Then personally appeared the above-named Raymond L Wysocki, Jr. and Mary Patricia Wysocki,known to me to be the persons who executed the foregoing instrument and acknowledged the same to be their free act and dead,before the undersigned authority,this day of January,2003. BARNSTABLE UN N +` REGISTRY OF DEEDS ��� 'a ATRUEDOPY,ATTEST a 4d Z�LawS Vfv r JOHN F.MEADE,.. V BARNSTABLE REGISTRY OF DEEDS Z0 •�9dd `; dQ1Qd �' L60ZLZZLT9 TZ•E0 6661/90/00 j RECEIPT Printed:01-03-2003 @ 15:35.39 BARNSTABLE LAND COURT REGISTRY JOHN F. MEADE, REGISTER ITrans#: 3275 MARY PATRICIA WYSOCKI Oper:JOYT Doc#: 900210 Ctl#: 2088 Rec:1-03-2003 @ 3:35:34p DARN DOC DESCRIPTION , . _ TRANS ANT1 WYSOCKI JR RAYMOND J ---------I RESTRICTION ' Recording fee Surcharge CPA $20.00 30.00 20.00 - Total fees: --- 50.00 *** Total charges: CHECK PH 17871 50.00 r, C ,y COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION NOV 2002 TITLES TUvvHEALTH DEPT. OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY:ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: .4 MAP " Owner's Name: Am PARCEL Owner's Address. C'J�y LOT Date of Inspection: Name of Inspector lease rint) � Company Name: �- Mailing Address: o Telephone Number: cam' 7`71 • ��99 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 tune 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 S ction 15.340 of Title 5(310 CMR 15.000). The system: Passes Conditionally Passes Needs Further Evaluation by.the Local Approving Authority Z�&FaInspector's Signature: , Date: // -2-4)— 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 tile time of inspection and under the conditions of use at that time. This P inspection does not address how the system will erform in the future under the same or different conditions of use. Title 5 Inspection.Form 6/15/2000 page 1 I� Page 2 of 1] OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE'SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A. CERTIFICATION (continued) Property Address: Owner: Date of Inspection:_ a Inspection Summary: Check A,BC;D or E/ALWAYS complete all of Section D A, ystem 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 ...... i !U.t B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or repaired.The system,upon completion of the replacement or repair; as approved by the Board of Health,.will pass. Answer yes,no or not determined,(Y,N,ND)in the for the following statements. If"not determined"please explain. 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: 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: 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 Page 3-of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACESEWAGEDISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: � ( � Owner: Date of Inspection: C. Further Evaluation is Required by the Board.of Health: Conditions exist which.require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety.or the environment.. I. System will pass unless=Board of Health"determines iii-accordance with 310 CMR 15 303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water _ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2.. System will fail unless the Board of Health (and.Public Water Supplier, if any)..determines that the system is functioning in a manner that protects the public health,safety and environment: " _ The system has a septic tank and soil absorption system(SAS)and the SAS is within.100 feet of a. surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone l of a public water supply. - The system has a septic tank and SAS and the SAS is.within 50 feet of a private water supply we1L _ The system has a septic tank and SAS and the SAS is less than 100 feet but"50 feet or more from a private water supply.well". Method used to determine distance . "This system passes if the well water analysis,performed at a DEP certified laboratory, for 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 Page 4 of 11 OFFICIAL INSPECTION FORM—:NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) . Property Address: Vt Owner: :Date of Inspection: 1 c;0Up0 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes Nof ., _ 0/ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool _ Discharge or pondirig of effluent to the surface of the ground or surface waters due to an overloaded or / clogged SAS or cesspool. v Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool f Liquid depth in cesspool is less than 6"below invert or available volume is less than'/z day flow —7 Required:pumping more than 4 times in the last year NOT due to clogged or obstnicted,pipe(s).Number of times pumped Any portion of the SAS, cesspool or privy is below high ground water elevation. Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface / water supply. _ V Any portion of a cesspool or privy is within a Zone 1 of a<.public well. Any portion of a cesspool or privy is within-50 feet of a.private water supply well. Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed_at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.) (Yes/No)The system fails.I.have determined that one or more ofthe 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 correcfthe 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 the system is within 200 feet of a tributary to a surface drinking water supply _ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area IWPA)or a mapped Zone II of a public water supply well If you.have answered"yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed.The owner or operator of any large system considered.a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. 4 Page 5 of 1.1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SiH WAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: d� Owner: Date of Inspection:. Qa Check if the following have been done. You must indicate"yes"or"no"as to each of the followin,-: 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? _LZHas the system received normal flows in the previous two week period ? _ Have large.volumes of water been introduced to the system recently or as part of this inspection? Were as built plans of the system obtained and examined?(If they were not available note as N/A) Was the facility or dwelling inspected for signs of sewage back up Was the site inspected for signs of break out? Were all system components, excluding the SAS, located on site'? Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees,material of construction, dimensions,depth of liquid,depth of sludge and depth of scum.? V Was the facility owner(and occupants if different from owner)provided with information on the proper P P P P maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption Systenr(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)J 5 Page 6 of I] OFFICIAL INSPECTION'FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: V(5 A Owner: Date of Inspection: D FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design):YL. Number of bedrooms(actual): DESIGN flow based on 310 CMR 15.203 (for gP 110 example: d x#of bedrooms): P �7 i7V Number id current rea garl Does residence have a garbage grinder(yes or no): Is laundry on a separate sewage system (yes or no):cif yes separate inspection required] Laundry system inspected(yes or no Seasonal use: (yes or no): Water meter readings, if a�e'(last 2 years usage(gPd)) Sump pump(yes or no `. Last date of occupancy: ILW COMMERCIAL/INDUSTRIAI ,)o 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 system (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 paA of the inspection(yes o no)- If yes,volume pumped: gallons--How was quantity pumped determined? Reason for pumping: TYPp 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): roximate a e of all co ponepts, dat inst I (if known) and source of information: S � • Were sewage odors detected.when arriving at the site(yes or no):�yq. 6 Page 7 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY.ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION ]FORM PART C SYSTEM INFORMATION(continued) Property Address: Owner: Date of Inspection: a BUILDING SEWER(locate on site plan)�((� Depth below.grade: Materials of construction:_cast iron _40 PVC_other(explain): Distance.from private water supply well or suction line:. Comments(on condition ofjoints, venting,evidence of leakage, etc.): SEPTIC TANK:�cate on site plan) Depth below grade:%DO r Material of construction:-Zconcrete_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) i 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: 2. r; Distance from bottom of scum to bottom f.outlet tee or baffle: How were dimensions.determined� Comments(on pumping recommend lions, nlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet,invert, evidence of leakag etc.): .41 GREASE TRA1%,,,,,`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 outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date oflast pumping: Comments(on pumping recommendations,inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of leakage, etc.): 7 Page 8 of 1 l OFIF'ICIAL INSPECTION FORM—NOT FOR VOLIUNTARY ASSESSMENTS . SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM y PART C SYSTEM-)INFORMATION(continued) Property Address: UA Owner: a Date of Inspection: O 1C)00 a TIGHT or HOLDING TANK- (tank must be pumped at time of inspection)(locate on site plan) Depth below.grade: Material of construction: concrete metal fiberglass__polyethylene other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches, etc.): DISTRIBUTION BOX:—Z(if present must be opened)(locate on site plan) Depth of liquid level above outlet invert. %Q Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of 1 kage into or o t of box, c.): � . PUMP CHAMBER."`°�_(locate on site plan) Pumps in working order(yes or no): AlarmsIn working order(.yes or no): Comments(note condition of pump chamber, condition of pumps and appurtenances,etc.)- 8 Page 9 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY.ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: Owner: Date of I spection: oZ SOIL ABSORPTION SYSTEM (SAS): r (locate on site plan, excavation not required) If SAS not located explain why: Type leaching pits,number:_ leaching chambers,number: leaching galleries, number: :�2aching`trenches, number, length: _leaching fields,number, dimensions:Q' X 5-6 � 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): CESSPOOLSp}(eesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth—top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: . Indication of groundwater inflow(yes or no): Comments_(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation,etc.): PRIVY- llocate on site plan) Materials.of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure, level of ponding, condition of vegetation,etc.): 9 Page 10 of 11 1 OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: Owner: Date of Inspection: (�� 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. 10 Page 1 I of 11 OFFICIAL INSPECTION FORM—NOT"FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE.DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: AAA Owner: Date of Inspection: 00OD SITE EXAM Slope Surface water Check cellar Shallow wells Estimated water round to depth L p g �,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(abutting property/observation hole within'150 feet of SAS). Checked with local Board of Health-explain: Checked with,local excavators, installers-(attach documentation) Accessed USGS database-explain: You o must describ e how g you established the high round water elevation: Y g r 5 © dI � 11 Sits L�ca :cr : ✓� �o . V'G,,. ,e Contl'.-"-C or: © _ ��vlcJ -jdr=SS: . 7 Noes:, S S-P, 1 , me-nure c ?t :e ,nea,- _ n —cc _ ::' - _ Zone...I�- L �� C � - � a l,_In tU-. •c, ..7 and h n'...' -:.x WE{{:44E.^.`{Oca e .. . Ap,,,Oi"O.l7i IcE.iildE::\N8{'{_... N/nitol • _ _ �Lam.{` I �. :. —ER i _ •;.a.. "Using Qi'i�n l•V.i:�✓af.,�: �CUi. ,i - .. �. ... .- Water �'?SL'U,'CBS'C6'ildlZiOnS`r _ I - { . we-tar -n(c! rorin:' "X wel-I ...... ............. S.::=?• '- Usine.Taoie.o:.�nla�e _f.=Y:el'.�dJl scmgn.ts '1 - or•index*wei( (STEP 2,i_cwrrent e- o wa._er'•lure(=oa-.,i-nde.:wed r,c:P 3.1, and. zone r77=P'')S'. de -r,T.l"m-a-vV'ct?,'iaV.e! dius.trner[ ............................. .:.._ ...... . .!.. ..._........ C f�7 I J.�.=,�. c=!',ilo CE•C:E =19�l�,at0l' W2:8C -. by Si_J.i'cClli;1C �!.E•Wo�Er_,. . level cdJLSu T-EP . �,O,Ti ,,;cc_.�.a....•.Ci,.Utn Vdcer d level v•-nv.`v'vvil:PIi.!:.<•,Ii:u}. Pvi t SI /✓��® , "� ramr,. ��'e/� TOWN OF BARNSTABLE LOCATION; ,50 � . J'U SEWAGE # -& VILLAGE �J/� �'/'° - �_ ASSESSOR'S MAP& LOT INSTALLER'S NAME&PHONE NO.LCa%f �, l. ' d,.l� Lal �- SEPTIC TANK CAPACITY %!j-Q 0 (2,49 LEACHING FACILITY: (type) 2,./z7,dC &2�Pize) Z `f Pi-, Az NO.OF BEDROOMS BUILDER OR O , ; r PERMITDATE: / COMPLIANCE DATE: �7 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility " Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) I Feet Furnished by r ~ � r / ,6J' / )a..7-- �;/ y ;3 No. U 11, ,.. . , Fee 'i'HE COMMONWEALTH OF MASSACH SETTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS �b ZippYtcation for Mizpotai *pgtem Construction permit Application is hereby made for a Permit to Construct( 4Or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. Z Owner's Name,Address and Tel.No. 6'�P0n- F-040 Installer's�N//2�j�an1.NA;° a Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms 4- Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 0A4 gallons per day. Calculated daily flow V-4 gallons. Plan Date 010 Iz-4 19 lYo Number of sheets / Revision Date Title • .67j )�;kA-cl 01= !oT' 1'7- Led-- /505T,4 is (asT�n✓;cz�) B LL Description of Soil O 5` D :Y "4 /b 0 3® _5F CoAgSa-T'SAMO �° . �-977-/ 0-2/> d� 2°�/d E,lo`-1a`,8 l�y8"�°Tr ans �°.4°r� 8�o 1�"G� �s 4 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has bee ed by this Board of Health. SignZ Date Application Approved by 571 Application Disapproved for the following reaso Permit No. 9 Date Issued ——————————————————————————————————————— w w -- ♦ �.a,..s+.+H.. �. .--.,a� :.1 " ,,wg.r.:y ._. .-i-m-...Aa ._.yam. !y`. T� �i'"t.�"-T,". ..<l.�. .. • "1i�. I v ff JJ�� �°—•.... Fee 4!€ CPMMONWEALTH OF MASSACH SETTS, IV r PUBLIC HEALTAIVIStON - TOWN OF-BARNSTABLEs MASSA HUSETTS ` ^� fit , a � -0 01ppYicatiou for Xk5pont *pgtem Con0trurtton,,permit Application is hereby made for a Permit to Construct( ��®rRepair( )an On-site Sewage Disposal System at: " Location Address or Lot No. !Z Owner's Name,Add e s and Tel,No. g Installer's Name,Address,and N Designer's Name,Address and Tel.No. =-� Type of Building: '+ Dwellifig,/. No.of Bedrooms 4 Garbage Grinder( ) Other' Type of Building No.of Persons Showers( ) Cafeteria( ) t - Other Fixtures J_ Design Flow I i,f' gallons per day. Calculated daily flow gallons. a 'Plan Dade - 1JQV /Z, lql?& Number of sheets / Revision Date Title.. )�-4v O/z /or /'z L� /5o5SN is (osrC1V/yA&- &,Aa�d44a` Description*of Soil, O��" 3 �� f� ��'�-*"a 90 �� 6T n CoA S�SA NJ C�, 4 07z/ .p_Z„ O �,r/O'tE /o''9'Z°,�3 �"—�fB�C�Goe/LSE SANO48'�/alovGp K9 S• .K �Z� ' S4 1 Nature of Repairs or Alterations(Answer when applicable) _ J it Date last inspected: .;.Agreement: x , ,,-The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system --in accordance with the provisions of Title 5 of the Environmental Code add not to ace the system in operation until a Certifi- cate of Compliance has bee ed by this Board of Health. Sign Date Application Approved by Application Disapproved for the following reaso ,t Permit No. Date Issued 00 THE COMMONWEALTH OF MASSACHUSETTS i PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Certificate of Compliance - THIS IS TO CERTIFY,th.at the On ite7 ewage Disposal System insta ed( ), by gr repai d/repjace �, i _� rLI�, rJ� -hl � L Y-� } as _ 1r fel trask constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Use of this system is conditioned on compliance with the provisions set forth below- No. // Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS aigogal *pztem Construction Permit Permission is hereby granted to to construct(\,)repair( )an On site Sewage System located a[ 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. All construction must be completed within two years of the date below. Date: ev V Approved by . - ----------------- TOWN OF BARNSTABLE LOCATION: L-' SEWAGE # . VU-LAGE �ry>>�- i !% �-%- ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE SEPTIC TANK CAPACITY - LEACHING FACILITY: (type) ize) 'i�. NO.OF BEDROOMS BUII DER OR O °� J5 PERMITDATE: I COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Z---- Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet . Furnished by rT 7.51) 0H 11APPLI�CATION FOR PERCOLATION TEST AND OBSERVATION PITS LOCATION ) NO. f6Z6 _ VILLAGE �jZ��G DATE APPLICANTy� ��b FEE 4_e_v ADDRESS/� ,�ds� y�G �1'� yi cam' TELEPHONE NO. r t Non refundable) A ENGINEER TELEPHONE DATE SCHEDULED �-� v" (Ap icant' s signature . O . . :,. .: .•. O O.O.. . . . . . . ..0 . O .. ..0 0 . . OO O O . O O. . b • � .�.A.SESSOR'SA & LOT NO: . • ... . . C70� ��� , Ov SUB-DIVISION NAME DATE TIME EXPANSION AREA: YES 4--'NO � 5��� ENGINEER TOWN WATER GI-1PRIVATE WELL BOARD OF HEALTH EXCAVATOR SKETCH: (Street name,etc. ,dimensions of lot, exact location of test holes and percolation tests, locate wetlands in proximity to test holes) ` NOTES: IA _rjg21 7 72 r �Aa PERCOLATION RATE: Z. 'f'11xj fAJ �ci2 jZ A ' TEST HOLE NO: ELEVATION: TEST HOLE NO: 76' ELEVATION:... 2 2 ;h. c7 4 3 4 I� - y 5 6 S ,wc410ae yK ,�-fie-�t .�®�� 1 . i0 ,mow 1'0 _ ley Z® 11 11 140 W-47(-7- L 12 12 13 13 14 14 15 15 16 .16 SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELD LEAC NG PITS LEACHING TRENCHES UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS: NOTE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION ORIGINAL: COMPLETED IN ENTIRETY BY P. E. AND RETURNED TO BOARD OF HEALTH COPY: RETAINED BY APPLICANT ,i ZONE: ; . . RCEA PU/T ROADArea (min.) 87,120 (RPOD)Fronto e (min) 20' E. �� Width min) 100' 87` 4 09 E Setbec s: V 5000 Front 20' :R - Side 10' Rear 10' r.y ° �^ • 4 �� OVERLAY DISTRICTS: "d P •°' RPOD — Resource Protection Overlay District ,' .. ° WP — Wellhead Protection Districtl . - NEstuarine Watershed FLOOD ZONES: - h Zones B.& C Community Panel No. LOCATION MAP: I #250001 0016 D July 2, 1992 Scale: i" = 2000'f ASSESSORS REF.: Mop 118, Parcel 124-005 DIRECTIONS: From Hyannis — Follow Route 28 towards Osterville, At the lights by White Hen!Pantry, take a left.onto Osterville West Barnstable Road t and follow to the end; Take a left onto Main Street; Take right onto Seapuit Rood; Site j L0 is on the left, #45. , Lo Go V �rr� S:Loc OU ! -• "�' NIF . - GADDY REALTY TRUST + CERT 141561 0 4 Z I _ I _ -� - PROPOSED WORK LIMIT —S -87* 745" f PROPOSED �. N S�p0 F; S 06'14 34 W ESEPT IC ADDITION .1 - .(96-663) 1- - -- - -- 20 i I _ 3.77' S 36 51,14„ E EXISTING i ' I i I 25.79 o DWELLING N I S 08 35 17 W (SE3-3113) W 1 / j EXISTING Q - DRIVEWAY / ` ; I �w 31.87' S 02 43'15" E �. S 09 37'56" W 1l22.72' S 11°49'13" W - - - EXISTING ,-,.. ... . POOL 3044� { iCC 5.18' S 36 32'38" E S 70 21'12" W I�4 0-\ 44.45' , 1� 1 5 N 36*14'25" W 692� 33.90' » of Ii SKI F�ER - N 05 42 31 W Z)0 1111E - Engineering,Addition Sullivan PREPARm BY.. - PREPARED FOR: Site Plan NOIES- 1.) The'intent of this plan is for the permitting PI o ineerin ,Inc. Mary P. Wysocki, Trs P g g of the addition shown only. At Pa Box 659 Mary P Wysocki Living Trust 2. p m Osterville,�MA 02655 ) The information shown was com ded hrom -. (soeKsetear.lsoe265 r, 45 Seapuit Road information available, including L.C.P. 150551, � 45 Seapuit Road Osterville, MA 02655 SE3-3113, and Town of Barnstable C.I.S. �,/ 3.) No on the ground survey was performed by ° Barnstable, (Ostervne) Mass. Drath J00 40 a Za 4° Sullivan Engineering for this plan. DATE SCALE Redew: PS - June 16, 2010 1" = 40' Pro t At 30005. R Z d — SPHALT ROOFING 5PHALT ROOFING EXISTING: RLM I FIFF1 m - TYP. IXB/IX3 AKE BRDS. /G SHINGLES /C SHINGLES SHINGLES EXISTINGml EXISTING TYP. IX8/IXl - - TY 1X8/IX NR. BRDS. NR.BRDS. TYP. IXB/IXl - _L Yt vp P~�S { LEFT ELEVATION GNR.BRDS. REAR ELEVATION 26-0 FRONT ELEVATION 20.-0.. n - - 4'-0" 16'O" 3.8" ___ _________________________ __________ ___________ ______---------------------_---------------------------------- NEW B ARING WGLL TW2442 tt TW2442 UNDER vALL'cY TW2856 3's, FWG60611-L\TW2856 . _ < __ _ _ .____.__ __________________ ___ w TEMP. TEMP. 3 O - - �DELNG LINE c0 O 4'O m O 60 BEDROOM _.. - O� oo ----- OLD ` .. - SITTING p w — G > w FAMILY Q v axN e 1 \ AREA NEW NO J m m ROOM - O 3 19'-9 s" `� T'-334 2 5 _ .� _ O O FAMILY Q -;� NEW a ROOM - L - DINING D SITTING q: = W 4 ❑ - __ _ p O NEW BATH -�N Volc^_ _EtLNGLNE 3 W � W N az — ----- O TW2442 TW2442 TW24310 W m i. EXISTING - O _ ApD 3-xl s TW2856^� � TW2856 EXISTING _ --------- --- --------- ----------- ------ =xi�n�G M TEMP. FWG60'oll L.� TEMP I EATING - J u uDR l �., s F— y�,•:. ._r;. PANTRY REA 4'-0" 3'-8" 8'-8" n/ -- I 24'_0" NEW SECOND 11 FLOOR PLAN EXISTING - KITCHEN - EXISTING 4 NEW - * � �. �NEW WALLS FIRST FLOOR PLAN EXISTING - DINING EXISTING WALLS BUILDER JOB ADDRE55 DESIGN DATE REVISION DRAWN BY1_1 PAGE 5GALE - KENDALL WELCH WYSOCKI RESIDENCE NEW FAMILY ROOM WITH ��✓�✓0�� 0 U o 06-0-1 s JB •�oF� -O" 'I D�sig'ns 45 SEAPEUIT ROAD EXTENSION OF EXISTING (pP-SHIE_ W -O-.DR«iuG�!= ES PI:R�-USER _ u�2LE=O.¢rO.-tPL�cNGc w�Tu ALL (x:Er<Gt SIZE AND RE�NFORCEncrvT OF_LL CONCRETc E7oTiN!ac (J�AL'-=00i iN_-3' E:�tEu7 =L^.w FR75TLiuE vE¢i%Y DEPTH. OSTERVILLE MA. BEDROOM ABOVE, o� =g- �� = D¢ ICT<LN, ,¢„ ¢=3PONSi6E --t6EDE-ER`NED L.D<Lso_—NOTDNs<ND<CCE°T—E t 1-1+-RaC-1—= ��Lo < - P.o.eoxves (SpBJ494-9534 Z OR OUD 1 S'RUr tlON. PR<DT-ES^- ONSTRIIDT Ou IER Fl DE3—W Tv LOS<L=u�+NEER LOC<L EUGiuER< D 1/£St 6dRN9!ABLE Md.O)669 TYP.2X6 PT SILL TYP.RIM TYP.2X4 PT SILL Om LATERAL J' } UPLIFT a x II-1/8" ENG. I JOIST— ANCHOR MANUF. � ti ti ANCHOR BOLT AND \ - 3"X3"XI/4"PLATE WASHER TYP.SPACING 2X6 PT PLATE SHEA - « 911 fll III Ili III 111 aN Illllll�llllt71�11111 1 911 III III III { 4 O.G. II lll!ll��Ikkl AAAAAA GIRDER BELOW N3/4ILID"T/G PLY. d•e GLUED. -.•d•e .°q•e A 1"MIN. - �d�e .ede•.°d•e de .°L" d•e 2X6 O ® e e •e a •a PT SILEALE °�• 1i° e ee e e JOIST 1f1r111 i n de Oe d•e•°d•• e e e e . / e e e e e.• ° A de FOUNDATION WALL e / 1 - ° e ° a r� .° __ __ __ __ __ __ __ _ _ _ _ _ ___ _ _ _ _ � FIRST FLOOR 2X4 E FRAMING PLAN .°dn .ede .•0• d•e de d•e 'a'e do da DAMP.PROOFING GSA °, } • •. d / °d,L•'' SILL SEALER _ •' FROM END e e e e � APPROVE. 4-1 �, OF PLATES °dro .°d•e .°d•e / CRAWL PACE - _ / '°. +"CCNC.W vLPCR BLRRIER. °d'°• TYP.RIM - _ 2X6 - 10"X22"CONC.FTG. °dn°. .°de•. - COMPACTED GRANULAR TYP. ANCHOR BOLT SPACING D FOOTING CRAWL SPACE FOOTING DETAILS 12" CONCRETE WALL d x II-1/8"ENG. I JOIST—� - t PER MANUF. _______________________ g" ti • - _ - ..._.._. .�____ _____ _ _______ _____________"_ .v ___..__..._____..____._____......_.______._ _ O D.Isr TYP.SHELF > """ - E HT.. m p TY 4"TH!C NEW o m o• .__. `�a .. SECOND FLOOR p GONG.SLAB CRAWL — - O W/FIBERMESH F�PACE D - s Q EXISTING FRAMING PLAN BASEMENT --• 1Mattalaau is<falaiaaaljuyaauullaaWallall�al�lt�alaall�ulltil 0 0 3T. , . L > � rs. _ _._.: 3-2x12's :.-_.._ N p o ___ _ _ _ _ _ _ _ __ O m IIIpIIr J O 'TYP. 30 X30 X1T Q - - _JI____ __ _____ _ __ ` W — :GONG. FTG.W/3-1/2"RD. li m m __ OO ________________________________ di ;GONG. FILLED COL Z Z •: 1'-3' 0 X DORMER x e S�F e =-------------------------------- WQ _ ___ __________ _ _ aS;<W < 1 '-----`--_lLirsid:33S8i3a's iH "e5� O Y s TYP SHELF '---- _ - O's III O.C. l — -- _-- _• a , k � 2x1 a s ' ---••--•- 31 o------' -•--' - 2XIz z4- ' RIDGE t. m a A u� o DORMER - i k TYP. SHELF O - a - EXISTING 4 NEW �2X109+fl I6"O.C.-- ---- ------- ----------------------- FOUNDATION PLAN NEW WALLS :------- _ - ----- N -- ---- --- - _ �aEARING WALL a------ ............................................... - EXISTING WALLS ___________ __ ROOF FRAMING PLAN BUILDER JOB ADDRESS DESIGN DATE REVISION DRAWN BY PAGE SCALE KENDALL a WELCH WYSOCKI RESIDENCE NEW FAMILY ROOM WITH ✓�!�oCJ�F�OU 11 o loro-ol-10 a JB 2 CFA— 1/4'=1-0" J� Designs 45 SEAPEUIT ROAD EXTENSION OF EXISTING W PURCHc9E of DQ<W1NG3 v PURCHCEQ—PON-13LE FOR CO9I,F C CE WIT4 ALL E __ E E_Vi OF< _ _ e e:OOTINGS SSTING3 SHALL=/END SELL F.—TUNE vEQiFY DEPiH. 1- a LeSAL smLDwG woes ANo OQDNANCE3,sF IGNs nL,NOT a=_Hao RE3PONSISLE —3T eE cer�-INEOF3��L CS L SOIL^Nom e•s Al.A—T—LE a �=_RIFr STRUCTURAL ELEn Ts FOR os.GN.sr_e P.o.sox]es ($pgJ�494-9534 OSTERV ILLE MA. BEDROOM ABOVE. of OR 31TE OONDITIONS OR FOR THE uSE THESE DQCWWGS-QINS CON3iQUCT1ON. PQ-STI�E3 G NirRu TIOn.I=— DE31GN WITH LODCL ENGINES¢. WITH LOCAL ENS,_ER.VD-ILDIVG OFFICIALS. F5J 9 Qn'?TL9LE.YJ.O]°°9 Fu AZL LENGTH=2�-Q" ----, --------------- I FULL HEIGHT SHEATHING=18'-6"I WALL LENGTH=16'-0 FULL HEIGHT SHEATHING= IIO' PLATE uPUFT STRAP ACTUAL SHEATHING=% !ACTUAL SHEATHING=f2�% I DOUBLE TOP PLATE I RATIO- - (Min,Required_2]_e) I I EDGE NA NG= 6"O.G- RATIO=J 25 FIELD NAILING=___j2f_O.G. ' EDGE NAILING=_f2LO.C. I L--_—'-----"--J 26' 'FIELD NAILING=Jy'_O.G. L-------------J 2'-11h" 5'-9" 2'-l'h" DOUBLE HEADER 14EA 6'E . HE 5-2 SHEA SHEAR SHEA HEADER UPLIFT STRAP HEA SHEAR HE SHE WALL WALL WALL ALL WALL WALL WALL FULL HEIGHT STUD UBLE JACK 5TUD WINDOW W SILL PLATE - -- HOLD DOWN EXISTING . . . . . . .. .. .... .. . . . ... . .... .. .... . . .. 9. L. L. E . . . . 9-1/2"LVL`s HEADER' '.��'.�,��,=;�-,�:-­ ��,':�,�,��, . . - .:..,. FT ad•e.ade .ode .ada .ads adn.ad•e �dn .ad•e .ad•� .P `°Oa 'd•e•40a ale.•"n. •4 44% °Q�t EXISTING TYP.ANCHOR BOLTS AND W 3"X3•'xl/4"PLATE WASHER.:e •-ade•ed•e•'dn•�d•a•ad•e d•e d•ad•a do .adm•e ,ada .adn.�Gea .•de .ade .ad�e .ada .ade .ad�e .�d•e 6'-3 h" 5'-3'h° l'-3%4° 6'-3�" SHEAR SHEAR. SHEAR SHEAR .ab.. d•e .'de•.ad.e•.ada,.ad•e ,ade•.a0•e•.a0•e•.ad• WALL 24'-0" WALL .WALL 26'O" WALL r--_— —_— —_—_, FWZl_LENGTH= 24-0'---_, WALL LENGTH=�" - FULL HEIGHT 5HEATHING= II-1 = I I SHEAR WA SHEAR WALL I FULL HEIGHT THING-IING- . ACTUAL SHEATHING= 4l e E R WALL i ACTUAL SHq,tired G=�Lo i { Min.Required `4 I FRONT ELEVATION REAR ELEVATION Min.R2 ulred��oJ RATIO= ILI RATIO= 1,25 I EDGE NAILING= 4"O.G. - I EDGE NAILINGmtLO.C. I STUDS AND HEADERS LFIELD_NAILING= 12"O.C. L ------ — J - F-— NAILING= 12„O.G. W-—ALL'LENGTH.----�-----J - ---1 AROUND THESE WALL r FULL HEIGHT SHEATHING=10'-0' OPENINGS ONLY ACTUAL SHEATHING= 58 o - - I (Min, Required -%I I •RATIO- 1.25 - - I EDGE.NAILING=___rLO.C. 'FIELD NAILING. 12'O.G. ' IS'O L_-----------_J 3'-0" 2,4" 2.4" 3.O" RIDGE VENT . 2XI2 RIDGE Iz 2X 10 RAFTERS s 16"O.G. iz Iz I/2"PLY- SHEATHING Q IS-ASPHALT PAPER <�l SPHALT SHINGLES - _- - �2X O's G.J.@ I✓m O.G. R38 IN5UL �J IX3 STRAPPING 3 ASPHALT ROOFING ASPHALT ROOFING I/2"WALLBOARD - 15•ASPHALT PAPER 15•ASPHALT PAPER EXISTING I% SHEATHING - -_______ _ SHEATHING _ I/2" 1/2"SHE - BEROOM•4 2XIO RAFTERS a I6"Q.G. 1/2"PLY.SHEATHING TYP.H2,5A TIES TYP-H2.5A TIES 3/4" T/G PLY. 15•ASPHALT PAPER DRIP EDGE DRIP EDGE NAILED t GLUED. ASPHALT SHI NGLE5 ff 5"GUTTER 5"GUTTER - OWN ENG. I JOIST PER MANUF. ® . -7 IX3 STRAPPING - - I/2"WALLBOARD v IX8 FACIA IX8 FACIA 1/2"WALLBOARD IX SOFFIT IX, SOFFIT 9 p NEW m FAMILY 2x6's 9 16"O C 2-1/4"VENT 2-I/4" VENT RIS INSULATION 1-3/4"BED MLDG. 1-3/4"BED MLDG- ROOM 1/2"PLY. SHEATHING 1 NOTCH FRIEZE NOTCH FRIEZE TYvEK WRAP OR EQUAL TO RECEIVE SIDING: TO RECEIVE SIDING, EXI5TING I—LEVEL SIDING _ ................ NAILED e41EI ENG. I J015T PER MANUF. __ --- - - SHEAR -' SHEAR �- SHEAR 3-2Xi2's GIRDER R1J I - O 3-1/2"CONG.FILLED WALL WALL WALLLLY COLUMN. 4"CONC FULL HEIGHT = 40 �- - / ING= I2O"j SHEAR WALL ACTUAL 5HEATHING=moo EAV EAV (Min.Required 13 a) a2 EAVE DETAILS "3 EAVE DETAILS RATIO= 1.25 LEFT ELEVATION CROSS SECTION DETAILS EDGE NAILING= 4 O,C. i FIELD NAILING= 12"0-C. L-—-—-—-—-—-—-- BUILDER JOB ADDRESS DESIGN /f//�///f�///J�f f/_ // DDTE REVISION DRAWN BY PAGE SCALE J� Designs KENDALL d WELCH WY50CKI RESIDENCE NEW FAMILY ROOM WITH alw✓oc9�f O ME016�NS,CO U 06-0 i-10 a JB •—oFA_ 45 SEAPEUIT ROAD EXTENSION OF EXISTING W T�:PURCN_SEDEDRGe',NGSLE_,ESPORG-SERR=SPDNESLE=oRconPunNCE41TIALL - I AL SUI-ING COD=5 AN _- _ _ _ _ i?'E'�T 5 AND REINFORCEMENT OF ALL OO TIC15 E=00nNG5 ( _L GOO-1 R LL-_i-N'v 510':1 51—1NE=iERI-:' D„RD N=uCc Gs E -D Rc5�CN515LE nuST BE DELERn NED 9Y LOOLL 90 L COND i CNS.NO YWP'�5_E P.O.BOX es (508J 494-9534 OSTERV ILLE MA. BEDROOM ABOVE, o� Fo s-E S0 io R R iuE u5E D R uNGs uRN,C Ru_TaN PR:DT = S—T—TCN , 11 D 1N W IT.-CCn_ENG.=ER _,� AWC GUIDE TO WOOD CONSTRUCTION IN NIGH WIND AREAS MPH WIN ZONE MASSACHUSETTS CHECKLIST FOR COMPLIANCE 1180 D CMR 5301.2.LIj 10CHECK I.I SCOPE COMPLIANCEU/l/l UIIJ/ ZONE COMPLIANCE WIND SPEED(3-SEC.GUST)___________________________________________________________________________-110 MPH _ WIND EXPOSURE CATEGORY------------------_----------------------------_--------------------------------5 1.2 APPLICABILITY NUMBER OF STORIES(A ROOF WHICH EXCEEDS 8 IN 12 SLOPE SHALL BE CONSIDERED A STORY) STORIES(2 STORIES IL \\ \ NUMBER OF NUMBER of JOINT DESCRIPTION connoN N41L SPACING ROOF PITCH---------------------_------------------- (FIG 2) ------------------------------------- 12/12 <1212 1/ NAILS BOX NAILS MEAN ROOF HEIGHT---------------------------------- (FIG 2) .____________________________________�Q FT<33' 1/ ROOF FRAMING BUILDING WIDTH,W----------------------------------- (FIG 3).____________________________________12 FT<50' 1/ TTP.FIELD NAIL SPACING BUILDING LENGTH,L.___ (FIG 3/.__________ _FT C 80'_lam _ \\ Bd COMMON a 6°OC. BLOCKING TO RAFTERS(TOE-NAILED) 2-8d 2-IOd EACH END_____________________________ ________________________-_ ,. BUILDING ASPECT RATIO(L/W)________________________ (FIG 4)-_________ _____ ___ 1.25 <3:1� , i i RIM BOARD TO RAFTER(END-NAILED) 2-Ibd 3-Ibtl EACH END NOMINAL HEIGHT OF TALLEST OPENING)________________ !FIG 41.____________________________---_--_- �-11<6 8" 1/_ TYP.1/16"WOOD :i °.•-••„- WALL FRAMING STRUCTURAL PANELS _ 1.3 FRAMING CONNECTIONS -=;,, ',%'•> TOP PLATE AT INTERSECTIONS(FACE-N41LED) 4-16tl 5-16d 4T JOINTS GENERAL COMPLIANCE WITH FRAMING CONNECTIONS._.. (TABLE 2)_________________________________________ �L i .,• STUD TO STUD(FACE-NAILED) 2- 2-1- 24"O.C. HEADER TO HEADER(FACE-NAILED) 16d Ibd I6°O.C.ALONG EOGE5 (. 2.1 FOUNDATION _ \\ FLOOR FRAMING FOUNDATION WALLS MEETING REOUIREMENTS OF 180 CMR 5404-1 .+ •'+ GONCRETE._____________________________________________________________________________________________ �L .JOIST TO SWL.TOP PLATE OR GIRDER(TOE-NAILED) 4-Bd 4-IOd PER JOIST CONCRETE MASONRY.____-____-_ _____ TTP.EDGE N41L SPACING i i••r•°+ + BLOCKING TO JOIST ROE-NdILED) 2-ed 2-16. EACH END ___________________________ �_ a-16d EACH BLOCK ^ ------------------------------------ • - BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-Ibd (8d COMMON®6"O:C..1 - LEDGER STRIP TO BEAM OR GIRDER(FACE-NAILED) 3-Ibd 4-Ibd EACH JOIST r1 2.2 ANCHORAGE TO FOUNDATION)' �� �� \ ,• •, J015T ON LEDGER TO BEAM(TOE-NAILED) 3-Bd 3-10. PER JOIST 5/8"ANCHOR BOLTS IMBEDDED OR 5/8"PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ONLY .•••> BAND JOIST TO JOIST(END-NAILED)1 3-Ibd 4-Ibd PER JOIST BOLT SPACINGGENERAL RAFTER CONNECTIONS •'••va .JOIN___________ ________(TABLE 4).__________________________________ _..$_IN._�� BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d 3-tbtl PER JOIST' _ ��_- ,�`,TYP.H2.5 TIES 2' - BOLT SPACING FROM END/JOINT OF PLATE._______.(FIG,5)._________________________________6 I2'�IN.(6"-12'•_1� NON- BOLT EMBEDMENT-CONCRETE--------------------- r L04D51 ING ROOF SHEATHING ____.(FIG 5)____________________________________�IN. l'�L BOLT EMBEDMENT-MASONRY----------------------(FIG 5) ___________________IN.>15• N/A STUD HEIGHT - __________________ > i WOOD STRUCTURAL PANELS -- PLATE WASHER-----------------------------------(FIG 5)-------------------------------------- >3"XVXI/4' I/ UPLIFT •.••,.-••• GABLES OR T L a5E5 SORCREA U TO 16 O.C. a 10. 6 MAX.WALL LOADBE4RING � RAFTERS OR TRUSSES SPACED UP TO I6'O.C. Bd IOtl b"EDGE/6"FIELD STUD HEIGHT 4"EDGE/4°FIELD 3°I FLOORS HEGHT 20' '•.-•• - •EDGE/6"FIELD FLOOR FRAMING MEMBER SPANS CHECKED------------(PER 180 CMR 55. ---------------------------------- _�L a•'• :•i•• •+ WITH NO GABLE OVERHANG �` - 0 MAXIMUM FLOOR OPENING DIMENSION_________________(FIG 6)-------------------------------------- Fi(12• [� MAX.WALL LL,,. ,• '„-• ,•. GABLE ENDWA RAKE OR RAKE TRUSS 9d IOd b"EDGE/'"FIELD FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LE55 2'FROM EXTERIOR WALL(FIG 6)_______________:_---------------------------- N/e ,•• HEIGHT 10' W/STRUCTURAL OUTLOOKERS MAXIMUM FLOOR JOIST SETBACKS GABLE DWALL RAKE OR RAKE TRUSS Bd IOd 4"EDGE)4"FIELD SUPPORTING L040BEARING WALLS OR SHEARWALL.(FIG l)._____________----------------------- 12" FT<d�L -• . W/LOOKOUT BLOCKS MAXIMUM CANTILEVERED FLOOR JOIST •>_ a- -•'+ CEILING SHEATHING SUPPORTING LOADBEARING WALLS OR SHEARWALL.(FIG 8)______ ' •• '• '• - /_______ __ ___________ _______.-FT<d N/A E FIELD •i GYPSUM WALLBOARD' _ - 5d COOLERS 1'EDGE 10" FLOOR BRACING AT ENDWALLS_______________________(FIG 9)._ ____ _______________________________________. �L - FLOOR SHEATHING TYPE------------------------------(PER 180 CMR 55.00).--------------------------------- -1L .•'••.•`•-.'•••`•••••• WALL SHEATHING FLOOR SHEATHING THICKNESS _ _____________________(PER 150 CMR 55.00).____.__ __ _.-4/4 IN.�� -- ___.(TABLE 2J 8 d NAILS AT 6 IN EDGE/._12 IN FIELD�_ •> ••>FLOOR SHEATHING F45TENING.____-__ .. .•.,.",. WOOD STRUCTURAL PANELS - - STUDS SPACED UP TO 24'O.C. Bd IOd b"EDGE/12"FIELD T _ - I/2"AND 25/32"FIBERBOARD PANELS 8d - 3°EDGE/6"FIELD 4-I WALLS I/2"GYPSUM WALLBOARD 5d COOLE1.5 - V EDGE/10"FIELD WALL HEIGHT ----_-- - '• •• •.a UqA WA STUD DBEARI.____ r __.:___ /224"o.C._ .• FLOOR SHEATHING NON-D BADS=ARINGLWGLLS.______________.___ (-IG 10 AND TABL._.5J -- � 6-I „FTC 10 .. .. ,.• PACINC E >_________________________ (FIG 10 AND TABLE 5) __ __ �.fZ-ILZ� _ __ _______ _�� LATERAL •.• .+ •., ______ _____________ r _ __ ____._____________-��FT(d I ••;. WOODATERNOTHAN PANELS IOd IOd b'EDGE/6 FIELD ' GREATER__-)FIG 10 AND TABLE 5/ 16 /•� WALL STORY OFFSETS.___________________ _ !-IG T<81.______ .: - I'OR LE55 GENERAL NAILING SG SCHED0. ULE /12' �ELD 4.2 EXTERIOR WALLS' - - - - - T WALL STUDS - - _ TYP.HORIZONTAL DOUBLE LOADBEARING WALL5-----------------------------RABLE 5) _____-_.2X_6 -3FTo_IL2N�_ SHEAR ••• •> NAIL EDGE(COMM N-NAIL •- •• BITTERN 9d COMMON o 3"O.G. N0N-LOdDBE41RNG WALLS-------------------------(TABLE 5)----------------------------2X S2---2_FTC?JL2N IL GABLE END WALL BRACING) FULL HEIGHT ENDWALL STUDS______________________(FIG 10)---------------------------------------------- ,'•�. TYP.T/I&"WOOD STRUCTURAL - WSP ATTIC FLOOR LENGTH-------------------------(FIG 11)________________________ N_______-_FT>W/3 '� - - VERTICAL PANEL SHE A THING - IT. GYPSUM CEILING LENGTH(IF WSP NOT USED)---------(FIG 11)-----------------------------------_FT)0.9W N/A •° AND 2X4 CONTINUOUS LATERAL BRACE s 6 FT.O.G.(FIG 11)_ ______ _ _ _ _______________________ N/A • OR IX3 CEILING>URRING STRIPS a Io"SPACING MIN.WITH 2X4 BLOCKING e 4=T.5�4GING IN ENQ ___. �� TYP.VERTICAL EDGE NAIL _ JOIST OR TRUSS BAYS---------------------------------------------------------------------------------- IL ,i••• +•••a• SPACING(Bd COMMON _ - DOUBLE TOP PLAT E DOUBLE TOP PLATE SPLICE LENGTH.__________________________ >_____.(FIG r _13 AND TABLE 6) _ _ __. FT_I/ a _-•�. •..•. TYP.FIELD NAIL SPACING - �_ SPLICE CONNECTION(NO.OF Ibd COMMON N41L') (TABLE a)--------------------------------------- �L _ TI NONDLATE IL(NO. F I&D COMMON MON IN -----------/TABLE I)._______________________________________ 1L _.•.. COMMOND.C. - DOUBLE HEADER III •' > Bd COM • O C. i LATERAL,NO.OF Ibd COMMON NAILS).-----------(TABLE a)--------------------------------------- _� .• LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 3J HEADER SPANS--------------------------------(TABLE 9)----------------------------- 12 FT 6 IN.C II'�_ I SILL PLATE SPANS-------------------------------RABLE S)-----------------------------_1FT 0 IN.<11' FULL HEIGHT STUDS(NO.OF STUDS)---------------(TABLE 9 HEIGHT )._____-_______________________________-_4 �_ - FULL NOW SEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE ) ><•° TUD HEADER SPANS---------------------------------(TABLE 9)----------------------------- 4 FT&N.<12' 1/_ �••<:> ••�• �• - SILL PLATE SPANS------------------------------ 4 FL IN.<I2'/_ 'e • . , p'e•.°p-e•_ OUBLE J4CG>TUD ______________________(TABLE 9).___________________________. a•° 'a a 6' •�,e •' . RcOU1REM=TUTS 4T EACH END OF HEADER . FULL HEIGHT STUDS NO.OF Si11D51--------------- ° a - - -____.(TABLE 8i______________________________ _______�' �L • .y MI IM M EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR 51"IULTANEO'IJSLT4 °p,e •p-e �,4p.°�ep-•• N U, NUMBER OF WINDOW SILL PLATE a . HEADER SPAN HEADER UPLIFT LATERAL MINIMUM BUILDING DIMENSION,/W) - ° e ', < ° FULL-HEIGHT LATE RA .° > <Y•. e, (FT.1 SIZE STUDS NOMI.NGL HEIGHT OF TALLEST OPENING2 -------------------------------------------------1 C 6'8' I/ a 9: O.C.MAX. -° ° 2;•O.C.n4x.,�• - SHEGTHING TYPE.____________________ _ ____(NOTE 4)-___________________________.___________-- �_ �e _ . O'e EDGE NAIL 5P4GING-----------------------------(TABLE IO OR NOTE 41F LESS)------------------- STUD SPACING 1 ep STUD 5P4GING 2 2-2X4 1 2ll 132 __ _ _ ___ __ _____-__ FIELD NLIL 5P4GING.____________________________(TABLE 10) ___________________.___-_____-_______IN.�L }SEE PAGE 3 OF 4 °.• °,•-° a• a,•tr e, a i, °, 3' 2-2X4 2 416 198 SHEAR CONNEC TION(NO.OF 1'Od COMMON NAILS,' (TGBLE 10)_____________________________________ �_ / 'e .°O'e 0'A• •. a -^-)•°°-°p'e•_4p-e•-°p•• . PERCENT FULL-HEIGHT SHEATHING----------------- °___-rr4gLE 10)___________________________________-x �L 4• 2 2X4 2 554 264 e. S4.ADDITIONAL SHEATHING FOR WALL WITH OPENING)6'8"(DE=SIGN CONCEPTS)_____________________ •!° s•a a•�< a•!a 5' 2-2X4 _ 3 693 330 e MAXIMUM BUILDING DIMENSION,(L) °•'^ . e - C'e - e p'e '• 6' 2-2X6 3• 831 39'0 __-------------------__----------_-----------------_--------- NOMINAL HEIGHT OF TALLEST OPENING 2 ___________________________________________________�).<6'e"�L - .:{. SHE GTHING TYPE_______________________________(NOT-4) __ _1L - l .2-2XS 3 910 462 •. a EDGE NAIL 5PACNG___----------------------.__.RABLE II OR NOTE 4 IF LESS;--------------------- IN.�L 8' 2-2XI2 3 1,108 52B °O•e °d'e .•db .°pe .°p� °p•4 .ep•e .ode -°pe .°O(, . $EE PAGE MAXIMUM WALL STUD HEIGHT STUD SPACING •c ,4 •,FIELD NAIL SPACING_________________ _.(TABLE III.___________________-______-____________IN._1� • • • • - I'1 SHEAR CONNECTION(NO.OF Ibd COMMON NAILS) (TABLE 11J---------------------------------------_ �L 3 OF 4 9 3-2X10 3 1,3a 594 °c� e• °• ,°, a,•.<, <^s• ,e• ° �a'�-Y e e RAFTER CONNECTION AND WALL SHEATHING N. PERCENT FULL-HEIGHT SHEATHING (TABLE IIi ___________________________'). �L 10 3-2XI2 4 1,385 660 ° - p° p° �O '°p°•'°[)TYP AAN(' OR•BOL Ap°• p•e SY.ADDITIONAL SHEATHING FOR WALL WITH OPENING)6'5"(DESIGN CONCEPTS)------------------------ N/A a• e •e a a CH BOLTS AND •a WALL CLADDING _ I1 4-2X10 4 1,524 126 . 3"X3';XI/4"PLATE WASHER.• , e pe pn_°p'e .°pn .°pe pe Onp•e - 0-e .°Oe -°p RATED FOR WIND SPEED?._________-____________________________________________________________________. 5.1 ROOFS TABLE 9, WALL OPENINGS - HEAIDERS <• ;; a; e: a; a; ; ;; a; ROOF FRAMING MEMBER SPANS CHEr_<ED?(FOR RAFTERS:SSE GWG SPAN TOOL,SEE 1B�R5<SMALLER OF 2' �L IN LOADBEARING WALLS ae•Ape•°0°•°p°•°pe•°Ae•°pe•°p°•40e•°p°•°pe• , ROOF OVERHANG___________________________________(FIGURE IS)--------------- OR L13 V I TRU55 OR RAFTER CONNECTIONS 47 LC4DBE4RING WALLS NOTES: - .ep'e .°0'e .40'e .°p'e .4p'e -°p'e ,°p'e .4p'e .°p'e .°d'• PROP R IET4RY CONNECTORS LL IFIC EXCEPTION NOTED IN 2,TO COMPLY WITH THE BE MET IN ITS ENTIRETY.E XCW DING THE SP=C ')FLIP i._____.__._ • e '. a '. a '. a '. ° • e '• _____________________________(TABLE 12)._______________-___.____-______._-_.U"236PLF_I/ 1 HIS SHE<LIST SHA RECUIREMENT5 OF 180 CMR 5101.2.1.1 ITEM I.IF THE CHECKLIST 15 MET IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS LATERAL_____________________________________ ________ _.L-12--U'LF I/ AND HOLD DOWNS ARE NOT REQUIRED PER THE WFCM IiO MPH GUIDE: i - SHEAR---------------------------------------(TABLE 12)._____________ ----------------------5.-i1pLF_I/ A:STEEL STRIPS PER FIGURE 5 - RIDGE STRAP CONNECTIONS,IF COLLAR TIES NOT USED PER'TABLE I31--------------------------------T-_� B 20 LF N/A GAG'c 5TR, AP5 PER FIGURE 11 GABLE RAKE OUTLCCKER.__________________________.(FIGURE 20)--------------_Q FT(SMALLER OF OR L/2�_ C:UPLIFT STRIPS PER FIGURE 14 TRUSS OR RAFTER CONNECTIONS AT NON-LOIDBEARING WILLS D:ALL 5TR4P5 PER FIGURE Il PROPRIETAR:'CONNECTORS E:CORNER STUD HOLD DOWNS PER FIGURE 18-AND FIGURE IB'o LATERAL(NO./'r I'tl COMMON NLIL':._______..(TABLE IG)_______________________________ 'J•41"1 LB. �� 2. EXCEPTION:OPENING H=IGHT OF UP TO B FT.SHILL B=PERMITTED WHEN 51.15 ADDED TO TH=PERCENT FULL-HEIGHT SHEATHING ______ --- (TABLE 14).__________._________________________ _ _ _ �> HEADERS O- 0 > L=Il6 Lg.�L ,aCU[REMENTS SHOWN IN TABLES 10 AND II. - STUDS AND HEADERS - ROOF 5HEITHING TYPE.-._._____________________ (PER i80 GMR 58.00 AND 59.CO1.__.______.___-__.___. -1L > _ >-> GRADE 3 THE BOTTOM'ILL PL?NE IN EXTERIOR WELL''HELL BE A MINIMUM 2"IN.NOMINA!THICKNESS PRESSURE iREI iED•2- ' ROOF SHEATHING TH;SKNE55_____________________________________________________________ 117 IN.)l/16"W5P �L 4 I.FROM TABLE 10 AND II AND LOCATION Or WALL SHEATHING AND BU'ILDW ASPECT RATIO,DETERMINE PERCENT FULL-HEIGHT 11 ROOF SHEATHING FASTENING................_-------_. (TABLE 2).------------------ _._..__ _.______._-._. �L 5HEITHING AND NLIL SPACING RECUIREMENTS. 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STUD W4LS AP_E, O U :2 cj LdNSfRLGTION JS IfJ o \\ � Epl, •� r�l cn Z w STEPHEN G. : v' W La EfiNATZ �. No.6567 X 11 1510 Z 1 FEL�aVTE(i EY hI.IDlNG'G,LA55 ,. . ------ DopR O'HIT =;i?KoJll?�;:2KG Jy,oLKIFIG _ Ta KEDUGE'Ev -- - .VJO�n INTEiva k ! 9.4,RE,q'p "'�, W�aG WiNDs�f Si -'NEvJ .vJ1NpaW �� • _ I is / - r c Tc HA'rcN E>c15TINd� I A3 � ff-1 MIE I_Llll I - Ell I -FXK t_i i In p. Pi-i — _ z 5/q..W•TRIH ens, I. oUT�ly — -- --1 —.Lc61s 2ur;Tlar.l I I�. C'I'' .... .. .:. —f•IFUI WliwoW [Ell - - -- ;FIE .. 1 p - - 1f hill iI .,- - --- - - - ' — — - -- __I - yew emut�'011e. To HA aNIjG NFA4-1AJ w/1suc - - p ri'ETA II.- ..0f %U.i.l�'..DO.I'�.._�IH�LGJ v14)rfe .EYIh, A( ..EXI�i IrIL.. La�tc..7REAv57o r1ATeN.EX, •® OP falaAL_GEIj IiJG �IIJIq . �� STEPHEId G. EGNATZ nrrr 6d0 E567 y '�GLd oatGkJ ,FIAT LEI . �� REMoJ�f E.9 INSTALL NfW"FINI H GA1N.aelt,`fc GFILn�h GaNSTI�ucTloll"'� .. �� � UNoe-6191 GF EX,.KOcF605 JOWL. ' BRP:Ft-�s A; Re,4'.D, � �-�EX15TIh�(o FAs�IA � 2ErC1E EX sf...1°I�IsN GCIL: NEW fkI6zE B� rD. �..IIaSi�LL �a:FlgFe�L, BkTr -__ NE;^I IrJsu6A'Eo WIN��vds / ''I I�` INStJt,7�TION Pr!o NEW,:'/Z" , W/ EX7EN�ICIJ.aAi-t[3s ( w °�°, I 1?EHDVE EXIST, T(pICA� FLU4k" Lo.NS UGTIOI1 I Q) Q U i QoF-G$ WAU. FINIsN' - .. ANv IN5TA4L NtO HAlWhI00t7 1=iNKN FI^cp�C Te.,HA'fGll' 2-. / ! I YPSNn WR�tBrA�p. EXSTIIJd {gIISN FLa�� NEVI hI�IrlGl.r 6/.PIANTE . FiIJwH S/¢ ( wOGD �iJ�Pf o0fclJ/� IpING TO MAJMI HIL L{(aNELYItEUilt R (?A.P.IfP ' (EuisT11JG (T4fIckL� _ _ i- ZX�}..� uGl Jo 5f4 AT:Ie oc ! NFW y10.TRIM Ta n i .,Hfa1'oN EYtSTltd6 T21H l II-{-fi-�--{III r� ---� - }� P I AT ArA TILL.PiLel t s.,.:.. - R G� a :AIAR-T ♦ i h' iI i61 V JsFr�O p°.. 5. K.f N� 4 �Y _ . rD Au •:i II �qp✓.uaS hfla`I .. I 'O o W W ! '0� - PI,YwU Wbl Fh?NIN6 I77 O,. 1' V:EK C�Eki�it F�NlSu ____.—. .-: -' h.%z" r IP EkG.i, ISP�T — - - '•—— --I J --- h � I - i y Vyn.6 NV ..Al l2 - -- _ —_- "J. s � •� N I � xl6t ME GoNL:f"-P�. NEW emu AN o NEW'+,tiVTNG T0:., NF-W'LHu /tdu . I WA" "GvNa 5T�P5 .�1ATGN'.EXIyTfhl/o _. .: �AGF2EdATE fly15d GaFIG. � W L !, i E M Ta h'Afcf� �Y-Isf, hµiN61.E..51>+NG 9CRIF 7rdOAY .1-o( L SIDS . ELV; T I DN !/ ►1... . ..� GTIDr, 1. DE !L .of fur IP�or1 I ZONE N ICEVALLEYRD u, 0 DESIGN DATA G.P. x -NOI: ��o °�2� Q° r j� SINGLE FAMILY- 4--BEDROOMS . , UIT -LOT..COVERAGE: D RD.RO" EPUITNO GARBAGE GRINDER . in o DAILY FLOW = 110 X 4 = 440 G.P.D. ( PUBLIC WAY 33' WIDE OF MORE THAN FIFTY PERCENT (50%) OF THE TOTAL UPLAND AREA NORTH OF ANY LOT SHALL BE MADE IMPERVIOUS BY THE INSTALLATION OF BAY 9� SEPTIC TANK = 440 X 200% = 880 G.P.D. ti USE 1500 GAL. SEPTIC TANK � x 38,� BUILDINGS, STRUCTURES AND PAVED SURFACES. ST. MAR S s' C.B. FND. C.B. FND. SITE CLEARING: ISLAND BAD SS. 60.83 S87 24'09"E x BLUE HERON -DR. - -75 W A MINIMUM OF THIRTY PERCENT (30%) OF THE TOTAL UPLAND AREA 13COF ANY LOT SHALL BE RETAINED IN ITS NAT RTH URAL STATE, WITH NO At.''HING ��3IGN 1 I ONLY LIMITED SELECTIVE CUTTING OF TREES AND CLEARING OF eAY ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED I I UNDERSTORY SHRUBS AND GROUNDCOVER ALLOWED. WITH CAPPED ENDS LOCUS -MAP USE 2 - 4" DISTRIBUTION LINES IN A I < SCALE 1 25,000 12'X 50' WASHED STONE FIELD FLOOD PLANE LINE 1S BASED ON AS SHOWN I FLOOD INSURANCE RATE MAP ASSESSORS SYSTEM IS WITHIN 250 OF A RESOURCE AREA > COMMUNITY-PANEL NUMBER 250001 0016 D MAP 118 PARCEL 124 THEREFORE THE APPLICATION RATE EQUALS I a I REVISED: JULY 2,1992. 440 G.P.D./.74 = 595 S.F. OF BOTTOM AREA REQUIRED GRAPHIC SCALE 37.7 ELEVATIONS ARE BASED ON N.G.V.D. p 20 40 NO ALLOWANCE FOR SIDEWALL AREA BUILDING RESTRICTION LINE - - USE 12'X 50'= 600 S.F. AREA PROVIDED CLASS 1 SOIL PERCOLATION RATE 1" IN 2 MIN, OR LESS LOT 6 I I ZONES L.C.C. 15055H ( � AP I RESIDENCE C JAMES H. CROCKER, JR. 3 TRUSTEE OF THE I in I MINIMUMS CROCKER PENSION REALTY TRUST AREA = 43,560 S.F. I L I 'rs FRONTAGE = 20' I I WIDTH 100' a) o FRONT SETBACK = 20' I I SIDE SETBACKS = 10' REAR SETBACK = 10' x 36. LOT T BUILDING HEIGHT = 30' g \ L.C.C. 15055H o \ C, �n �s`�>> �- JAMES H. CROCKER, JR. b MINIMUMS TRUSTEE OF THE I'�.. s��`99 I d CKER PFNSIO!` REALTY TRUST AREA = 43,560 S.F. s FRONTAGE = 20 J ' 1 WIDTH = 125 { ti FRONT SETBACK = 30' ! � SIDE SETBACKS = 15' REAR SETBACK = 15' I nll o BUILDING HEIGHT = 30' x �35. x 36.5 I I ' � • x 35. � p � I o 00 moo ' ,., I x 3 .2 3 x 34.5 i LOT 13 x 32.0 _ BONE -RF1 _ � ZONE RC x �''►.a �.B. °445 w ? S. � �s tl � t� L.C. LOT LINE W x "1�-1 Cr-a- 3z' o x. 26.2 6 x 31. 46,895. sq. t O VENT ._` `*- / � 4. s, t2� ` S)U• D, BOX ' ��rn0 PRO E� SEPTIC SY O� 31.3 x EXPANSION AREA 29 8 ,` ,� - - TP #2 GARAGE co ,, r t►� s CJI x �'$ 4s r � 00 4 x 25. LOT 12 2 :7- c��P� 27.8 I x f ° , '�- /, 59,423. sq.ft. O 24.$ _= t 1.36 acres � 14; ., cw x 24.8 \ Q` ``''```._. _ '' A f /x 17.8 F cn i e ; dL 71 VENT -�: i c8 PROPOSED SEPTIC SYSTEM m x 24.3 WETLAND co v v v v v v v v v v v v v v v v v v v v v v v v v C.B. FND. OFF `, x ,21.5 ` - i 1$.$ r` x C x 21.2,,' ° , 15.6 � n vvvvvvvvvvv7vvvvvvvvvvvvv 23.0 -� /.. , � o �- vvvvvvvvvvvvvvvvvvvvvvvvv � _ -----_----- --�---__ ��� a �� � LOT 13 v V v v V v Y _ *'f 1 . AIL v vvvvvvvvvvvvvvvvvvvvvvv 3/4 TO 1 1/2 LOT l3 _ _ r_ _ _� -� �. F Q ell Z�l AL ,,%' M WASHED STONE _ \� ° '-� � ��/ N TOPPED WITH 3" OF PEASTONE 9.5 '� r000, d F ` x f -^ EXPANSION AREA �r �1 �� x t8. ° �Q- �'' x 17. i' I / ' • \ s ^V- PLAN OF LEACH FIELD SCALE; 1 = 10 12.2 - x �� 1 ' %��, x 7.7 15.1 tt jam• s� f !�✓�i - 1 fit}, (F�' ��f ,�(� ro NOTES: --_ (1) REMOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTEM, BACKFILL r 2 �t .LL WITH CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS FOLLOWS: NOT x MORE THAN 15% RETAINED ON No. 4 SIEVE, NOT MORE THAN 90% RETAINED . r x �! ON No. 50 SIEVE, OF FRACTION PASSING No. 4, 10% OR LESS TO PASS No. 12:6 '1 / /x�•2 100 SIEVE AND 5% OR LESS TO PASS No. 200 SIEVE, SOIL TO BE APPROVED s'' •`' N e / / BY ENGINEER FOR COMPLIANCE PRIOR TO PLACING ON SITE. ,I� (2) LOCATION OF UTILITIES NOT SHOWN ON THIS PLAN, AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS PROJECT CONTRACTOR SHALL MAKE �, r 4 / THE REQUIRED NOTIFICATION TO DIG SAFE (1-800-322-4844) AND APPROPRIATE ` AL �+ � � / /x 12.5 WATER DISTRICT TO DETERMINE UTILITY LOCATIONS. 0, 4 •�5 22 / LOT .13 WETLAND (A -I / NC N I N6 JAMES H. CROCKER, JR. x 10.8 TRUSTEE OF THE 10 FOR ALL ASPECTS OF THE SEPTIC SYSTEM THE CONTRACTOR = 0. �, x / / a CROCKER PENSION REALTY TRUST SHALL COMPLY WITH ALL GOVERNING CODES AND REGULATIONS. IN PARTICULAR 310CMR 15.000 THE STATE ENVIRONMENTAL CODE TITLE 5, THE TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS PART VIII: ON-SITE SEWAGE DISPOSAL REGULATIONS AND THE BOARD OF HEALTH / / PLAN OF LOT 12 RECOMMENDATIONS FOR ACCEPTED PRACTICE. SCALE; 1' = 20' x 6.2 i SITE PLAN OF LOT 12 ALL COMPONENTS LOCATED IN POTENTIAL TEST HOLE L.CoC° 15055H COVERS LOCATED TO WITHIN VEHICLE TRAFFIC AREAS OR BURIED 4 FEET WELLER 86205SOC. IN 12" OF F.G. OR GREATER SHALL BE H-20 LOAD CAPACITY. (OSTERVILLE) ELEV.= 27.0 PIT #, 0.0' BARNSTABLE LASS . TOP Cf F,G•- 26 f VENT TEST HOLE ELEV. 3 FOUNDATION ` �� � \ ,� D63 (H20) OR EQUAL P-8721 _ 02" rzl F_G. -26 t FOR INV. = 24.6 F.G.= 26f WELLER & ASSOC. LOAMY SAND - E INV = 1500 GAL. 4" DIAMETER T ,�„�,2 �r «�E� - -10 ASSURANCE CONSTRUCTION CO. 24.4 INV. = 24.2 DIST s� 40 P PIT ##1 SANDY LOAM - 6 SCALE: 1"= 20' DATE: NOV. 12,1996 SEPTIC TANK INV. =24.0 BO V.c. PIPE` TOP ELEV. 24.6 ELEV. 10.7 -32 - 0 REV. DEC. 11 ,1996 (ADD WORK LIMIT) �- = F r 6" CRUSHED_) INV. =23.8 _ " 1 .00' STONE BASE INV. = 23.6 v v v v v v v v v v v v v v v v v v LOAMY: SAND - A SAND REV.- C REV. JULY 1,1998 (RESITE HOUSE) MIN. vvvvvvvvvvvvvvvvv -16" BASEMENT FL. EL. 19.5 v v v v v ,7 v v v v v v v v v v v v _ -48" PERK TEST REV. JULY 13,1998 (RESITE HOUSE REV. SEPTIC) BOTTOM ELEV.22.6 SANDY LOAM - B ' -30" - BAXTER & NYE INC. MEDIUM - C REGISTERED LAND SURVEYORS COARSE - C _m= SAND CIVIL ENGINEERS /�A�� off F jq\ SAND 1 OSTERVILLE, MASS, l�o�'� STEPHEN SgctiG to _ S� �2 ALLYN m1" ILSON -48" PERK TEST -126" EL. 19.5 V.3021 MEDIUM - C � ` No.so2ts SAND NO OBSERVED WATER A. R N T Ago T- EL. 5.9 OBSERVED WATER - EL. 5.9 -58" OBSERVED WATER P FS j ��is�98 PROFILE 4 1 FA 4v • I 961 3 2 NO SCALE i -'IS-CM i