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0212 SIXTH AVENUE (HYANNIS) - Health
212 Sixth Avenue . ,. Hyannis. FIR A.= 245.. 105 a o o u o o TOWN OF BARNSTABLE V �L LOCATION 4 T 1"Av� SEWAGE #If VILLAGE 41-lumli ,Oo ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. �i �,/� �i,►y��/cco�/ 5�� s'�`1G SEPTIC TANK CAPACITY 13-00 Ca L t /Bed C.c t- A—te ZZW-4, LEACHING FACILITY: (type).Lh,Ld2:51CL (size),ff�X& (X i •, NO. OF BEDROO y BUILDER O WNER PERMTTDATE: COMPLIANCE DATE: 1/ 2 o 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 ✓_ within feet of leaching facility) Feet on site or �tlun 200 f g ty) Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) ��Q Feet Furnished by Dyj CB/'- 1 1 1 , 'IC r w 1 N.— a00J_V12 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZippYication for Rio gar *pgtem Congtruction Permit Application for a Permit to Construct( )Repair( )Upgrade( VAbandon( ) L"J Complete System El Individual Components Location Address or Lot No. Zl Z / Owner's N e Ass and Tel No. Assessor's Map/Parcel Installer Name,Ad ress,and Tel.No. Designer's Name,Address and Tel.No. _ Type of Building: I��® Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder Other Type of Building 1 o.of Persons Showers( ) Cafeteria( ) Other Fixtures /J/ Design Flow 1119 gallons per day. Calculated daily flow gallons. Plan Date © Number of sheets Revision Date Title S S)Ye Z Size of Septic Tank /✓�' ©B Type of S.A.S. ®Ws e Description of Soils�r"`y`y4�rs ZSXZ2 XL Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b Bo of ealth. Signed Date Application Approved by LK't^'- Date Z01dl °z Application Disapproved for the following reasons Permit No. Q oaa—Y°l A Date Issued /0 a l u �- 7j No. Fee 6 THE COMMONW ALTH OF MASSACHUSETTS Entered n computer: Yes v/ .•, PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 17 i' 01ppYicatibn for ni.5pool'*pztem Conotruction Permit Application for a Permit to ( )Repair( )Upgrade( VAbandon( ) U Complete System KI Individual Components I Location Address or Lot No. «� / �►1/,e Owner's Name Address and Tel.No. Assessor'sMap/rP�artctel Installed'`Nam�7;yl Tel.No. Designer's Name,Address and Tel.No. _ A Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder Other Type of Building 7�5gee*t 114o. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow D gallons per day. Calculated daily flow Y 7C/ gallons. } Plan Date ,//f D Z Number of sheets Revision Date Title 'Sl Y� o Z/T 61VI oze- Size of Septic Tank /. ®/ Type of S.A.S. 5 ,?*e6X,:71 Description of Soil' . Il'7�/I i i I Nature of Repairs or Alterations(Answer when applicable) '>n Date last inspected: f Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issue srBo of Health. Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. y u Date Issued /() J I A X ---------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS - BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded r-'1,�)' 10 _; (✓) Abandoned( )by lJ r at _l Z Ze.;1 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 2 tx�l -V 9 2 dated /O d/./V Installer Designer The issuance of this permit shall not be construed as a guarantee that the system-will function as desi ned. Date 1 a/o Inspector_ 11,1 Q.S . No. a o 0 a._ ttt U Fee .5 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS lwigogal *pztem Construction Permit Permission is hereby granted to Constructs( )Repair( )Upgrade( +' Abandon( ) System located at �i� /7, Q ^er and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of thiskermit. Date: a I/A) Approved by �- i TOWN OF BARNSTABLE CC- LOCATION 2/ l T�Av� - SEW � AGE # i VILLAGE ASSESSOR'S MAP & LOTS `S— GS INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY C, LEACHING FACILITY: (type)o;,L-dzi, (size) ,& �x •• NO.OF BEDROO y BUILDER O WNER PERMIT DATE: COMPLIANCE DATE: d2 oh a 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 J 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 g � O i It, ` � 1 i DEC-20-2002 11:45 P.02iO3 8k 16163 Ps212 '"W-119486 DEED RESTRICTION 4- WHEREAS, CHARLES V.VILLA,JR and PHYLLIS A.VILLA, of 216 Sixth Avenue,West Hyannisport,MA.,are the owners of the premises at 212 Sixth Avenue, West Hyannisport,MA, and being shown on a Plan entitled"Plan of Seaside Park at ti z Hyannisport,Mass., owned by the Seaside Park Association, Boston,Mass., August 1983,Fred 0_ Smith, C.E.,",which Plan is recorded in the Barnstable County Registry of `.Y Deeds in Plan Book 34 Pa 23 and containing two Parcels;Parcel 1 cy Page g being comprised of Lots 334,332 and the northerly half of lot 330;and Parcel 2 being comprised of Lots 523-525,block B, of aforementioned Plan. j d WHEREAS, CHARLES V_ VILLA,JR- and PHYLLIS A VILLA,as the record owners of the above premises,has agreed with the Town of Barnstable Board of Health ,,n to a restriction as to the number of bedrooms which can be included in any home or other structure built on the premises as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CUR 15.000 State Environmental Code, Title V,Mrnimum requirements for the Subsurface Disposal of Sanitary Sewage and a obuilding permit to construct a garage and pool cabana on the premises, on which a single (Y-1 family,four bedroom home is currently situated; 1 WHEREAS,the Town of Barnstable Board of Health as a pre-condition to granting a 1_ disposal works construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental Code,Title V,Mrnimum Requirements for the Subsurface J Disposal of Sanitary Sewage,and authorizing the issuance of a building permit for the construction of a garage and pool cabana on this property,is requiring that the agreement for the restriction on the number of bedrooms in any dwelling house now situated or constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document, NOW THEREFORE,CHARLES V. VILLA, JR. and PHYLLIS A VILLA, do hereby place the following restriction on their above-referenced premises in accordance with the 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. The premises at 212 Sixth Avenue,West Hyannisport,MA, may have constructed upon the lot a house and other structures containing no more than four(4) bedrooms. CHARLES V.VILLA,JR and PHYLLIS A. VILLA agree that this shall be a permanent deed restriction affecting the premises known as 212 Sixth Avenue, West . Hyannisport,and being shown on a plan recorded in Book of Plans 34,page 23. DEC-20-2002 11:46 P.03f03 The premises known as 212 Sixth Avenue,West Hyannisport were conveyed to Charles V. Willa,Jr. and Phyllis A. Villa by deed dated September 10, 2002 and recorded in the Barnstable County Registry of Deeds in Book 15633,Page 295. Executed as a sealed instrument thisy day of December,2002. . Jr. 7 P A_ Villa COMMONWEALTH OF MASSACHUSETTS Hampden ss. December y 2002 Then personaily appeared CHARLES V. VILLA,JR.and PHYLIJS A.VELLA, and acknowledged the foregoing to be their free act and deed,before me,the undersigned authority. S hen R Manning, Notary Public My commission expires:May 14,2004 TOTAL P.03 COMMONWEALTH OF MASSACHUSETTS .. 0 EXECUTIVE OFFICE OF ENVIRONMENTAL.AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION t s� FAILED INSPECTION TITLE 5 OFFICIAL INSPECTION FORM-.NOT FOR VOLUNTARY ASSESSMENTS.. SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION RECE]sTALE 'Property Address:� �� ,4 JUL 2 Owner's NameF BARN Owner's Address: 0 �� T�WHE�ALTH Date of Inspection: / ®� T Name of Inspect r• plea e p int) Company Name: u, MAP Z J Mailing Address: '/ PARCEL 10 5 ^T Telephone Number: ' /• �f I --� 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. lam 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 Inspector's_Signature:. Date: I964-- 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. Title S Inspection Form 6/15/20.00 page I Page 2 of I I' { OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A 01TO39ami a m CERTIFICATION (continued) Property Address: Owner:. Date of Inspection: Inspection SummaryI Check A,B,C;D or E/ALWAYS complete all of Section D A. .'System Passes: I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15304'exist.Any failure criteria not evaluated are indicated below, Comments: B. System Conditional:ly,Passes: -a.. —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 pipes)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 SUBSURFACE.SEWAGE.DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: o 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. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is notfunctioning'in a manner which will protect.public health,'safety and the environment: _. Cesspool or privy is within 50 feet of a surface water _ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier, if any)...determines that the system is functioning in a manner that protects the public health,safety and.environment: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a: surface water supply or tributary to a surface water supply. The system has a septic tank and SAS.and the SAS is within a Zone 1 of a public water supply. The system has a septic tank and SAS,and the SAS is within 50 feet of a private water supply well. _ The system has a septic tank and SAS and.the SAS is less than 100 feet but 50 feet or more from.a,, private water supply well**. Method used to determine distance **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: Owner• Date of Inspection: �Gpa D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Ye No _� Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool' Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS.or cesspool Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool, Liquid depth in cesspool is less than 6"below invert or available volume is less than ''/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 J 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 apublic 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.] 1 C/�(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,the refore: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 most serve a.facilitywith a`design flow of 10,000 gpd to 15,000 gPa. 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 r _ _ 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 questibn 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 3,10 CMR 156304.The system ownershould contact the appropriate regional office of the Department. „4 iy Page 5 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGEDISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: n Owner: Date of Inspection: Check if the following have been done You must indicate"yes"or"no"as to each of the followinsz: Yes No __,--_ Pumping.information was provided by the owner,occupant,or Board of Health 1/ Were.any of the system components pumped out in the previous two weeks? ✓ Has the system received normal flows.in the previous two week period? ✓ Have large.volumes of water been introduced to the system recently or as part of this inspection? Were as built plans of the system obtained and examined?(If they were not available note as N/A) L/ — Was the facility or dwelling inspected for signs of sewage backup? _ 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 Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)] 5 Page 6 of 1 I OFFICIAL INSPECTION-FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION . Property Address:J - .Owner: Xlk4. ` Date of Inspection: COO FLOW CONDITIONS RESIDENTIAL ✓ �1 Number'of bedrooms(design):, Number of bedrooms(actual): 7 DESIGN flow based on 310 CMR I5.203 (for example: 11.0 gpd x#of bedrooms): T yO Number of current residents. Does residence have a garbage grinder(yes or no)-la.0- Is laundry on a separate sewage system (yes or no if yes separate mspection'required] Laundry system inspected y s or not.,4U-- Seasonal use: (yes or no):. Water meter readings, if a ilable(last 2 years usage(gpd)):��`"l����OZ — ��74V Sump pump(yes or n • '. Last date of occupancy: COMMERCIAL%INDUSTRIAL,,,1g& 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:. �Ojjj Was system pumped as part of the fnspection(yes or n If yes,volume pumped:___gallons--How was quantity pumped determined? Reason'for pumping: TYPE OF SYSTEM _Septic tank,distribution box,soil absorption system _L.,�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 copyof the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: Were:sewage,odors detected when arriving at the site(yes or no 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: OX ` Owner: Date of Inspection: 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 of joints;,venting,evidence of leakage;etc.): SEPTIC TANk locate on site plan) Depth below grade: 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: 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: Distance from bottom of scum to bottom of outlet tee or baffle: 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.): GREASE.TRA f �locate on site planj 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 of last 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 L. Page 8 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: Qu.&1—f�d000 TIGHT or HOLDING TANI (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 BO,&(if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover,any evidence of leakage into or out of box,etc.): PUMP CHAMBE).(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.): 8 Page 9 of I I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C. SYSTEM INFORMATION(continued) Property Address:(�!?: Xj Owner: Date of Inspection: SOIL ABSORPTIO SYSTEM (SAS): (locate on site plan,excavation not required) If SAS not located explain why: Type ............... .- leaching pits,number:_ leaching chambers,number: leaching galleries,number: leaching trenches,number, length: leaching fields,number,dimensions: overflow cesspool,number: innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure, level of ponding, damp soil,condition of vegetation, etc.): V must be pumped as art of ins ection locate on site plan) CESSPOOLS: (cesspool m p p p p )(. Number and configuration: - 7' ;�' `7 ! Depth'-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: --7`K `7 " Materials of construction: -Indication of.groundwater�inflow(yes or no) omments(note condition of soil,signs of hydraulic failure,level of ponding;condition of yegetation,etc.): ' PRIVY: (locate on site plan) C17- Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation, etc.): I 9 Page 10 of 11 OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY'ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM.INSPECTION FORM FART C SYSTEM INFORMATION(continued) Property Address: C Owner: Date of Inspection: 6�)G00 l 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 within100 feet.Locate where public water supply enters the building. V � 1 ' f 10 ` xi i I . _.._-- 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: Old a�WaN_ Owner:A4. - Date.of Inspection: 5 (Jo1 SITE EXAM Slope Surface water " Check cellar Shallow wells Estimated depth to ground water 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: Ahecked with.local-excavators, installers-(attach documentation) ccessed USGS database-explain: You"must describe how you established the high ground water elevation ll ' Permit'Number: Date: ' Completed by-. Hi1'GH GROUND-W.A,T E-R LEVEL COMPUTATION Site Location: 5� � Lot No.. J.wner: � f/_C Address s yd� `1 Contractor: 1 0 � Address: /"'<l�/S �lS �� Notes: STEP% 1 . Measure depth to water table. to nearest.1.110•ft,. .......... .Date month/day/.Y.ear STEP 2 Using.Water-Le.vel.Range Zone and Index WeilhKap.-locate site and determine: . O'AAp-o.priale.index well_................... BJ Water-level-range zone_._................. ............ ._... STEP:.:3:: Using-month ly.report;",Current .. I Water Resources Conditions" determine current-depth-to water.level forindeX well ........................... month/year STEP. 4 Using,Table.o.;-W-aterjevel Adjustments for index well (STEP 2A),:current depth to water'level for..index wei.l ('STEP 3):, and water-level zone (STEP•2B) ,� determine water level adjustment ...................................:........................................:.'...._...--7 STEP. 5 stimate depth to:high water = by subtracting th.e•water level adjustment.(STEP 4�) from measured:.depth to water level-at site.(STEP'1) ................_..... ........ Figure. !1-"`R.1Cepr`l�"ddblv'vC�ill'�7i�lQillJii ivilll: - T . ab N I -4 I ,-I I Ile. 1 0- *'-0' 17 3 7 -- ---- --------- MR&MM, -W4= ---------------------------------------- -------------- --- ---------- --------- rZi-------------- F1 3 It --- ---.--- .. ... I ro .................................. ............. ........................ --- --------- _______________1 1 1 ---------- -T- .................. .7. 7 7,1 $ L 3 .......... ........... ....................1 ------------- - ------ ............. ............... .... . ... .................. . ........... C > ------------ < SL 0 3 1p C3 --------- it 3 a t C U to 3 ---------- .................. ...............z ........ 71 ............................ - -----------I------------------- > < > cT -----------I -------------------- ---- -- ......................................................................................... ......................................................... ........................-................ ............................. Li ------- ----------I-------- 1 0 1 IC14T' 0-1 1 0 1 L -! ----- - -- ---- -------------------------------I- L L ----------- -------------------------- -4- ----------- >; ZIL z 0 S) c :0 3 00 > C 71 >, -5�" 249 AC--4 Z 31 1 S F C 1. S i" 5 F m > T" cri > C St. a o Z z 3 > is < >; 3 > > C 7 j t ZQ I > 11 01. > 1 4'-2 Vle" 6 W- T DRAWN BY: z 1 0 1,/... Professional Building Designer C3 T mV discrepancies.errors and/or omiosion6 in the not-,dimension.,and/or drawing.contained on these document. shell 11111191111 the attention of he Designer prior 10 the commencement of construction""'e"ding.ith P,,,1r14tlO1-0ti-es the S-PLS- of these decUffiCntb and any dj_P8 error.zmzo, become the responsibility of the Wilding contractor. opyrig"'020 14'y K5A I ENGINEERED BY: '. r e m ars rr(?ject # I D 2.7— 12) T sepi are prote unde Federal PROJECT: > Copyright"Ws.The original purchaser of Chis M Q plan ls home to c-st-1,one and only one , 1 me using this Plan.Modification or .use is p FHXI—L-11--:;- VILLA prohibited without express written permission of the Designer. KSAdesign_..----------- PROFESSIONAL BUILDING DESIGN LOCATION: REV151ONS: COMMERCIAL-RES151ENTIAL :2 1 2 "-:Pix-'h Ave. Preliminary 0-4)- 1 0/7/I �' al...fi,-/Floor Pi- 1 2 2 6,/1 Gape 6-1-Massachusetts HyAnniS, tjA. &Uaraca5Le-Costa Rica L 6—irru,fi,n PI,n, 2 0/1 A capecod@k5adesiqn.com•w-1,50desIgncom P.O.Do,1 1 4q-Hyannis.MA 02bO I-505.1 qO.3q22 7 a oVJ - �„ - m° a„a"os poTs m =o W a z o z_ IU o w Use Presar'1pti�e�es;dentiwl Wood peak Ganstruatian Guide OGA�-O 9 bwsed on the 2009InYernetionwl �.sid¢ntiwl God.,to build deak.. NOTE:All expoa¢d h---.to be retell For exterior exposwe end P.T.aonFeat P.T.2 x 1 2�itringers+a grade himpaono Ltywxo LUh 2 G 0 l�. P.r.2 xB�.ck Joiara e 1�•o.c. } I II _ __ __ ' - I New%- 1 %/n"x9 1/2"VeraLwmm girt_� ( •-_ `himpaonm Lt-Isxm LUn�2lo01lo"o.c. g' _ 1 ` n\ I 0 himpaono LUh 2 B e 1!o"o.t. New 2 1 0 x 1� joista aiatered to I yµ I ho1'1d bloakinq a 2 x 1 new glrt �� {_i a -I bwnd Jais+s w/ I 0 I a X 0 0 I I '� -_-- New%- 1 %/9"x91/1"VersLemm girt � V' N v II I W I I d + I w I I I - �iimpsono LU�i 2 Be I!a'o.c ? N¢w 2 x 1 0 Ja sYs a stered to I O I 1 € '� ¢xistmq 2 xCo Joists.�eplwae elI_-----_ � I N¢w%- I %/9"x 9 1/2•VersLwmo 5,rt I O band joists w/2 x 1 0 I 0 I 1� O I I him � — Z —�i;mpaane HHUhZ.Z O/1O I I I r- Psono LU�i2 B-% � I.-_______._- I ,I �hlmpsono HHU2Z.Z0/10 F- ,• hmpsrnm HHUei Z.ZO/10 axi yr m�avn .i Iew%� I %/4'x91/12.VersLemo grte Z o0 Q r I Existing 2 x 1 0 jo;sts e l!o"a.�. Exia tinq 2 x 1 0 joista e l!o"o.c. I � � W N'� N , I ,V Z @ 3 0 n N U 3 0 I m I �¢ma�¢firepl..ee "O V/ LU I I f I pe+ah Fo me+�h L_ � LL J o p if 0 Lj . Exia Yinq Zlx 1 0 Joists e l!o"o.L. i i i R Exis Ymq 2.1 o jolats e l!o"o.a III _ -- Exiating GoxB 4'1rt to re h,ir irlm arin it LUir ' r I P.r.T xe Deck ioia+a e 1 v'o °�'° F ° `e•d ' Existing 2 x l 0 jo;ats 0 1!a"n „ g `) a j I IL mpan N V NOTE:All exposed hwrwere to be ret¢d ~J� ` � ���J frr exterr.r¢xp�aure and Pr.tan+wct �v S a ° DRAWING TYPE: ' r ,�A�FI�roT FLOOD F�A1�1E �'J hoal¢: 1/v•'• 1•-o'. Flrsk Floor Frame Plal, d SHEET NUMBER: A 1 0 f Y 0 C) 1 _ � i o e s a y N� a� a of r ----------.-...,...--..-..-..-..-- -- -------- I _----- I ~ f --'---------- __--'-----I V I T' � '� �° '.} I AndarsenmPWGUOloO/PWTc401 I — 1 ° o lam, I _________ `\ q r• .-. c I z � � s .nrm Z -1 s T E rn S � � � 9 I Ander.anoPWG0000/PWTUOI I ..1... .. __--- _ _� D i ,. 1 oU'-O"x 7.'-91/it t .. z 3 T z I � P > I 00 I a s I; • z r -I > a a ( I Ana.'-1 TW 2992I - rc.9 And.—no'f-WY 99l0-2(4"null, � � � i =� _...... _...,;I � 11 I\ i ra.9'9 g/B'x 4'-B 7/B• P',.- o i I p � N I D r I I i i s 3 g 1 s 1 i R S p I Jwul+edc Inq 1'ne',.t i I 1 ____ _____________ __ _ I I it T°f smPy � fj m4; E > S N� a,;, n S z m d ➢ a e r OOE. b 30= T > > n I ° a 21 DRAWN BY: p 11 1' = Professional Building Designer 0 5 t Any aien thp'r eies,errors dimem and/or omi»lon> draw ngs contained on these documrents shall be brought to the attention of the De>ignar prior t0 the commencement of construction.Proceeding with construction constitutes the acceptance OF ehne document>.'deny dlacrepanclao.errors=or omissims become the reapo ailbllity of the Wilding contractor. N O copyright @2014 by K5A design...: ENGINEERED BY: M ei A The sa plans are protected underFederal Prejeet # 1 927- 1 3 PROJECT: m D copyright Laws.The original purchaser of this v 1 } plan is authorized to construct one ando 119 �7t Z Z rose home using ChlSthou ModifiCa[vritt GHAP-LE� 4 F"HXU-I� YILL�. I� p suss 15 pf OhiblCio of the t express WY7CCen N 3 0 permission o£the Designer. O IT KSA destytl_a A n rn REVISIONS: PROFESSIONAL BUILDING DESIGN LOCATION: n OPrelin,in—y Debi i— 1 0/7/1 % COMMERCIAL•RESIDENTIAL ` ' 2 �ix'1"h Ave. EleJatians/Floor Plan 1 2/26,/1 'l Gape God•Ma55achu5ett5 Hyannis[ Ma• F-ev and Designs 1/2%/1 4 GUanaca5te•G05ta Rica 6,—frJLtian Plans%/20/14 capecodeksade51gn.Lom•www.k5ade5ign.com P.0.13-1144•MyanniS,MA o]601•50b.140.5422 4 I I I ______lI________ I , I i i I ,zT i ro I : i. p I ,ems II F —1— -- 1 \> I T I L _J ... l S N+ A: I III II .... C +'inq P minq ,I R n. I _ .. ,I L_—__ __ _ - — —— II , 3 ..--- -- S I.I � •II II II i.J-3 I 3 ` L __ — fl 1i.. I 6 II x II a t .` -- ..... .... - -- J � — '�^ .._ 0 :_. .va:✓-c:eaarzam �' I I I I I t I I a I I t _ I i 3 I y T I \0 - II_ �i mS �o e O' 0 DRAWN BY: �ENNETN hAD�e���. Professional Building Designer Mg discrepancies,errors and/or omisiI in the retell,dim.naiona,and/or drawing.contained on the..doGumenta shall be brought to the attention OF the Designer prior to the commencement of construction Proceeding with eon>tmetion ldnatitutas the eeeeptence OF these documents and any discrepancies,errors andror omisWlons become the respdnsibllity of the Wilding contractor. n 0 copyright 0201 4 by KSA design.,. ENGINEERED BY: I A These plans are protected under Federal Pr�jeet # 1 927- I PROJECT: tit A Copyright Law,The Original purchaser Of this plan is authorized to construct one and only v i fi �a Z r one home using this plan.htodifica[ion or 6HAP LEA VILLAar 11 evze is pr Onibited without express written 3 p permission of the Designer. OPROFESSIONAL BUILDING DESIGN LOCATION: p REVISIONS: 2 f 2 S:1ix4-h Ave. COMMERCIAL•RESIDENTIAL Preliminary O.zignz. 10/7/I % i Eleva+ions/Floor Plan 1 2/2ln/1 % Gape God•M255achu5ett5 Hyann IS, MA• �dv,sed pesigns I/2%/1 4 Gua nac a5te•GoSta Rica G -n ruction Plano l/20/19 e om• c P.O.E301 1 141-Hyannis,MA 02 601.505.190,39f] S. 3 P i s S 0 n P W P w S S 3 � 0 a 6r s A 0 ° m 3 ° S 3 < m n 71 m a z { e IN f - $ ° P c o J I - P or n E a I \ C < - °w C � R I 1 W � a n F, > m Z EN m s _ y F 3 t 0 ( 3 m c P 0a C 0o n _ ... , - DRAWN BY: O � O n y iO D hA.f7LE� 2 n T � ,; �' I�ENNETN J— � m �`m.�z Q C¶ Professional Building Designer N D Any discrepancies,errors and/or omi»ions the notes Am--s and/or l- ^.1'J Graui ngs coma nea on these documents FR $Ll�s a snail be brought to the attention of T D l � the Designer prior to the commencement -- �,� — — -- -- -- *"on>tr 'on Proceeangwitn construction con>titute>the acceptance of Lhese aoaument9 and any ai>ebf<e.d—t>h.e enrgeroprso ani bill o build l»l on> can[ra<tor. N d copyright 02014 by K5A d g ENGINEERED BY: I ?0 These plans are protectedunderFederal rroject # 1 927- 1 2 PROJECT: - rn p copyright laws Ile original purchaser of this rnfl- plan Is authorized to construct one and only one home using this plan.Modification or s C reuse is Prohibited without express written 3 permission of the Designer. 0 rn KSA design_.,. A } m REVISIONS: PROFESSIONAL BUILDING DESIGN LOCATION: Op PreGminAryDes;yns to/7/I % COMMERCIAL•RESIDENTIAL 2 2 �ix4 Ave Elevations/F oar Plan I 2/2 6,/I % Gape r-Od•McSsachusetts F{yan IniS, MA. F---1 Designs 1/2'!/I A Guanacaste•COste,Rica Con.,}��c}Ian Plant%/2 O/I a capecod@ksaaesign.com-www.ksadesigncom P.O.Box 11 41-Hyannis,MA 0260 I•506.7`1f 5 22 S 3 v p p � p Z \ r h a E y - _ s y T -- N S T _ C 3 \^ � n ti f a x 3 ➢ T o •o - — — a 3 fc a ? 3 ; s + R D P 7 t` ^ f » _ p — � n ' < r zv p t°; S t y ➢ Z ' x I v crny y� a r x a -x@ ; 71 ➢Z 9 0 O 00 ; SQp N o ➢ca ° r fh IJ P'd Ri G� O DRAWN BY: n ° E n m X ILeNNETH 2p.pLE�J�. R Si17 5 c S t Professional Building Designer i } p y R � � R My d in the notes err Or9 Ond/Or omiDDlOns Inthenrs.lydime1 th seend/Or drawings contained on these aocumonts shell ig brought to the attention of the Designeror'-t t0 Chocommencoment of construe Lltlt t-thedingwlth constructionhe a doau ter the McGed.my once of these do ors ar and any discrepancies.errors envoy o ns become the—ponsibility Off the the budding contractor U, 0 5opgrlght02014byK5Aaesign..: EN6INEEREDBY: I A These plans are protected under Federal Pre,jeet # 1 917- 1 2) PROJECT: rn D Lopyright Laws.The original purchaser of this tt plan Is authorized to construct One and only one home using this Ian.Modification or S reuse is prohibited without express written GNAF-LEA if F-HYLLIISP VILLA w 3 i permis5lon of the Designer. O KSA design i A o m REVISIONS: PROFESSIONAL BUILDING DESIGN LOCATION: 2 2 S7ix4-h Ave. Pre.11minary Deziyns 10/7/1 % COMMERCIAL•RESIDENTIAL Eleva+ionz/Floor Plan 1 2/2[n/1% Cape C oil•Massachusetts HyAnni- , MA• �¢�ised Designs 1/2',/1 4 Guanaca5te•Costa Rica Cons}Ne+ion Plans%/2 O/14 capecodeksadesigncom•www.ksadesign.com P.O.Box 1 1 49-Hyannis.MA 02bO 1•50b.1 90.3922 s a s J v 3 w � n p 1 m i m n n' a rn �'Z � ➢ ➢ ° is N i 1°p _ cZ 5 ➢, i, SL � o £ � c C d+ F f•. n: ' ° a fl; A N v � Lv, fS , + x ° ^ i J 4 C s \ / l_ 2 + N \` d 4 s JI_ — < c s yea -- 1�te 9. O O Z o (7 D ° ' +o<O'1Z QT DRAWN BY: r- to R't $ a R'y pF C r W r-ENNErH rPaPL-eP- Professional Building Designer �F�•_..S.1��5�t My discrepancies•error and/or omissions in the notes.dimensions,and/or drawings contained on these documents shall be brought to the attention of the Designer prior to the commencement of construction.Proeeedingwlth construction constitutes the acceptance of these documents and any discrepancies,errata and/or omissions become Che renponsibill[y of the q building contractor. N p copyright@2014by1c5Adesign..: Pr jeet 9Z7— ENGINEERED BY: These plans areprotecteaunaerFederal O # PROJECT: fa — D Copyright Laws.The original purchaser of this plan is authorized to construct one and only c 9 one home using this PIS n.Modification dr f'HyLLI� VILi—A reuse is prohibited without express written 3 S M permission of the Designer, Y O n KSA deli REVISIONS: PROFESSIONAL BUILDING DESIGN LOCATION: N (\ P—firamary0—igns 1O/7/I% COMMERCIAL•PE51DENTIAL 2 2 �iX�h Ave— Eleva+Ions/Floor Plan 1 2/2 Co/I % Gape COd•Ma55achu5ett5 Hyannis, 1 (a. V—reed rJ�signs Guanaca5te•COsta Rica 6_iru,fion Plans%/20/14 capecoce"adesign.com w.ksadesigncom - P 0.BOx 1 1 44•Hyannis,MA o2b0 I•50e.140. l9 0 P 9 3 d S ( V p �.I r -71 0C. l° d / c5'sfiI p c m g I n h d R � r..,,,., _ .... .... C>, c ( ) '•d C 0 3 , < - Si °•> w G s r<. cis «i S � � \0➢ m 3 d z V i A 3 C \p f P T c vz , m 3 n I N 6 G + X T P � ° PIl A i 1'f, '13 IN F t ry + t ID ni i : + _ n d d o " - 6 .D d `� n 3 ' z + ; d i = y O 0in � to 13 CP r D 1rn" a3 P 6� - � � DRAWN BY: C/y W CProfessional Build'g DEgner�• �F'P S ll�s�a Any discrepancies,errors and/or omissions in the notes.dimensions,and/or drawings contained on these documents shall be brought to the attention of the Designer prior to the commencement of construction.Proceeding with construction constitutes the acceptance of these documents and any discrepan and/or omissions become the re>pon>ibility Of the building contractor. N p copyright 02014 by KSA design.- ENGINEERED BY: _ A These plans are pro[ectedunderFederal Pro ect # 1 927- 1 2) PROJECT: rn y copyright Laws.The original purchaser of this J SL plan Is authorized[0 con5[ruct one and only C S C reuse sprohi ite this plan.Modification t / 1 R Jl F-I C/ 4 PHYI I 11 VILLA /II 1 A use is using without modification written C/{T/'� l��I i LIB i Y ILL w 3 permission of the Designer. -�, M j KSA design_.. - A o rn LOCATION: REVISIONS: PROFESSIONAL BUILDING DESIGN �+ F—hrninary Designs 10/7/I % COMMERCIAL•RE5IDENTIAL 2 If 2 �ix4 eve. Eleaa+Voos/r°laar Flan 1 2/2Go/1 q Gape God•Massachusetts HyAnni- , i (A• F ;—I Designs 1/2%/1 4 Guanacas[e•Gc5ta Rica Gons}ruc#ian Plans IP/20/19 capecod®k"de51gn-•www,k5ade5ign.com P,O.Box 1149•Hyannis,MA 02601•50b.'190.3922 r� L, it I r--.- �t- I - I r I I I I I , I I C I ! - I I I I - I I I I i I I 1 — _ o I I I l i III-Ii I - - — . 0 1 l C I 1 1 I I ®I� P11 I I I I I _ ,� - rn 1 I ❑ a I I I l I I I • �� � Z I I — - - I I I CC; I I I I I I I I 1-a , � II --- I -- I - I I C its j I i I I I I - I I I ' I I I I I I I I I u�� l III r--- I III �__•_...; OL — Li DRAWN BY: I�ENNETH hAr��E���. Professional Building Designer Any Qsc the dimensions ahV inlona I [he notes.eon these contained on these documents shall brought to the attention of the Desigig ner prior to the commencement of coon conlon.stit Protes the he acceptance Wl[M1 construction document thedGLCptanGC of[heat documents and any discrepancies th CrespD and/Or of the nD become the responsibility of the building contractor. u1 f 0 copyright ego 14 by KSA design,.: ENGINEERED BY: 2 D A These plans are protected under Federal Pr�jeet # 1 927- 1 PROJECT: rn Y A Copyright LAWS.The original purchaser Of this plan Is authorized to construct one and only Z one home usingthwithou.Modificationor Z ❑ reuse Isprohibited WI plan. express ororn .(� C U per mice ion of the Designer. v /^� A m KSA deslp_.a. O ° REVISIONS: PROFESSIONAL BUILDING DESIGN LOCATION: O 2 ( 2 t COMMERCIAL•RESIDENTIAL �ix+h Ave. re. PlVmar;ny peslgns I O/7/I Elev. Flaor Plan 1 2/2 Co/1 % Gape God•Massachusetts 'f �evlsed De.lgns 1/2%/14 Guanaeaste•Costa Rica H Ann'IS, 1"(A• Gan..+roc#ion Plante 7/2 O/19 capecodekseaesign.com•www.ksaaesign.com P.O.Box I 1 49•Hyannis,MA 02601•5011.110,3922 I R. I I II - I - - I 1 I - - I - I I r i I l _ - I i _ - - _ - I - A Ili I _ I I I I I -- I - 1 slI I I I I ! - I 1 Wo KUM LL - I I II r_-,- n', ��° i i t .I. i II ! 1 63�I� fiZ - I! l rr. - II I II II i u" - F — I I I I I i I �\ i I I - I I II I I i � H I I - I I - I I I I I I � I I I I DRAWN BY: r-ENNeTH 1�;,ADL�Er-Jr. Professional Building Designer My dmcrepancies,errors and/or omissions in the notes,6men6ion9,and/or dYawings contained on these documents shall be brought to the atten Clon of the Designer prior to the commencement of construction.Proceeding with construction constitutes the acceptance of these documents and any oiscrepancles,errors—or omissions become the responsibility of the bonding contractor. N to p copyright ezo l 4 by.5A design,.: ENGINEERED BY: _ A These plans areproteetedunderFedera Prejcet # 1 927- 1 PROJECT: rn D Copyright Laws.The original purchaser of this Y i y plan is authorized to construct one and only pe Z d Z one home 5prohiusingced is plan.without express I� 3 c reuse i5 permis io of the t expre55 written � permission of the Designer. A m m KSA design < REVISIONS: PROFESSIONAL BUILDING DESIGN LOCATION: Preliminary Designs 10/7/1 % COMMERCIAL•RESIDENTIAL 2 2 GJiX'I'h Ave. Elevations/Floor Plan 1 2/2 Co/1 °l Cape God•Massachusetts .p Fevi—dDesigns I/2%/14 Guanacaste•Costa Rica Hyannis, MA. Cons+ruction Plans%/2 O/14 capecod®ksadeslgacom•www.ksadeslgn.Gom P.O.Box 1 149•Nyannis,MA o2601•309.790.39]2 • 9=11 1/i' F I ^i•-i' 4 e 3 3q B ------------_---------------- I ______________� I ______ _______________ 1 I 1 I I I 1 I I I I I I 1 I I I I I I I 1 I I I I J 1 I I I I I O 1 1 I I ° fill 1/2• I j I I I I 1 m••D'Alvmlmrm fom+deY��•et I I I I I 1 _ 1 I I 1 0 • 1 1 I I 1 I �ti I I I �S 0 1 i �..g¢ I I »g A>i o; I i • � j I TAS I I c� ui✓g -' 11 "Z I 's lP!� I I 3S -�R' n"• � � I o0 � I m'•D°Alummumfay.d•t�on vant i I I I � _ ° � I �_- I 1 I I g � I • I I I A I _______ �_ 11 • I I I I I I __ ______� I _ _____________ _______ 7 Y .A0 0 e NM O Ol ��5,s.► iF T� z pm_0. '•s amp ^ •• f1G Iq.�> mK b • � =�ymo • S�c�A io Z Z c <o oz-• •zozp � 3 •rA ��• mom �w my3m'-• vl • tn02 V1•f .LpO mK.•\ DRAWN BY: Gopyrlght02002 by Kenneth Sadler Assodatesi PRD°JEG7• Glarao� pool house for• 1��1JN�TN�Av� ��• �1 Theseplareareprotecte4un& Federal ` Profcsslonal9ulwingDesigner t eopyrlght Lours Theorlgfnal purchaser of his r Pl 1�fl 1 #1506 ' plonlsa eljsing hegleh.!otoneandonly 1L one hutho ngthi6 plan.Modiflcauon or + P reuse is prohibited without egrresswritten Aly dlxrcpenoeq errorsaneror aM»Ions permisslon of the Designer. 1 t._.,... --.J (n the notes �nr ATIDN• bmmg wncamedonunseeoamenes W enne�IT�adl�r P.ysooiatey i ehal est—tatothea6eding f O D '• he oedgner prior to the canmrncemenc REVI510N51 Q 2 GJ1X'�"h�CVP.. ofconserucuon.Froceedingwan ""pf V�CS514R91 bUIIdIRQ dCSI�]R '- construction consueutes uc acceptance O Preliminary Designe I i/O Z/O2 _ ",- �11 _'-.- of these documents and en r°ev', oA Oesigne I 1/07/02 ". ._.1--"" yY �sT y nnl P 1 1 1 n m, •r � dbrrepancles errors anNa.o sslon :commerc{al•reeldentlat-"i came merapon bolty of GonskNcl'bn Plane I I/I 9/02 ._.1.--" mildingw uauw P.0''Box 1 149•Hyanr#s,MA o2b01•508.790.5922 •. ." ;_ksaAer•ksedesigncom•wwwksedealgn.tan.!..-.1.-_.;.._ it r, 1 l 4 4 4 4 4 4 'o c eD N4 pe "2 @i �e • Ja _@ Ja DN �N A U���7 o n II � II II ° II 1701 .4 J II as ---------------- � II„ III a —� i � a^d•r.•^oPw4 1 ZOmA-9 r.o 1 1•-9 9/4 rm'-D S 0 i0 111�0 u jll l D s � o > ° 4 o do od d ;I D T J� _a , o 3'a 4C .0 T- 0 ' 3 U• O4•-m. 4 q�-B. 4 1O.-Z. 4 y-q• 4 A .• O T'�' 10'-I 4/9• 9•i'-10 1/9' ���ss• 1� Aye z ,m'_o• r, • o > m�> • s JG) OY.aO 0DAnY1yA• • �"mP Cm Wr mo • ZIP pp > NN r9Omc . //^�• pr N�. gzzZ '* y0 �• rny� IOI_I'1 m0�� vJ y2G •• . y PRAWN BY: copyright o2002 by Krnneth Sadler Assoel les: : raeepool house for: These pima m•e protected under PederelFl�� SeopyYlght Lews.'rheoAglnol purchaser of tN, Q Profe„lonel Building Deslgnwpion I6 aut a Uo I edthi construct one cold onlyone Momeubngd wthouexpreatlonor / � /,/reuse lz orhf jsited f the t esign-written permission of the Designer.T—],3,3 w tbAny dl 1,the io e,dI.—(.nnder »se ;I�enne+h Sadler A.sso�ia has i yg�p r otehe can-moment REV151ON5: -' h Aveor >vw:c P, em Preliminary-17ssignz1 l/O2/01 --- ....L - - const Won caesobtue<,ve¢egcept nce f... : rvfesslvnel buildin deli n - p 9 9 ` to �evieed l9msyns I I/07/02 2 ask H I annisPorl, >v manue,<o sendwomy ia> Gons+ruol•ian Plan->1 1/i 9/0 2 commercial•re9lQentfaf- y m • : the i._.L... creme the rapan>ro01[y of : PA.Box 1 149.t4q.Nq MAo2b01•SOa.190.3922 bWlding eo Crnetor. ...i..._r....S.kaadleraKsadealgn.com•wwwksade,irin.epn.�.....j_...;._. 4 y o; e� 0y �e 00 e 0 B•-o• a 0 a I 4 i 'li o Andsrasn.A s I I rw.x'-O%/B'%2'-O I/B• And•r,•na•71V S 9 9 Y I I 1 I I 0 I I 1 I I 0 � I I I I I I 0 a e AndaKnmAx I-9(wlda mWll I - I 0 0 rn.er-B o/D•%s•-o I/e• I -a B s j 0 O I s a I I Y 1 I 1 Anex,%�m s 94 x I � 0 I 1 0 � 1 0 > q' e • D rn e� '4 � °N 1 r-o• a � r • o m z /� ulJ z=o m =�zmy� • �, • -Irmo m9 D Nm0 • NOI�iI.Op mDinys N. vr�y Z_ m<sm oz— •c • 5omo p� o=�,o z9Am °m'i m�mmz• ,. /'�• in�N H� r„om •/^•'�� l/ • m zm CNv'V • -O cl DRAWN BY: Copyright•2002 by Kenneth 5adlar AssaUeees: PRO JE GT These plans are protected under Federal Plafl 1500 GGU'AO�e/�Ool hOUSe Or: y-ehIN�TH hhY7L .l�• R y Gopyrlghc Lau+a The original purchaser of this Plan is outhorlmdto construct me and only Profesalonal 6ulWing Designer one home using this plan.MoTflcetlon to ` ,04e4A / `'IL-L-AA -l6- Z reuse is prohibited without expresswrttten ''I 1�/ X • -n permisslon of the Designer. Any V O s ....I... ....i ' O _ I�enneih Nadler p.ssoGiahes i 2 12 ts GJ X h Ave. ices REVI510N5: -- i tr �b�ncain to tne"za«Iml LOCATION• w4tz ] prel'Iminary 178signs i 1/os/ot --- -;-p�vfessivnalbullding design - con•we�onceln�s Na•^Le O �e.dised lDasigne I i/07/02 ....i_._, ..,._. {__.}. - S s 1 commercial•reelclentlal "'""" 111/e I IIyannisPori,M,�t Guns+rurhion plans i 1/1%/O 2 ' ' ' ' be _..i....,i i i i comebun�responslbtity of the A PA.0ox 7149•Iiyannle,MA 02601•508."190.3922 ng contractor. -.....j_...{_kaadlerskeadedgncom•uwuxkaedeslgn.com-{----I -}-- _ N �vy i _ 3 m J _ a E f � Q 0 F \ I \ 1 1 N N T 0 a SL pe a + fD 12, _ a P 0 �e q N P b W 3o z 0 D * + + ® k a (� a ® ? 4 S 01 �r{ N t0 T-• � w � 6 N a i BN S p� - J� 0 � � �i� � I nj'• N l P n G D -0 - P a Z 3 0 N + XE p P o ' N A ° t'• r � r / ryy� y 0 C 0 3 A'e T - 1 • m C e; y a 2 R a e b Wm Drympp S DT p O C� O ' VENT OA m���n • V Nay !7$ NZG e + () eopyrlghtozoo?.bylcenneth5amerAssoGotes: DRAWN BY: q TheseplmgereprotectedunderFederol PROJECT: GArage,/pool house for: GopyrlghtLaws.Thaorlglnel purchaser of thls Man # 1500 Y-ENWTH plan is authorlwAo construct one and only Pf0fCmIM0I BuilAng Designer Jp Z one home using this plan.Modlflcatlon or X reuse Is prohibited of eSlii sM unitten MoG 1iw VIL-L- '6 -c, pemisslon of the Dpigner. 1"� X O u _.i...' i.... i.... LOCATION; AN m In the eemmme elo dl,yen. - l�annefih Sadler f.�sOGia�es ings ntaed on them do—ents e REVISIONS: - o-e5ralbe�uro�rtotheettennonoF O �' Prsl'm,innry Designs I I/01/09 ._ .._:..p - _ 2 S JIX•`h Ave- t�aNconxruwlw or to occcd with ' �ovismd designs I I/O"7/OZ i i r f0 of ede<umentthe acceptance fessivnet building design " - - "commerclsl�re9identtaf"" We, k H AnnispcH MA d y lions#'Nlhion Plana 1 1/19/O Y ! i y t' 1 these s an an _ discrepanclea errors m�d/aamixlon> '"PA.Box 1 749•HyanNs MA o]607•508.�90.3922 - beccmeCheraponsibBity of the _.j.-_.r....+..keadkr®kaadeelgPcom•uwwksadeslgn.com-.__i..._i_.. buiMing con[racta. f : 'g0a�7uoO 6u!pl!nq I ■/ CC bE"ObL"9O5•L 09 CO VW'S!uuBfiH•6b L L XOg"dd a47)O fi711!q!su06sa,a47 aw002q s UUl Y woov6!saPB J-mmm.w07u6!eapBeA®pooadeo suole flue pue's7uawun7op-1 d—p BOIb 87507•a7ee Oeuen9 a ua7dfi-pu.7 sa]n71-p vol7Onu7suoO , s77asny�es9Bw•pow adeo l 1/l/L suvjd uow2nj.}suoq '471m6ulpaa0oud v0,10, 7cuoOlO any¢N'I'xlGJ Z 1 Ti 7vawa—wwo,a47 07 voud�aublca0 a47 7;*-q aq IIa '1VIlN3Q153?J•-iV IOT�3W W00 l 1/L I/oJ subisaCl.hnuiwi�a�o{ /o uol7u277e a47 04s nf� 'SNOISIAaN eD+awroop asa41-pau!e7uo0 s6ulmeup ,�� ���••-^""'•��`I �,//� �L N915349NIQ"I f19�VN0553�OTJd _ vo%pu0e'suolsuaw!p'ea7Ou a47 u! -- :NCIJ-V/O I W fy s w ivuesuouua'sapuBdauoslpfiuv 75 1.1.�1Sap VSx } w uOlssl4oid na ua77!um 5eaudxa 7nOy7!m pa]Iq!4oud s!ae z au6i5ap 6u!pl!ng I@yOleea/OJd JO uol7eO!l!p—weld e!47 bulsn awo4 auo u F 4r�a�aa�H1aNNa�l filuo pug auo 7Onu76uGO o7 pa—.11zi 6 51 do < W �� a N daai IM 'a2N e!47' uaee40und leul61uoa41'smB�746Nfid00 Q 'J.9NMV?!Q N'f'• h '1��1'OTJd Z6Q l # ����bJd Ieuapaduapunpa7Oa]oudaueeueldaea4l K x _'•u6teap/5�i fiq C L OC®7y6!ufid0, Q lh L L a a \` I \j� u �\ e I ❑ I - ---------------------- e s�Q c a` j m 7 a• W 7 +J II o u S SJe 0 �\ � — m c o+ m IL S a d !>L J I L E S ¢ n S o ❑ d I T 1 5 - ,(• I I � a m 5 + a r w a ° E - ralQQ iii ¢ j �O E 0 q E — i• � j J } m E m 1341 LL _. N yell I I > W P _ I I L ¢ I—I W S r' �T7 I ° . - i E I I I I 7 I II 7 W p - W J P J ' \it 7 i S IL ° vly' LEGEND SY.'�-: TEM PROFILE TEST HOLE LOGS 100.0 PROPOSED SPOT ELEVATION SEPTIC DESIGN_ NOT ALLOWED TOP FNDN AT EL. 10.8' - --------=--- -- (GARBAGE DISPOSER IS � ) 'CESS wER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE} 1 DESIGN FLOW: 4 BEDROOMS 110 _ ACCESS COVER (WATERTIGHT) To AH OJALA, PE - ---- OOxO ( GPD) = 440 GPp _ ENGINEER:._ cRnlcvILLE BEACH Rona WITHIN 6" OF FIN. GRADE EXISTING SPOT ELEVATION USE A 440 GPD DESIGN FLOW --- 9.5 MIIMUM .75' OF (-,OVER OVER PRECAST 2� SLOPE REQUIRED OVER SYSTEM DAVID STANTON 100 i WITNESS: _. PROPOSED CONTOUR SEPTIC TANK: 440 GPp ( 2 ) 8g0 - / �`� RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE 9/27/02 _ I_ DATE: 09 - ��'� � '� FOR FIRST 2' � � USE A 15Q2 GALLON SEPTIC TANK (EXIST) PROPOSi j`�Q_ Gs� _ 9.8' PERC. RATE _ < 2 MIN/INCH 100 EXISTING CONTOUR 7 25' GALLon "EPTI - J _IL� W8' LEACHING: �__ 2 ITE.^ __ CLASS I SOILS P 10336N/A TANK (' 1 O) GAS - iIJ FORESTSIDES: "= �9.5' 0 9. 'AFFLE � 9.67' ^C <_,. o_ _ `�BOTTOM: 28 x 22 (.74) = 4552 0.5 - ( % SLOPE) CRUSHED STONE OR MECHANICAL o0�5$ o z TOTAL: 614 S.F. 455 COMPACTION. (15.221 [2]) - _IN OCEAN GPD DEPTH OF FLOW _ MIN r"'!N ELEV. LOCUS USE LEACH FIELD OF 3 ROWS OF 4 STANDARD TEE SIZES: (-- SLOPE I SLOPE) 1 _ 1 % ) (�- - ' � 3/4" TO 1 1/2" DOUBLE WASHED STONE 0" 8.3' INFILTRATORS EACH, WITH 3.5' AT SIDES, 3.25' INLET DEPTH = 10" BETWEEN ROWS AND 1.5' AT ENDS OUTLET DEPTH FILL CROSS _-- 5.0' LOCATION MAP NTS " FOUNDATION- 4C' - ST 8' - PUP,ID _ LEACHING 21 CHAM:3ER �7 D BOX - 8' FACILITY A/B BOARD OF HEALTH LS ASSESSORS MAP 245 PARCEL 105 MA 10YR 2/1 APPROVED DATE USE ADJ. WATER AT EL. 3.8' (COLOR 29" 5.3' YARD SETBACKS: CHANGE - TIDALLY INFLUENCED) B FRONT = 30' LS SIDE = 10' 36" 10YR 5/6 REAR = 10' PLAN REF. - ALARM AND CONTROL PANEL.TO BE INSTALLED INSIDE -��l C FLOOD ZONE: A10 EL. 11 �BUILDI TOO" ALARM TO BE DIN MS SEPARATE ' I - I CIRCUIT FROM PUMP INVERT IN 6.9 1000 GAL, H-10 S/ l� 2" PRESSURE PIPE TO D'BOX r OBS WATER 2 8' 700 GAL.+ SLOPE TO DRAIN BACK TO PC ALARM ON ! 1�_. - FLOAT SWITICH ---�I RESERVE WEEP HOLE SETTINGS1 PUMP ON-\� _ CHECK VALVE 10YR 6/6 4' WORKING RANGE 8' j `S 4, ZOELLER 'WASTEMATE" { SUBMERSIBLE MODEL M282 1/2 HP PUMP PUMP OFF 8' SYSTEM (OR EQUAL) 108 00015 0 oar oo� -.70 6" CRUSHED STONE OR COMPACIION -------- PUMP CHAMI>}E�R (NOT TO SCALE) WATERPROOF NOTES: 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF LEACHING FACILITY, OWN TO SUITABLE SOIL LAYER. REPLACE 1 . DATUM IS NGVD WITH CLEAN MED. SAND. PAECEL tOfi 2. MUNICIPAL WATER IS EXISTING PROP VENT (FINAL 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. PLACEMENT BY CONTRACTOR WITH HOMEOWNER INPUT 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 _ 5. PIPE JOINTS TO BE MADE WATERTIGHT. EXISTING 6. CONSTRUCTION DETAILS TO BE 1N ACCORDANCE WITH MASS, DWELLING ENVIRONMENTAL CODE TITLE V. PARCEL_ 102 -�-8.56 1�,73 DRIVEa.74 i(jo 00 1 T7. I HIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO 8E +10.90 FENCE _ _ � q PA 1 USED FOR LOT LINE S FAIKING. BENCHMAF2K: (.LSE To[ f oUrvDAT!Onr o �, - HERE AT ELEVATION 10.8' N. - �� l '+�9.53 i I I .- -�_ I I 9, COMPONENTS NOT TO BE 13AC K ILLED L, : CLIVi EALED Wi i+liJl_1T iN �PE�TION BY BOARD OF HEALTH AND PERMISSION OBTAINED � IL50 G' ( J 1H `� ;�, ,� ��� I �1 FROM BOARD OF HEAI_.TH, O 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYINr THE � EXISTING % � � � ,�� o.zl / I I- DWELLING +9.02 10.5 --TT-- r Q !o p� LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR 12.§4 _I - +8.3a O I aI ! -- ° TO COMMENCEMENT OF WORK. r i p I ^ I I l. P� + ►2c rtio.a r� tic STl.�c; S't S I>�H-t. P Z, T 100.00° o +�.13 x z I T y I FLAG L E S SI TE PL AN � I y ! LOT AREA b PILE 3.88 t9,64 18,000 SFt �' ���t�;13 } 7.95 OF (( +966 POOL FENCE _ -'- -- " 212 V TI IJ AVENUE 9,61 9 i CONC. PAD-961 9.63 I ' ! II 2 IN THE TOWN OF: 1 �.97779 i WEST HYANNISPORT i PAVED I i i71 I CONC. AREA I �i.42 m' 11' PAD POOL BORTOLOTTI CONSTRUCTION /VILLA 1 EXISTING I PREPARED FOR: I j ?-7,83� , 9.2 CO DWELLING1 .8' i� I G1S (SPOT-0 t o I (D I-19.42 9.63 i w -'coN CONC. ! i 760, 20 0 20 40 60 Feet I INV OUT FLAGSTONE �1 PAD -------- --- ELEV=8.09 PATIO }9.3 �� -------1 .06 l FLAGSTONE WALK _ 9,7, --(.,' 7,67 I +17.66 �79 W i { +858 ! i SCALE: 1 = 20' DATE: O.CTOBER 1, 2002 L_J +e a a x x -- o.00 I ItESSPOOL??? 1 OO.00I" k8,1 +7.51 3.20 Fg 'I-8.L7 +8.45 17-SHED O ` Of PAVED IOf Av W1RE5 DRIVE FENCE 8.42 } 7.61 �Pi\N H. Mqd ARNE OVERNE ._� ___ _ H. °�. � /IRNE H. _-- ----- ; c OJALA - - - y o.2634A 4 I Tisi---- 100.00 aE OJALA UTILITY II POLE - r /�6Z t6,33 ARNT7. OJA S. DATE PARCEL 104 PARCEL 103 off 508-362-4541 fox 508 362-9880 I down cape engineering, inc. CIVIL ENGINEERS 02-303 LAND SURVEYORS 939 main st. Yarmouth, ma 02675