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Home My WebLink About1391 HYANNIS-BARNSTABLE ROAD - Health 1391 Hyannis-Barnstable Road Barnstable _ _ A= 797 008 TOWN OF BARNSTABLE LOCATION 13 9 9 I'd SEWAGE # �CC 7— VILLAGE ASSESSOR'S MAP & LOT , 7 6� 1 I�- ��-e r Con.-SO-0 A ly S J' 3(® � � INSTALLER'S NAME&PHONE N0. /� 3� SEPTIC TANK CAPACITY C 500 LEACHING FACILITY: (type)5 ` Out 'C (size) I. IX` 3F X f t NO.OF BEDROOMS BUILDER OR OWNER Sv S"r'1 A`7 cll PERMIT DATE: S/N'/`2 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet " Edge of Wetland and Leaching Facility,(If any wetlands"exist within 300 feet of leaching facility) Feet Furnished by � v �� `�� : a Q — — — — _ _ ��2- � ��, t � i �oc� p lJ�� `..�Lj��, �-. �� 3 - �re�� .. @o � ., � iL— -- ,. -- — — , �'_�' ,•�� _ , .. No. +� 1 } {'/V 0 v v Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplication for i�tJ aY �p$tPm� Con.5tructi®n permit a Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. `1n�t',� � %wner's Name,Address,and Tel.No. S�45-,YL 0hS"!d ,"p Assessor's Map/parcel 61 fh ),8 P Installer's Name,Address,and Tel.No. 3& &o`3 7 Designer's Name,Address and Tel.No. Do,-^ cc, Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Desig�o min.required) gpd Design flow provided gpd 11 Plan atG Q Number of sheets f _ Revision Date S/)/G: Title T— Size of Septic Tank Type of S.A.S. �( � �� , h f F 'h�y� G✓✓a. 14 f" Description of Soil S e s�I � 40 Sr� arras c-h.n Nature of Repairs or Alterations(Answer when applicable) S- e Vie ,L e T h A-A O�W► C y� p Cj).^L /Z.I�cis^^• D�I-,,v4 OcV [.; gccG — 2-e,,&CA 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 EnviVwiipental Code and not to place the system in operation until a Certificate of Compliance has been issued by this B and of Healt a Signed Date S—// —u Application Approved by �1 - Date i Application Disapproved by: Date for the following reasons Permit No. ®� _' t' Date Issued OD No. t Fee +I THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBIC HEALTH DIVISION - TOWNOF BARNSTABLE,;MASSACHUSETTS Yes y b . I ZIpplication for" io at �pgtem ton.5truction Permit _ Application for a Permit to Construct( ,) Repair O Upgrade O Abandon( )1 ❑ Complete System Individual Components. Location Address or Lot No. �� 1 + 9 h °s 34m f J� u ' Si13 G� Owner's Name,Address,and Tel.No. � S�► Assessor's Map/Parcel.. �� S3� //%' S�G CO rim Installer's Name,Address,and Tel.No. 3 6,0-&a 3 7 Designer's Name,Address and Tel.No. LLA,n Type of Building: Dwelling No.of Bedrooms a` Lot Size sq.ft. . Garbage Grinder-( ) Other Type of Building —No.of Persons Showers( ) Cafeteria( ) Other Fixtures DesigValfie' G min.i_required) gpd Design flow provided gpd Plan I Number of sheets Revision Date Title \ r - '� Size of Septic.Tank Type of S.A.S. U. n[I le, tvy f w L1 rS� Description of Soil Jan y Nature of Repairs or Alterations(Answer when applicable) S PP S��)•., JJ �Si`fh 'r°'1 ��Wh Cc„� r 1z, ..�-� VC,7'.,V4 Oct- t" 2L cc /9-4,r ; r 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 Certificate of *-• °�' Compliance has been issued by this Board of Healt l Signed _ Date SAPPIcation Approved by Date + ° Application Disapproved by: Date for the following reasons i i 't Permit No. 1 d o"7 l Date Issued. -P 7 THE COMMONWEALTH OF MASSACHUSETTS 4 BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired,( ✓) Upgraded ( ) Abandoned b at has been constructed i'n'accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 4. dated Installer 1911 iS Q row r s (7C n S0,' Designer (fin Co„6{ u r #bedrooms d Approved de nflow ,�/ gpd The issuance of this p ermit shall not a construed as a guarantee that the system 01fuon as desi ned } Date Inspectorld v(/ V ifV r �! j ----- ----�-- -. No. 2007 " 'qL/ - Fee._.. _. �/ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVI•�SION-BARNSTABLE, MASSACHUSETTS Iigpont *pgtem Con5tructi6h Permit Permission is IiereBy granted to Construct ( ) Repair ( ) aUpgrade 4( ) Abandon System'located atAj'S— 139I'llV1i-f /Z64C,/, /�S�nS �L3J`f, •/Y►� t \ 1 and as described in'the.above A° lication for Tits osal S. stem Construction Permit:The a licant reco' .. z7 szh'is er du �P - ,R, Y PP n' to comply with Title S.,and the following local provtsiorrs�.o special"conditions. Y Provided: Construction must be confp"leted within three years of the date of this permit. . Date S 1- 07 '. / Approved by 4 Jun 21 07 07.25s Etiis Brothais' 508�62.6266 p.3 'TOWIL Of Bamstablic Th F.Geer,DhVdOr etc Red&DMdDlm t Oros:.50S-362-4644 man��Q`cirtltfle�ian'�. per• Sewage PeraAft ._ a1Pwareet 3 9 Dedpw Agana- mod'3h iow-�Ae-" on /ti/o 61 a c-pz4'w" a�rt to imstan a AW mstau®r) Aa septic 9 ,t..: baud an a dcd=drawn by address) . dated , I septic wo m ro above was uigWOd m6bslar�tl�► �W the deli , Wbi r mmvr secb ai rein the &M-butan box WW" =I& tank. SU*Mt (if Mond) Ms kopftdXd and the Sofia were fotmd , 1 certify dw the sepde sysdn reed above was iaMaBcd With comes (i.e. smam am 10,Iumeeal boa athe SAS w mw veil rdocatiaa OMRXmcnt of*e septic syMm)burl in aceoffd==wzth Stasc&Loaal RtSahfi=& P certified as-buf7t by des*=M ftftw. SU#Out Of ivq was mmRwcftd aDd the Soria were fou'n'd: tctDry. S ARNE • . OJALA H 4 No.26348 ,I few rIPM41 • Q:1Sc+deX a lm Fam Bw 0&49f06&C f I C ' a - -ELLIS 810TNE4tS COAS a C0 608-362-IA237 ODDER AAO S 0 S9+1 A Stc 'f' • LOCATYOR 131t 1�•��n�rS' .n�,r�s +�i .ah &�;?' td j 3 . SE�IA6E PERaIT; 0 DATE 5��1 1 $ "' ZQ • COMPLIANCE ISSUED DATE ul �r FINAL INSPECTION By:. tiw*i ' I- US DATE 6. --t4 o'? -' +o MEH W OR REPAIR 4. MATER 'PUBLIC14 OR BELLE T SEPTIC ,TANK CAPACITY 1000 t60 000 = t OR EXISTING , LEACHING FACILITY TYPE m` SIZE IN • e W � - . . . •^.l t • .. a �. a t. r- O F N *. COMMONWEALTH OF MASSACHUSETTS ID EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS d DEPARTMENT OF ENVIRONMENTAL PROTECTION+ 5�•� David B.Mason,R.S,Certified Title V Inspector,508-833-2177 TITLE 5 a OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION -` a „ A^ . rest ab.(, Property Address: 1391 M Hyannis>lmml,Barnstable,MA Owner's:Raisldo Owner's Address:33 Union Street,Yarmouthport,MA Date of Inspection: September 8,2006 Name of Inspector: (please print)David B.Mason Company Name:_N.A. .. Mailing Address:4 Glacier Path East Sandwich,MA 02537 Telephone Number: 508-833-2177 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems.I am a DEP approved system inspector pursuant to Section 15340 of Title 5(310 CMR 15.000). The system: _X Passes Conditionally Passes Needs Further Evaluation by the'Local Approving Authority Fails ` Inspector's Signatu Date: duo The system inspector shall submit a copy of this inspection report to the Approving Au ority 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: System as inspected is operational. Increase in occupancy may result in failure. The information as identified represents only the condition of the system on September 8,2006 at 5:00 PM. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Page 2 of 11 ' OFFICIAL INSPECTION FORM-`NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) 7 . Property Address: 1391 Old Hyannis Road ; Owner:Raiskio Date of Inspection: September 8,2006 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: . _X_ I have not found any information which indicates that any the failure criteria described in 310 CMR'l 5.303 ' or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: _ 4 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. r 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. - . xA metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance r 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 orY 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 (THIS IS REQUIRED TO BE COMPLETED) ND explain: • " ,, r , The system required pumping more than 4 times a year due to b_Token or obstructedpipe(s).The system will , - pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed w ND explain: OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS t - Page 3 of 11 t . PART A t CERTIFICATION (continued) Property Address: 1391 Old Hyannis Road 4' Owner:Raisido E . Date of Inspection: September 8,2006 Y C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: — Cesspool or privy is within 50 feet.of a surface water , Cesspool or privy is within 50 feet of a:bordering vegetated wetland or a salt marsh _ 2. System will fail unless the Board of Health(and Public Water"Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: _ The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply: ' — The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. The system'has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. , _ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well".Method used to determine distance "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: i N OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM Page 4 of 11 , F Y PART A CERTIFICATION (continued) Property Address: 1391 Old Hyannis Road ; Owner:Raisldo Date of Inspection: September 8,2006 g D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes No X Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool _ _X_ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool X Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool _ _X_ Liquid depth in cesspool is less than 6"below invert or available volume is less than %2 day flow _X_ Required pumping more than 4 times in the last year NOT due to clogged'or obstructed pipe(s). Number of times pumped. — X_ Any portion of the SAS,cesspool or privy is below high ground water elevation. X Any portion of cesspool or privy is within 100 feet of a surface water supply or.tributary to a surface water supply. - X Any portion of a cesspool or privy is within a Zone 1 of a public well. + _X Any portion of a cesspool or privy is within 50 feet of a private water supply well. _X Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, - performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is 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.] NO (Yes/No)The system fails.I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) t 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 B 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. r • z. Page 5 of 11 Y' OFFICIAL INSPECTION FORM—NOT FORVOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B , CHECKLIST Property Address: 1391 Old Hyannis Road Owner:Raiskio E' Date of Inspection: September 8,2006 �. Check if the following have been done.You must indicate"yes"or"no'as to each of the following: Yes No ry _X_ — Pumping information was provided by the owner,occupant,or Board of Health X Were any of the system components pumped out in the previous two weeks? X Has the system received normal flows in the previous two week period? X Have large volumes of water been introduced to the system recently or as part of this inspection? _X — Were as built plans of the system obtained and examined?(If they were not available note as N/A) X — Was the facility or dwelling inspected for signs of sewage backup? ' X Was the site inspected for signs of break outx? X — Were all system components,excluding the SAS,located on site. ' _X_ _ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? , _X— _ Was the facility owner(and occupants if different from owner)provided with information on the proper" maintenance of subsurface sewage disposal systems? The size and location ofthe Soil Absorption System(SAS)-on the site has been determined based on: Yes no X— — Existing information.For example,a plan at the Board of Health. _X_ _ Determined in the field(if any of the.failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(3)(b)] OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS. SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM Page 6 of I 1 _s a PART C SYSTEM INFORMATION ' Property Address: 1391 Old Hyannis Road' Owner:Raisldo , Date of Inspection: September 8,2006 FLOW CONDITIONS ' RESIDENTIAL Number of bedrooms(design):4(per assessors records)Number of bedrooms(actual):4 septic design DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): (440 gpd capacity) Number of current residents:_0 Does residence have a garbage grinder(yes or no):NO (Not Allowed) Is laundry on a separate sewage system(yes or no)-NO [if yes separate inspection required]Per owner Laundry system inspected(yes or no):NA Seasonal use: (yes or no):NO Water meter readings,if available(last 2 years usage(gpd)): 2005:4000ga1. 2004;3000 gal. Sump pump(yes or no):No t Last date of occupancy. December 2005 COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no):_ 4 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: p OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: . x Was system pumped as part of the inspection(yes or no): No If yes,volume pumped:__gallons--How was quantity pumped determined? Reason for pumping: System pumped moments after inspection due to the need for maintenance pumping. TYPE OF SYSTEM _ Septic tank,distribution box,soil absorption system _Single cesspool _X_Overflow cesspool _Privy 3, —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 r Other(describe): Two cesspools;Main cesspool with overflow Approximate age of all components,date installed(if known)and source of information: 1960's ` Were sewage odors detected when arriving at the site(yes or no):no,,, OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM Page 7 of 11 +. a e PART C SYSTEM INFORMATION(continued) . Property Address: 1391 Old Hyannis Road , Owner:Raisldo Date of Inspection: September 8,2006 BUILDING SEWER(locate on site plan) - Depth below grade: Approximate;24 Inches Materials of construction:_X_cast iron _40 PVC other(explain): Distance from private water supply well or suction line:_NA Comments(on condition of joints,venting,evidence of leakage,etc.): Appears in good condition. No evident leakage. ` SEPTIC TANK:N.A.(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: 3 t Distance from top of scum to top of outlet tee or baffle: t1 Distance from bottom of scum to bottom ofout tee or baffle- How How were dimensions determined: Condition of tank(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.) GREASE TRAP:—N.A. Depth below grade: Material of construction: concrete metal fiberglass=polyethylene_other (explain): — — _ • Dimensions: Scum thickness: f 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,'s"ctural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): r Page 8 of 11 „ OFFICIAL INSPECTION FORM .—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 1391 Old Hyannis Road Owner:Raisldo Date of Inspection: September 8,2006 TIGHT or HOLDING TANK:_N.A._(tank must be pumped at time of inspection)(locate on site plan) r Depth below grade: Material of construction: concrete metal fiberglass polyethylene other(explain): Dimensions: Capacity. . . gallons Design Flow: gallons/day" t 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.): F DISTRIBUTION BOX: (if present must be opened)(locate on site plan). Depth of liquid level even with outlet invert:liquid level even with outlet pipe Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any,evidence of . leakage into or out of box,etc.): R PUMP CHAMBER:,(locate on site plan). r Pumps sinwOrking order es or no ; , e Alarms in working order(yes or no): Comments(note condition of pump chamber,condition of pumps and appurtenances,-etc.): I Page 9 of 11 OFFICIAL INSPECTION FORM=NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) 7 : Property Address: 1391 Old Hyannis Road Owner: Date of Inspection:July 27,2005 SOIL ABSORPTION SYSTEM(SAS):—X (locate on site plan,excavation not required) If SAS not located explain why:,, , Type leaching pits,number _leaching chambers,number:4 infiltrators ` U _leaching galleries,number: 4 _leaching trenches,number,length: _leaching fields,number,dimensions_ . X overflow cesspool,number:_2_ 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)There is no signs of hydraulic failure. The first cesspool is holding I foot of water the second cesspool has received effluent flow but is dry. CESSPOOLS: X (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration:two in series ' c Depth—top of liquid to inlet invert:5' Depth of solids layer:4" - Depth of scum layer: 2" .L Dimensions of cesspool: 5'diameter, 6'deep ' Materials of construction: concrete block Indication of groundwater inflow(yes or no):No Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): The first pit is holding 1 foot of effluent. The second is dry. 'Standard vegetation growth. PRIVY: N.A._(locate on site plan) Materials of construction: Dimensions: Depth of solids: P , Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): Page 10 of l l F . OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 139101d Hyannis Road Owner:Raisldo Date of Inspection: September 8,2006 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference Jandmarks or benchmarks.Locate all wells within 100 feet. Locate where public water supply enters the building. 21 Noy '/ V� Ar, . 1, •Y v � ; " ' 1 Page 11 of 11 OFFICIAL INSPECTION FORM=NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM a . PART C SYSTEM INFORMATION(continued) , Property Address: 1391 Old Hyannis Road Owner:Raisldo Date of Inspection: September 8,2006 a . SITE EXAM Slope Surface water Check cellar (crawl space) - Shallow wells Estimated depth to ground water_15_feet Please indicate(check)all methods used to determine the high ground water elevation:'' X Obtained from system design plans on record-If checked,date of design plan reviewed:" ; _X_Observed site(abutting property/observation hole within 150 feet of SAS) X Checked with local Board of Health-explain:Recent Test Holes, Existing engineer records with BOH X Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water'elevation: Utilized existing site design information on file with the Board of Health. Additionally,existing site and abutting site topography. , r 12'10 20'8 3'6 2'6 Z' 2'6 4'2 SO iD DECK 20'x 5'2 SD fV t2 (D N 1� fV CO if BATH 137 x 6'2 N ® KITCHEN 12'10 x 9'8 CLOSET 68 x46 -v CLOSET 2.4 x4Y ------ --- --------------- ----- co cp / _ uo co 04 cD 5'6 (V N 04 fV (0 BEDROOM N 9'5 x 15'5 N `O f r— 17'x 16'10 v I I -uP I I I -J I I I N I I I I N I I N I PORCH I r- v I 27'3 x 4-3 I v LIVING AREA 770 sq ft 10'11 6' 10'11 27'10 •-------------------------------- I I 28' I I I I I I I BATH 7'6 x 10'6 I I I I II——— ——————— ——— -- — --------- I I I OFFICE BEDROOM co I 9'5 x 19'8 9'2 x 19'8 04 I I a I I I D I I I I I I I 3'x87 I I ——————————* ——————————— ——— I I I I ATTIC 26'9 x 6'10 28' LIVING AREA 546 sq ft tK L)Ll Hill I s� 4jciC. ct- 0 �I l i F i I I � I I ' I I. t tul . 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FM JU .. - .... Right Elevation SCALE: 1/4" = 1'-0" Sue Angus - Steve Whitmore - 1391 Hyannis Barnstable Road - Hyannis - Massachusetts - Family Room Addition - 1/28/13 - A3 a , y r µ � ' 4 , f. , • 4 v .v u r z. e. s r r HFF LLL ,r UTI IFT L i —Lid 771 „e w Rear Elevation SCALE: 1/4 = 1 _0 Sue Angus - Steve Whitmore.® 1391 Hyannis Barnstable-Road - Hyannis'- as'acFsusetts Family Room Addition - 1/28/13 - A4 i . , ; . . . FTT TH . Left Elevation SCALE: 1/4" = 1'-0 Sue Angus - Steve Whitmore - 1391 Hyannis Barnstable Road - Hyannis - Massachusetts - Family Room Addition - 1/28113 - A5 n 6-1 t30'-0" is I may. _ � a f y , r. a: OUTDOORZAP. — '3 SHOWER, co • Y , < 3 sl . r� no s n p. « : •i = I t t I r - F "I , h, ° i - . t i w _ It N r EXISTING x� HOME - _ + I I . (.: I � � CII I1 I III•i r I I I � � 1 I - r Uji I s II I t I III II LL i w „ — 1I. FAMI L�OO M - ENTRY P ORCH - •' : , 1 1 < I , 4 I � , I � 8W4 19 x4=10 `2=8x- i. - I t 5-011 - 3: First Floor Overview . SCALE: 3/16" 1'-0° Sue Angus s Steve Whitmore - 1391 Hyannis arnst ble ' oad ® Hyannis-® assachusetts ® Family oom Addition ® 1/28/13 ® A6 ^ At�VhY.Hyy+trhy 4tmy R Y ',41 Frw 1 . . O. Oa Outline of Framing L(22 Under 0 PT co 41/ " 2 / 6'11 1/2" 0- cn "' Zo 411 " 2" r, ° 6'-5 314"--- ---f ---6'-5 314"------a 1 6'-' C -T-6" N °° Beam Under LL (3)2x10 PT -- — / ------------- A11 I A11 I o BF 24 Bigfoot � _ O I 1 "x 48"Sonotube 0 — I ABU44 Post Base v (typicbl) I LL I I � of I - 6'6 314" -� —6'-6 3/4" -1'6"- -Right M C I— T-1/2" _ —T-1/2" t I I I I N as ----- I I � - - q N 1�'a :.....-_-----------....-..------- s " •{C �- ht; -----3-0"-----2-0 --5-0 2-0 ---3-0 00 e + CO Flush Beam= r' (3)2x10 (2)2x10 Box 2x10 @ 16"oc ®- .t _ in Hangers - 'r U. CO - -- � . O � r � — 0 Q �.. F I Right --- �• C 10--- -- -- — ------ — — 9'8" 4'51/2" a d) 2 Deck Framing= W PT @ 16"oc .. Y in Hangers — Double Box -- -_ s. : s STIR x r Y w u f�E �f\ x•r i }.?f .,`k 1 d 4'k r t i.� ry II < + I �e f ' k :✓y ":.. _ - x' ,;: `�1 c�4�s' ' ro fw }. a-#"o-- ,r� '� A Iz' _ I d . 3 M t EXISTING. fi 1 , HOME , t .�. .. r I '` 3 t Y , 01 -, ,;, n•s5 �_ »: -KNEVI/— _ 1 I 4 I , • III � � � � ; I ;r - -- - � 1-' � � � � . I -- — �I - --- . . ' Ff1MiL-Y-ROOM -` -� � -- -- - ENTRY P_ORC- - N 1 -- —— — — 2 8x4 fi0 =8x4 I =8x4co =fi Z=8x4 C0� 2=8x4 fi0— 5'-Orr 30' First Floor SCALE: 1/4" = 1'-0" _ Sue Angus - Steve Whitmore'- 1391 Hyannis Barnstable Road - Hyannis - Massachusetts - Family Room Addition - 1/28113 - A9 CD(a co (D CL M CD (D = T C d _ to EXISTING HOME I , - - 0 CD • 3 I I , I -I I I I I I I I - I I I I I I I I —` — — a ti00 - I I I I � I I I I I • I I I I I I:F I I' I .. I I I I I I }� CD N W d .. � j O, .. 3 - O CD - d (11 - (p Q f (CD �. (D n (D I CR vroD \\ to rj*rJ J� `- . F' AF ..r 1. I�r .. n {•i`d Roof Framing SCALE: 1/4" = 1'-0" Sue Angus - Steve Whitmore - 1391 Hyannis Barnstable Road - Hyannis Massachusetts o Family Room Addition - 1/28/13 - Al Architectural Shingles / 5/8"Roof Sheathing / 2x10 Rafters @ 16"oc with H2.5 Hurricane Ties 1 x3 r � 1x6 (2)2x6 Plates — Header=(2)9 1/4"x1 3/4"LVL and 2"Foam Insulation " White Cedar Shingles 2x6 Wall Construction Detail 1 SCALE: 1/2" = 1'-0" ^ 12; _ � S _. - . ,� - ,:'' •� .may 2r'�� s;x � - ' 3 ._ �� `. 2 9 1/4"x 1 3/4"LVL ( ) " Gelling hangs F�., , • , y,M 2x1Q Rafters @ 16 o.c• from Rafters � �. Header for Bay - Post to 4. i Window Rafters h w . • .ram _-N-': - i! ,> if�.: � � ' Y � TF r. .M tm� ?r>p,s*,+�.'�•.,,::;:.y ,�.., :,a. � L �kM•4z +t�,? ;,a +? '��- ,�, t� +¢'s' -: •dx,_ :.): "j"`3.,..r<.: �` �'y :'rti .L �,.3 rrY 6;L fi�4, � _i 2x10 @ 16"oc in hangers-3/4"T&G plywood underlayment rn - I _ s _ in lCD .,,.....r ... a e. ,.,�, �r�... .- .... is { c"`' .,r,� ... r- .... •v.. ..i c X .., .. .._ ,. ..: ... ..-. ,- ... . a..� ._. � ...:...s��.v c. .. ..d�F..,� .1 t�. 5. .. - .._. '.ia .. Y-..i ":,`a t:U�''�"� A>Ys•',. .. ,s c .-cm. � ,r,..,t . x .•xz _.. ... � y-. r_. _ .. ...._ ±� �.a°'n. •;zu�r" Y -.� .. - .. :e .F <K- ..,.:�.,. .M ,.,mot_ :.._ _ � .. .'z3.^�:ay n z-. .• ��, N-- '<'S H'�`Y`•. _,-. :.-�. .. .a 5. � -.._..- ..__ x,7k:: .� �,.,. ,.- .. ... �...E.. <r+ .w , .. �� ot�e.•b�.t-�6=^� _ ''s .. -...+rc r.. ..-.'�-,,.z,_ ,r, ,' _.. 3" .,_.- �. .s.. .. .. . ., � .,-w .., .,_- .. _ ... - Y� r. .,?" _ ., .,'k. .f_ _. .,. _<. -r ,N _:s'. r. ....x.,, a s,... ,., ,.. _ r -s.. <....t '. .. ...._.�3.: *c_2. .c.z.�. ,..>'Yk.a,,a"?`;:'".__ ... - 4 Post �� i ` , ;: Mt,; \ T1 ABU425 lie. Base x :, 1x4 PT on bottom of Joists IF ,•; x I Ledger-2x10 PT Msa > 7-11 3/4 r { H I �z 1 1I2"PT plywood panels F y 1 Titen HD bolts a :I % § PW� ,� r �_ staggered @ 18 o c. x F dropped into each_bay a VIA r I �a ., Foam insulation �. � `" ! ` i 41f2#�1,33/4' Span 12 9314" , tea•: aft BF24 with Existing Block Foundation 10"Sonotubes Section 2 Section 1 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" � �3 Sue Angus - Steve Whitmore -1391 Hyannis Barnstable Road - Hyannis Massachusetts - Family RoomAddition 1/28/13 - All � .. SYSTEM PROFILE NOTES TOP FNDN. AT EL. 100.7 ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) 1. DATUM IS ASSUMED ACCESS COVER (WATERTIGHT) TO PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE °od 100.0' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2. .MUNICIPAL WATER IS AVAILABLE o 2X SLOPE REWIRED OVER S M INSTALL INLET ,O of/roo �*97.0'± " FOR FIRST 2EL / TEE i ABOVt 3. MINIMUM PIPE PITCH TO BE 1 8 PER FOOT. OUTLET INVERT �O�sh (PROP.) PROPOSED 1-500 2" DOUBLE WA%E? PEASTONE 3 MAX. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO Aweop GALLON SEPTIC 96.45' OR GEOTEX FABRIC H- 10 I_ o 96.7 TANK (H- 10 GAS 94.0 BAFFLE 9-3.8T X93.7 5. PIPE JOINTS TO BE MADE WATERTIGHT. �o� �oc� Ora .' c 93.6T 4' AT SIDES (� SLOPE) �6' CRUSHED STONE OR MECHANICAL 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH c� 80 0.67' 3' AT ENDS MASS. ENVIRONMENTAL CODE TITLE V. COMPACTION.-(15.221 [2]) - $ o 93.0' DEPTH OF FLOW = 4 �� TEE-SIZES: 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER -PURPOSE. INLET DEPTH = 10" 3/4" TO 1 1/2" DOUBLE WASHED STONE OUTLET DEPTH = 14" (19�R SLOPE) (1 x SLOPE) 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. �-�CUS FOUNDATION 12' SEPTIC TANK 25' D' BOX 3' LEACHING 7.6' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED FACILITY_ WITHOUT INSPECTION BY BOARD OF -HEALTH AND PERMISSION SCALE: 1" = 2,000* OBTAINED FROM BOARD OF HEALTH. ALL SYSTEM COMPONENTS 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING ASSESSORS MAP 297 PARCEL 8 SHALL BE MARKED WITH MAGNETIC TAPE OR DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION LOCUS IS IS WP OVERLAY DISTRICT COMPARABLE MEANS FOR BOTTOM TH-2 EL. 85.4 OF -ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO FUTURE LOCATION. COMMENCEMENT OF WORK. LEGEND 11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 100.0 PROPOSED SPOT ELEVATION 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED +100.00 EXISTING SPOT ELEVATION LEACHING FACILITY. 100 PROPOSED --CONTOUR 13. INSTALLER TO VERIFY SOILS AT SITE OF LEACHING 100 EXISTING CONTOUR FACILITY PRIOR TO INSTALLATION OF ANY COMPONENT. 14. NEW SEWER LINE TO BE INSTALLED AT LOCATION AND 4 ELEVATION SHOWN. LICENSED PLUMBER TO VERIFY FEASIBILITY PRIOR TO INSTALLATION OF ANY COMPONENT. INSTALL 45't 40 MIL LINER AS SHOWN PER PLAN R BENCH MARK - TOP OF TOP ELEV. 94.0' SYSTEM DESIGL. BOTTOM ELEV. 90.0' CONC. BOUND EL. = 93.7 __ TEST 1 HOLE LOGS GARBAGE DISPOSER IS NOT ALLOWED 88.90' DESIGN FLOW: 2 BEDROOMS 110 GPD) = 220 GPD ENGINEER: DAVID FLAHERTY, R.S. 9 USE A 330 GPD DESIGN FLOW DON DESMARAIS, R.S.; DONNA MIORANDI, R.S. 5' REMOVAL of UNSUITABLE SOIL 93 SEPTIC TANK: 330 GPD ( 2 ) = 660 WITNESS: REQUIRED AROUND PERIMETER OF DATE: OCTOBER 4, 2006, MAY 4, 2007 (TH-3) LEACHING FACILITY, DOWN TO a 19 1-0 19A 1500 GALLON SEPTIC TANK SUITABLE SOIL LAYER. REPLACE 95 s LEACHING: PERC. RATE _ < 2 MIN/INCH WITH CLEAN MEDIUM SAND. 9'�" LOT AREA & '• 11,543 SF � 2(38.0 + 10.83) (.74) (.58) = 41.9 SIDES: CLASS I SOILS P# 11475 `� P P`l� 38.0 x 10.83 .74 = 3 4 BOTTOM: ( ) 0 .5 =.`~ -3 9 ELEV. ELEV. ELEV. o,`O z M �' 98.5' 97.4' " 97.6' �� TOTAL: » 468 S.F. 346.4 GPD 0 0 p USE 8 QUICK 4 INFILTRATORS WITH 4 STONE AT � SIDES AND 3' AT ENDS FILL FILL FILL �0 9(9 O 10" 97.7' 12" 96.4 33" 94.8' 0 9 A A d 98 BH LS LS S , 1e2- DECK - W S° 3 a TITLE 5 SITE PLAN " 10YR 5/2 10YR 5/2 10YR 5/2 99 EXISTING c of 14 97.3 16" 96.1' 39" / 94.3' B B i00 Q TOP OF FNDN 9L 3 B = ELEV 100•7- � 1391 HYANNIS-BARNSTABLE RD. LS LS LS 2 39" 10YR 5/6 95.2' 10YR 5/6 " 10YR 5/6 i0i rn 3 .� BARNSTABLE, MA 41 94.0 44 93.9 � -� � PREPARED FOR C C C �O� � 3 PERC +� SUSAN ANGUS to FMS FMS FMS ,moo TH-1 DATE: OCTOBER 6, 2006 41 TM-2 REVISED DATE: APRIL 19, 2007 (ADDN, MOVE ST) REVISED DATE: MAY 7, 2007 (TH-3) 2.5Y 6.4 2.5Y 6/4 2.5Y 6/4 •iHoFn�4s ��,•c�oF"',�Ss S� 2� gcti off 508-362-4541 126" 88.0' 144" 85.4' 123" 87.3' 1 t-O3' o� DANIELA. ° pANIEL fax 508 362-9880 NO GROUNDWATER ENCOUNTERED -x x x � x x x x x- � a�� o�LA IL 6502 o No. Scate:1 down cape en gin eerin g, inc. = 20 °�F`�G/sr�� t es ° s�8/0 At G sultvE� C/VIL ENGINEERS MA 0 10 20 30 40 50 FEET LAND SURVEYORS DCE #06-235 APPROVED DATE BOARD OF HEALTH DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street - YARMOUTHPORT, MASS. 06-235 ANGUS.DWG (DDF)