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Home My WebLink About0154 BISHOPS TERRACE - Health 154 BISHOPS 'TERRACE HYANNIS z51- 17�0 �f n c� _-a- �� --� � � �. �- c`6 �� _�� TOWN OF BARNSTABLE LOCATION SEWAGE # VILLAGE ASSESSOR'S MAP & LOT i ` INSTALLER'S NAME & PHONE NO. ,� - )� o'l,'10 Z�,-rr- SEPTIC TANK CAPACITY i_0VZ) C, 4f 1� L: LEACHING FACILITY:(type) NO. OF BEDROOMS _'Z PRIVATE WELL OR LIC WATE BUILDER OR OWNER e 1i- i. 1+ yti y'i q DATE PERMIT ISSUED:_ e � DATE COMPLIANCE ISSUED: �® 7 VARIANCE GRANTED: Yes No v rb s9 Y z Uniformly Loaded Floor Beam(AISC 9th Ed ASD ]Ver: 6.00.5 • . I k By: , on: 09-02-2004 : 09:48:59 AM Project: SALVATOR RESIDENCE-Location: GARAGE BEAM Summary: This analysis was generated by an evaluation version of StruCalc 6.0 A36 W 10x26 x 22.0 FT Section Adequate By: 96.5% Controlling Factor: Moment of Inertia Deflections: Dead Load: DLD= 0.19 IN Live Load: LLD= 0.37 IN=U715 Total Load: TLD= 0.56 IN=U472 Reactions(Each End): Live Load: LL-Rxn= 3218 LB, Dead Load: DL-Rxn= 1661 LB Total Load: TL-Rxn= 4878 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.74 IN Beam Data: Span: L= 22.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Live Load-Side One: LL1= 30.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 5.5 FT Floor Live Load-Side Two: LL2= 30.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 7.0 FT Wall Load: WALL= 0 PLF Live Load Reduction: Average Uniform Live Load: LL_Ave= 30.0 PSF Floor Loaded Area: FLA= 275.0 SF Reduction Based On Total Area: R1= 0.22 Max. Red'n Based On DULL Ratio: R2= 0.31 Max. Red'n Based On Total Area: R3= 0.40 Controllinq Reduction Factor: R= 0.22 Desiqn Live Load With Reduction: LL= 23A PSF Beam Loadinq: Beam Total Live Load: wL= 293 PLF Beam Self Weight: BSW= 26 PLF Beam Total Dead Load: wD= 151 PLF Total Maximum Load: wT= 444 PLF Properties for: W10x26/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 10.33 IN Web Thickness: tw= 0.26 IN Flange Width: bf= 5.77 IN Flanqe Thickness: tf= 0.44 IN Distance to Web Toe of Fillet: k= 0.74 IN Moment of Inertia About X-X Axis: Ix= 144.00 IN4 Section Modulus About X-X Axis: Sx= 27.90 IN3 Radius of Gyration of Compression Flange-+ 1/3 of-Web: - rt= 1.54 IN Design Properties per AISC Steel Construction Manual Flanqe Bucklinq Ratio: FBR= 6.56 Allowable Flanqe Buckling Ratio: AFBR= 10.83 Web Bucklinq Ratio: WBR= 39.73 Allowable Web Bucklinq Ratio: AWBR=• 106.67 Controllinq Unbraced Lenqth: Lb= 0.0 FT Limiting Unbraced Lenqth for Fb=.66*Fy: Lc= 6.09 FT Allowable Bendinq Stress: Fb= 23.76 KSI Web Heiqht to Thickness Ratio: h/tw= 36.35 Limitinq Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controllinq Moment: M= 26832 FT-LB Nominal Moment Strength: Mr= 55242 FT-LB Controllinq Shear: V= 4879 LB Nominal Shear Strenqth: Vr- 38676 LB Moment of Inertia (Deflection): Ireq= 73.27 IN4 1= 144.00 IN4 s � S �J `N 1 V i N s< �f .� Y7 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAI AFFAIRS John Graci DEPARTMENT OF ENVIRONMENTAL PROTECTION DEP Title V Septic Inspector ONE WINTER STREET BOSTON MA 02108(617)292-3500 P.O.Box 2119 TeaTicket,Ma. (508)564-6813 TRUDY COXE Secretary ARGEO PAUL CELLUCCI DAVID B.STRUHS Governor Commissioner SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM 6 %.- .t —p PART A CERTIFICATION 40,/ %' ! Property Address: 154 BISHOP TERRACE RD. HYANNIS Name of Owner SOM VIRK .� Address of Owner: 55 STRAIGHT WAY HYANNIS MA.02601 �` Q Date of Inspection: 4/28/99 Name of Inspector: Please Print JOHN GRACI �r I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000) Company Name: n/a Mailing Address: n/a r Telephone Number: n/a 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 inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems.The system: X Passes The inpection is based on criteria defined in Title V Conditionally Passes code 310 CMR 15.303.My findings are of how the system is Needs Further Evaluati n By the Local Approving Authority performing at the time of the inspection.My inspection does Fails not Imply any warranty or guarantee of the longgevity of the septic system and any of its components useful life. Inspector's Signature: Date:5l7/99 The System Inspector shall ubmit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within thirty(30)days of completing this inspection.If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection.The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. NOTES AND COMMENTS THE SYSTEM PASSES TITLE V INSPECTION.SYSTEM NEEDS TO BE PUMPED NOW AND THEN MAITAINED EVERY YEAR. revised 9/2/98 Page 1 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 154 BISHOP TERRACE RD.HYANNIS Owner: SOM VIRK Date of Inspection:4/28/99 INSPECTION SUMMARY: Check A, B, C, or D: A. SYSTEM PASSES: I have not found any information which indicates that any of the failure conditions described in 310 CMR 15.303 exist.Any failure criteria not evaluated are indicated below. COMMENTS: System passes Title V inspection B. SYSTEM CONDITIONALLY PASSES: Wa 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. Indicate yes,no,or not determined(Y,N,or ND).Describe basis of determination in all instances.If"not determined",explain why not. The septic tank is metal unless 17La e s the owner or operator has provided the system inspector with a co of a Certificate of P P P Y P PY Compliance(attached)indicating that the tank was installed within twenty(20)years prior to the date of the inspection;or the septic tank,whether or not metal,is cracked,structurally unsound,shows substantial infiltration or exfiltration,or tank failure is imminent.The system will pass inspection if the existing septic tank is replaced with a complying septic tank as approved by the Board of Health. Wa Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s) or due to a broken,settled or uneven distribution box.The system will pass inspection if(with approval of the Board of Health). broken pipe(s)are replaced _ obstruction is removed _ distribution box is levelled or replaced Wa The system required pumping more than four times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health): _ broken pipe(s)are replaced obstruction is removed revised 9/2/98 Page 2 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 154 BISHOP TERRACE RD.HYANNIS Owner: SOM VIRK Date of Inspection:4/28/99 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 the public health,safety and 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 ThE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: _ Cesspool or privy is within 50 feet of 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 AND SAFETY AND THE 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 soil absorption system and the SAS is within a Zone I of a public water supply well. _ The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well, _ The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private water supply well,unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,Method used to determine distance nLa. (approximation not valid). 3) OTHER nLa revised 9/2/98 Page 3 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 154 BISHOP TERRACE RD.HYANNIS Owner: SOM VIRK Date of Inspection:4/28/99 D. SYSTEM FAILS: You must indicate either"Yes"or"No"to each of the following: I have determined that one or more of the following failure conditions exist as described in 310 CMR 15.303.The basis for this determination is identified below.The Board of Health should be contacted to determine what will be necessary to correct the failure. Yes No X Backup of sewage into facility or system component due to an 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 1/2 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 n/a. X Any portion of the Soil Absorption System,cesspool or privy is below the high groundwater elevation. X Any portion of a 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 I 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.If the well has been analyzed to be acceptable,attach copy of well water analysis for coliform bacteria,volatile organic ompounds, ammonia nitrogen and nitrate nitrogen. X The liquid level in the SAS is over the invert pipe,is in Hydraulic Failure. E. LARGE SYSTEM FAILS: 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: _ The system serves a facility with a design flow of 10,000 gpd or greater(Large System)and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: Yes No X the system is within 400 feet of a surface drinking water supply X the system is within 200 feet of a tributary to a surface drinking water supply X the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone II of a public water supply well) The owner or operator of any such system shall upgrade the system in accordance with 310 CMR 15.30412).Please consult the local regional office of the Department for further information. revised 9/2/98 Page 4 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 154 BISHOP TERRACE RD.HYANNIS Owner: SOM VIRK Date of Inspection:4/28199 Check if the following have been done:You must indicate either"Yes"or"No"as to each of the following: Yes No X Pumping information was provided by the owner,occupant,or Board of Health. X None of the system components have been pumped for at least two weeks and-the system has been receiving normal flow rates during that period.Large volumes of water have not been introduced into the system recently or as part of this inspection. X As built plans have been obtained and examined.Note if they are not available with N/A, X The facility or dwelling was inspected for signs of sewage back-up. X The system does not receive non-sanitary or industrial waste flow. X The site was inspected for signs of breakout, X All system components,excluding the Soil Absorption System,have been located on the site. X The septic tank manholes were uncovered,opened,and the interior of the septic tank was inspected for condition of baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge,depth of scum.The size and location of the Soil Absorption System on the site has been determined based on: X Existing information,For example,Plan at B4O,H, X Determined in the field(if any of the failure criteria related to Part C is at issue,approximation of distance is unacceptable) 11 5.302(3)(b)] X The facility owner(and occupants,if different from owner)were provided with information on the proper maintenance of SubSurface Disposal Systems. revised 9/2/98 Page 5 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 154 BISHOP TERRACE RD.HYANNIS Owner: SOM VIRK Date of Inspection:4/28/99 FLOW CONDITIONS RESIDENTIAL: Design flow:-440 g.p.d./bedroom Number of bedrooms(design): 4 Number of bedrooms(actual):4 Total DESIGN flow: 440 Number of current residents:4 Garbage grinder(yes or no):NO Laundry(separate system)(yes or no): NQ If yes,separate inspection required Laundry system inspected(yes or no):JLQ Seasonal use(yes or no):JLQ Water meter readings,if available(last two year's usage(gpd): Wa Sump Pump(yes or no): NO Last date of occupancy: n1a COM M ERCIAL/INDUSTRIAL Type of establishment: Wa Design flow: Wa gpd(Based on 15.203) Basis of design flow: nta Grease trap present:(yes or no):JLQ Industrial Waste Holding Tank present:(yes or no): NQ Non-sanitary waste discharged to the Title 5 system:(yes or no):NQ Water meter readings.if available:Wa Last date of occupancy: Wa OTHER: (Describe) n& Last date of occupancy: Wa GENERAL INFORMATION PUMPING RECORDS and source of information: SYSTEM HAS NOT BEEN PUMPED IN THE LAST YEAR. System pumped as part of inspection:(yes or no):NQ If yes,volume pumped nLa_ gallons Reason for pumping: Wa TYPE OF SYSTEM X Septic tank/distribution box/soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no)(if yes.attach previous inspection records,if any) I/A Technology etc.Attach copy of up to date operation and maintenance contract Tight Tank Copy of DEP Approval Other: Wa APPROXIMATE AGE of all components,date installed(if known)and source of information: ORIGINAL SYSTEM IN TH 70'S WITH A NEW PIT INSTALLED IN 1988 Sewage odors detected when arriving at the site:(yes or no): NQ revised 9/2/98 Page 6 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 164 BISHOP TERRACE RD.HYANNIS Owner: SOM VIRK Date of Inspection:4/28/99 BUILDING SEWER: (Locate on site plan) Depth below grade: 1.6.E Material of construction:_ cast iron _40 PVC X other(explain) Distance from private water supply well or suction line: TOWN Diameter: nla Comments: (condition of joints,venting,evidence of leakage,etc.) nla SEPTIC TANK: X (locate on site plan) Depth below grade: V Material of construction:X concrete_ metal_ Fiberglass _ Polyethylene _ other(explain) n(a If tank is metal,list age Is age confirmed by Certificate of Compliance(Yes/No): NO D& Dimensions: L 8'6"H 5'7"W 4'10" Sludge depth: 6 Distance from top of sludge to bottom of outlet tee or baffle: 2E Scum thickness: 6" Distance from top of scum to top of outlet tee or baffle: 6" Distance from bottom of scum to bottom of outlet tee or baffle: 1 ! How dimensions were determined: MEASURED Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structural integrity,evidence of leakage, etc.) SEPTIC TANK AND ALL COMPONENTS ARE STRUCTURALLY SOUND RECOMMEND PUMPING SYSTEM NOW AND THEN MAINTAINED EVERY ONE YEAR. GREASE TRAP: (locate on site plan) Depth below grade: Material of construction:_concrete_ metal_ Fiberglass _ Polyethylene_other(explain) n& Dimensions: nla Scum thickness: nla Distance from top of scum to top of outlet tee or baffle:,nla Distance from bottom of scum to bottom of outlet tee or baffle n& Date of last pumping: n(a Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structural integrity,evidence of leakage, etc.) nta revised 9/2/98 Page 7 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 154 BISHOP TERRACE RD.HYANNIS Owner: SOM VIRK Date of Inspection:4/28/99 TIGHT OR HOLDING TANK: NO (Tank must be rior to,or at time of,inspection) pumped P P ) (locate on site plan) Depth below grade: Wa Material of construction:_ concrete_ metal_ Fiberglass _Polyethylene_ other(explain) n& Dimensions: n& Capacity: nLa gallons Design flow: nLa gallons/day Alarm present: NO Alarm level:jila- Alarm in working order:Yes_No_: MQ Date of previous pumping: Wit Comments: (condition of inlet tee,condition of alarm and Float switches,etc.) Wa DISTRIBUTION BOX: _ (locate on site plan) Depth of liquid level above outlet invert:n& Comments: (note if level and distribution is equal,evidence of solids carryover,evidence of leakage into or out of box,etc.) nLa PUMP CHAMBER: MQ (locate on site plan) Pumps in working order:(Yes or No): NQ Alarms in working order(Yes or No): N_Q Comments: (note condition of pump chamber,condition of pumps and appurtenances.etc.) n& revised 9/2/98 Page 8 of I I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 164 BISHOP TERRACE RD.HYANNIS Owner: SOM VIRK Date of Inspection:4/28/99 SOIL ABSORPTION SYSTEM(SAS): X (locate on site plan,if possible;excavation not required,location may be approximated by non-intrusive methods) If not located,explain: Wa Type: leaching pits,number: 2-1000 GALLON LEACH PIT leaching chambers,number: ji& leaching galleries,number: jaLa leaching trenches,number,length: n& leaching fields,number,dimensions: n& overflow cesspool,number: n& Alternative system: n& Name of Technology: jiLa Comments: (note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation,etc.) THE LEACH PITS ARE STRUCTURALLY SOUND AND FUNCTIONING PROPERLY.THE NEW PIT WAS3/4 FULL AND THE OLD PIT WAS FULL, PUMP EVERY YEA CESSPOOLS: _ (locate on site plan) Number and configuration: nLa Depth-top of liquid to inlet invert: n& Depth of solids layer: n& Depth of scum layer. n& Dimensions of cesspool: n& Materials of construction: n& Indication of groundwater: n& inflow(cesspool must be pumped as part of inspection)nla Comments: (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.) n& PRIVY: _ (locate on site plan) Materials of construction:n/a Dimensions:nla Depth of solids: nLa Comments: (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.) nta revised 9/2/98 Page 9 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 164 BISHOP TERRACE RD.HYANNIS Owner: SOM VIRK Date of Inspection:4/28199 SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent reference landmarks or benchmarks locate all wells within 100'(Locate where public water supply comes into house) n/a ek 4 Q NC� O° t AA 19 A6 ay AC 31 CA 34 QC 5� revised 9/2/98 Page 10 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 164 BISHOP TERRACE RD.HYANNIS Owner: SOM VIRK Date of Inspection:4/28/99 NRCS Report name: nLa Soil Type: Wit Typical depth to groundwater: nLa USGS Date website visited: n& Observation Wells checked: XQ Groundwater depth:Shallow _ Moderate _ Deep _ SITE EXAM _ Slope _ Surface water _ Check Cellar Shallow wells Estimated Depth to Groundwater 12 Feet Please indicate all the methods used to determine High Groundwater Elevation: _ Obtained from Design Plans on record X Observed Site(Abutting property,observation hole,basement sump etc.) _ Determined from local conditions Checked with local Board of health _ Checked FEMA Maps Checked pumping records _ Checked local excavators,installers X Used USGS Data Describe how you established the High Groundwater Elevation.(Must be completed) USGS MAPS AND CHARTS AND VISUAL revised 9/2/98 Page 11 of 11 - 1'-0' IlyO° 14i_Do N S I • 01 .LX 3�4 • � 111� I b 14'_0" w i t t N N ga I All, A u , • w 4 2 z tzi e �4 3 a , o 2n 25'_0" 26'_W D D PROJECT mZ ` SALVATOR RESIDENCE G1bDZooj<S TEM GRAPHICS 154 515HOP5 TERRACE HYANN I5,MA • 10 SEABOA4ZD LANE HYANNIS, I"-A 02601 PLANS PHONE: 508-7-5,6651 ,�s 0j. • 1 O g::. I a 0 o i o v 1 MATCH EXISTING 26l_0" i - A o"' MATGN EXISTI �_ ——-——— s — , -t,,r- i Ili j I VIN li > 9 c I C i .. 9� tit I I I . ii ��i► `c I I tll_On I I kr w " P o I I, � 1 1 env t j I 10 L—J MATGN EXISTING o � . I s I I ao I `kl I ,it z Z i 261_011 LMATGN EXISTING D d PROJECT: - - SALVATDR RESIDENCE m GVADZ00k9HITECTURAL GRAPHICS 154 815NOPS TERRACE NYANNIS,1"1A - { _ 10 SEABOARD LANE HYANNI:S, I!A 02oa N O s W PLAN / SECTIONS PHONE- 08-77 —6631