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HomeMy WebLinkAbout0051 SEAN'S CIRCLE - Health 51 SEANS CIRCLE, CENTERVILLE A = 170 057 S/u Ate° UPC 12534 No.2_ 153LOft '�,T HASTINGS, MN • TOWN OF BARNSTABLE IJOCATION S� �"`�^'is �""�-� SEWAGE # VJ,LAGE (245r ASSESSOR'S MAP & LOT /70 "S�-org INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 2- sbo �'""'° e`' (size) NO. OF BEDROOMS 3 BUILDER OR OWNER T°`'t'a �'� 670'E6L,5 rJ A PERMITDATE: Z Z �� COMPLIANCE DATE: 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 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 A 33 � Z / 3 • �Fla;L It l No. / v ` Fee ; / THE COMMONWEALTH OF MASSACHUSETTS Entered in omputer:_77 / PUBLIC HEALTH-DMSION - TOWN OF BARNSTABLE;MASSACHUSETTS Yes 9ppIication for Vsposar *pstem Construction permit Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. Assessor's Map/Parcel l7 p - ps 7 - p 1 q 50 N-.j e,,-r d[LC,S4- Installer's Name,Address,and Tel.No. -2) � P-4 fe Designer's Name,Address,and Tel.No. � / f3i 9 g�- oL 6s g /Yeti�..`�,.► ,%•Avg 7 u`�ec� v 3 Type of Building: dug-3q0 —01Y7y Dwelling No.of Bedrooms 3 Lot Size 16 /o d sq.ft. Garbage Grinder( ) Other Type of Building R•`s' �'T'a� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 U gpd Design flow provided ? O gpd Plan Date ////b�� a Number of sheets Z- Revision Date Title ��a�'4t J v`o .1 �-.0-7 e_ �,1 t'/,j- S! ,fL ,,— J C I Size of Septic Tank /000 6404_"_j Type of S.A.S. Z ' S°° �`�`' G�%� ►w C�i�^o�u.. Description of Soil C. L,4 — 9 7- u 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 Certificate of Compliance has been issued by this Board of Health. /, ) igned l/V Date 2- Application Approved by Date Application Disapproved by Date for the following reasons Permit No. , 0 Q Date Issued 20 No. / i Fee Entered in om uter: THE COMMONWEALTH OF MASSACHUSETTS „w p - Ye� PUBLIC HEALTHa iviS ON - TOWN OF BARNSTABLE ITV ASSACHUSETTS 2pplicatioil for Misposal Epstein Construction 3permit Application for a Permit to Construct( Repair( ) Upgrade( ) _Abandon( ) ElComplete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. .57 S-60" S C, ,cc (,' tiii ✓,Li Assessor's Map/Parcel 1-2 O -'0S• 7 _ o , 3 So I .� �a7 c S,1 `f�, Installer's Name,Address,and Tel.No. -D&, Designer's Name,Address,and Tel.No. � < (3i L 3 ia 7- - of 6s 9 A d ti /� S Type of Building: qU- Dwelling No.of Bedrooms '3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building IZ.`S' `' ` No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 U gpd Design flow provided 3 U gpd Plan Date Number of sheets 2- Revision Date , Title �n o I^ J r_c .��S-r1 uj-F"4 - S/ f( n^, C r c L`- Size of Septic Tank Joao 6,z<<-i TypeofS.A.S. Z - Sao G�� ��� C �c•�, , C'c+A.; ? Description of Soil 7. o Nature of Repairs or Alterations(Answer when applicable) LfN 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 Health. igned W Date Application Approved by Date g l Application Disapproved by Date for the following reasons Permit No. C 2 �-O R � Date Issued --- ---------- ��� V /` - '� ?" THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,,that the On-site Sewage Disposal system Constructed( ) Repaired Upgraded( ) Abandoned( c-1 -7,- at 5_1 Jc n,- S has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. - / -001 dated ( � ! Installer /yo -4 Designer (5-N ,-t `% i<I" • w,CZ i�-5 #bedrooms Approved design flow 3 3 U gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date ( ! /t/'U Inspector )()"P r !1 ry /i'r ----------------------------^^----��--------------------------------------------------------------------------------------------------------- No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS misposal *pstem Construction permit Permission is hereby granted to Construct( ) Repair(x Upgrade( ) Abandon( ) System located at .S- f S L_ t- G AJ 7-r .✓ ,L k. Lam' and as described in the above Application for Disposal System Construction Permit. The applicant recognized 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 thi`permit. Date / / Approve d�by 04/15/2011 14:42 5084775313 ENGINEERING WORKS PAGE 01 Town of Barnstable isRegulatory Services WL Thomas F.Geller,Director Public Health Division Thomas McKean,Director 200 Mate Street, Hyannis,MA 02601 Office: 500"62-4644 Fax: $08-790-6304 Date: 1 Sewage Permit# - Assessor's Map/Pareel lid as7 U 1ct Installer&Designer Certifieatioa Form Designer: En g?vxe�"�c� We rL�l S 1+nC Installer: Address: tZ Address: - MA y On Ncrr r� 10-1✓,'44 was issued a permit to install a (date) (installer) septic system at .�/ -�t `� l,r �^kr r� Ltbased on a design drawn by (address) dated ] 1(f )1 o (designer) C7/- I certify that the septic system referenced above was installed substantially according to the desi which ma include minor approved changes such as lateral relocation of the distribution box and/or septic tank. St mop ut (if required) was inspected and the soils were found satisfactory. I certify that the septic system, referenced above was installed with Major changes (i.e. greater than 10' lateral relocation of the SAS or my vertical relocation of any component of the septic system)but in accordance with State&Locaf Regulations. Plan revision or certified as-built by designer to follow. Stripout(if required) ed and the soils were found satisfactory. OFR{gs PETER T. p to er's i WENTEE $n ) CIVIL «a ,�No.35100 C ��.��.�Q19Tir�'��y�tik• SS 6 (Designer's Signature) (Affix Desi ere) EASE RETURN TO B LE PUBLIC HEALTH DMSION. CERTIFICAU OF COMPLIANCE BE ISSUED THIS FORM AS- BUILT CARD ARE RECEIVE X THE BARNSTABLEFIMLIC HEALTH DrVTSION. THANK XOU- gAoff=formaWesipw cmti.6catior,form.doc of�Bar amble m ' Department of.Regulatory Services '. PubC Health Dision Date. Lo C r �Id ihP A• 200 Mam Sheet Hyannts'MA 02601 _ t Date scheduled v,.__ Time U Fee Pd.` t o 0 ad . Soil Suitability Assessment for Sewage ispo:sal Performed By: Witnessed:By: shv� w J n l� LOCATION,&GENERAL INFORIVITIQN LocatronAddress S/ Owner'sN�tne- a Sc:4.r s:Cr�CtP§ r Address S/ Assessors Mapfl'arcel 74!e 5 7;6 /9 Engineer's Name NEW CONSTRUCTION - It eS -Telephone# Land Use G� (, �` 7 Slopes-(%) ' 2 - Surface Stones ��rl—�: Dlstanee9 from:. .Open Water Body - � ft Possible.Wet Area ft Well t ft :Dunk mg:Water Drainage Way. (,'C/ ft Property U. . . � ft ..:Other name,dimensions of<lot;exact locations of iest'holes&-perc,tests,locate wetlands n prozirruty to!toles) 2 1 - .5gA OJ S / L(J Parent materiaf:(geologtc) .�) Depth to Bedrock N1� Depth to Groundwater. Standing Water in Hole: CIA Weeping from Pit Fita� ("1 Estimated Seasonal High Groundwater 1 DETERMINATION FOR.SEASONAL'HIGH WATER"'TABLE Method used. Depth.ObservedAstauding4n obsr hole:- - In Depth to Sall mottles 3 - - in .. Depth to weeping from side of obs.hole: Is, l3raundwater AdJustment ft Index Well# Reading Date: Index Well level„ Adj tketor, �� Ai(1.'drtlufldw4teP LeYp1,� PERCOLATION TEST i t� Time Observation _ Hole# Tfine at 9" J"CX C. (J✓1 .....�..Depth of Perc;; � ZM; Time-at`" ' fMC .Start Presoak Time® End Pre-soak Rate Mini lucl Site Suitability Assessment Site Passed Sitc-Failed: Additional Testing Needed Original: Public Health Division Observation Hole Data To Be Completed on Back- ***If percolation test is to be.conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEMOPERCFORM.DOC DEEP OBSERVA`TTON HOLE LOG Hole# ._ Depth from.'. So11:Horizoa So�I TeXtun SailsColor Soil Ather Suifa-ce Un);; (USDA) (MunseU) ttlidg (Btru Mo cture,Stones,Boulders. - n Sc z�s'Y s� D1EP OB�SIJRVATION HOLE'T�OG ` Hole# 'Z— M,th from Soil Horizon Soil Texture Soil Color ,_.Soil. Other Surface(inJ (USDA) (Mansell) Mottling (Structure,Stones,Boulders -- ..r ly DEEP OBSERVATION HOLE LOG _ Hole# Ue th from:. Sotl Horizon Soil Texture. Soii.Colors Soil Other. P Surface(tn.) (USDA) (Munsell) 1 1 9 Mottling (SWcture,Stows,Boulders. DLI >?�OBSERVATION ROLEVOGI Hole# Depth,from Sotl Horizon Sail Texture Soil(USDA) Soll Other Surface(tn.) (USDA) dolor. Mottling (Structure,Stone§�BCom 7777777 oulders. 77 i 777777 Flood Insticance Irate RI Atlave 500 year flood'boundary;' No Yes yc ,.. Within 500 year`boundary No Yes.._.;, - Within LOO year flood`bonndary No Yes'' Dep'f) of Naturally Occurrinf;Pervious=Material r' 17oes�atltt: Slfour fetFof naturallyoccurnngpervlous aterial..tsicist in all areas:observed throughottt�t�he ateawproposed for the soil absorption system? If not,what'is the depth of`naturally occtitring pervi material`? Certiffication (� I certif'If t on ��m ✓✓ (date)Lhave pass9 6ed the:soil evaluator examination approved l�yAthe3 Department' tal Protection and that the above analysis was performed by>me contistent with the regtitred trai ,expertise:and experience desenbed`in 10 CMR=15 017: . Datb Stgriature Q\SEP 1'IC�I'ERCf C RM:DO TOWN OF,BARNSTABLE OCATION SCA^3 CliG SEWAGE# VU.LAGE C.e�1lirVAL ASSESSOR'S MAP&LOT 110 OS7-01ei INSTALLER'S NAME&PHONE NO. 1 SEPTIC TANK CAPACITY GA I . LEACHING FACILITY: (type) (size) (n)( 4- NO.OF BEDROOMS v� BUILDER:OR.OWNER PERMTTDATE COMPLIANCE''DATE: P Se oration th Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by AG Q 0 3 A3- 3y M 31 COMMONWEALTH OF MASSACHUSETTS �V EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIR �r DEPARTMENT OF ENVIRONMENTAL PROTECTI ilk O 7Q ~ ONE WINTER STREET, BOSTON MA 02108 (617)292-5500 y ,99 O O'� w A* J' r UDY COXE Secretary ARGEO PAUL CELLUCCI DAVID B.STRUHS Governor Commissioner SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Property Address: 51 Seans Circle, Centerville, MA Name of Owner: Ma;i Cotellessa Address of Owner: Same Date of Inspection: May 14, 1999 Name of Inspector: (Please Print) lames M. Ford I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000) Company Name: lames M. Ford Mailing Address: P.O. Box 49, Osterville, MA 02655-0049 Telephone Number: (508)862-9400 Map: 170 Parcel: 057-019 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: ✓ Passes Conditionally Passes Needs Further Evaluati n y the Local Approving Authority 'Is Inspector's Signature: Date: May 19, 1999 The System Inspector shall subrnA 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 revised 9/2/98 Page 1 of 11 Printed on Recycled Paper I - SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 51 Seans Circle, Centerville, MA Owner: Mary Cotellessa Date of Inspection: May 14, 1999 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: 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. 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 the owner or operator has provided the system inspector with a copy of a Certificate of 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. 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 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 2ofII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 51 Seans Circle, Centerville, MA Owner: Mary Cotellessa Date of Inspection: May 14, 1999 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 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 AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet to a surface water supply or tributary to a surface water supply. The system has a septic tank and soil absorption system and the SAS is within a Zone 1 of a public water supply well. The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well. The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private water supply well,unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. Method used to determine distance (approximation not valid). 3) OTHER revised 9/2/98 Page 3ofII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 51 Seans Circle, Centerville, MA Owner: Mary Cotellessa Date of Inspection: May 14, 1999 D. SYSTEM FAILS: You must indicate either "Yes" or "No" as 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 Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or ciogged 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 1/2 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped_. Any portion of the Soil Absorption System,cesspool or privy is below the high groundwater elevation. Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy is within a Zone 1 of a public well. Any portion of a cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. If the well has been analyzed to be acceptable, attach copy of well water analysis for coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. E. LARGE SYSTEM FAILS: You must indicate either "Yes" or "No" as to each of the following: The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10,000 gpd or greater(Large System)and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: Yes No 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 The owner or operator of any such system shall upgrade the system in accordance with 310 CMR 15.304(2). Please consult the local regional office of the Department for further information. revised 9/2/98 Page 4ofII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 51 Seans Circle, Centerville, MA Owner: Mary Cotellessa Date of Inspection: May 14, 1999 Check if the following have been done: You must indicate either "Yes" or "No" as to each of the following: Yes No ✓ _ Pumping information was provided by the owner, occupant,or Board of Health. ✓ _ None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. ✓ _ As built plans have been obtained and examined. Note if they are not available with N/A. ✓ The facility or dwelling was inspected for signs of sewage back-up. ✓ _ The system does not receive non-sanitary or industrial waste flow. ✓ _ The site was inspected for signs of breakout. ✓ All system components,excluding the Soil Absorption System, have been located on the site. ✓ The septic tank manholes were uncovered,opened, and the interior of the septic tank was inspected for conditions 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: ✓ information. For example,_ Existing r Plan at B.O.H. ✓ _ Detemvned in the field(if any of the failure criteria related to Part C is at issue,approximation of distance is unacceptable) [15.302(3)(b)]. ✓ _ 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 5ofII L SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 51 Seans Circle, Centerville, Mil Owner: Mary Cotellessa Date of Inspection: May 14, 1999 FLOW CONDITIONS RESIDENTIAL: Design flow: 110 g.p.d./bedroom. Number of bedrooms(design): n/a Number of bedrooms(actual): 2 Total DESIGN flow n/a Number of current residents: 4 Garbage grinder(yes or no): No Laundry(separate system) (yes or no): No ; If yes, separate inspection required Laundry system inspected(yes or no): No Seasonal use(yes or no): No Water meter readings, if available(last two yearg,usage(gpd): 1998-101,000 gals.: 1997-93,000 gals. Sump Pump(yes or no): No Last date of occupancy: Currently occupied COMMERCIAL/INDUSTRIAL: Type of establishment: Design flow: Rpd(Based on 15.203) Basis of design flow 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: OTHER: (Describe) Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: Pumped in 1997-per owner. System pumped as part of inspection(yes or no): No If yes, volume pumped: gallons Reason for pumping: TYPE OF SYSTEM ✓ Septic tank/distribution box/soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no) (if yes, attach previous inspection records, if any) I/A Technology etc. Attach copy of up to date operation and maintenance contract Tight Tank Copy of DEP Approval Other APPROXIMATE AGE of all components,date installed(if known)and source of information: November 20, 1979 per as built card. Sewage odors detected when arriving at the site: (yes or no) No revised 9/2/98 Page 6ofII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 51 Seans Circle, Centerville, MA Owner: Mary Cotellessa Date of Inspection: May 14, 1999 BUILDING SEWER: _ (Locate on site plan) Depth below grade: Material of construction: _cast iron _40 PVC _other(explain) Distance from private water supply well or suction line Diameter Comments: (condition of joints, venting, evidence of leakage, etc.) SEPTIC TANK: ✓ (locate on site plan) Depth below grade: 8" Material of construction: ✓concrete _metal _Fiberglass _Polyethylene _other(explain) If tank is metal, list age_ Is age confirmed by Certificate of Compliance_(Yes/No) Dimensions: 8'6" x 4'10" x 5' (1000gal.) Sludge depth: 5" Distance from top of sludge to bottom of outlet tee or baffle: 28" Scum thickness: 8" Distance from top of scum to top of outlet tee or baffle: 4" Distance from bottom of scum to bottom of outlet tee or battle: 10" How dimensions were determined: Measuring stick 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.) The baffles were present. The liquid level was even with the outlet invert. There were no signs of leakage. Recommend pumping of system. GREASE TRAP: None (locate on site plan) Depth below grade: Material of construction: _concrete _metal _Fiberglass _Polyethylene _other(explain) Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: 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.) revised 9/2/98 Page 7of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 51 Seans Circle, Centerville, MA Owner: Mary Cotellessa Date of Inspection: May 14, 1999 TIGHT OR HOLDING TANK: None (Tank must be pumped prior to, or 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: Alarm level: Alarm in working order: Yes_ No s Date of previous pumping: Comments: (condition of inlet tee, condition of alarm and float switches, etc.) DISTRIBUTION BOX: ✓ (locate on site plan) Depth of liquid level above outlet invert: 0" Comments: (note if level and distribution is equal, evidence of solids carryover, evidence of leakage into or out of box, etc.) The box was level and there were no signs of solids or leakage. PUMP CHAMBER: None (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.) revised 9/2/98 Page 8ofII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 51 Seans Circle, Centerville, MA Owner: Mary Cotellessa Date of Inspection: May 14, 1999 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan, if possible; excavation not required, location may be approximated by non-intrusive methods) If not located, explain: Type: leaching pits,number: 1 -6'x 6' leaching chambers, number: leaching galleries, number: leaching trenches,number, length: leaching fields, number, dimensions: overflow cesspool, number: Alternative system Nate of Technology: Comments: (note condition of soil, signs of hydraulic failure, level of ponding, damp soil,condition of vegetation,etc.) There were no signs of failure. The bottom to grade was 8'6". CESSPOOLS: None (locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater: inflow(cesspool must be pumped as part of inspection) Comments: (note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation, etc.) PRIVY: None (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments: (note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation,etc.) revised 9/2/98 Page 9ofII V SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 51 Seans Circle, C.'enlerville, MA Owner: Mary Cotellessa Date of Inspection: May 14, 1999 Map: 170 Parcel: 057-019 SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two pennanent reference landmarks or benchmarks locate all wells within 100' (Locate where public water supply comes into house) St rl5 CtrC� r3 At - �3 3i - a: 3 Al " 3y f33 _ 3� A- _ yy revised 9/2/98 Page 10of 11 r SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: SI Seans Circle, Centerville. MA Owner: Mary Cotellessa Date of Inspection: May 14. 1999 NRCS Report name Soil Type Typical depth to groundwater USGS Date website visited Observation Wells checked Groundwater depth: Shallow. Moderate Deep SITE EXAM Slope Surface water Check Cellar Shallow wells Estimated Depth to Groundwater 20+/- Feet Please indicate all the methods used to determine High Groundwater Elevation: Obtained from Design Plans on record 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 Check local excavators, installers ✓ Used USGS Data Describe how you established the High Groundwater Elevation. (Mast be completed) Using the Barnstable topographic and water contours maps, the maps were showing approximately 20' +/- to groundwater at this site. The adjusted high groundwater level for this site (MI W 29, Zone D, April/99)was 3.8'. This report has been prepared and the system inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees, either expressed, written or implied, relating to the system, the inspection and/or this report. revised 9/2/98 Page 11 of 11 L 0 C A T IONS-� S E A G E PE R Nil T N0. * 2-o7 40 C//ZGZ-C VI LAGE INSTA LLER'S NAME i ADDRESS l>�r"D2lti0 -P1 L e U I L D E R OR OWNER J, r1 GATE PERMIT ISSUED p-/3 71Z DATE COMPLIANCE ISSUED�Z/_ao - 72 o �..F ,.�� �� 0 �� h� �� � �� - No.._........ ••- -- F�s......rr � . THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town Barnstable ....................._....................OF.....................I——........... ................................................................ App ira#ilan for Dhgp ra al urk�i Ton rnrtinn ramit Application is hereby made for a Permit to Construct ( X) or Repair ( ) an Individual Sewage Disposal System at: _Lot 46 Sean's Circle,t__.C.enterville .............. .. ...... -- --... ........... .....-•- `( �p Loc tio�n.AddreLs,�s A A. Z Lot.No. ....Ka.... !:.)1..1-.a.................................. .. 1'i ................................................... ddress a .......... � ®.�.1-t'An--••-•-•--••..�� ..1�- ER ........ .....�NK JKA�T'N L ................................................. Installer Address 16 l�� d Type of Building Size Lot.._.--._..i__________.......Sq. feet Dwelling' No. of Bedrooms-__........................................Expansion Attic ( ) Garbage Grinder (n0) Othef'—Type of Building ............... No. of ersons...._................-_.-__. Showers — Cafeteria C4 YP g ------------- P ( ) ( ) p' Other ures ......................... - 7 W ..Design Flow............................................gallons per person pelt da . Total dail flow--.-..._.......RP.................. il W Septic Tank—Liquid'capacity.a. QQgallons Length-_-_......6.. Width...V 1�.-W ....... Depth..�k_._�_.... x Disposal Trench—No.....................xWidth.................... Total Length.................... Total leaching area...... .___...______sq. ft. Seepage Pit No..........)L-------- Diameter......10....... Depth below inlet......_6 t....... Total leaching areaz6�--_----.--sq. ft. Z Other Distribution box (X) Dosing tank ( ) '-' Percolation Test Results Performed b}%ap ...COd...SUY'Vey12021SU1tcl2ltSDate...7�lbinone Test Pit No. 1...2..........minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.-- x ----•-•••-----•-----•---------•----•--...................................................................e.....-•••----.....--• ��e... ._. ss9c� O Description of SoiiQ,.m�•t5_..1Oc'imx_k.5-2.? Subsoil, 2.5-9-.0..med....sand; a= fne..sand. .. ................................................... g ReNw�cx tiNri U •-•...... iz.--•----•-•$:-------- W ....................................... - -------•-----•--- •-•---•------- u-----GNAPMAN_. v x C �'p�N--:27---- �Q U Nature of Repairs or Alterations—Answer when applicable_-__-_-- - ---__ - --- ----...... . Agreement: FSS70NAL ENS The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accor a ith the provisions of iIT?.; 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Sign 0 --•-• ----------------••-•------------------------......----------•-. ................. Date Application Approved By._...._ ._..._...�..._--•--_ �...... �V Date ..--- Application Disapproved for the following reasons---------------------------------------------------------------------------------•-------------------------•-••-- ....................•----••--------•------------------------•-------•--•••••-•--•--.........----.............•------•---•-•---------•----•-•••-----•--•-•---•---------------•••--•-------••---......... Date k PermitNo......................................................... Issued....................................................... Date No........................ - Fims........ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town Barnstable ....... ................................OF.....-..........-:....................................................................... Applira#ion for Bhgpoii al Works Tomitrurtion .eranit Application is hereby made for a Permit to Construct (x) or Repair ( ) an Individual Sewage .Disposal System at: Lot 46 Sean!s Circle,, . entprv3lle................................... ............... • ..................._. ................--- ...... .......... Loc ti�onn{-Address (� T]�R Lot No. ....... '"'`►��.lsa .-._JL=�.s_... ..1 ...L. ................................... . �•_� ..1.!'?..`� ._._...........----.._........._.......... ..__..... .... ..._... ........-_ Owner " Address W ..........Y ���. Installe4 ......... dress---••��---____.©......--^--•-•--.... Type of Building Slze Lot..___...a_�: ._.........Sq. feet U Dwelling—No. of Bedrooms....._3...................................Expansion Attic ( ) Garbage Grinder (110) aOther—Type of Building ............................ No. of persons............._-------------- Showers ( ) — Cafeteria ( ) OtherALKtures .....•-••-•-••-•--••----•------•-•-•---••••••-•••-••---•-•••••--••••-•-•••••••--------------•----•-••-•••---•-•------•----•-------••--•••-••----••--- WDesign Flow..............................................gallons per person per day. Total daily flow...............3-39....................gallons. WSeptic Tank—Liquid capacitylQQo gallons Length...........:... Width...V...0 n Diameter..........-..... Depth._ s".-- x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No----------- Diameter-----19......... Depth below inlet.......6 ........ Total leaching area26.7..........sq. ft. Z. Other Distribution box (X ) Dosing tank (4 ) j/ Percolation Test Results Performed bq.Ape..Cad_•Survey Consultants Date_..71__�•6/7 ............. a . Test Pit No. I...?...........mmutes per inch Depth of Test Pit--- 2............ Depth to ground water none Test. Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water..... �`�N OF6 •-•------•-•-------•-•••••-•--••-••-•----•---......---•••........................................................................... .---•....... 9c O Description of Soi �Q"©t .__!O&I1it...Q,5" �5 subsoil. 2.5!--�.© 1�8d. �a�'1�� �i RENWICK yc A� _._. _.__. �.. __________ O ..--.--._.•-•.---•--•------- --�---.� 2.0-_ffi@d-.-_t4--.f�.T}e•-$e�ld.•.-••------------ ----------------------------------- _...._.._ e> --•-BftAt'RIIAN y W --------•-----------------------------•-••-•-........--•------.....•••--•---•---•-----------------•-=---•--•------------•-------•----.....................••... . -----..--- N���654. -.o 'A O UNature of Repairs or Alterations—Answer when applicable......... ___ ______________� ------ _..__..._..... � FG� ������e -----••-•--•------------------•••---•••--•••••••-•----------••-•••-••••••••-•--••••••--••------•-••-•-••--•-•- .. s' A�Ai ENS'\ Agreement: The undersigned agrees to install the aforedescribed. Individual Sewage Disposal System in accordance with the provisions of TITLE: 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Sig7d...................................................................................... ................................ ' Date Application Approved By..... ..:..r.....`•----------`----��/..... ............... ---`f.:.- =T.... . t/ Date Application Disapproved for the following reasons-.....................................-------------------------------•---------------------------------•---._... -----------•---••---------------------------------------•---------------------------•--•------•-------------------------•-••---•----------•------•------••--.................................. Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............�C Ao. tJ........OF... ••••-•.............................. Tatifirtt#.e of Tontph atta THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed:( or Repaired ( ) by...... ------------------ -- ...---•-------------••---_...- -= •--.....•-•-•-•---••...-._......._ ? t Installer `- at-:-.....L:o�T-- ........ .. _1. _1. ._�...._:C� lT.F.�I��.L�l_� has been installed in accordance with the provisions,of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.M!::�_ --C.................. . ..___.._.__.._.. THE ISSUANCE OF THIS CERTIFICATE SMALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. �ry _. Ins ector .----•--:..... i ..y� �. . DATE......�' ?•�!----�-�--•.........................:.......... P ` �- - --�. -�_........._...................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �> ..........OF..�..C�. 1\C.MCz> JNY.a.1.e............................... No.... ........ FEE., �L..:":....... Disposal Work,5 Cnonstratr#ion ramit �E7 0 21 No Permission is rely granted _?............ to Construct (Vor Repair ( ) an Individual Sewage Disposal System- at No.�--------�---._SEAIJ_.5..�.1.ZCJU-._ ...CF_V1MF_k_V_I.l_LE..---------•------.................... ....................... Street as shown on the application for Disposal Works Construction Permit/No________....... Dated_. _:1_.._... .................. � . Board of Health DATE. 7.. ..... '................................................. FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS - r LEGEND N �a — EXISTING CONTOUR Qo�� LOCUS x 100.98 EXISTING SPOT GRADE ���r ��ans c 6 --O•H;N—OVERHEAUND WIRES a 0 VI/ EXISTING WATER SERVICE Ames Way N er. � TEST PIT a° a efs IBENCHMARK °th .ILL Jth. 1 o TOrQmpe Rd G7 EXISTING SEPTIC TANK 28 N (TO REMAIN) Route �a TOP OF TANK, EL.=101.16 eye 1NV.(OUT)=99.83t westmtnster Rd G°�c ie EXISTING LEACH PIT LOCUS MAP NOT TO SCALE TO BE PUMPED & FILLED W/SAND AND ABANDONED Ben chm ark Set OUTSIDE BULKHEAD CORNER EL.=102.64 (Assumed datum) 97.55 P,`b N 76*15'33" W .............. .. 115.00' // +•iC11.52.. .... 00 / x 98.68 j : SHED l - GA RDEN 23' ~l 3>2' ,} ; ,� TP-1 �p x 100r1 �... ........+ 101,06 101.93 _o / cNnGN :�'1 iQL /99.92 �: t / 102,21 / + t'O. O :f c S98.65 : . i .. , ' "j x 101.66 L__— �•— / O m: t / t 98.27: / /� + / �s' DECK 1 2.30 1 / 102,64 ver on _� Z � I o ' _ — •• —»--. �_, _ __ N o_ _ i '�� _ - - 101.88 p. 1 t:�a°' j l01,25 y EXISTING . o i- I 98.02 1 HOUSE(#51) T.i/ I 0.F=103.3f U) m Paved 01.86 06 � Driveway t 101,04� FLAG PILE + 101.82 //'cF 100,37 /0' x 101,68 x 101.98 ' 101, 2 4 (LOT 46)/ 100,85 APN_ 170-057-019 100,5 100.82 0 16,100 S.F.f / �P a• ........ 100.91 : x 101,68 CL + '. + v SHRUBS ' \\�•1 100:34 O�• 9 9.9 5 .. _-- 100.69 100.46 101.12 N rIII v—Qi—---- II set 99.74 S 1761533" E spke O 98.86 99,12 edge 99.41 of Pave mentO 100,5 t or 1 0 51�� s SEAN S CIRCLE10- MAssq�y 1 o PETER T. s o MCENTEE — ---- C> CIVIL No. 35109 3 ,2sts, DECK A��F R£G/S1E�``O F OALE ' over an •�l 1 �I 1 f Q Il Y \Yl PROPOSED SEPTIC SYSTEM UPGRADE PLAN HOUSE(#5 ES #51) 51 SEAN'S CIRCLE, CENTERVILLE, MA T.O.F.=103.3f Prepared for: John Cotellessa, 51 Sean's Circle, Centerville, MA 02632 Engineering by: SCALE DRAWN JOB. NO. Engineering Works, Inc. 1"=20' P.T.M. 227-10 S.A.S.LAYOUT 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 1 1/16/10 P.T.M. 2 Of 2 J NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:97.0 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET PROVIDE ONE ACCESS MANHOLE (MIN) WITH RISER AND SET TO 6" OF FINISH GRADE. INSTALL WATERTIGHT RISER & TO WITHIN 6" OF FINISH GRADE T.O.F. PROVIDE ACCESS TO GRADE OVER OUTLET COVER COVER SET TO 6" OF GRADE (2 ACCESS MANHOLES ARE RECOMMENDED) EXISTING F.G. EL: 100.3(MAX.) F.G. EL.=101.8t � F.G. EL: 100.1t MAINTAIN 2% GRADE (MIN.) OVER S.A.S. .t L = 32' L = 13'(MAX.) ® S=1% (MIN.) ® S=1% (MIN.) 4"SCH40 PVC 4"SCH40 PVC 6" ��"I 6 BBaaaBa 14" a6aaaaa EXISTINGIVa 48" LIQUID aaaaaaa LEVEL ADD 4'Z 5.2' 4' GAS BAFFLE INV.=97.67 PROPOSED INV.=97.50 INV.=99.83t D-BOX EFFECTIVE WIDTH = 13.2' EXISTING INV.=96.50 2-500 GALLON LEACHING CHAMBERS EXISTING SEPTIC TANK SURROUNDED WITH STONE AS SHOWN H-10 RATED TOP CONC. ELEV.=97.3 NOTES: BREAKOUT ELEV.=97.00 INV. ELEV.=96.50 seas ease 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE aaaaa 660 0 13 66aa aaaaa INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=94.50 2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE ON 1 , 4' 1 2 X 8.5'=17.0' 4' A MECHANICALLY COMPACTED SIX INCH CRUSHED STONE 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 25.0' BASE, AS SPECIFIED IN 310 CMR 15.221(2). T.P. EXCAVATION OR G.W. ;l3) INSTALL INLET & OUTLET TEES AS REQUIRED. NO G.W., EL=88.2 LEACHING SYSTEM SECTION - 4) CONTRACTOR SHALL INSPECT EFFLUENT FILTER ON _ OUTLET TEE AND REPLACE IF NECESSARY. 3/4" TO 1-1/2" DOUBLE WASHED STONE 3" LAYER OF 1/8" TO 1/2" SEPTIC SYSTEM PROFILE DOUBLE WASHED STONE (OR APPROVED FILTER FABRIC) N.T.S. KE3E3EE3EaE3E3E3E3E3E3Ea3 ® ® ®®® w 33" ®®® ®®®®®GENERAL NOTES: N z 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 102'� z OF THE STATE ENVIRONMENTAL CODE, TITLE .V, AND ANY APPLICABLE - LOCAL RULES AND REGULATIONS. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 4" KNOCKOUT DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 20" DIA. COVER FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 4" KNOCKOUT / 4" KNOCKOUT 62" 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 0 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 4" KNOCKOUT 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. THERE ARE NO PRIVATE WELLS WITHIN 150' OF THE PROPOSED S.A.S. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 500 GALLON CAPACITY, H-10 LOADING AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. CHAMBERS 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. SOIL 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS LOG- IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND DATE: NOVEMBER 15, 2010 (REF# P-13,127) -_REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE SOIL EVALUATOR: PETER McENTEE (SE#1542) INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. WITNESS: DAVID STANTON-HEALTH AGENT Elev. TP- 1 Depth EIeV. TP-2 Depth 100.0 0" 99.7 0" 99.0 FILL 12" 99.0 FILL 8" DESIGN CRITERIA SANDY LOAM SANDY LOAM 98.5 B B 10YR 4/2 18" 98 5 10YR 4/2 14" NUMBER OF BEDROOMS: 3 BEDROOMS SANDY LOAM SANDY LOAM SOIL TEXTURAL CLASS: CLASS I 10YR 5/8 10YR 5/8 DESIGN PERCOLATION RATE: <5 MIN/IN 97.0 C 36" 96.9 C 33" DAILY FLOW: 330 G.P.D. DESIGN FLOW: 330 G.P.D. M-C SAND M-C SAND GARBAGE GRINDER: NO 2.5Y 6/6 2.5Y 6/6 EXISTING SEPTIC TANK: 1000 GALLON CAPACITY LEACHING AREA REQUIRED: (330) = 445.9 S.F. 88.5 138" 88.2 138"RECORD PERC RATE <2 MIN/IN. ( C" HORIZON) 74 SOILS ARE CONSISTENT WITH PERC RATE °DISTRIBUTION BOW: 1 INLET, 2 OUTLETS (MIN.) NO GROUNDWATER OBSERVED USE 2-500 GALLON LEACHING CHAMBERS IN SERIES PROPOSED SEPTIC SYSTEM UPGRADE PLAN SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 51 SEAN S CIRCLE, CENTERVILLE, MA SIDEWALL AREA: 2(13.2' + 25.0') X 2 = 152.8 S.F. BOTTOM AREA: 13.2' x 25.0' = 330.0 S.F. Prepared for: John Cotellessa, 51 Sean's Circle, Centerville, MA 02632 TOTAL AREA:..............................................................482.8 S.F. Engineering by: SCALE DRAWN JOB. NO. Engineering Works, Inc. NTS P.T.M. 227-10 DESIGN FLOW PROVIDED: 0.74(482.8) = 357.3 G.P.D. 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 11/16/10 P.T.M. 2 Of 2 SOIL LOG 9? <o 2."FEASTONE LOAM 8 FILL_ 1- /12�•NA% LOAM el 4'C.1. DIST A o ' soli 1000 - BOX I;•o'e o 1000 GAL. ° • i IO'MIN. GAL. �'e PRECAST OR ° oF` 24 PirQC 'l'�° SEPTICI. .e •,• BLOCK MIN -tr' SAND �t1.tiG - TANK I . '. o I � 6 1,•;;°� � SEEPAGE ° ' SI . PIT • � 20' MIN. —�+ FOUNDATION %2" WASHED STONE A R I i I I • ELEVATION SKETCH 10' PERC. RATE: UA,jrp 2lrlul.e�a SCALE I" = 4' ~ TEST BY ,,� AQC�,C TCAL S TOWN INSPECTOR: '/20L rmORAA -' BACKHOE OPERATOR TnM Uh TEST MADE ON : :2, /( /Z7g 0N , I • � W 00 Tl Ali to 6- F1 J a4a f 41 h R L o T V g 047 I • "� � s ry -ti +.Joo t, Dua.a G•N f m /.vts=9 9r o� AI � • la7i N v C3� ,nt 0 0 0` p Q�. O /000 GOAL- J Q A?I?em / Lc A*cf•!i , ns 0 OF-Q k'C4 t»S t 00 GA48,94 9 q,P p,�e.¢. : 3 30 C4,A—0- • z)max , ��.� �8�� v•�/.�y r�,ory ,�'v,� 7,yi.s s'Ys�F� 188 5 4, .� 2,5 G°Q f S-F = 470 C7,R D, Eio77`c1-7 79-s,F x bo r,,/?af 79 4Fg,f-0, ' C✓i�.5 1 e�G�4`r T6'c� /N T f�C. /=i � s.-.b - r, p/.� /'•�J•-/G"'7. �J �9�� IA/-/A w�P CL '..� C ON/CC>eCI•o^l pit Tll�c "To c, 7�✓ OF RENWICK yc CHAPMAN dot t $ ry �No. 27654,0 JAMES ZF P. _ S7NNAL LAPSLEY c' ¢ PIo.22597 Z �`� .r 6`0 STSR•+OQ �k0 SURy� ELEVATION EDULE PROPOSED SITE PLAN ' I. INV. AT FOUNDATION = `�G•¢ a 2. INV. INTO SEPTIC TANK 9sa , 2 SEWAGE . SYSTE10L DESIGN IN 3. 1 NV. OUT OF SEPTIC TANK = qS.� / BA�a/S/S ?R8� <EA1Taev/,LLr.) J J-7A5 S 4. INV. INTO DISTRIBUTION BOX SCALE: I"= ZO' '70LY1 19 5. INV. OUT OF DISTRIBUTION BOX = 9S 70 C -74g -/ 6. INV. INTO SEEPAGE PIT = 95.40 CAPE COD SURVEY CONSULTANTS j ROUTE 132 7. BOTTOM OF PIT = 89•64 HYANNIS ,MASS. n ' t