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HomeMy WebLinkAbout0070 TREE TOP CIRCLE - Health 70 Tree Top Circle Marstons Mills P A = 150 031 - - - - TOWN OF BARNSTA.BLE LOCATION 7® ,i-?;� SEWAGE # VILLAGE ASSESSOR'S MAP & LOT/ —ArD INSTALLER'S NAME&PHONE NO. 89199y 9950TZ— (4-f J I SEPTIC TANK CAPACITY /000 LEACHING FACILITY: (type) - (� :�', S (size) 1 � � NO.OF BEDROOMS BUILDER OR OWNER OhRS PERMITDATE: _g 16-Q 5' COMPLIANCE DATE: 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 C r 4 I000 IA �D x. No. t� 5 � � Fee A o THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Rpplication for Mi5poOf A*p$tem Con5truttiun Permit Application for a Permit to Construct( )Repair(1/)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.7077WVA0 4 ^^ Owner's Name,Address and Tel.No. pLC�� S'U�IQS Assessor's Map/Parcel 3 rl'/�Sr e�ticc �t.� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. ����? �R C-71rGc�.t�,Qf;S ao —IA66U6 PVW VV M144S Oo26' Type of Building: Dwelling No.of Bedrooms Lot Size 7q sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil 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 Ti 5 of t iron e al Code and not to place the system in operation until a Certifi- cate of Compliance has been issue y is ar f He Si ned Date Application Approved b Date Application Disapproved for the following reasons Permit No. 00 5 — ���-- Date Issued )b ------------- ——— r.._--------..__,_..._—_---------- - - —— — - No. fX Fee n ^ THE COMMONWEALTH OF MASSAACH S TTS Entered in computer: e Y' es r s V PU.a'LIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pprication for ;Di5paal *pgtem CCongtruction Permit Application for a Permit to Construct( )Repair(V)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.70� j�0 tip Owner's Name,Address and Tel.No. 0 4 Pc k SOARS 1(1n� 70 7#4--t o C0- /Jr6 _Assessor's Map/Parcel J �i/� /'191LLdn Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. �_ C1v6:wv0,5 ao �v► � Mlt�S ®,16 Z r E , Type of Building: Dwelling No.of Bedrooms Lot Size q.2.-sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. - Description of Soil; " 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 2yis Code and not to place the system in operation until a Certifi- cate of Compliance has been issue - Si zned Date Application Approved b Date Application Disapproved for the following reasons Permit No. OCJ " �� �— Date Issued 16 ---------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CEIR3TIFY, that the On-site Sewage Disposal System Constructed( )Repaired (v)Upgraded ( ) Abandoned( )by eA*lf90 rTL at 7© 7P,64Ez�p C//.t has been constructed}'n ac rdance with the provisions of Title 5 and the for Disposal System Construction Permit No. Q20 5 90 rddated 'it / b Installer &M &6] T—� Designer/_ The issuance of this permits all no{be construed as a guarantee a tha hee � tied. Inspe No. ;)- CZ) 5 '7& d.- I Fee /U C THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Digpogar *pgtem Congtruction Permit Permission is hereby granted to Construct( )Repair(Upgrade( )Abandon( ) System located at 70 A�E7GfA C/A and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special condition Provided: Construction must be completed within three years of the date ,f this perm' . Date:_- _ Approved by� 911NA3 Notice: This Form Is To Be Used For the Repair Of Failed Septic Systems Only PERCOLATION TEST AND SOIL EVALUATION EXEMPTI®N FORM hereby certify that the engineered plan signed by Brae dated k l 6(co ,concerning the property located at or C'rC� 1 meets all of the following criteria: 0 This failed system is connected to a residential dwelling only. There are no.con vial or -- business.uses associated with the dwelling. • The soil is classified as.CLASS I and the percolation rate is less than or equal to S minutes per inch. The applicant may use historical data to conclude this fact or may conduct deep test holes and percolation tests at the site without a health agent present. s There is no increase inflow and/or change in use proposed f There are no variances requested or needed. LNJ ® The bottom of the leaching facility willbe located no less than five feet above the C proposed8 maximum adjusted groundwater table elevation. [Adjust the groundwater table using the Frimptor method when applicable] Please complete the following: A) Top of Ground Surface Elevation.(using GIS information) 9 B) G.W.Elevation �t U +adjustment for high G.W. DTFERENCE BETWEEN A and B ) SIGNED : DATE: J(( f-_"or— NOTICE NA .Based upon the above information,a repair permit will be issued for bedrooms maximum., No additional bedroomss are authorized in the future without engineered septic system plans. q-.Seprtic*acexwV.doc w q Town of Barnstable Regulatory Services .�. Thomas F. Geller, Director KM Public Health Division ° Thomas McKean,Director -`-"` 200 Main Street,Hyannis,MA 02601 Off ice: 508-862-4644 Fax: 508-790-6304 Installer dr. Designer Certification Forth Date: _ Sewage Permit# assessor's Map\Parcel_ l'S� — 6 3J Desi ner�_kl-e� Z ��I" Installer: a �� _ .1 Address: _ `� "°�J w �� Address: G_— (\RC T e�f`C trC 1:--6 t`�f-Ct 'ktc 1M V- o Z4 On _was issued a permit to install a (date) (installer) septic system at_`0 (1_L4e e�re LO based on a.design drawn by (address) �ated (designer) _�. 1 certify that the septic system referenced above was installed substantially according to the design,.which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. _ I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. OF 4f, Ss7 C ?o PETER T. ti (Installer's Si a e o McENTEE C CIVIL �' No.35109 Q 9�GIsTtiP�O FSS/0IN 6 ECG\ (Designers Signature) (Affix Designers Stamp Here) LEASE RETURN TO BARNSTABLE PUBLIC HE ,,LTl� DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED +\�I I30TEI THIS 17-- - ANBB CARD AIDE ECEIVEM ME BARNSTABLE PCTHLIC IIEALTH DIVISION. TITANIC Y011. Q:Hea]WSeptic/Designer Certification Form 3-26-04.doc t 1 � 1 Septic System Inspection Report P Y P P 70 Tree Top Circle MAP MARCH Marstons Mills, Massachusetts L 1LOT April 12, 2004 1 Prepared For: Derek J. and Rebecca S. Soares 70 Tree Top Circle ' Marstons Mills, Massachusetts 02648 kk A- w Prepared by: William E. Robinson, Jr. — Septic Inspections cam ; 1 43 Tomahawk Drive w Centerville, Massachusetts 02632 rn 1 II 1 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS + d DEPARTMENT OF ENVIRONMENTAL PROTECTION ' A A y e� TITLE 5 ' OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 70 Tree Top Circle,Marstons Mills Owner's Name: Derek J. &Rebecca S.Soares Owner's Address: Same as above ' Date of Inspection: April 3,2004 Name of Inspector: (please print) William E.Robinson,Jr. Company Name: William E.Robinson,Jr. Septic Inspections Mailing Address: 43 Tomahawk Drive Centerville,MA. 02632 Telephone Number: (508)775-7986 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 15.340 of Title 5(310 CMR 15.000). The system: X Passes ' Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signature: '7 Date: LI-033-b Ll The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. Notes and Comments The septic system appeared to be in good functioning condition on the day of inspection. ****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) Property Address: 70 Tree Top Circle,Marstons Mills Owner: Derek J. &Rebecca S. Soares Date of Inspection: April 3,2004 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 of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: The septic system was found to be in good working condition on the day of inspection. ' B. System Conditionally Passes: N/A One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined"please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ' broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed i ND explain: 1 Page 3 of 11 iOFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 70 Tree Top Circle,Marstons Mills Owner: Derek J. &Rebecca S. Soares Date of Inspection: April 3,2004 C. Further Evaluation is Required by the Board of Health: N/A 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 stem has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. system P P PP Y 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. r 1 3. Other: Page 4 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) 1 Property Address: 70 Tree Top Circle,Marstons Mills Owner: Derek J. &Rebecca S.Soares Date of Inspection: April 3,2004 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 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: N/A To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no _ the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone 11 of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. Page 5 of 11 ' OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM i , PART B CHECKLIST ' Property Address: 70 Tree Top Circle,Marstons Mills Owner: Derek J. &Rebecca S.Soares Date of Inspection: April 3,2004 1 Check if the following have been done.You must indicate"yes"or"no"as to each of the following: 1 Yes No X Pumping information was provided by the owner,occupant,or Board of Health(owner) X Were any of the system components pumped out in the previous two weeks? rX _ 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 back up? X _ Was the site inspected for signs of break out? ' 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 baffies 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 of the 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)] i 1 1 1 Page 6 of 11 ' OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 70 Tree Top Circle,Marstons Mills Owner: Derek J.&Rebecca S. Soares Date of Inspection: April 3,2004 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 2 Number of bedrooms(actual): 2 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 220 gpd(924 gpd provided) Number of current residents: 2 Does residence have a garbage grinder(yes or no): No Is laundry on a separate sewage system(yes or no): No [if yes separate inspection required] Laundry system inspected(yes or no): N/A Seasonal use: (yes or no): No Water meter readings,if available(last 2 years usage(gpd): 2002-98K gals.(268.5 god), 1 2003—62K gals. (169.9 gpd) Sump pump(yes or no): No Last date of occupancy: Currently occupied. ' COMMERCIAL/INDUSTRIAL N/A Type of establishment: Design flow(based on 310 CMR 15.203): gpd 1 Basis of design flow(seats/persons/sq ft,etc.): Grease trap present(yes or no):_ Industrial waste holding tank present(yes or no): — Non-sanitary waste discharged to the Title 5 system(yes or no): ' Water meter readings,if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: Pumping Company 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: TYPE OF SYSTEM X Septic tank, distribution box,soil absorption system(No"D"Box present) ' =Single cesspool Overflow cesspool Privy _Shared system(yes or no)(if yes,attach previous inspection records,if any) _Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) _Tight tank _Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: System in stalled in 1979 according to Health Department records. Were sewage odors detected when arriving at the site(yes or no): No 1 Page 7 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM ' PART C SYSTEM INFORMATION(continued) ' Property Address: 70 Tree Top Circle,Marstons Mills Owner: Derek J. &Rebecca S.Soares Date of Inspection: April 3,2004 ' BUILDING SEWER(locate on site plan) Depth below grade: 6"Materials of construction:—cast iron X 40 PVC_other(explain): Distance from private water supply well or suction line: N/A Comments(on condition of joints,venting,evidence of leakage,etc.): No evidence of leakage,all joints appear to ' be in good condition on the day of inspection. SEPTIC TANK: X (locate on site plan) Depth below grade: 20" Material of construction: X 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: 8.5'x 5'x 4' Sludge depth: 0" Distance from top of sludge to bottom of outlet tee or baffle: N/A Scum thickness: None present Distance from top of scum to top of outlet tee or baffle: N/A ' Distance from bottom of scum to bottom of outlet tee or baffle: N/A How were dimensions determined: Direct measurement Comments(on pumping recommendations,inlet and outlet tee or baffle condition, structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): Inlet and outlet tees in good condition. No signs of leakage,liquid level at outlet invert. Do not recommend pumping at this time. 1 GREASE TRAP: N/A (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(on pumping recommendations,inlet and outlet tee or baffle condition, structural integrity, liquid levels ' as related to outlet invert,evidence of leakage,etc.): I , Page 8 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) ' Property Address: 70 Tree Top Circle,Marstons Mills Owner: Derek J. &Rebecca S. Soares Date of Inspection: April 3,,2004 TIGHT or HOLDING TANK: N/A (tank must be pumped at time of inspection)(locate on site plan) ' Depth below grade: Material of construction: concrete metal fiberglass_polyethylene other(explain): Dimensions: ' Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): li DISTRIBUTION BOX: X (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: 0" 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.): "D"box level,no evidence of solids carryover,no evidence of leakage. PUMP CHAMBER: N/A (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.): Page 9 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C ' SYSTEM INFORMATION(continued) Property Address: 70 Tree Top Circle,Marstons Mills Owner: Derek J.&Rebecca S.Soares Date of Inspection: April 3,2004 ' SOIL ABSORPTION SYSTEM(SAS): X (locate on site plan,excavation not required) If SAS not located explain why: ' Type X leaching pits,number: 2 leaching nits. The amount of stone around Pit#1 is unknown. Approximately 2.5'of stone around Pit#2. leaching chambers,number: leaching galleries,number: leaching trenches,number,length: leaching fields,number,dimensions: ' overflow cesspool,number: innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation, etc.): Soil dry,no signs of hydraulic failure. No nonding;however,stain line noted 3 feet up from bottom of both leach pits. No lush vegetation. CESSPOOLS: N/A (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: ' Depth—top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments(note condition of soil, signs of hydraulic failure,level of ponding,condition of vegetation,etc.): II, PRIVY: N/A locate on site plan) ' — ( P ) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil, signs of hydraulic failure,level of ponding,condition of vegetation,etc.): Page 10 of 11 ' OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 70 Tree Top Circle,Marstons Mills Owner: Derek J. &Rebecca S. Soares Date of Inspection: April 3,2004 r SKETCH OF SEWAGE DISPOSAL SYSTEM ' Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks.Locate all wells within 100 feet.Locate where public water supply enters the building. Please see attached sketch � 1 1 1 1 1 1 ' Page 11 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM ' PART C SYSTEM INFORMATION(continued) ' Property Address: 70 Tree Top Circle,Marstons Mills Owner: Derek J. &Rebecca S. Soares Date of Inspection: April 3,2004 SITE EXAM Slope: Mostly flat in SAS area Surface water: None in area ' Check cellar: No water Shallow wells: None in area Estimated depth to ground water 54 feet(below the ground surface at the SAS—unadiusted to the historic ' high elevation). Please indicate(check)all methods used to determine the high ground water elevation: ' Obtained from system design plans on record-If checked,date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: t Checked with local excavators,installers-(attach documentation) X Accessed USGS database-explain: ' You must describe how you established the high ground water elevation: Seasonal high groundwater was determined by comparing USGS and Cape Cod Commission groundwater data. The bottom of the SAS was measured to be approximately 9.5' below the surface. According to the USGS map entitled"topography of the Sandwich Quadrangle,the surface of the site is at an approximate elevation of 96' above Mean Sea Level(MSL). Therefore,the bottom of the SAS is at an approximate elevation of 86.5' MSL. ' According to the USGS map entitled "Hydrologic Atlas of Cape Cod" groundwater can be found at an approximate elevation of 421 MSL in the site area. Therefore, the separation between groundwater encountered by USGS and the SAS bottom is approximately 44.51. ' Using the Cape Cod Commission method to estimate the historic high groundwater elevation, the site was found to be within the area of groundwater indicator well SDW-253(Zone B). According to the most resent data available (Cape Cod Commission web site) the March adjustment for that well is 4.8' upward. ' Therefore,adjusted groundwater can be found at elevation 46.8'MSL. When the adjusted groundwater elevation is subtracted from the SAS bottom elevation, (86.5 — 46.8) the resultant separation is 39.71. I 1 1 � Locus MAP & SEPTIC SYSTEM SKETCH 1 1 1 1 1 1 1 1 1 1 1 1 o p¢ r,/° ,..ry � v °, � +r+}�r' 't'� '!..t•�. 1�Y`'��,f� ° 1,� w,,,i 8 t�"`�'' ��,"`„ .Yk+.=�.(�'j��� �..` `fie �� �_' �e ••.- �/ � , � �� ,,,�,�„;°��s,�'a �ti. o ' z. y m 1 � a O tl a4'•i �1` O O e; •t it rt,ut +n- '� ¢ • � S e y \ O g • • • �' .'`ic•- 1.`� ` q ° \`--� �.J +�• •� Try -\••• • „�. .4 E •p 27 d � �j, • � ranberry A• • k Q ..,t3 SQL i '� J • :-Q� � a, T IV :a �:' �'�' • ,t �' Q� a • + +•F r • a � • i + -It9 - .CiPan i• � f i• + + • - .0 4 0 0 ° rar .� ,. k B � ff L s �t /. c ._.i hew • �„.. ' p G "N y � �l � P nt1 rfy ,110'�•+ •U''a O � • } �a r. Hat ryran 8160 16°W Name:SANDWICH Location: 041°40'40.6" N 070°22'45.4" W Date:4/12/2004 Caption:Locus Map Scale: 1 inch equals 2000 feet 70 Tree Top Circle Marston Mills, MA ' Copyright(C)1997,Maptech.Inc. Septic System Sketch Tree Top Circle 1 #70 2�s ti9, all Septic Tank 60 Note: Inlet and outlet covers on thhe septic tank are rectangular in shape Leach Pit #2 Leach Pit #1 William E. Robinson, Jr. Septic System Location: 70 Tree Top Circle Figure 2 ' Inspections Marston Mills, MA 43 Tomahawk Drive Centerville, MA 02632 Date: March 24, 2004 Not To Scale Based on Visual Observation II' � i � � 7 IKO YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$30.00 for 4 ears). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission t t Business Certificates are available at the Town Clerk's Office, 1"FL., 367 Main Street, Hyannis, MA 02601 (Town Hall) DATE: S 0 r_f Fill in please: r. x APPLICANT'S YOUR NAME/S: �—c9c�u 12� �1 w- C d -s rx� . _BUSINESS YOUR HOME ADDRESS: -7 v /7� 6 JF- 174 04 vJ'fo TELEPHONE # Home Telephone Number S�d rr a2 - �„ VT NAME OF COIN: ✓�< 5' w �L 2 NAME OF NEW BUSINESS 'A /fe f 114__';1e- _-_TYPE OF BUSINESS G( !� IS THIS A HOME OCCUPATION. NO 7�''r "� �^_ v �J -� C� MAP PARCEL NUMBER J'd Assessin , lu c! ADDRESS OF BUSINESS � 9) /�� 11�1 f/ Gam'_ _ / When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in is town. 1. BUILDING COMMISSIONER'S OFFICE This individual has been informed of any permit requirements that pertain to this type of business. Authorized Signature* COMMENTS: 2. BOARD OF HEALTH This individual ha bee � rmed o er uirements that pertain to this type of business. MUSTYV�'IAL�• . HAZARDOUS MATERIALS REGULATIONS uthorized Signature* COMMENTS: 3. CONSUMER AFFAIRS ILICENSING AUTHORI J This individual ha n infor d of the lie si14 g e iremants that pertain to this type of business. Authorized Signature* COMMENTS: ' g - • Date: TOWN OF BARNSTABLE TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAME OF BUSINESS: &C.-Cr J' 1;1H Atf It BUSINESS LOCATION: 70 C��cr2 INVENTORY MAILING ADDRESS: �/I TOTAL AMOUNT: TELEPHONE NUMBER: a f— py � CONTACT PERSON: J� Cy� EMERGENCY CONTACT TELEPHONE NUMBER: 7751"2'1� lll� MSDS ON SITE? TYPE OF BUSINESS: " ��f INFORMATION/RECOMMENDATIONS: Fire District: Waste Transportation: Last shipment of hazardous waste: Name of Hauler: Destination Waste Product: Licensed? Yes No NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous materials use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed/Maximum Observed/Maximum 4 Antifreeze (for gasoline or coolant systems) Misc. Corrosive 4 NEW USED Cesspool cleaners Automatic transmission fluid Disinfectants l' Engine and radiator flushes Road Salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants 6 S l Motor Oils Pesticides KNEW USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel, Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene, #2 heating oil NEW USED a-r ;I° S Misc. petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways & garages Wood preservatives (creosote) I Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Misc. Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt & roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (inc. carbon tetrachloride) NEW USED Any other products with "poison" labels Paint & varnish removers, deglossers (including chloroform, formaldehyde, Misc. Flammables hydrochloric acid, other acids) Floor &furniture strippers Other products not listed which you feel Metal polishes ma be toxi or hazar ous (please list): Laundry soil & stain removers (including bleach) Spot removers & cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS I L 0 C A� ----- S E W A G\lE PE R M I T NO. VILLAGE I� /-l'ZZ925 INSTA LLEB'S NAME b ADDRESS dL ca to n s o—rR OWNER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED ? � 1 it v� No........... :. Fick ................... THE COMMONWEALTH OF MASSACHUSETTS ---- BOAR® OF HEALTH EALTH r� '�......................................OF..`�3��L�h rQ/ � --------------------------------------------------- Applira#ion for Uispoii al Workii Tnnitrnrtion Vernfit Application is hereby made for a Permit to Construct ( ) or Repair ( -ran Individual Sewage Disposal System f CfiL / 1 -LocAddress or Lot No. .... ........=5_...d_..�Q..11�!_/..../�/tJ...........................•.. .................................--.......-----..................-----............................ _ Owner Address a ... L:. .PQ .. = ... Installer Address UType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) �`4 Other—Type e of Building ............... No. of ersons_._..._..............__.__.. Showers YP g ------------- P ( ) — Cafeteria ( ) dOther fixtures ..---•------------------•----------------.....--------.-------------•---------•------------•----••----•.........------•---....--------•...........---- W Design Flow............................................gallons per person per day. Total daily flow...................................:_.......gallons. A. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No- ---------------_-- Width'.:....: ".......... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter................ Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by Date---..................................... Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ GT4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 ...-•-•----------------------•----•••-•-..........------......................_-----•-••...._.-----......................................................... 0 Description of Soil......................................................................................................................................................................... W V .......................................•.....-•-------------•-••-----•........-------•-•-........---.•---- , .............................................. 0 Nat of Repairs or Alterations—Answer when applicable.__- � _O_ ' 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 b n issued the board of health. Signed ._.. Date Application Approved BY _.... 1�g,�, � •.................... ........ .......Y� A.S_°-. .... Date Application Disapproved for the following reasons---------------•--•-------------•----•---•-----------•-------•---------------•----------.._...--•----•••••.---••- ....----••••••••----------------------------••-•--••--------.......------.......------.......-----.....••--••••--------------•----•---------------------•--•--------------------------------------..... �j Date Permit No......................................................... Issued---✓ r� v Date No............... . FIms...... :.................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HiE LTH ._ ": `', '...................OF.. ....... _. Appliration for Disposal Works Tunstrnrtiun Prrmit Application is hereby made for a Permit to Construct ( ) or Repair (4}—an Individual Sewage Disposal System avl_-------' +'r � . ... ....... '•Loca on•Addr�epss •..or Lot No. Owner Address ................................ Installer/ Address Type of Building ! Size Lot............................Sq. feet I� U Dwelling—No. of Bedrooms.__...:............................Expansion Attic ( ) Garbage Grinder ( ) 'k Other—Type of Building .............. No. of persons Showers Pk YP g .............. ...............•--------. .......-1-------•----.._..-----------...........................................................) — Cafeteria ( ) d Other fixtures ---................................................... W Design Flow............................................gallons per person per day: Total daily flow........................................ WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No...................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area.....,............sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Ir a Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ (s, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Q+' ---••••---•-•---•---•--•-•----•--------------------•----....-•-•---•-.................•---•-•.----••---._.........................................-••-.-•-•-- Descriptionof Soil...................................................................................................................................................................... ----•-------------------------------------------•-----------------------. ...............................------------------------. ---•--•-•------------ -..--.._.... --- U Natur( of Repairs or Alter tion —Answer when applicable...14 -q- ,��............................... .......... , � o .. ----•..................................•----••--------•-- �---•-•-•...----•.----•.••........•.•----•------..--••••......---- 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 y the board of health. Signed C .......r.__. '..e:---= .. ate f I � Date Application Approved By........ ..!„, ....... Date Application Disapproved for the following reasons: --------------------••----•--•.-----•-----------------••--------------................................. :-•............................•--•---.....•-••--------......-•--------•-•-•--•----...----••--•---•-----------•-•------•-----...----•-....--------•-••......-•-•-•-•-...-------•-• ---•--•....•--•-- Date PermitNo......................................................... Issued-....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .' I.................OF...... .. .. ................................................................... r (Irdiftratr of Toutplianrr TI-hS I1S TOCERTIFY, That the Individual Sewag ----•--•-•--•- e Disposal System constructed ( ) or Repaired by ?' ..................................... ........................................................ vy - ---- In talles`r ^�...... .......................................................__.._..._.____.__...__..____..._____..._.._..__......._..._._.._._.__......__._......._.._..__. PP P r a""' ' 5. ed in the a lication for Disposal Works Construction Permit No w e�.3 ._..__ .... dated.....__ ' � ........... as been installed in accordance with the provisions of TI 5 of The State Sanitary Cod described THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE..................•-----•-•--...-•-•-----.......--•--...........-•-----•••-----• Inspector--.................................................................................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEA TH 67f No......................... FEE...`.................... di n, , l n�s Tnnstnuttion rrntit Permission is hereby granted-....._. ..._. . to Construct ""'�r Rep�r>�- an rl�ividual Sewage D gos System at No.-- -4•• .._.Y.. � - ... - oa.+ G ' --- Street / , as shown on the application for Disposal Works Construction P Omit '.:._A. .., . ated..__ ...:........ .....•---------- '" Board of eal DATE.'-....Y `........................................................... FORM 1255 HOBBS & WARREN. INC., PUBLISHERS -- t LEGEND ROUTE 6 p y,' It 99 —f PROPOSED CONTOUR o� 70 qe PROPOSED SPOT GRADE LOCUS EXISTING CONTOUR OJ Qj w ,r; 1 ; _ EXISTING SPOT GRADE D z FREE TOP c r 03 w ® TEST PIT p r ` EXISTING WATER SERVICE 4 9�5q.4& Benchmark set � TOPFIELD DR ` Righ t cor. brick s tep OLD STAB E(.=99.98 (Assumed) RD `38.y l ` � G4, '` `f 6c'� LOCUS MAP N.T.S. 9 i art.> �9 F' � ..6e GENERAL NOTES: 99.41, `V 99.26 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 02 ` 8,ag BOARD OF HEALTH AND THE DESIGN ENGINEER. . Jx �� 99.a4 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 97 >; �. OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE N 9.50 b� LOCAL RULES AND REGULATIONS. EXISTNG LOT 19 / 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR t S W DWELLING 24,792F. 97.cc � INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE G.H.W. INOUS£ #70) v 7 9,35 0.571 AC. DESIGN ENGINEER. TOF=100.15 - A .F 97'.L�P,-11G3116 ` ,=..,' �,� `�•�t 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING Map 150 �. .i3 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN Parcel 31 ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. Shea i TP- °' 0 \ .Gc / 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF R "g S'i,�, yea,:3 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 0 . // 1� HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. A'' 8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 150' OF THE S.A.S. :cz8 (a 2 / g. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED EXISTING SEPTIC iGND T/ANlC W ! TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. ` l TOP GF TANK EL.=98.62 / �` I S 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE INV,(L7UT)=97,29t ra �. f(X ;5 91 � 1 99,4' THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING oci�lfr°G ] 1.-1 :]...i...Y 7Yn3 �1',i CONSTRUCTION. (See Note 13) `�� oo -VFW d 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS `.96,. STRIPWT v: .� IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. SEE` NGTE 11 ,,. f+"� AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY { y .7ti AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. 94,99 X 95.A _.; 13. CONTRACTOR SHALL EVALUATE SIZE AND STUCTURAL INTEGRITY OF EXISTING SEPTIC TANK PRIOR TO CONSTRUCTION. IF DETERMINED TO HAVE A CAPACITY OF LESS THAN 1000 GALLONS OR IS STRUCTURALLY UNSOUND, THE TANK �G PETER T. SHALL BE REPLACED WITH A NEW 1500 GALLON CAPACITY SEPTIC TANK. ��., 3 f . E,r MCENTEE —' EXISTING S.A.S CIVIL T© BE PUMPED & wf- 95190 No, 35109 PROPOSED SEPTIC SYSTEM UPGRADE FILLED WITH SAND FGIST O 70 TREE TOP CIRCLE, MARSTONS MILLS, MA Prepared for: Derek Scores, 70 Tree Top Circle, Morstons Mills, MA \\� Engineering by: Surveying by: SCALE DRAWN JOB. NO. + E1W117W1ft)F0r& Terry.A AFaM9rP.ZS 1"=30 P.T.M. 186-05 12 West Crossfield Road 22 Long Road Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. (50§) 477-5313 (508) 432-8309 8/10/05 P.T.M. 1 0f 2 I " NOTE: TO I5REVENT BREAKOUT, THE PROPOSED TOP OF FOUNDATION F.G. EL: 98.4t FINISH GRADE SHALL NOT BE < EL:97.0 ; (EXISTING) (EXISTING) FOR A DISTANCE OF 15' AROUND THE (EXISTING) F.G. EL: 99.Ot F.G. EL-: 98.7t PERIMETER OF THE S.A.S. (EXISTING) (EXISTING) MAINTAIN 2% MIN SLOPE OVER S.A.S. 36" MAXIMUM COVER INSTALL RISERS OVER INLET & OUTLET INSTALL RISER OVER D-BOX TO2-500 GAI LQN LEACHING CHAMBERS INSTALL RISER OVER CHAMBERIS e, TO WITHIN 6" OF FINISH GRADE WITHIN 6' OF FINISH GRADE IN SERIES WITH STONE ALL SIDES WITHIN 6WN N OFAFINISH GRADE N AND SET ❑VER/S " L =25' L =5' 4" SCH 40 PVC 4" SCH 40 PVC I 2" LAYER ❑F L/B" T❑ 1/2'm; 10 EXISTING 14• @ S= 1% (MEN.) 6„ @ S= 1% (MIN.) DOUBLE WASHED STONE 1000 GALLON ®® a®aa r;•••,;p EXISTING SEPTIC TANK 2' EFF, DEPTH� ®®�a®®a 3/4"-1 1/2' (SEE NOTE 13 -SHEET 1) INV. ELEV.=97.00 D-BOX INV. ELEV.=96.83 ADD S Wf INLET TEE S.z' 35 DOUBLE WASHED BAFt INV. ELEV.=97.29t FFECTIVE WIDTH = 12.2' STONE (EXISTING) INV. ELEV.=96.50 V NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING TOP CONC. ELEV.=97.3 —BREAKOUT ELEV.=97.0 PIPE INVERTS PRIOR TO CONSTRUCTION. 2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE INV. ELEV.=96.50 ®a®® eaaaa ON A MECHANICALLY COMPACTED SIX INCH CRUSHED aaaaaaaaaaa ®a®aa®aa®® STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2), BOTTOM ELEV.=94.50 3) INSTALL INLET & OUTLET TEES AS NEEDED. 4' 2 x 8.5` = 17.0' 4` 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 25.0' �H pF �9ff AS MANUFACTURED BY TUF—TITS, ZABEL OR EQUAL. T.P. EXCAVATI❑N OR G,W, LEACHING SYSTEM SECTION oz PETEiN T ✓ BOTTOM OF TP EL.=86,2 MCENTEE SEPTIC SYSTEM PROFILE o CIVIL N Into. 35109 'C/S(�R�� (3) 5" DIA.OUTLETS N.T.S. fs \cQ� DESIGN CRITERIA SOIL LOG Ile, NUMBER OF BEDROOMS: 3 BEDROOMS (PER TITLE 5 INSPECTION) 6" e" DATE: AUGUST 8, 2005 SOIL TYPE: CLASS I SOIL EVALUATOR: PETER McENTEE P.E., C.S.E. DESIGN PERCOLATION RATE: 2 MIN./IN. H-10 LOADING 2• INSPECTOR: NOT REQUIRED DAILY FLOW: 330 G.P.D. D—BOX w DESIGN FLOW: 330 G.P.D Elev. TP— 1 Depth Elev. TP '2 Depth GARBAGE GRINDER: NO 98.4 A 0" 98.2 A O,T LEACHING AREA REQUIRED: (330) = 445.9 S.F. SANDY LOAM SANDY LOAM •74 10YR 3/3 10YR 3/3 EXISTING SEPTIC TANK: 1000 GALLON ESTIMATED ®®®®®®®®®®® 33" BSAN[)Y LOAM 3' B SANDY LOAM 3 INVERT ®®®®®®®®®®® 24" ®�10®®®®®®®® 96 1 1OYR 5/8 28 96 2 10YR 5/8 24y USE 2-500 GALLON LEACHING CHAMBERS IN SERIES ` C1 C1 102" Ifti SILT LOAM SILT LOAM SIDEWALL AREA: 2(12.2' + 25.0') X 2 = 148.8 S.F. 5Y 5/4 5Y 5/4 BOTTOM AREA: 12.2' x 25.0' = 305.0 S.F. (UNSUITABLE) (UNSUITABLE) 4" KNOCKOUT " TOTAL AREA: 453.8 S.F. 20' DIA. COVER 90.4 C2 96" 9C1.4 C2 94 �� V — --� COARSE Ix 114" COARSE _v 108" DESIGN FLOW PROVIDED: 0.74(453.8) = 335.8 G.P.D. KNOCKOUT V KNOCKOUT .62" I I '`� mPROP. S.A.S I aSAND „ SAND 0I I 10YR 4/6 126 10YR 4/fi 1 120" 4" KNOCKOUT L-- 2�,---J >20% GRAVEL >20% GRAVEL PROPOSED SEPTIC SYSTEM UPGRADE s% coeBLEs 5%COBBLES 70 TREE TOP CIRCLE, MARSTONS MILLS, MA 86.4 ! 144" 86.2 144" Prepared for: Derek Scares; 70 Tree Top Circle, Marstons Mills, MA 500 GALLON CAPACITY, H-10 LOADING PERC"RATE <2 MIN/IN. ("C2" HORIZONS) Engineering by: Surveying by: SCALE DRAWN JOB. NO. CHAMBERS S.A.S. LAYOUT EngInewhigWorly Terry,t )Vvv rP.l.S N.T.S. P.T.M. 186-05 h.rs KTs. I NO G.W. ENCOUNTERED 12 West Crossfield Road 22 Long Road Forestdole. MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. " (508) 477-5313 (508) 432-8309 8/10/05 P.T.M. 2 of 2 f Y 4n ROUTE 6 LEGEND �y PROPOSED CONTOUR o 99 PROPOSED SPOT GRADE �. w LOCUS v _ ';�q' _ _ EXISTING CONTOUR o EXISTING SPOT GRADE � R N t�E Raa Cry 00 i ® TEST PIT y r � ji W - EXISTING WATER SERVICE Benchmark Se TaPF]ElD DR `4 Right cor. brick step OLD STAGE EL=99,98 (Assured) "~-- LOCUS MAP N.T.S. G� 0.1 r ✓ ,w ors ' 11J , C��� 9 .6 f , GENERAL NOTES: o 99.41 --� 'V j_0i 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` 1�� - t. OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS. ` ExrsTNc ; LOT 19 3, THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR ' W DWELLING 24,792t SF, TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE CCU OHW _ (HOUSE #70) 9,35 0,57t AC. DESIGN ENGINEER. --- ---T---- t TOF-100.15 f —MAPI E:: v J �' ?FT A#zz-1 �P F� a 150 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING r �5 nn LI'r`11G3 _ '' `,,,- "'.> / Parcel FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN F c�6. a.t /�arse( 31 ENGINEER BEFORE CONSTRUCTION CONTINUES. ^ G 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. t� TP- / O �) � �.G ` 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 1 �. ,a4i �q�,23 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF q ,...�� HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 23j 1 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE, '��� �10 $, THERE ARE NO PRIVATE WELLS LOCATED WITHIN 150' OF THE S.A.S. r;8A5 f 9, ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED ,� TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. EXISTING SEPTIC TANK aE ,Gl S 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE T17P DF TANK EL.=98.62 2 4 r ;.- yy&,, THE INV.tOUT1=97.29t rr '�fS' }I-� '"�1' '=' " ,'�1 iY»su' ;��"' CONSTRUCTION,OOF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING (See Note 13) � po `' 1t 11, WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS STRIPLIUT .>` IN THE AREA BENEATH AND FOR 5 FT, ON ALL SIDES OF THE S.A.S. © SEA ,NGTE 11f AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). r r { '` 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY, 94 99 � 13. CONTRACTOR SHALL EVALUATE SIZE AND STUCTURAL INTEGRITY OF EXISTING r 4 ;`sr r pF M4jf SEPTIC TANK PRIOR TO CONSTRUCTION. IF DETERMINED TO HAVE A CAPACITY r ,' Qti 9�� OF LESS THAN 1000 GALLONS OR IS STRUCTURALLY UNSOUND, THE TANK PETER T. SHALL BE REPLACED WITH A NEW 1500 GALLON CAPACITY SEPTIC TANK. J w McENTEE EXISTING SS A. r*;-` CIVIL No, 35109 PROPOSED SEPTIC SYSTEM UPGRADE - ^ RFc's�ER� `� MARSTONS MILLS, MA TO BE PUMPED & �,-' FILLED WITH SAND SS/O t 70 TREE TOP CIRCLE, Prepared for: Derek Soares, 70 Tree Top Circle, Marstons Mills, MA Engineering by: Surveying by: SCALE DRAWN JOB, NO. 11 Ftghwft Map& Te7y-4. /IUYw�+/ P-,&S' 1"=30' P.T.M. 186-05 12 West Crossfield Rood 22 Long Rood DATE CHECKED SHEET NO. ` Forestdole, MA 02644 Harwich. MA 02645 (50§) 477-5313 (508) 432-8309 8/10/05 P,T.M, 1 of 2 0 6 NOTE: TO PREVENT BREAKOUT, THE PROPOSED TOP OF FOUNDATION F.G. EL: 98.4t FINISH GRADE SHALL NOT BE < EL:97.0 (EXISTING) (EXISTING) FOR A DISTANCE OF 15' AROUND THE (EXISTING) F.G. EL: 99.0� F.G. EL: 98.7t PERIMETER OF THE S.A.S. (EXISTING) (EXISTING) MAINTAIN 2% MIN SLOPE OVER S.A.S, 36" MAXIMUM COVER INSTALL RISER OVER D-BOX TO 500 GALLON LEACHING AMBERS INSTALL RISER OVER CHAMBER/S INSTALL RISERS OVER INLET & OUTLET CHA SHOWN ON PLAN AND SET C❑VER/S TO WITHIN 6" OF FINISH GRADE WITHIN 6' OF FINISH .GRADE IN SERIES WITH STONE ALL SIDES WITHIN 6' OF FINISH GRADE L =25' L =5� 4" SCH 40 PVC 4" SCH 40 PVC —2' LAYER OF 1/8' TO 1/2' io s DOUBLE WASHED STONE EXISTING j�4 � S= 1% CM[N.) @ S= 1% CMIN.) ®® ®®1000 GALLON ea® ®�SEPTIC TANK 2' EFF. DEPTHEXISTING 4 5.2' 4(SEE NOTE t3 -SHEET INV. ELEV.=97.00 D-BOX INV. ELEV.=96.83App A W/ INLET TEE DOUBLE WASHED 6 FFL INV. ELEV.=97.29t FFECTIVE WIDTH = 13.2' STONE (EXISTING) INV. ELEV.=96.50 ' NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING TOP CONC. ELEV.=97.3 PIPE INVERTS PRIOR TO CONSTRUCTION. —BREAKOUT ELEV.=97.0 INV. ELEV.=95.50 Rm 2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221 2 . BOTTOM ELEV.=94.50 3) INSTALL INLET & OUTLET TEES AS NEEDED. ( ) 3.5 2 x 8.5' = 17.0' 3.5' 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 23. ' AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. T.P, EXCAVATION OR G.W. LEACHING SYSTEM SECTION o PETER T. ✓ BOTTOM OF TP EL.=86,2 £ McENTEE SEPTIC SYSTEM PROFILE o No CIVIL35109 R£C/SSE��Q Q� (3) 5" DIA.OUTLETS N.T.S. 15.5' "I ' r2' DESIGN CRITERIA SOIL LOG �1 NUMBER OF BEDROOMS: 3 BEDROOMS (PER TITLE 5 INSPECTION) 1ss• '6 e, DATE: AUGUST 8, 2005 SOIL TYPE: CLASS I 6' MIN./IN.T RCOLAION RA : 2 MIN. SOIL EVALUATOR: PETER McENTEE P.E., C.S.E. DESIGN PE / H-10 LOADING 2' INSPECTOR: NOT REQUIRED DAILY FLOW: 330 G.P.D. D—BOX DESIGN FLOW: 330 G.P.D Kas Elev. Depth Elev. Depth GARBAGE GRINDER: NO 98.4 A TP- 1 0„ 98.2 A TP -2 0„ LEACHING AREA REQUIRED: (330) = 445.9 S.F. SANDY LOAM SANDY LOAM .74 rE Ea 0 ®®®® 98.1 10YR 3/3 10YR 3/3 EXISTING SEPTIC TANK: 1000 GALLON (ESTIMATED) ®®E3®®®®® 33" B3" 9$.1 B3INVERT 0 0 a0a0 SANDY LOAM SANDY LOAM 24" ®�®®®®®® 10YR 5/8 10YR 5/8 96.1 C1 28 96'2 C1 24" USE, 2-500 GALLON LEACHING CHAMBERS IN SERIES 11 102" � SILT LOAM SILT LOAM SIDEWALL AREA: 2(13.2' + 23.0') X 2 = 144.8 S.F. �q. 5Y 5/4 5Y 5/4 BOTTOM AREA: 13.2' x 23.0' = 303.6 S.F. Cn (UNSUITABLE) (UNSUITABLE) 4" KNOCKOUT 90.4 96" 90.4 94„ TOTAL AREA: 448.4 S.F. 20" OIA. COVER C2 " C2 V ---1 � COARSE 0 114 COARSE 108' DESIGN FLOW PROVIDED: 0,74(448.4) = 331.8 G.P.D. " KNOCKOUT0 4" KNOCKOUT 62" I I '^. (T'I m I rri PROP, S.A.S. I W SAND � SAND � , -_-----� ti 10YR 4/6 �' 126' 10YR 4/6 " 120 PROPOSED SEPTIC SYSTEM UPGRADE 4" KNOCKOUT >20% GRAVEL >20% GRAVEL I--- 23 --I 5% COBBLES 5% COBBLES 70 TREE TOP CIRCLE, MARSTONS MILLS, MA 86.4 144" 86.2 144" Prepared for: Derek Soares, 70 Tree Top Circle, Marstons Mills, MA 500 GALLON CAPACITY, H-10 LOADING PERC RATE <2 MIN/IN. ("C2" HORIZONS) Engineering by: Surveying by: SCALE DRAWN JOB. NO. CHAMBERS S.A.S. LAYOUT P.T.M. 186-05 NO G.W. ENCOUNTERED 12 West ErilgineenfitBWor s' T0,27.4. WarnerP.�.£ N.T.S. N.rs "T's' Road Forestdale,ros�sfield 02fi44d 22 Harwich MA 02645 DATE CHECKED SHEET NO. (508) 477-5313 (508) 432-8309 8/10/05 P.T.M. 2 Of Z