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HomeMy WebLinkAbout0036 BRAMBLE PATH - Health 36 Bramble Path Marstons Mills P A = 063 050 TOWN OoF� BARNSTABLE LOCATION Jlfl ��Ii �G7M SEWAGE# G�r— 0 VILLAGE ASSESSOR'S MAP&PARCEL 063—U S—D INSTALLER'S NAME&PHONE NO. N f,A.� q2 wi r SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO.OF BEDROOMS 3 OWNER PERMIT DATE: COMPLIANCE DATE: q U& .Zt 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 le c ' facifi ) Feet FURNISHED BY Al 6100, A4 C33+. `i r � , x � No. ;�Z I Fee to`o THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 4pliLatlon for Misposar *pstem Const union 3pPrmit Application for a Permit to Construct( ) Repair( ) Upgrade(X Abandon( ) ❑Complete System �Individual Components Location Address or Lot No.3b �j� Pu Owner's Name,Address,and Tel.No. , Assessor's Map/Parcel �j �f �klfta/ Installer's Name,Address,and Tel.No. Desi er's Name,A ress,and Tel.No. r Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.requ. ed) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title dMAVI Size of Septic Tank Type of S.A.S. Description of Soil 3 Na ur o Repai or A terations(Answer wh applicablekLr n 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 o the EnviLetalde and not to place the system in operation until a Certificate of Compliance has been issued by this o f Health Si d Date Application Approved by Date Jgr;F�2j Application Disapproved Date for the following reasons Permit No. Date Issued 1 tk t'Ws• w..y � � ,» 1 No. :O- 2,1 r VV2 Fee 60/ V' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: t/ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes M application for MIsposal 6pstem ConstructioIn Permit Application for a Permit to Construct( ) Repair( ) Upgrade( j, Abandon( ") ❑Complete System N Individual Components ; 0'♦ Location Address or Lot No. pat Owner's Name,Address,and Tel.No. Assessor's Map,Parcel �� 3—�j /// YUM Skj p a.a Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 11 " AV tnAVVY,04d till Type of Building: Dwelling No.of Bedrooms �� Lot Size sq.ft. Garbage Grinder( ) Other Type of Building Yr,/ +� m 0 No.of Persons Showers( ) Cafeteria( ) Other-Fixtures Design Flow(min..required)_,33Q..,___ gpd Design flow provided A54A gpd Plan Date ii� � ` Nuiribefr of sheets Revision Date Title QYI� !1 f'�t ✓�.. Ih� (Ib� Y 1? I�ICAv� _ ��y tll T Size of Septic��T--a��nk l d1� (Al I, Type of S.A.S. ,. A j` 1 . 1 a t~ ry Description of Soil 1� � , r -WA �✓� ®� ( i Nature of Repairs or Alterations(Answer when applicable) ,41_0 1 11/ h LIA) _y mn Date last inspected: `' - k �„r.�--�' `, -••`""mow-�--....... Agreement: r The undersigned agrees to ensure the construction afi maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5�of 1 the Environnt ntahCode,and not to place the system in operation until a Certificate of Compliance has been issued by thisoatdiof��H``etal Signed /lA� i� � ' *.. ! _. _Date Application Approved by � Date A lication Disapproved b t e r _ PP PP .�Y 6 {D Date "' •..., for the following reasons is Permit No. + ``fir" ` '.' 1 1 Date Issued ar' - -- --- ----- ---------- y THE COMMONWEALTH OF MASSACHUSETTS BARN MASSACHUSETTS "•1 _ }STABLE, � ,-• �. (Certificate of Compliance THIS IS TO CERTIFY,that the On-site �/Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by � ��t�,1(,m / gII ,Yf� } at 2)(/'� � ;t-.�jd. G` `l has been constructed in accordance r with the provisions of Title 5 and the for Dis osal System Construction Permit No. Z dat ed ted �, / P P Y � / �l Installer ,i i yZ Px I��l rhiy► -� t, Designer r I _ -- �y #bedrooms e Approved design flow t,/ gpd The issuance of this permit shall/not be construed as a guarantee that the system functio 8s gned. Date / Inspector \ .�""°--��•.._� - - - - - ------------------ - __ - -.----------- 'No. .�-)2_1 Fee */ ," t THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction Permit ` Permission is hereby granted to Construct( ) Repair( ) Upgrade(X) Abandon( ) System located at Z p ,,, �/� ��A�C ��,t J.C, 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 this permit. Date r f j 7-0 j Approved by _ ` - (r N ' Town of Barnstable Regulatory Services M Richard V.Scali,Interim Director 4 BAF.NsrABLE, '* 9�A 163 a�0� Public Health Division Thomas McKean,.Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax- 508-790-6304 Installer&D_esiener Certification Form " Date: � , ��� Sewage Permit#2(���O�Assessor's Map\Parcel o(03 O:_S6 Designer: s 1hC Installer: Q <<n ,(,s Qsnk �-A ` � J Address: )2 C.r h"P. e jc/ R.a Address: __�Ij � �l V �are�r�cc�e,t�'I�4 a zC�y� �c�,,s� pie., ,• i`�ly'�- Cfi2..�o `l � Z\ was issued a permit to install a (date) (installer) septic system at , ��wy based on a design drawn by (address) Crt i'r1 22rI' .. I-Va iL(s Jk dated y 'V Z,� V (designer) I 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. Strip out (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.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. Strip out(if required)was inspected and the soils were found satisfactoryy. I certify that the system referenced above was constructed in with the terms of the I\A approval letters (if applicable) �p , G h (Ins er s Signature) iyp.35109 (Designer's Signature) (Affix Designe ere) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL. NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED.BY THE BARNSTABLE PUBLIC HCEALTH.DIVISION. THANK YOU. Q'Septie'Designer Certification Farm Rev 8-14-13.doe Engineers note:This certification is limited to an as-built inspection of system.components as installed prior to backfill:The engineer did not supervise construction of the system.The installer assumes responsibility for all materials,workmanship,backfiliing to specified grades with proper compaction and setting risers/covers as shown on the design plan. / TOWN OF B STABLE ' OCATION SEWAGE # VMLAGE/" ,401 An A // ASSESSOR'S MAP & LOT NAME&PHO NO. tic, —bi I j&C�IQ ice SEPTIC TANK CAPACITY7z" W4AI, 0. I u S LEACHING FACILITY: (type) I Zr,C, n c pi � (size) NO. OF BEDROOMS WAR R OWNER V DATE: V O/L �m 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 IC Vm� z� Z"I r 0 COMMONWEALTH OF MASSACHUSETTS 7 lQJ EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SVev. TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS J SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM ' PART A cam._ CERTIFICATION 2,1 r= i Property Address: 36 Bramble Path ' ^J Marstons Mills MA 02648 I ✓7 Owner's Name: Don Webb Owner's Address: Sameci CZ) r— Date of Inspection: June 13,2005 Job# 05-175 co r*p Name of Inspector: PATRICK M.O'CONNELL Company Name: SEPTIC INSPECTION SERVICES CO. Mailing Address: 189 CAMMETT ROAD MARSTONS MILLS MA 02648 Telephone Number: 508-428-1779 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 1111 approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: 'OFF t � X Passes -- — � is • G , Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fails 0 �c Inspector's Signature' Date: 6/13/05 ��'��i,�FsNSPE����`°�• 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: Observed 2' standing water in pit,tank not in need of pumping at this time. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page I Page 2 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 36 Bramble Path,Marstons Mills Owner: Don Webb Date of Inspection: June 13,2005 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: _XX_ 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: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or repaired.The system, upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined"please explain. 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 ND explain: T41.q lnonartinn Rnrm All C17nnn 2 Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A - CERTIFICATION(continued) Property Address: 36 Bramble Path,Marstons Mills Owner: Don Webb Date of Inspection: June 13,2005 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water — Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: _ The system has a septic tank and soil absorption system(SAS)and the.SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. _ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: Titic G Tncnnrtinn Fnrm Aii qi,)nnn 3 r - Page 4 of I I OFFIC IAL INSPECTION FORM- NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 36 Bramble Path,Marstons Mills Owner: Don Webb Date of Inspection: June 13,2005 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: 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 II 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. Titles G Incnartinn A'nrm All si,)nnn 4 Page 5 of I I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 36 Bramble Path,Marstons Mills Owner: Don Webb Date of Inspection: June 13,2005 Check if the following have been done. You must indicate"yes"or"no"as to each of the following: Yes No _X_ _ Pumping information was provided by the owner,occupant,or Board of Health _X_ Were any of the system components pumped out in the previous two weeks ? _X_ _ Has the system received normal flows in the previous two week period? _ _X_ Have large volumes of water been introduced to the system recently or as part of this inspection? _X_ — Were as built plans of the system obtained and examined?(If they were not available note as N/A) _X_ — Was the facility or dwelling inspected for signs of sewage 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 baffles or tees, material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? X_ _ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location 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)) TItlA 4 incn—tinn Form Ail snnnn 5 Page 6 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 36 Bramble Path, Marstons Mills Owner: Don Webb Date of Inspection: June 13,2005 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 3 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms):330 Number of current residents: I Does residence have a garbage grinder(yes or no): Yes Is laundry on a separate sewage system(yes or no): No [if yes separate inspection required] Laundry system inspected(yes or no): Seasonal use:(yes or no): No Water meter readings,if available(last 2 years usage(gpd)): 2003—38,000 gal.2004—31,000 gal.=94 gpd. Sump pump(yes or no): No Last date of occupancy: Currently Occupied COMMERCIALANDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203):_ gpd Basis of design flow(seats/persons/sqft,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): Pumping Records: None GENERAL INFORMATION Source of information: Owner 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 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) _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: Compliance date: 7/15/77 Were sewage odors detected when arriving at the site(yes or no): No Titles C Tncnartinn Rnrm 411 s»nnn 6 Page 7 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 36 Bramble Path,Marstons Mills Owner: Don Webb Date of Inspection: June 13,2005 BUILDING SEWER: XX (locate on site plan) Depth below grade: 4' Materials of construction:_cast iron _X_40 PVC_other(explain): Distance from private water supply well or suction line: - Comments(on condition of joints, venting,evidence of leakage,etc.): SEPTIC TANK: XX (locate on site plan) Depth below grade: 4' 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: 10.5' long x 5.8' wide—1500 gal. Sludge depth: 3" Distance from top of sludge to bottom of outlet tee or baffle:30" Scum thickness: 1" Distance from top of scum to top of outlet tee or baffle: 6" Distance from bottom of scum to bottom of outlet tee or baffle: 12" How were dimensions determined: STICK WITH HINGE FLAP. Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): Baffles are intact,liquid level at bottom of outlet invert Inlet cover at grade GREASE TRAP: No (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.): Title C Tncna�tinn Fnrm�ii si�nnn 7 Page 8 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 36 Bramble Path, Marstons Mills Owner: Don Webb Date of Inspection: June 13,2005 TIGHT or HOLDING TANK: No (tank must be pumped at time of inspection) (locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass_polyethylene other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: XX (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.): PUMP CHAMBER: No (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.): Title f inen-rtinn Anrm Oil vmonn 8 Page 9 of 1 I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 36 Bramble Path, Marstons Mills Owner: Don Webb Date of Inspection: June 13,2005 SOIL ABSORPTION SYSTEM(SAS): XX (locate on site plan,excavation not required) If SAS not located explain why: Type _X_leaching pits,number: One 6x6 pit. 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.): Pit currently has 2'standing water and has never had more than 3' standing water. CESSPOOLS: No (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.): PRIVY: No (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.): T41. G TncnArtinn Fnrm (.i��nnnn 9 ' Page 10 of I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 36 Bramble Path,Marstons Mills Owner: Don Webb Date of Inspection: June 13,2005 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. Bramble Path Water service #36 Porch -19 21 26 18 27 61 Titles 10 I Page 11 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 36 Bramble Path,Marstons Mills Owner: Don Webb Date of Inspection: June 13,2005 SITE EXAM Slope None Surface water None Check cellar Dry Shallow wells None Estimated depth to ground water: More than 30 feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: Observed site(abutting propertylobservation hole within 150 feet of SAS) Checked with local Board of Health-explain: Checked with local excavators, installers-(attach documentation) _X_Accessed USGS database-explain: USGS topo map and town GIS You must describe how you established the high ground water elevation: Town groundwater contour map shows water below el.50 and topo map shows property above el. 100. Titla Tncna,-tinn 17nr 4/1 G/ION) 11 AZT 10 N�LMO� S E PERMIT NO. y LLAGE INSTAA L_LE tt,S NAME & ADDRESS B U 1,L D E R OR OWNER - �1 �. DA T E P E R M I T I S S U E D 2 ,� DATE COMPLIANCE ISSUED_ 7 ...f.>. � ,. ,. � / ��� �� k f .......... " mc........ ................ THE COMMONWEALTH OF MASSACHUSETTS !� BOa4R F HE L 3 ® � cv t7 oF.... . ... ..... . .................... --------------------- ,� lirtttiutt -fur Dhiv ial Works Tomitrurtiun Prrutit Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal ff 6 System at: .._...... _. ------------ ---- ..................... •Address o Lot "I .�ec� ..... --------------------------------------------- --- ---' � •-^ y Owner Address ................................................... � Installer Address y .� Q Type of Building Size Lot... .. ........ ......Sq. feet U Dwelling—No. of Bedrooms---------A---------------------------Expansion Attic ( ) Garbage Grinder ((�� aOther—Type of Building ............................ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) Pi Other fixtures ----- ------•-•--•---•-----•----. . W Design Flow..__.....__51Q.......................gallons per person per day. Total daily flow------24'VO-------------------------gallons. WSeptic Tank—Liquid capacity/_W-gallons Length................ Width................ Diameter-----.---------- Depth______-__._.-.. x Disposal Trench—No..................... Width------------------- Total Length-------------------- Total leaching area--------------------sq. ft. Seepage Pit No---------Co-....... Diameter.......... ----- Depth below inlet.................... Total leaching area------------------sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by------- ---------------••--•-••-•--••...._...........------•••-•-...-•_.. Date--------------------------------------- a Test Pit No. 1----------------minutes per inch Depth of Test Pit-------------------- Depth to ground water...-------._-.---.--_- li, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-_.-.-_.--_--_-___-_.__- �+ w fir r �/ Description f Soil &-••••.........AV...---C).&Yn...... � ......... �... ------------ (xj 'i'.�S_C? _ -- � �+ -1�I 4 _C Cam_1�` _ ....._ �1�_qL_Y-- V ��----------------- W ----------------------------------------------------------------------------------------------------------------------------------------------------------------------- -------------- --------------- t U Nature of Repairs or Alterations—Answer when applicable..----------------_.--.---_----.__.-._-__-____--_____-_-_--.--_._-_.-.--.-...__.-.--._-_..._ ------------------------------------------------------------------------------------------------------------------ -------------------------------------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article Xl of the State Sanitobs The undersigned further agrees not to place the system in operation until a Certificate of Compliance ha b he oard of kalth. f 1 �y / � �- /--- Signed � .7._ Date ApplicationApproved By-------- 14...•----••-••-•...-•----------------•--------------------------------•------•- •-••••-- .. ;2 Date Application Disapproved for 4re following reasons:----------------------------------------------------------------------------------------------------------...... -•-------------------------------------------------------------------------------•---•-----------------------------------------------------------------------=------------------------------------------ !/ Date ------------------------•--------------. Issued..... 14..................... Permit No. Date No......................... Fas.............................. THE COMMONWEALTH OF MASSACHUSETTS BOARP—GQF H Erb I .....lAw n _....OF....... .................. Appliration -for Uhipoiial Works Tonstrurtion Vrrufit Application is hereby'made for a Permit to Construct or Repair an Individual Sewage Disposal System at: .............. 0.................................................................................... /0...... .... . ........4......... .....C i�cation-Address 13t I 0,LNq_j .............................................. ... --------------­­­*-------------------------------------------- owner Address .............................................................. . .......... .... ------- Installer Address Type of Building Size Lot__/_'04.. ......Sq. feet U Dwelling—No. of Bedrooms---- ____Expansion Attic Garbage Grinder (4,)o*-- Other—Type of Building ---------------------------- No. of persons-_______.___________________ Showers Cafeteria P4 Other fixtures ------ ---------------------------------------- -------------------------------------------------------------------------------- -----------------Design Flow__.__.____. .......................gallons.per pet-son per day. Total daily flow------Z01 ______________-_-__--_-gallons. 1:4 Septic Tank—Liquid capacity/PiP.gallons Length_______________ Width__ Diameter-------- ------- Depth---------------- Disposal Trench—No No. --------------------- N�Tidth____ Total Length____________________ Total leaching area--------------------sq. f t. Seepage Pit No---------6_1----- Diameter._.__.__..G--------Depth below inlet____________________ Total leaching area------—---------sq. ft. Other Distribution box Dosing tank Percolation Test Results Performed by-------------------------------------------------------------------------- Date--------------------------------------- Test Pit No. I--------------.-minutes p'er inch Depth of Test Pit..-__-___.._____.__- -Depth to ground water--_____-_____-__-__-_ 0:4 Test Pit No. 2................minutesper inch Depth of Test Pit-------------------JDepth to ground water__-__-_____--___-_._.__. ------------ --------------------------------4t--------------------r ........ ...............................j.. ........ 0 Description pf Soil i-L --- --------- ---I-V--------- ------------- -------------- --J------- -----------------------------*.&...... -- -- --X- --------- ---yraw.3' U . ........................................ W Z ------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ U Nature of Repairs or Alterations—Answer when applicable--------------- --------------------------------------------------------------- -------------- ---------------------------------------------- ............................................................ ------------------------------------------------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary od The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b s u d bvot he-Aoard of alth. 44 - ---Signed .. ..... ............ _-------- ------------------ ate Application Application Approved By---------- - A..................................................... ........................ ....................... ....., ............ Date Application Disapproved for t 4 following reasons:---------------------------------.............................................................................. .................................................................................................................... ................. ------------------------------------------------------------ Date t No......../57, Permi ../........................................... Issued---------------------- ------- Date IT E COMMONWEALTH OF MASSACHUSETTS BOARI (0Q� F HEALT' H 1 . ....................OF..."................................................................................ Qlrrtifiratr of TOmpliaurr THIS O CE I T �Wl or Repaired FY, That the IrAividua SewaiWeisposal System constructed by................N.r...... ....... 21........ . ........ ------- ------------ ........... ........................................ . ....... .. .... ...... ......... -- ------------------------- )T-t 4 e r xo at......... ............... ............................ .I....................................................................................................... has been installed in accordance with the provisions of Article XI of The State Sanitary Code as described in the application for Disposal Works Construction Permit No---------).?/--------I-­----------- dated--------4 .............. 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 HEALTH 5-orn 'q ;Q 4. .............0 F--------- ------------------------------------------------- No......./21......... FEE....... tit ....................................................... Permission is hereby granted-------- ----------n-a-1.04--- -------------- to Constr ct or Repair an ljd.�iidua� AFe Disposal ifstem atNo..... . . ......... .................. .................. I, arl---W"."o.......----------- .......................... Street 7 as shown,on the application for Disposal Works Construction Permit No.-Z7�__ 'Dated____ V-.,0_ ...... ........*...... . DATE. . 7 rd of Health" t . --­7....................................... FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS �� TOWN OF BARNSTABLE BOARD OF HEALTH ARTICLE II: MINIMUM STANDARDS FOR HUMAN HABITATION Date ^ I� Time: In Out Owner i�fT�V�. Tenant Address Address 3 Complia ce Remarks or Regulation# Yes NO Recommendations 2. Kitchen Facilities 3. Bathroom Facilities 4. Water Supply 5. Hot Water Facilities 6. Heating Facilities Approved: 7. Lighting and Electrical Facilities E LD Cart. t_. 8. Ventilation 9. Installation and Maintenance of Facilities 10. Curtailment of Service 11. Space and Use 12. Exits 13. Installation and Maintenance of Structural Elements 14. Insects and Rodents 15. Garbage and Rubbish Storage and Disposal 16. Sewage Disposal TI-_1A-- 17. Temporary Housing kh 18. Driveway Width �)� L 19. Number of Tenants Observed PART II 37. Placarding of Condemned Dwelling; Removal of Occupants; Demolition Number of Bedrooms Number of Vehicles Allowed (max) .� Number of Persons Allowed (max) Person(s) Interviewed Inspector If Public Building such as Store or Hotel/Motel specify here I Ak— r w TO SCHLEGEL HOUSE - - = 3 6 BRAMBLE PATH _ _ r CM MI LLS, MA Y CAPITAL CAD No. Description Date COVER SHEET i � N ' Project number 1119 L6 t ; 138 SHORE ST. FALMOUTH, MA AO ch. DDMON Date 8-13-2013 Drawn by Author o Checked by Checker Scale rNi - o0 LEGEND/ABBREMATIONS OSMOKE DETECTOR CLR CLEAR MIN MINNIUM BASEMENT GARAGE QC ON CENTER (E)0SMN 235 SF P.T. PRESSURE-TREATED 496 SF TYR TYPICAL (3)2c 10 HEADER(E) C-P i-------------- ---- a ALIGN COLUMI IS WITH 2c4 BEARING WALL(EXISTING) I Y OPENNG ABOVE "—————— u EXISTING SPACE(PARTLY ANSHED) -- a S CAPITAL CAD SCHI..FGEL MICHELE G� No. Description Date CUDI B>MSpSEMENT PLAN 00 LO a 0 STRUCTURAL cn IN No.34774 Project number 1119 e77 138 SHORE ST. FALMOUTH, MA Ago 9Fc�gTEP``��,�``' Date 8-13-2013 Al M ADDMON FSS/ONAL�G Drawn by CRM o N c 41 Checked by --- Scale 1/4"= 1'-0" CID ch r 1 EMSTING 2A WALL A5 0CNSTR11CT10N,TYR i i i i i EXISTING PROPOSED KITCHEN UVING ROOM 279 SF 235 SF EXISTING PORCH o 196 SF ---- zo 10'-0" 04 i i (2)9 1/4" 1.9e LVL -- -- i i A4 PROPOSED DI M NG RC OPT - - ENTRY OFFICE 218 SF __ __ 103 SF 147 SF 13 F--- i PROPOSED PORCH 321 SF 00 42'-0" i i P�' 4 o� MICHELE ��, No. Description Date CAPITAL CAD SCH L.EG EL CUDrU FIRST FLOOR PLAN Q o STRUCTURAL y N + " No 34774 Project number 1119 z Q { q9 9FGISTEP�O�� Date 8-13-2013 Cl) 138 SHORE ST. FALMOUTH, MA ADDMON �FFssroNAL G� Drawn by Author o Checked by Checker Scale 1/4"= 1'-0" M 1 UNE OF ROOF ABOVE A5 NEW 2x6 WALL CONSTRL1C:11 ON R21 IMULA110N TYR r-------- ------------------------------------------------------------------------------- ------- --- LL aH1ro•EY V) CE 10 r�- BATH MASTER BATH 63 SF 69 SF c� o CLOSET , 41 SF i O ; BEDROOM G o U- V V 176SF J o o J N G V DN I 13'-0" (2) 1 3/4 x 9 1/4 1.9e LVL 1 , , A4 i O ----- MASTER BEDROOM BEDROOM I%SF ----_ 273 SF V L------- ---------------------------------------------------- �P� ASS No. Description Date CAPITAL CAD SCHL.EGEL �`�� MICHELE 9�tic SECOND FLOOR PLAN o CUDILO m v STR Project number 1119 UCTURAL -+ 138 SHORE ST. FALMOUTH, MA o 9° 774 ti Date 8-13-2013 A3 M M - ' 9�.�`�Q�sTE�``���`<Q Drawn by Author N ADDMON T S rA� Checked by Checker Scale 1/4" = V-0" c2 1 A5 PROPOSED SECOND STORY ADDITION ROOD 16' - 0" z MASTER ° BEDROOM BEDROOM � 196 SF 273 SF - U) 0o z ° w z SECOND FLOOR 011� EXISTING p DIMNG RCIOM EPFMY LAV PROP06ED ° o z PORN 218 SF I SF 29 SF OFFICE x co 1%SF 147SF w _FIRST FLOOR 0" as 4 a , BAS EMEN 3.5"DIA LALLY 00MIJMN6, — a O.C.TYR ' 496 SF PO w a e BASEMENT —8' — 6" V CAPITAL" CAD SCH EL No. Description Date Q BUI LEI NG SEC1lON 77 i Protect number 1119 138 SHORE ST. FALMOUTH, MA Date 8-13-2013 A4 M ADDMON Drawn by Author o Checked by Checker Scale 1/4" = 1'-0" Cl) 2x10 RIDGE BEAM 1 0�00_ < 2x6 @ 16'QC A4 ROOF � 16' - 0" `7 ASPHALT SHINGLES s 2"X 8"RAFTERS 2 7 R38 ROOF I NSULATION TYP. 2 @ 16'O C A5 17'F : 2!'X 8"FLOOR JOISTS — SIMPSON H25A HURRICANE TIES,TYP. J 2x8 RAFTERS AND LVL WITH JOIST HANGERS @ 16'OC CEIUNG JOISTS,TYR 0' -q ' ROOF 161 - 011 BEDROOM 76 SF 196 SF 2x 12 LEDGER W(2) LEDGERLICK FASTENERS °13 NEW SECOND FLOOR s. Imp EXISTING 8' - 0 �2 — —SECOND FLOOR 2"X 8"FLOOR JOISTS 8' - O" III @ I6"O.0 SIMPSON TIE LSSU28 2-2x6 P.T.W/SIMPSON FIRST FLOOR EXISTING DI ING ROOPO I PROPOSED AC4 TO 4x4 MIDI P.T. POST KITCHEN 218 SF PORC3-1 BID _ 2°X I Y'FLOOR JOISTS 279 SF 321 SF @ 'QC C SIMPSON ADU44 W7 5/8" BEARING W� FO�� 'I� lO oS7 R DIA ANCHOR BOLT TO PIER RFJNFOR�DVMTH — 2-Zx FIRST FLOOR x oil SIMPSON FJA_94'��O.0 ¢ 6l�__ ° o � � CC BLOCKING;TYR z - - - - V CONCRETE FOUNDATION WALLS --- TRIPLE 2x10 HEADER -- -loo __ — - � _I j (EXISTING) -- --\ I 496 SF - - = 12° DIA CONCRETE PIER -- -= TYP. cfx BASEMENT -8' - 61' — — _ — _ BASEMENT WALL SECTION 1 CROSS SECTION CAPITAL CAD SCH LE EL ��µ of MAS No. Description Date R' II A' ' S G o�'� MICHELEs9c�N W �� + W!� E�� Q + v ^ ST UCTl1RAL + Project number 1119CUDI N `' ' Date 8-13-2013 M 138 SHORE ST. FALMOUTH, MA ADDMON No 34774A5 q90 9FcIs7EP``��``� Drawn by Author o F`csSlpWAl�1G� Checked by Checker Scale As indicated c i Framing Schedule 1. Demo/remove existing roof system and shingles. 2. Run 2 x 8 Floor joists 16"o/c and box in and nail off in accordance to code. 3. Lay%" tongue and groove plywood flooring glued and nailed in accordance to code. 4. Construct exterior 2 x 6 walls beginning with gable ends. Frame front and back exterior walls 2 x 6 walls-all @ 16 o/c. and install exterior sheathing. 5. Allow all windows openings and doors to be headed off and add sill in accordance to code. 6. Install 2 x 10 ridge board and 2 x 8 rafters with 6" pitch. 7. Add Simpson H 2.5A Hurricane brackets to each rafter. 8. Construct center support wall. 9. Install 2 x 8 ceiling joists at 16"o/c and connect to 2 x 8 rafters. 10. Add 2 x 6 collar ties from every rafter span in top 1/3 of space. 11. Install roof sheathing. 12. Install windows 13. Add house wrap to weather proof second floor. 14. Install asphalt shingles and caps to roof to get weather tight. Insulation details - R21 fiberglass insulation will be used to insulate the second floor 2 x 6 walls - R38 fiberglass insulation wi I be used upstairs between the ceiling joists to insulate the attic space •. 4 sheries�® ©©©67 Hazel Path.Marstons BRAMBLE PATH ,/ 9Mi�s,MAU2648 \0 h�1 368ramble PK SET tij0 i // P.ath.MarstonsMills... 94,64 95,36 96.38 edge o f 96.10 95.22 9 pavement 95.03 94.74or by - cB e _ _9B N 42'10�00" E - `�� ' ,f A'P9"Ti UPE ER x 97.1 - \ 201.47' S' + 7.21 x 99.5 \ ' Ol-lox �\ LOCUS MAP � \ \ \ L/Gw j% 97.64 \ 93.39 \\ <\ '� -- 98 -- EXISTING CONTOUR x 98.89 97.61 97.18 Q y 93 PK sE x 100.98 EXISTING SPOT GRADE \ x :".,DRIVEWAY w p -{�GW - UNDERGROUND WIRES EXISTING GAS SERVICE \ �• `�\ I 97.91% __ �P f+ s, W EXISTING WATER SERVICE \ 1 93.67 \ \ +�5__`"9 98.73 + 7.36 x 97.12 �``'1 f O TEST PIT x 97 G� BENCHMARK . x 94 p l .70 9876 \� .68 I \ o�� � � ® LEGEND GARAGE ti 95.49 x 92,84 x 97.49 SLAB / 95.11 � \\ 1 ,\ x 97.50 I HOUSE TING /' BENCHMARK �I 97 s7 I COR./80TT. STEP f 90,10 T. \ x 92.36 \\ I CELLAR O.F.=98.8t O x l 0 EL.=94.84 x 92.36� FL.=91.4t JIf �� %7.14 JG / o \ x 92.16 \ /93.62 ' Q \+p'8�.60 \\ \97.12 OF�� O x 90.66 x 95.38 --�� / x BM �� I• T \ _�� 92.42 x N / <94.01 94.12 94.84 ` '96.03 i \ -0 92,a8x �` _�q.- EXISTING S.A.S. \i ^ ,--.� x TO BE PUMPED, FILLED WITH `.9n3.'�4- x 93.63 - 1 i 94.66 SAND AND ABANDONED OF 92.24 x �..'; O Ox O :,.� 93.99 r x-94.01 i \�� MgrS x 94.74 c/P�rin �'- _. �TP-1 - 94.00 SHED Ico N ° o PETER T. 9 11 �t McENTEE ___ TP-2 x 95 to CIVIL LOT 383 �� _---�-�x 93.40 I TENT I N o. 35109 45,296 ±SF � A6. ��93. x FG/S1- 93. x w � � 26 ° \ 96.98 x 95.49 96,46 x \ --- \ �% 92.45 92.83 251.38 95.14 I S 38-08'36" W EXISTING SEPTIC TANK 9378 PARCEL ID: 063-050 TOP OF TANK, EL.=90.91 CB 95.54 PROPOSED S.A.S. IN��DUT>=89.set��ERIFY> PROPOSED SEPTIC SYSTEM UPGRADE PLAN 3-500 GALLON CHAMBERS SURROUNDED W/4' STONE ; 36 BRAMBLE PATH, MARSTONS MILLS, MA r Prepared for: Bryan Shlegel, 36 Bramble Path, Marstons Mills, MA 02648 OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO. SCHLEGEL, BRYAN H 1"=30- P.T.M. 122-21 SCHLEGEL, SARAH P Engineering Works, Inc. E 36 BRAMBLE PATH 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. MARSTONS MILLS, MA 02648 (508) 477-5313 3/12/21 P.T.M. 1 Of 2 I b NOTE: TO PREVENT BREAKOUT, FINAL GRADE EXISTING SEPTIC TANK SHALL NOT BE AT, OR BELOW, EL.=89.0 HOUSE(136) INSTALL RISERS & COVERS OVER INLET & FOR A DISTANCE OF 15' FROM THE EDGE T.O.F.=98.8f p� OUTLET AND SET TO 6" OF FINISH GRADE PROPOSED D-BOX OF THE PROPOSED S.A.S. CELLAR �O FL.=91.4f INSTALL RISER & COVER PROPOSED S.A.S. SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND T.O.F=98.8t SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT �Fc� F.G. EL.=94.03t F.G. EL.=93.Ot VENT F.G. EL.=94.Ot F.G. EL.=93.6t to 93.5t 0 MAINTAIN 2% SLOPE OVER S.A.S. a' ' L = 38' _ PROPOSED PROPOSED S.A.S. S=1% (MIN.) ®LS=1%2MIN.) NI S.A. 3-500 GALLON CHAMBERS 4"SCH40 PVC 4"SCH40 PVC 2" LAYER OF 1/8" TO 1/2" O s" DOUBLE WASHED STONE --;� SURROUNDED W/4' STONE �a i 11 1as $ as (OR APPROVED FILTER FABRIC) 14" � s 2' EFF. aaaBaaa T Imo.---33.5 as®ease _ EXISTING 48" LIQUID DEPTH -3/4"WASHED STONEDOUBLE S.A.S. LAYOUT LEVEL GASADBADFFLE INV.=88.90 PROPOSED 4' 4.8' 4' ' _ INV.=88.73 INV.=89.58 D� EFFECTIVE WIDTH = 12.8' (VERIFY) 3 OUTLETS INV.=88.50 EXISTING SEPTIC TANK 3-500 GALLON LEACHING CHAMBERS GENERAL NOTES: SURROUNDED WITH STONE AS SHOWN H-20 RATED 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. NOTES: TOP CONC. ELEV.=89.6t 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS BREAKOUT ELEV.=89.00 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INV. ELEV.=88.50 eases LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: INVERTS, PRIOR TO INSTALLATION. aaaaaaaaaaa aaaaaaaaaaa -310 CMR 15.405(1)(b): LOCAL UPGRADE APPROVAL 2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE BOTTOM ELEV.-_86.50 1) A 3' variance to the 3' maximum cover requirement, for up to ON A MECHANICALLY COMPACTED STABLE BASE OR 3 x 8.5' = 25.5' 4' 6' of max. cover. S.A.S. shall be H-20 and vented. SIX INCH AGGREGATE BASE, AS SPECIFIED IN 310 4' OF NATURALLY OCCURRING 4' EFFECTIVE LENGTH = 33.5' 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR CMR 15.221(2). PERVIOUS MATERIAL - TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' (MIN.) ABOVE G.W. DESIGN ENGINEER. LEACHING SYSTEM SECTION 4) A GAS BAFFLE SHALL BE INSTALLED ON OUTLET TEE BOTTOM OF TEST PIT, EL.=91.8 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. SEPTIC SYSTEM PROFILE 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. SOIL LOG 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S. DESIGN CRITERIA DATE: MARCH 11, 2021 (REF#TPT-21-55) 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS SOIL EVALUATOR: PETER McENTEE SE-1542 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE NUMBER OF BEDROOMS: 3 BEDROOMS WITNESS: DONALD DESMARAIS R.S.HEALTH AGENT DIRECTED BY THE APPROVING AUTHORITIES. SOIL TEXTURAL CLASS: CLASS I (LOADING 'RATE=0.74 GPD/SF) ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY DESIGN PERCOLATION RATE: <2 MIN/IN 0" 0" THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 93.5 93.3 CONSTRUCTION. DAILY FLOW: 330 GPD FILL i FILL 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS DESIGN FLOW: 330 GPD 92.7 10„ g2 I 8„ IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND GARBAGE GRINDER: NO-not allowed with design C C REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF a PERC 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. .74 GPD/SF 30"/48" 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND EXISTING SEPTIC TANK: 1500 GALLON CAPACITY IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. PROPOSED D-BOX: 1 INLET, 3 OUTLET (MIN.), H-20 RATED USE 3-500 GALLON LEACHING CHAMBERS IN SERIES MED. SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN MED. SAND 2.5Y 6/6 36 BRAMBLE PATH, MARSTONS MILLS, MA SURROUNDED WITH 4' OF DOUBLE WASHED STONE 2.5Y 6/6 SIDEWALL AREA: 2(12.8' + 33.5') x 2 = 185.2 SF Prepared for: Bryan Shlegel, 36 Bramble Path, Morstons Mills, MA 02648 BOTTOM AREA: 12.8' x 33.5' = 428.8 SF TOTAL AREA:..............................................................614.0 SF 92.0 8 138 138' 91. Engineering by: SCALE DRAWN JOB. N0. Engineering Works, Inc. N.T.S. P.T.M. 122-21 PERC RATE <2 MIN/IN.1 "C" HORIZON 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(614.0 SF) = 454.4 GPD NO GROUNDWATER ENCOUNTERED (508) 477-5313 3/12/21 P.T.M. 2 Of 2 Y I s 10 'f rr L�--d IVO \ / LEAc leb-sae YE " TEST oL E DES UL. TS PER Town/ /e E c oR DS .40 M/N/MUNJ 6uILo/A/a .5E7"E3/1c /K leIc0 u/ ,c2E MEn/ ?"S 1.=/2 O//T 30 .S / D E / R E�9 ,� /5 � PROPoSEO BEh,2oo/�IS 2 .�E'PT/C Sys TE'IN-1 G Ol/S'7-i2 U C T/ OAV CO�/�oR/`�lo y"T�J 5S ENV/,2OI,/1'-IENTi9L CODE TOWAJ O ,c ,.�11 NS'74taL _ HEALTH. 2EGULf� T'/ On/S . J TOP of PROFILE Fo U^IDRTioN /V O S C L E / /MPERV/OUS co✓E)Q Y /o, Mf�NHOLECOVER TO xTE.ND 7-0 To PREVENT FINES GR19L)E PROM //JF/LT/2AT/NG /8"(2ov�,es j �Q COVER 1 B O x ✓"WioE PITCH FLOW L/n/E MJN. PITCH = r - I 9/g'r/ / p/fl_ �Fa o7 2 M�/ I_cH 24-'IFDOT q . j wA 5 N E D / . /Fo oT /5700 I i j S ro NE L EA c/1 Fi L L G/9 L LON /NVeRT I P/T C s INVERT CR P/9 c ITV i� AR oC)"D i SEPTIC Ti9NK 6 /oop ' (WATERY/Gl1T� INVERT RT � a�•L�?^� ` � ���6 /N V E,2T .5LJ1�SL"/�� l� I I j / GARB/9GE G21NDEP- ��� I ✓ I 1 - - -20' /-1/�,'/M U/'*I -r- < 21 >t � ' x 2 > s CERTIFIED In-1. 0?r /ZL/9I11 /2<5E L0L,-.1 cc::) . L D c /9 7-/ O Al �e 5 7-OAI ` MILL S A,�'4 " /e E FE-R E Al O E- , B E_ /itii G !_. G, STF�BLE COUNT"Y ,eEFGI' ST�? ,' S,E P T-t C <? f % v 3 ,E' - L.1CNt7 CC'3U2T 77->L ,4n/ 3G / sti E7' T! k ©F //�7 L) OI�,�' O P�K T.y D. SE 7--1 C ;-"Fl AJ � >z-Z G`ORGE G -T C E R 7-/ F y 7T1/f� 7- 7-H E F O U/�/D 7`/O A/ LOW, JR. � � o ' F R o M � o L)/v � /� 7- �Olti. N SHoW// ON TH / S PL q S LocF1 ON THE GRDUAj0 -35 SHow/v f/ER EON s7���4 C 19 �1 !D TN A 7- / 7- DBE C O Al/E D i2 M, suR. /)1-9 T-i5 T/ .T L E TO 7-/H,5 B U /L_ D - /W E Al TS D 77f4 E 7'"O k-V/V O F 21 D,,?7-,E /3 O DG�F H E LT f I R E G. L A N D S U R V Y O R .9/�P�O ✓E p �`� G �+