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HomeMy WebLinkAbout0089 GOOSEBERRY LANE - Health 89 GOOSEBERRY LANE MARSTONS MILLS A = 102 193 -- - -- - -- -- -- - - - - - - TOWN OF BARNSTABLE LOCATION L 'SEWAGE# aO�NC"'�- 3 SG( ASSESS R'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SCS$- SEPTIC TANK CAPACITY I _Tp C'j '6mrj— LEACHING FACILITY:(type) (size) �..�''x1 a ` NO.OF BEDROOMS EF"J� 4OWNER � PERMIT DATE: l l 2 a C7 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility Of 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 .ecQ.n �p'��i E k„CAL0311^6 w ` 1 1 � a 3 o o VrA << �= a3 (�{ CO l� Fee THE COMMONWEALTH OP MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitation for Misposal 6pBtem Construction permit Application for a Permit to Construct( ) Repair(V-lu"Pgrade( ) Abandon( ) ❑Complete System 21ndiidual Components Location Address on of No. �oS���.�r� Lip Owner's Name,Address,and Tel.No. S�� T) `7 f 7 AssessorYs 1Vlaaic l Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.'No.5©8 Type of Building: n Dwelling No.of Bedrooms 1 'J � Lot Size k d, `7:2- sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) I ` d gpd Design flow provided a © gpd Plan Date ( � Number of sheets Revision Date Title Size of Septic Tank ` 5®C0 C,s` Type of S.A.S.Cc,,,c-&e�<f CI J,4 �A­—� Description of Soil ��d.P, ��,1►a/�4 Nature of Repairs or Alterations(Answer when applicable) cZM_gg j'� Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by thi rd of S ed Date / Application Approved by Date o�b Application Disapproved by Date for the following reasons Permit No Date Issued 1110 ... a`.-�"' t %'}t: .. ,.. rR` � ; t .,._ -.ram'M.. y ,;.^r • h-- s, - 7',-..i ._.... �. THE COMMONWEAL-*-•O�'MASSACHUSETTS Entered incogxputer: Yes PUBLIC HEALTH DIVISION - TOWWOF BARNSTABLE, MASSACHUSETTS ZIPPlicatiott for -Misposal bpstem Construction Vermit `'Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon O ❑Complete System Eq ndividuComponents Locationdress of Lg`�o�o. G�`Q-C,�� [�p Owner's Name,Address,and Tel.No. S��7�",�"7 ,�n Assessors Map"/Parcel Installer's Name,Address,and Tel.No. S�`� b'�'`�` g S Designer's Name,Address,and Te1.tNo.S'tb �z.x-�-\t�a4��..r-, ` ae�.s v-e�c-.� w�, e.��� b Sc�•r.s t��n e N3C=-, oV- Cs ve S Type of Building: ( i�f 40 Dwelling No.of Bedrooms Lot Size dg "�2 sq.ft. Garbage Grinder(. ) #,._.. Other Type of Building �. No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) , d - gpd Design flow provided a , gpd Plan Date� ���C', Number of sheets ID Revision Date Title Size of Septic Tank ad C7 Type of S.A.S.S n 40�,cja e,-\j eC► ti.nLt...1`� (.t/l �ylltj Description of Soil e /1Nature of Repairs or Alterations(Answer when applicable) `—�,r►_ �A \ -• z x Date last inspected: IrV, Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this oard of ,x Signed Date Application Approved by "J Datee - Application Disapproved by Date for the following reasons Permit Noc � -3 5 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired Upgraded( ) Abandoned(`4 )by�R= _�?, �� at ;�••,� P.`1, r,�ra• �-.,t�, has been constructed in accordance j ( ^� with the provisions of Title 5 and the for Disposal System Construction Permit N,o��dated ( 1 J Installer Designer vN� �[ -�►�r Sees r..3, +��z, #bedrooms !- (� n,� rp r c l� Approved desi n flow / gpd 1 /� f P The issuance of thig pe it shall not be construed as a guarantee that the system will funcctio'!as designed. Date ( ! 7 0 Inspector 7��J 1 \j v - - N Fee, w ~ THE COMMONWEALTH'OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Misposal *pstem Construction 'Permit Permission is hereby granted to Constructs ' Repair Upgrade( ) Abandon( ) System located at tp �oko 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 /bVcompleted within three years of the date of this permit. Date ���� /� Approved t Town of Barnstable Regulatory Services Richard V. Scali, Interim Director sax�sr�, ��� Public Health Division i639. Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 n Installer& Designer Certification Form Date: �' I� &V Sewage Permit# �.e 4-3��( Assessor's Map\Parcel (2 �J Designer: a Installer: Address: Q uj Address: � � On �.,�.dc�,, ,��r t,� ;�was issued a permit to install a (date) ` (installer) septic system at 0 ��'b�� �� � based on a design drawn by (address) dated signer le rl'i I certify that the septi syste 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 satisfactory. I certify that the system referenced above was constructed in compliance with the terms of the IAA approval letters (if applicable) (Installer's Signature) . 1140 esigner's Signature) (Affix ere) PLEASE RETURN TO B TABLE PUBLIC HEALTH DI N. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc TOWN OF BA<RNSTABLE s 3 s BAR-W Or�d�inance ar Regulation TnTARNING �NO.TICE w Name of Offende= Manager Address of Of ten der ° My/MB Reg.# Village/State/Zip ' ► 4 A its`; M � � , a . �.� 1 Business Name am/pM, on 4 ► 20 Business Address � . Signatuseof `Enforcing `Officer Village/State/Zip } .L`ocatio'n of Offense ` / EnforcinglDept/Division Offense 104,40 ', � � . l ,, J p Facts t " 'tE. scr, w• . nu �`rx g 4i�` +p +l A 1. jy + 4,* raim(4 t ,e" •` '" ` `' ° ': This wi]:1 serve only =as a warning. Apt Vh-Igs• time no legal. action has .been taken. 'y"1k .i I:t is the goal of Town agencies, :took achieve voluntary compliance of. Town Ord'inances', Rules and Regulations , .Education efforts: and warning notices are atteinptsr to .gain voluntarykcompliance r4Subsequent violations. will result in appropriate legal action byth�e Town _ ' :, r WHITE OFFENDER- CANARX- o" �. ORD./REG-PROG PINK'. ENFORCING OFFICER:, GOLDr„ENFOR,CING DEPT. March 1612009 Town of Barnstable Regulatory Services Dear Mr. Cabot, Thank You for the information that you recently sent me via certified mail regarding rental property ordinance chapter 170. As you are aware, my husband and I currently reside at 89 Gooseberry In. When and if we decide to rent any rooms, we will follow the requirements as outlined in the above ordinance. If you have any further questions please do not hesitate to call me (508) 274-0965. Sincerely, Bethany A Gary f Town of Barnstable OF THE T Regulatory Services Barn Thomas F. Geiler,Director 1"mericaBCity Public Health Division D D BARNSrABLE, 9 MASS. g Thomas McKean, Director 2007 i639. 1%, 200 Main Street FO Mp'l Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 CERTIFIED MAIL 7007 3020 0001 3429 7908 March 5, 2009 Bethany Filling and Christopher Gary 89 Gooseberry Lane Marstons Mills, MA 02548 As of October 1, 2006 a new rental registration ordinance was put into affect requiring all property owners of rental units to register their rental units with the Town of Barnstable Health Division. According to our records, you own the rental property at 89 Gooseberry lane, Marstons Mills. According to the ordinance if you rent a room in your home you are subject to registration as a rental. Enclosed is an application. Please use a separate application for each rental unit you own. Should you need more applications, they are available online at www.town.barnstable.ma.us. Go to the Health Division page by looking in the Department Menu. There is a link to the Rental Registration information on the Health Division page. You may print out as many as you need, and return them to the Health Division with the appropriate 2008 fees included. Failure to comply with this ordinance will result in the issuance of a non-criminal ticket citation in the amount of$100. Each day of non-compliance is considered a separate offense. Should you hay.- any questions, please feel free to call 508-862-4644. Thank you in advance for your.cooperation. Jaime Cabot, R.S. Health Inspector Town of Barnstable Health Division Direct (508) 862-6451 Citizen Web Request Page I of 2 i`.,.�ft.5?L`a SDI"d.lil.i'.�•� Citizen Request Management - Internal Use Request ID: 24679 Created: 2/25/2009 3:49:52 PM Status: Closed Assigned To: Cabot, Jaime Health Office Chapter 170 : Housing Anonymous: Yes Category: Overcrowding Section 353-1 GarbagE and Rubbish E.C. Date: 3/11/2009 Created By: Wadlington, Ellen Citations: Health Office Time Worked: 5.50 Response Time: 6.50 Requestor Details: Email: Request Location: 89 GOOSEBERRY LANE Marstons Mills, Ma 02648 Parcel Number: IMap: 102 Block: 193 Lot: 000 Request: Renting, three adults in a one bedroom house and batteries and clutter in yard. Request Work History: Entered on 2/26/2009 3:13:45 PM by Cabot, Jaime JAC inspected property on 2/26/2009 observed several ATV and automobile battery's against the picket fence along the lot line also observed were 2 utility trailers auto parts and debris including rusted metal items. Entered on 2/27/2009 1:29:51 PM by Cabot, Jaime JAC spoke to homeowner gave until 3/5/2009 to correct violations. http://issgl2/intemalwrs/WRequestPrint.aspx?ID=24679 3/16/2009 Citizen Web Request Page 2 of 2 Entered on 3/4/2009 4:22:25 PM by Cabot, Jaime Homeowners sent letter to register rental by certified mail # 7007 3020 0001 3429 7980. Entered on 3/9/2009 8:56:39 AM by Cabot, Jaime JAC re-inspected the property batterys had been removed and jeep was moved.Will await response to letter to register. Entered on 3/16/2009 4:16:21 PM by Cabot, Jaime Bethany Filling states in a phone call with TM that there is no trash or garbage at the property A family friend stays there for free and that the batteries and tires had been removed. Internal Note History: System entry on 2/25/2009 3:49:52 PM: Assigned to Cabot, Jaime Entered on 3/9/2009 8:56:39 AM by Cabot, Jaime Building Department file contains photographs of the property. System entry on 3/16/2009 4:16:31 PM: Request Closed by cabotj http://issgl2/intemalwrs/WRequestPrint.aspx?ID=24679 3/16/2009- Citizen Web Request Page 1 of 2 R e^tis.aci. Citizen Request Management - Interna Use Request ID: 24679 Created: 2/25/2009 3:49:52 PM Status: Assigned To Staff Assigned To: Cabot, Jaime Health Office Chapter 170 : Housing Anonymous: Yes Category: Overcrowding Section 353-1 GarbagE and Rubbish E.C. Date: 3/11/2009 Created By: Wadlington, Ellen Citations: Health Office Time Worked: 0.00 Response Time: 0.00 Requestor Details: Email: Request Location: 89 GOOSEBERRY LANE Marstons Mills, Ma 02648 Parcel Number: Map: 102 Block: 193 Lot: 000 Request: Renting, three adults in a one bedroom house and batteries and clutter in yard. Request Work History: Internal Note History: System entry on 2/25/2009 3:49:52 PM: Assigned to Cabot, Jaime http://issgl2/IntemalWRS/WRequestPrint.aspx?ID=24679 2/25/2009 r�� VX - V 1C)WK1 . i COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS d DEPARTMENT. OF ENMRONMENTAL PROTECTION David B.Mason,R.S,Certified Title V Inspector,508-833-2177 TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION ; Property Address:89 Gooseberry,Marstons Mills,MA C--, C2 Owner's: Kearsey Owner's Address:89 Gooseberry,Marston Mills,MA ' Date of Inspection:July 12,2005 Name of Inspector: (please print)David B.Mason -- Company Name: N.A. °i rn Mailing Address:4 Glacier Path East Sandwich,MA 02537 Telephone Number:508-833-2177 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems.I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: Passes _Conditionally Passes _ Needs Further Evaluation by the Local Approving Auth ity Fails Inspector's Signatur • Date: 0- Y 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: System as inspected appears to have operated based on occupancy level. Increase in occupancy may cause hydraulic failure.The information as identified represents only the condition of the system on July 12,2005 at 4:30 PM. ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. i Page 2 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 89 Gooseberry Lane Owner: Kearsey Date of Inspection:July 12,2005 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: _ in% I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or 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 (THIS IS REQUIRED TO BE COMPLETED) 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: OFFICIAL INSPECTION FORM s NOT FOR VOLUNTARY ASSESSMENTS I 1 Page 3 of 11 PART A CERTIFICATION(continued) Property Address: 89 Gooseberry Lane Owner: Kearsey Date of Inspection:July 12,2005 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: The primary cesspool is not a typical configuration for a cesspool. It appears to be a pipe cylinder with an inlet pipe and outlet pipe with tee connected to a pre-cast 4'deepx6'diameter leach pit with stone. Permit on file with the BOH for the pre-cast leach pit. OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM Page 4 of 11 PART A CERTIFICATION(continued) Property Address:89 Gooseberry Lane Owner: Kearsey Date of Inspection:July 12,2005 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 '/2 day flow X Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of tunes 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. tThis 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. Page 5 of l l OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 89 Gooseberry Lamle Owner: Date of Inspection:July 12,2005 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? XT T 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 T 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)] OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENT'S SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM Page 6 of 11 PART C SYSTEM INFORMATION Property Address:89 Gooseberry Lane Owner: Kearsey Date of Inspection:July 12,2005 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design):2(per assessors records)Number of bedrooms(actual):2 septic design DESIGN flow based on 310 CUR 15.203 (for example: 110 gpd x#of bedrooms): (220 gpd capacity) Number of current residents:_2.5_ Does residence have a garbage grinder(yes or no): NO(Not Allowed) Is laundry on a separate sewage system(yes or no):NO [if yes separate inspection required]Per owner Laundry system inspected(yes or no):NA Seasonal use: (yes or no):NO Water meter readings,if available(last 2 years usage(gpd)): 2004:121,000 gal. 2003;130,000gal. Sump pump(yes or no):No Last date of occupancy:current COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CUR 15.203): gpd Basis of design flow(seats/persons/sgft,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:Barnstable Water Pollution Control,pumped on 5/10/04 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 _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:Approx.January 11,2001 Were sewage odors detected when arriving at the site(yes or no):NO OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM Page 7 of 11 PART C SYSTEM INFORMATION(continued) Property Address: 89 Gooseberry Lane Owner: Kearsey Date of Inspection:July 1.2,2005 BUILDING SEWER(locate on site plan) Depth below grade:Approximate;22 Inches Materials of construction:_cast iron X_40 PVC_other(explain): Distance from private water supply well or suction line:_NA Comments(on condition of joints,venting,evidence of leakage,etc.): Appears in good condition. No evident leakage. SEPTIC TANK:N.A.(locate on site plan) Depth below grade:6 inches 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: Typical 1500 gallon tank Sludge depth: 4" Distance from top of sludge to bottom of outlet tee or baffle:24" Scum thickness:2 inches 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: 12.5" How were dimensions determined: Actual measurements with tape and scour stick. Condition of tank(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.) PVC inlet tee in good condition,PVC outlet tee in good condition,Effluent level with outlet pipe. No evident structural issues. GREASE TRAP: N.A. 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.): OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM Page 8 of 11 PART C SYSTEM INFORMATION(continued) Property Address: 89 Gooseberry bane Owner:Hearsey Date of Inspection:July 12,2005 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.): DISTRIBUTION BOX: X_(if present must be opened)(locate on site plan) Depth of liquid level even with outlet invert: liquid level even with outlet pipe Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.):No indication of solids carryover. D-box 6 inches below grade. Dbox appears structurally sound. PUMP CHAMBER: (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.): OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS Page 9 of 11 PART C SYSTEM WFORMATION(continued) Property Address: 89 Gooseberry Lane Owner: Ilearsey Date of Inspection:July 12,2005 SOIL ABSORPTION SYSTEM(SAS):—X_(locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number X_leaching chambers,cumber: 1 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, etch One 5'x8'chamber with stone. There is 8"of effective leaching capacity remaining in the chamber. Camera utilized due to depth of chamber. No ponding of effluent or damp soil. CESSPOOLS:_(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: N.A._(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.): �v-.<aT dv<e a <av�vvti<�rre+<e»r<.se<�a� at�rB a.s�va <��v<aYnvry a as<i •ne^s�nf`a s<.+a♦re� Page 10 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 89 Gooseberry Lane Owner:Hearsey Date of Inspection;July 12,2005 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. INK - -�,-- 153 vZ 40 > I - T � I -- Barnstable Assessing Search Results Page 1 of 2 .Q ZT." } 17R`d4S ASS •I�3 .6 r .y E V W/V�J Cj/ S • a''- 3 3'Z 4 '^��%' B21 � _ ��:„hL-4.�sw-.,��� b i°_'.€ �� �Gi./ �� -.v�✓V -1�w'.�aF Home: Departments: Assessors Division: Property Assessment Search Results LANE Owner: Property Sketch Legend KERSEY,JESSE M& Map/Parcel/Parcel Extension 102 /193/ Mailing Address KERSEY,JESSE M& ; Y' K 31 NICKERSON,JENNIFER L - s 624 PHINNEYS LN CENTERVILLE, MA.02632 2005 Assessed Values: Appraised Value Assessed Value Building Value: $ 152,800 $152,800 Extra Features: $0 $0 Outbuildings: $0 $0 Land Value: $ 160,800 $ 160,800 Interactive Property Map: ap requires Plug in: Totals:$313,600 $313,600 1 have visited the maps before h `. Show Me The Mars i April 2001 photos available - - Sales History: Owner: Sale Date Book/Page: Sale Price: KERSEY, JESSE M& 4/27/2001 13771/081 $159,900 CHANNEL DEVELOPMENT CORP 12/19/2000 13438/274 $35,000 BANEVICIUS, VICTOR A&ADELIJA 1/10/1969 1425/169 $0 2005 REAL ESTATE Tax Information: Tax Dates: (per$1,000 of valuation) Ladd Bank Tax $56.92 Town Fire District Rates Othei $6.05 Barnstable-Residential $2.12 Land Barnstable-Commercial $2.80 C.O.M.M. FD Tax(Residential) $316.74 C.O.M.M.-All Classes $1.01 Cotuit FD-All Classes $1.28 Town Tax(Residential) $ 1,897.28 Hyannis-Residential $1.52 Hyannis-Commercial $2.39 W Barnstable-Residential $1.44 http://www.town.bamstable.ma.us/t.../displayparce103.asp?mappar=102193&SearchBy=Addres 7/19/05 Jan-23-01 03:42P 50B 77B 0770 P_02 '" i'Jk t ,3:�r1J�, C�i1�.Q�`5 fit4332 1 -c —;✓001 �� 10: 1 Oa DEED RESTRICTION WHFRFAS. Channel Development Corporation of 110 Breed's Hill Road, Unit 10. Hyannis, MA is the owner of 89 Gooseberry Lane located in Marstons Mills, MA and being shown as Lot 40 on a plan entitled"Subdivision flan of Sand Shore, a Wooded Area In Marstons Mills, Barnstable, MA for Hia Pearl Corp.", dated October 1957, Gerald A. Mercer&Co., Engineers, recorded with the Bamstable Registry of Deeds on October 17, 1957 in Plan Book 138,Page 25. WHEREAS, Channel Development Corporation as the Owner of said lot has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a variance from the 310 CMR 15.214 State Environmental Code,Title V. Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and to obtaining a building permit for this lot; WHEREAS,the Town of Barnstable Board of Health, as a pre-condition to granting the variance from 310 CMR 15:214, State Environmental Code,Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on this lot is requiring that the agreement for the restriction of the number of bedrooms in any house constructed on the lot be put on record with the Barnstable Cainty Registry of Deeds by recording this document. NOW,THEREFORE, Channel Development Corporation does hereby place the following restriction on his above referenced land in accordance with his agreement with the Town of Barnstable Board of Health,which restriction shall run with the land and be binding upon all successors in title: L OG GS : 1- Lot 40, Plan Book 138, Page 25,house#89 Gooseberry Lane in Marstons Mills, MA,may have constructed upon the lot a house containing no more than one(1)bedroom. Channel Development Corporation agrees that this shall be permanent deed restriction affecting 89 Gooseberry La-rie in Marstons Mills,MA,and being shown on the plan recorded in Plan Book 138, Page 25, Lot 40. For title of Channel Development Corporation, see the deed recorded at the Barnstable Registry of Deeds in Book 13438, Page 274. Executed as a sealed instrument this 17e"day of January, Channel Development Corporation By its Clerk COMMONWEALTH OF MASSACHUSETTS Barnstable County, ss Then personally appeared the above named.Timothy M. Pearson, Clerk and acknowledged(tie foregoing instrument to be the fr, act and deedChennel Development Corporation. J Notary Publli r;1Y COMMISS10tj i xoiliLS I LBRUARY A. )f10!j Jan-23-01 03:42P BOB 778 0770 P.01 [*ARMOOD CORPORATION MEMORANDIUM To: Danna Miorandi FAX 508.790-6304 Barnstable Health Inspector From: Tim Pearson Date: 01/23101 Re: Septic Compliance 89 Gooseberry Lane Marstons Mills Lag Na 21-1137 Attached please find a copy of the recorded Deed Restriction, limiting this home to one bedroom. If you have any questions,please let me know. TP: deb TWO SHEET(S)HAS/HAVE BEEN SENT VIA FACIMILE. jr-THERE ARE ANY PROBLEMS,PLEASE CALL 508-778-0734. MW 1;AAM i • Oil 2 y. IN � i ----------------------- ------- U 7 1 ___ _ ____ ------- _______ i ------------ I - - � v ._a.. 1 • `§ Public Health Division i. Town of Barnstable =l�E1 � PO Box 534 rill Hyannis,Massachusetts 021301 Fax(508)775-3344 �R Phone(508)790-6265rPL" �, AVoo i !t as a — s s � x s � �- !I � • i l W L i -L•I .ro.ws• ------------ Hi a !2 zoo GJGala: I/4' •-O" 3Ef) Health Division .., Public . b Town of Barnstable PO Box 534 -� Hyannis,Massachusetts 02601 Fax(508)775-3344 Phone(508)790-6265 A 2 00 C/, A ,Ba�ev%cius ,0s�6er MA -�000 �f6 77, �grhsl��elle- Q-ear /�r. A/c/le �7n lie 07�, 7�e' a „Va- rea"7 �7 ",el &I ���lg 7oose�err� dire ,elonow //A1,e07 117 Iva,� _ leo- JX kV lul 0 - . _ ...• _ - F.F.. -_ - -- - .,-_.. d__ e _ .. -�����'�' �?����.�/.4.�.». _ _... _ _ --.- I � i + �mot_ �+�....-'�R� '•'°�_-- _���.�. _��-_` _._ 'v ..��. wi. _-"�^ � �•r_ �-- ' -fir• 1 (�r�r-.-e..-,....�_.�_��.r-_ ` _ - - � - --- - i I TOWN OF BARNSTABLE CF TN E t0 �P� �►o OFFICE OF re ^ S 3AMSTAM i BOARD OF HEALTH Epp 1639 `�� 367 MAIN STREET �FE MFY HYANNIS,MASS.02601 April 11, 2000 Victor Banevicius 3 Birch Road Westborough, MA -1581 RE: 89 Gooseberry Lane, Marstons Mills A=102 - 193 Dear Mr. Banevicius: Thank you for attending the Board of Health meeting on April 10, 2000 to informally discuss your options regarding your property located at 89 Gooseberry Lane, Marstons Mills, Massachusetts. This vacant parcel is only 0.24 of an acre in size and is located within a Massachusetts Department of Environmental Protection designated nitrogen sensitive area. Therefore, according to the State Environmental Code, Title V, Section 310 CMR 15.214, this parcel is limited to a one bedroom dwelling. You do have the option of formally requesting a variance from the Board of Health to construct more than a one bedroom dwelling at this property. However, the Board of Health members explained to you that no technology exists which would meet the stringent maximum nitrogen limitation levels required by the MA. D.E.P. at this time. Therefore, it is unlikely that the Board of Health would grant such a variance request to construct more than one bedroom at this 0.24 acre parcel at this time. Sincerely yours, Susan G. Rask, R.S. Chairperson Board of Health Town of Barnstable SGR/bcs victor TOWN OF BARNSTABLE LOCATION 39 &Q0SC r-r- SEWAGE # 2000 -6ql (�� VILLAGE 1 ASSESSOR'S MAP & LOT 1 2 " M 1 t� INSTALLER'S NAME&PHONE NO. 1 l0001 I PCISEPTC ANK CAPACITY S7 0 LEACHING FACILITY: (type) I (size) 11dI) NO.OF BEDROOMS BUILDER OR OWNER PERMIT DATE:Jk d 2 I 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 I L A -T§ 2. 23 S ;6 93 y 21411 NO.ZJJ as S qI THE COMMONWEALTH OF MASSACHUSETTS FEE ! 'a BOARD OF HEALTH OF APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ()Q Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components Location ////�� I e / �© 7_ / k q3 U'nj IQ �fU IZc n I�Ow��l((' IkGrIYI; Maga csf# �..�`� j Ldress Lot# Q' v Telephone /Vnstaller'sName Q D er's ame . Telephone# Telephone# 1 Type of Building: Lot Size I D `1 d ' q.feet Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min required) gpd Calculated design flow gpd Design flow provided L Zd Plan: Date 1 Number of�ee — Revision Date Title TYn e S t Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator ate of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigne es to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further g s not to place the system in operation until a Certificate of Compliance has been issued /b'y�the Board of Health. Signed Date is FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 THE COMMONWEALTH OF MASSACH-USETTS EE / BOARD OF HEALTH OF i • APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Pe.trmit to Construct (X Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System El Individual Components g 0o Location �r f �.1 lXn,. Ip IIU '✓�ZtVJ 1 riWf��r e /7C�//I�1/�J✓f y Map/Part 75((� /`1— 7�7J5 0 7 j�dress 1 Lot tt Telephone# nstaller's Name D gner's Ilame Address Telephone# Telephone# 'r 1 Type of Building:R �.S t %-AM. Lot Size 1 o '"1 ✓ q.feet Dwelling—No.of Bedrooms, Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures ' 1°i'Design Flow(min required) _gpd Calculated design flow gpd Design flow provided t 2 gpd 1- 'Plan: Date 1i I Number of sheet Revision Date ttR Title Description of Soil(s) v _ Soil Evaluator Form No. Name of Soil Evaluator r � «¢V . ate of Evaluation ery/ DESCRIPTION OF REPAIRS OR ALTERATIONS The undersignedJagmes to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further g /s not to place the system in.operation until a Certificate of Compliance has been issued/by the Board of Health. Signed 1')(Date IQr inns v 3 FORM I - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 t No. L/ T COMMONWE,,rA��LTTH OF MASSACHUSETTS FEE - WANjCsOARD OF HEALTH CERTIFICATE OF COMPLIANCE _9' �^ Description of Work: ❑ Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Nbandoned at has been intalled in accordance with the p visions of 310 CMR 15.00 (Title 5) and hTe approved design plans/as-built plans relating to application _���(dated - �' " � _. A proved Design Flow (gpd) Installer 417 AAA ,. �w i Designer: Inspector / Date v The issuance of this certificate shall not be construed as a guarantee that th4vtem will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 r c� No.yA��,e• THE COMMONWEALTH OF MASSACHUSETTS FEE /'° BOARD OF HEALTH i DISPOSAL SYSTEM CONSTRUCTION PERMIT ° Permission is hereby ranted to Construct ( ) Repair. (" ) Upgrade ) Abandon ( ) an individual sewage disposal system at w as described F, in the application for Disposal System Construction Permit No. g � dated ��'"" �'gym. Provided: Construction shall be completed within three years of the date of this permit.All local conditions must be met. Date �A r` C�^' �. Board of Health z'' FORM 2 - DSCP DEP APPROVED FORM 5/96 •w ! FORM 1255 (REV 5/96) H&W HOBBS&WARREN rn PUBLISHERS- BOSTON 3' TOWN OF BARNSTABLE BAR—W 11519 Ordinance or Regulation WARNING NOTICE t�f jy j Name of Offender/Manager �63('�5 � lA�d` (,rt;, ,/ + &4(461oNJ ' �'`� r F.ddress of Offender a 6-s-e c"t'q "` - MV/MB Reg.# Village/State/Zips+�5�nwt d"�' 1# MA 0.6q 5 hiBusiness Name am/rpm., on O 20 13 Business AddressL /�---' Signature'of/Enforcing Officer Village/State/Zip Location of Offense �' � r�ti►�t � ' ! ��-. .�• Enforcing Dept/Division Offense- l��►a. ��� frt5 � �G � A1 - t)4-ee � / a tl `��f V� tt'=� arar�w,,.. + Facts �){'s*5 '54"<e 5�fc o�.�a �./ �'av G,►&V--kkAN" C,,01Pe4l'' . , 4al' U'V'E vt- 4,, Ih�r,�gt4 t.1+ '4i -7 This will serve only as a warning. At this time no legal action has been taken. It is the goal of Town agencies to achieve voluntary compliance of - Town Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result in appropriate legal action by the Town. WHITE-OFFENDER CANARY-ORD./REG.-PROG. PINK-ENFORCING OFFICER GOLD-ENFORCING DEPT. LEGEND MARSTONS MILLS PROPOSED CONTOUR c ® PROPOSED SPOT GRADE �pJ(ESIDE DR. —— 98 —— EXISTING CONTOUR SITE + 96.52 EXISTING SPOT GRADE n W EXISTING WATER SERVICE v , ® " 'W 82 81 \ O � TEST PIT 5a � � � % (SHUBAEL� 83 \ O SCALE: 1"=20' 2 rz BENCH MARK �� � GI ® \ \ V TOP OF DRAIN GRATE 84 77.38 \\ \ \ \\ 9G �(E$IDE DR. USGS DATUM ASSUMED 85 LOCUS MAP 1 \ `\ `\ � o LOCUS INFORMATION . \\ O \` \` 80 � PLAN REF: 138/021510 \ TITLE PARCEL ID: MAP 02.PAR. 193 PROPERTY IS IN ZONE II, IS IN ESTUARIES PROT. FLOOD ZONE: PROPERTY NOT IN FLOOD ZONE • SEPTIC SYSTEM o `\\ o \\ \\T ;'2 o� REPAIR PLAN SHED GL�\/s�. \ \\ ;'(P \ ` LOCATED AT: <<�'2 -Y `� oN \���� 89 GOOSEBERRY LANE 0, \ MARSTONS MILLS, MA `DTP-1 PREPARED FOR x CHRIS GARY/ 80 READY ROOTER EXC. 81 NOVEMBER 5, 2020 _---� 82 OF I? AGI,rJ' 83 o AR E Mo. Z84 M LOT 40 140 AREA = 10775 sf+ - CjE ` PLAN BOOK 138 PAGE 25 0° PLAN ASSR MAP 102 PCL 193 1°� > SCALE: 1 in = 20 ft 0 20 40 MEYER & SONS, INC. 0 10 20 40 P.O. BOX 981 EAST SANDWICH, MA. 02537 PH: (508)360-3311 FAX: (774)413-9468 meyerandsonstitle5@gmail.com SHEET 1 OF 2 J 1894 ELEV. TOP NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS FOUNDATION: BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE (Existing) FINISHED GRADE (83.50) = 86.17 �F.G.EL: 85.2 F.G.EL: 84.50 F.G. EL: 84.20 �• ,� MAINTAIN 2% MIN SLOPE OVER LEACHING AREA a 2" OF 3/8" DOUBLE WASHED F.G.EL=17, 1. r 3/4" 1=1/2" .. STONE OR FILTER FABRIC DOUBLE WASHED STONE 4„ SCH 40 PVC 10"I 14 e ® S= 1 (MIN. aaa®• o aaaa aaaaaaaaaaa ' TEES ARE TO BE INV. 82.0 2' EFF. DEPTH E3ME3 ®®®®® !► 4" SCH 40 PVC INV. 82.60 INV. 81 .80 4' 1 X 8.5' 4' EXIsnNc ouTLET BAFFLE LE PROPOSED DB-3 ..: .. ., .. . .•.. .. DISTRIBUTION BOX J EFFECTIVE LENGTH = 16.5' INV. 82.85 (H20) INV. ELEV.= 79.50 EXIST. 1,500 GALLON SEPTIC TANK GAS .BAFFLE TO BE INSTALLED ON ��� �Fss9r BREAKOUT OUTLET TEE AS MANUFACTURED BY o DAIRREN M lye ELEV.= 80.50 NOTES: TUF-TITE, ZABEL, OR EQUAL TOP CONC. ELEV.= 80.50 H •,. :: ': 1) CONTRACTOR SHALL VERIFY ALL EXISTING140 INV. ELEV.= 79.50 ®® , PIPE INVERTS PRIOR TO CONSTRUCTION aaa 2) D-BOX SHALL BE SET LEVEL AND TRUE TO � 0 aaaaaaa GRADE ON A MECHANICALLY COMPACTED SIXNITAR�aa ®aa®aa®®® INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM EL.= 77.50 5 FT. 3.5' 310 CMR 15.221(2) 3) REPLACE EXISTING 1,500 GALLON SEPTIC TANK EFFECTIVE WIDTH = 1 Z' WITH 1500 GALLON. SEPTIC TANK IF FAILED, SEPARATION 6.50 FT. DAMAGED OR UNDERSIZED. SEPTIC SYSTEM PROFILE SOIL ABSORPTION SYSTEM (SECTION) 4) INSTALL INLET & OUTLET TEES W/ BOTTOM OF TESTHOLE EL: 71 .0 GAS BAFFLE As REQUIRED (500 GALLON LEACH CHAMBER) DESIGN CRITERIA **IN ZONE 11 AND ESTUARIES PROT.** SOIL LOGS P#: ON FILE GENERAL NOTES: **1 BEDROOM DEED RESTRICTION ON FILE** DATE: SEPTEMBER 21, 2000 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL NUMBER OF BEDROOMS: 1 BEDROOM DWEWNG/2 BEDROOM DESIGN_ SOIL EVALUATOR: MIKE BORSELLI BOARD OF HEALTH AND THE DESIGN ENGINEER. SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) WITNESS: DONNA MIORANDI, BARNSTABLE HEALTH DEPT. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE DESIGN PERCOLATION RATE: <2 MIN/IN LOCAL RULES AND REGULATIONS. DAILY FLOW: 110 G.P.D. X 2 BR = 220 G.P.D. Elev. TP-1 Depth Elev. TP-2 Dept 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFlLIED PRIOR GARBAGE GRINDER: NO (not designed for garbage grinder) 81.0 0" 82.20 0" TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE SEPTIC TANK: 220 pd x 200% = 440 9 gpd, USE EXISTING 1,500 GAL SEPTIC TANK 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING LEACHING AREA REQUIRED: (220)/0.74 = 297.29 S.F. 80.50 s" s1.7o g" FROM THOSE SHOWN HEREON SHALL TI REPORTED TO THE DESIGN B g ENGINEER BEFORE CONSTRUCTION CONTINUES. USE ONE (1) 500 GALLON PRECAST LEACH CHAMBERS W/ 4' LOAMY SAND LOAMY SAND 2.5Y 7/6 " 10YR 5/8 " 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. STONE ON ENDS & 3.5' STONE ON SIDES: 16.5' L x 12.0' W x 2'D 79.0 24 79.70 30 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF C COARSE SAND C THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF BOTTOM AREA: 16.5 x 12 - 198 SF 2 5Y 7/4 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 76.0 60" 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. SIDE AREA (16.5 + 12) X 2 X 2 = 114 SF C2 COARSSAND E 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TOTAL SQUARE FEET PROVIDED = 312 vs. 297.29 REQ'D PERC TEST COARSE 2.SY 6/4 TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. DESIGN FLOW PROVIDED: 0.74(312 S.F.) = 230.88 G.P.D. vs. 220 G.P.D. req'd o a. 55.98 SAND 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE 2,5Y 6/4 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 71.00 120" 72.20 1 1 120" 10. EXISTING CONSTRUCTION LEACHINGTo BE PUMPED, CRUSHED AND FILLED PER TITLE 5. PROPOSED SEPTIC SYSTEM UPGRADE P LAN 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION PERC RATE <2 MIN/IN. CC2" HORIZON) 89 GOOSEBERRY LANE, MARSTONS MILLS, MA NO GROUNDWATER OBSERVED 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY Prepared for: Gary/Ready Rooter Exc. • I, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to, 310 CMR 15.017 •13: NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. Design and Site Plan by: SCALE DRAWN DATE to conduct soil evaluations and that the above analysis has been performed by me consistent with the 14: NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. MEYER&SONS,INC.requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Evol. Exam In October, 1999. p . 15. ALL PIPING TO BE 4" SCH 40 O 1/8/FT (UNLESS SPECIFIED) Poeoxssf N.T.S. DMM 1105 20 �REV DATE easTsaNOwiCr+MA 02537 CHECKED SHEET N0. 508-3622922 DMM 2 Of 2 i TOP FNDN. AT EL. 88.75' SYSTEM PROFILE VEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER: MICHAEL BORSELLI WITHIN 6" OF FIN. GRADE D. M10RAND1, RS 88 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 86.0' WITNESS: $ RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: 9/21/00 85.5' - FOR FIRST 2' i n IAE�f)E PROPOSED 1 500 3' MAX. PERC. RATE _ < 2 MINrF ./N� H GALLON SEPTIC $4,0' LOCUS g3.0 CLASS I SOILS P# -71 TANK (H- 10 } GAS -�82.21' A BAFFLE 82.38' G"�" C] El =1 O C7 C7 Cl E� 82.17 1-] 5' AT SIDES C700 C7 OC7oC7 a ( 12 % SLOPE) �6" CRUSHED STONE OR MECHANICAL = Q O a Q a a >• COMPACTION. {15.221 [21} �`' AT ENDS ELEV. ELEV. 4 DEPTH OF FLOW = ' ��0 2' ED � a = 0 a a O o 80.17' 1 o«� 0^ 85.7' O" Q 86.0' 'rAKEVOE DR. { 5 7 sLo�E} ( 1 % sLOPE) TEE SIZES: 10" 3/4" TO 1 1/2" DOUBLE WASHED STONE INLET DEPTH = 0 0 OUTLET DEPTH = 14" 8„ 6 LOCATION MAP NO SCALE FOUNDATION- 10 SEPTIC TANK 11' --- D' BOX LEACHING 4.47' B B 6 FACILITY 37 LS ASSESSORS MAP 102 PARCEL 193 LS ZONING DISTRICT: RF ?4" 2.5Y 7/6 83.7' 30" 2.5Y 7f6 83.5" YARD SETBACKS: 75.7' FRONT = 30' G- EXPECTED AT EL. 43f PER'C SIDE = 15' Cl C REAR 15' PLAN REF. - 138 25 COS / & GRAVEL COS FLOOD ZONE: C 610" 2.5Y 7/4 2.5Y 7/4 C2 LOT 41 CQs W/GRAVEL d'8 2.5Y 7/3 120" 75.7' 120" 76.0' , o C -- - -- NO WATER ENCOUNTERED NOTES: 0 , ©, , SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED } 1. DATUM IS FROM BARNSTABLE GIS MAP i1 .: 1.J e._ .•�.J.JaJ � +..1.v'� _ w..J ".• v.va .'L 'tI}11i < \ +,_sY LOT 40 , `1 -'C� �ny '0 D DE'I' ' r i-Uw 3. MINIMUM PIPE PITCH TO BE 1/R„ Pc-0 P" T i 10 10>707 SF 2a 5' , SLPTIC, TANK: 110 G'u ( 2 ) = 220 4. DESIGN LOADING FOR ALL PRECAST UNITS ?0 BE .4ASH0 H- 5: PIPE JOINTS TO BE MADE WATERTIGHT. USE A 1500 GALLON SEPTIC TANK .. - BENCHMARK: G. BASIN 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. } 20 , PROP. 10' AT ELEVATION 81.5' LEACHING: ENVIRONMENTAL CODE TITLE V. BECK DWELLING i SIDES. 2(16.5 + 11.83) 2 (.74) - 83 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE -- USED FOR LOT LINE STAKING. �- TF = 88.75' T 2 1 ('16.5 x 11.83 74) = 144 BOTTOM: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. TOTAL: 306 S,F. 22.7 GPD 9. COMPONENTS NOT TO BE BAGKFILLED OR CONCEALED WITHOUT r' USE (1} 500 GAL. ACME OR EQUAL LEACHING INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED ` FROM BOARD OF HEATH. J o - w 00 CHAMBER WITH 3.5' STONE AT SIDES AND 4' AT ENDS 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE i m TO COMMENCEMENT OF WORK/ ,� LOCATION OEUND & OVERHEAD UTILITIES PRIOR LEGEND 77 TLC' 5 S17E PLAN 'Es PROPOSED SPOT ELEVATION OF - --- 100x0 EXISTING SPOT ELEVATION 89 GOOSEBERRY LANE jald9 IN THE TOWN OF: 10o PROPOSED CONTOUR ( MARSTIONS MILLS B A R N S T A B L E goo � 100 EXISTING CONTOUR PREPARED FOR: MARKWOOD CORPORATION ., '(� q� LOT 39 �S fl s 20 0 60 20 40 }jt d BOARD OF HEALTH � APPROVED DATE ' MA SCALE: 1" 20' DATE: NOVEMBER 15, 2000 �' STy-I� off 508-362-4541 t e� fox wa 362-9m remove �.,�fCIJ,p,ttf c•. down cape engineering,eerin inc.P g g .11A of CIVIL ENGINEERS �`�`'H of o LAND SURVEYORS E 9r o H Lj 939 main �o st. yarmouth, ma 02675 a 00-330 �ssoF �Qa AL ItWEp-L.S. ATE III i _