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HomeMy WebLinkAbout0104 TANBARK ROAD - Health Road 104 Tanbark Marstons Mills P PFI 100 023002 I, i No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZippYication for Disposal *pstrm (Construction 3permit Application for a Permit to Construct(r) Repair( ) Upgrade V) Abandon O Complete System ❑Individual Components Location Address or Lot No. 164 16AN$AK K" 10, M-M Owner's Name,Address,and Tel.No. Assessor'sMap/Parcel IW2- �OFN� //•1'1jID Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.. SOE�9�M�In/ 6:KCAvA71A/4 LLCIL !4tl:f(V A SdncS (AX. Type of Building: Dwelling No.of Bedrooms Lot Size n,3 20 sq.ft. Garbage Grinder( ) Other Type of Building pEdcu Ing No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) o gpd Design flow provided 3Cf71 2$' gpd Plan Date Number of sheets Z Revision Date M/1' Title f 110P05t:D st*7 L. �,£S 7-e1*1 VPfM;>l^ jelA't/ Size of Septic Tank &00 Type of S.A.S. (r? Description of Soil �C- ' XG Af j Nature of Repairs or Alterations(Answer when applicable) 1 Goo Of D,^ig Wr f 3/1S 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 TitleP nmental C n no o place the system in operation until a Certificate of Compliance has been issued by this Bo ` /S �/ 2 3� K igned Date Application Approved by Date �� 'j s — Application Disapproved by Date for the following reasons Permit No. �" )L Date Issued 6 l 4�0 No. �/ ✓✓ Fee ?7�/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION- TOV1 WOF BARNSTABLE, MASSACHUSETTS " Yes 01pplitation for Misposal 6pstem Construrtion Permit Application for a Permit to Construct(f) Repair( ) Upgrade'( ) Abandon( ) ❑r Complete System ❑Individual Components ? tt Location Address or Lot No. J( i A ,�t� f• 7 , " # Owner's Name,Address;and TeL No. o Assessor's Map/Parcel t ocJ {) , LXa Insialler's Name,Address,and Tel.No. Designer's Name,Address;and Tel.No. �,,,�y �.t;� fit,�-�;.��r �• •�unc5 1�. Type of Building: Dwelling No.of Bedrooms Lot Size )O 11 U sq.ft.. Garbage Grinder( ) Other Type of Building 1�o a I r No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required). , v gpd Design flow provided gpd Plan Date L�d'r 7 Number of sheets Revision Date til Title � �� 5{;: � C C> Size of Septic Tank t tit. t.' _ Type of S.A.S. Description of Soil c-tc u Nature of Repairs or Alterations(Answer when applicable) r f G'ao 4 ) i ,- U •+ •�rf� '' : Date last inspected: Agreement: r' ` 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*6f""the-E• ironmental Cod.,^d o to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date 9/ 7 )! G t/ Application Approved by Date Application Disapproved by Date for the following reasons Permit No. a ' �J Date Issued / " r +L� --- ----- ----------------- -- - -- - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS _ cErtificate 01_CotnYiance } THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( )A Upgraded(-�) Abandoned( )by >}� Vi'iti1/-i•1,•� ,(`CAVij J,A t { t at E U ?.� bpiR ✓, : t(' M has been constructed in acc r_ # with the provisions of Title 5 and the for Disposal System Construction Permit No. dated 10 Installer Designer #bedrooms Approved design flow /� gpd The issuance of this permit shall not be construed as a guarantee that the system will fixnctionas designed-- . Date Inspector \> 1tA�: h� - `'�• - - - ------------- ------------- -------- --- ---------------------------- ----------------------------- No. I Fee w. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction i3ermit Permission is hereby granted to Construct( ) Repair( ) Upgrade O Abandon( ) System located at t' ' ITAA-. �4 I K 11 0 A-1. } t 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 O f Approved by a,�✓('�i �_...r...., _ { Town of Barnstable Regulatory Services 1 $ Richard V. Scali, Interim Director ram, KAM Public Health Division wua" Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: Sewage Permit# coda/-45� '2 Assessor's Map�Parcel InD -Designer: va' r� Installer: , 7 Address: �c Za! 7 1' Address: OnWv�as issued a permit to install a (date) (installer) septic system at y T11-1V 1 rM A 1< Z-)_ based on a design drawn by (address) /�-O�ij K� . �EY e r -dated 2 I (desiper) 1 certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. 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) oA f' er's Sign tmej— �" - R No. 9940 4 esigner's Signature) (Affix ere) PLEASE RETURN TO BARN ABLE PUBLIC HEALTH D N. CERTIFICATE OF COMPLIANCE WELL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. QASeptic\Designer Certification Form Rev 8-14-13.doc COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION MAP � TITLE 5 C OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 104 Tanbark Road Marstons Mills Owner's Name: Paul Marry Owner's Address: Date of Inspection: 8/24/2004 Name of Inspector: (please print) Patrick T. Sullivan Company Name: Ready Rooter Mailing Address: P.O.Box 371 Sandwich,MA 02563 Telephone Number: _(508)888-6055 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 off Title 5(310 CMR 15.000). The System: r/ rasses Conditionally Passes Needs Further Evaluation by the Local Authority Fails Inspector's Signature: Date: 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 ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Page 2 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 104 Tanbark Road Marstons Mills Owner: Paul Marry Date of Inspection: 8/24/2004 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D C. System Passes: 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 oard of Health,will pass. Answer yes,no or not determined (Y,N,ND)in the for the following statepients. 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 io-minent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by t4ee Board of Health. *A metal septic tank will pass inspection if it is structurally sound,nodeaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: V 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: w 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): r, broken pipe(s)are replaced obstruction is removed ND explain: t f i Page 3 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 104 Tanbark Road Marstons Mills Owner: Paul Marry Date of Inspection: 8/24/2004 C. Further Evaluation is Required by the Board of Health: 1 Conditions exist which require further evaluation by the Boaro"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 determin 4 in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which wi protect public health,safety and the environment: _Cesspool or privy is within 50 feet of a s rface water _Cesspool or privy is within 50 feet of bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if al�y)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 wZ'one 1 of a public water supply. _The system has a septic tank and SAS and the SAS is wilt in 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 E failure criteria are triggered.A copy of the analysis must be attached to this form. Other: z Page 4 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 104 Tanbark Road Marstons Mills Owner: Paul Marry Date of Inspection: 8/24/2004 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes No Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool Z Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool Static liquid level in the distribution box above outlet invert due to and overloaded or clogged SAS or cesspool Liquid depth in cesspool is less than 6"below invert or available volume is less than'/2 day flow _Z Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped _ Any portion of the SAS,cesspool or privy is below high ground water elevation. Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy is within a Zone 1 of a public well. L Any portion of a cesspool or privy is 50 feet of a private water supply well. Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [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.] C-�)(Yes/No)The system fails. I have determined that one or more of the above 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 ith a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or"no"to each of the followm (The following criteria apply to large systems in addition to tVecriteria above) yes no / - —the system is within 400 feet of a surface drinKing water supply the system is within 200 feet of a tributary, a surface drinking water supply h system e the s s e is located m a nitrogen sen twe area Interim Wellhead Protection r - y g ( Area IWPA or a mapped Zone II of a public water supply wel If you have answered"yes"to any questio in Section E the system is considered a significant threat,or answered "yes"in Section D above the large syste has failed.The owner or operator of any large system considered a significant threat under Section E or f led under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should co tact the appropriate regional office of the Department. Page 5 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 104 Tanbark Road Marstons Mills Owner: Paul Marry Date of Inspection: 8/24/2004 Check if the following have been done. You must indicate"yes"or"no"as to each of the following: Yes No _,Z_ Pumping information was provided by the owner,occupant,or Board of Health Were any of the system components pumped out in the previous two weeks? Has the system received normal flows in the previous two week period? Have large volumes of water been introduced to the system recently or as part of this inspection? Were as built plans of the system obtained and examined?(If they were not available note as N/A) _ Was the facility or dwelling inspected for signs of sewage back up? _ Was the site inspected for signs of break out? _ Were all system components,excluding the SAS, located on site? _ 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? _/ _ Was the facility owner(and occupants if different than 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 _ Existing information. For example,a plan at the Board of Health. _ 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)] Page 6 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 104 Tanbark Road Marstons Mills Owner: Paul Marry Date of Inspection: 8/24/2004 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): Number of bedrooms(actual):_ DESIGN flow based on 310 CMR 15.203 (for example: l 10 gpd x#of bedrooms): 3 3 C)CQ--,P- Z) , Number of current residents: Does residence have a garbage grinder(yes or no): N=) Is laundry on a separate sewage system(yes or no):n�[if yes separate inspection required] Laundry system inspected(yes or no): — Seasonal use:(yes or no):�x� Water meter readings, if available(last 2 years usage(gpd)): 3 Sump Pump(yes or no):_ Last date of occupancy: G COMMERCIALANDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or o): Non-sanitary waste discharged to the Titl system(yes or no): Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: Was system pumped as part of the inspection(yes or no): '<tt5 If yes,volume pumped:j allons--How was quantity pumped determined? .Reason for pumping: ;N1r a��`� •r-��...c� c, �—1 v �` S . 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: Were sewage odors detected when arriving at the site(yes or no):'p'Dp `©' Page 7 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 104 Tanbark Road Marstons Mills Owner: Paul Marry Date of Inspection: 8/24/2004 BUILDING SEWER(locate on site plan) Depth below grade: — a 14 Materials of construction:_cast iron V40 PVC_other(explain): Distance from private water supply well or suction line: 40A Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: (locate on site plan) Depth below grade: Material of construction: 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: x Ct k y. Sludge depth: Vq't L Distance from the top of sludge to bottom of outlet tee or baffle: �q Scum thickness: 1'�) " Distance from top of scum to top of outlet tee or baffle: (" Distance from bottom of scum to bottom of outlet tee or baffle: How were dimensions determined: ,�•� y nt= p - • , Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): �'A� ���s \- a�� Ov�n� �� 4 i✓��.o�.�� W- l�a 1Il�-' �Si�(� .�1:O�W Y1Z z �G-7 4�r C.�.�\ `+�►����, �O �' 6 T .r-��Vc. GREASE TRAP:_(locate on site plan) Depth below grade:_ Material of construction:_concrete_metal_fiberglas as/ _other (explain): Dimensions: Scum thickness: Distance from top of scum to top of out/outleee Distance from bottom of scum to bottobaffle: Date of last pumping: Comments(on pumping recommendatiet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of l 1 i Page 8 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 104 Tanbark Road Marstons Mills Owner: Paul Marry Date of Inspection: 8/24/2004 TIGHT or HOLDING TANK: (tank must be pumped at time of' pection)(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 work' order(yes or no): Date of last pumping: Comments(condition of alarm a float switches,etc.): DISTRIBUTION BOX: present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Q Comments(not if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): S°��„.,, �•' L...-'��1„� c.t,�.Z"�^r� �--�,..�:�,�,�� c.�-v-�..r-- �d.�v't`e i �J� .�v'. PUMP CHAMBER: (locate on site plan) Pumps in working order(yes or no): r Alarms in working order(yes or no): '' Comments(note condition of pump c amber,condition of pumps and appurtenances,etc.): , Page 9 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 104 Tanbark Road Marston Mills Owner: Paul Marry Date of Inspection: 8/24/2004 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type S leaching pits,number: Ck,6 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.): rt t.�.G-3.oC_1_..�_ �'� [_��� +� ��,���� ��: �.`lam. C•.,.0 v......o.1`i� u CESSPOOLS: (cesspool must be pumped as pa f 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 inflo (yes or no): Comments(note condition o oil,signs of hydraulic failure, level of ponding, condition of vegetation,etc.): f PRIVY: (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,sign f hydraulic failure, level of ponding,condition of vegetation,etc.): Page 10 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 104 Tanbark Road Marstons Mills Owner: Paul Marry Date of Inspection: 8/24/2004 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. �U 3 Lj x i O Page 11 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 104 Tanbark Road Marstons Mills Owner: Paul Marry Date of Inspection: 8/24/2004 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water,>k 4 feet Please indicate(check)all methods used to determine the high ground water elevation: _,,,/—O btained from system design plans on record—If checked,date of design plan reviewed: � G,r Observed site(abutting property/observation hole within 150 feet of SAS) Checked with the local Board of Health-explain: Checked with local excavators, installers-(attach documentation) __LAccessed USGS database-explain: You must describe how you est blished the high ground water elevation: O r� GG �� ...............` ........_ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 1y� OF �j,41� ,............... ....................--------------------------------------------------- Appliratiou for Disposal lVinkg Tomitrurfion Prrutit Application is hereby made for a Permit to Construct ( ) or Repair an Individual Sewage Disp osal System at: �Y7 / L( 4 6 — J'Id �f�.N3A7Zf[ I�UA:) r1/�:lsfoN3 ✓ stL-5 ................_...............................................---R---,C-----•------------------ ------•----•---•------• __--------•------•----•----•--------------- M°ocation-Address or Lot No. `��6x �141 --n+7 --- � �Own��r J Address C 1 S �Cc a • •. -�� ---------------------------------------•-...._..._..._...._.......---- ------...----------------------------.............---- CQ Installer Address / C UType of Building Size Lot_._._ _________Sq. feet ,., Dwelling—No. of Bedrooms............................................Expansion Attic (Y) Garbage Grinder ( ) L4 Other—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures __________________________________ ______ W Design Flow_______________________��__5___.________..gallons per person per day. Total daily flow_-____-___3_�d........................gallons. 1:4 Septic Tank—Liquid capacity_AP qA_gallons Length................ Width................ Diameter---------------- Depth................ Disposal Trench—No. ____________________ Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) '-' Percolation Test Results Performed -zci)6 E �' W A 6-�Cj'` ____ 3d l e WY --------_} ---- Test Pit No. 1__.e _-__-minutes per inch Depth of Test Pit... ...... Depth to ground water----tvorrf (i Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water----_----------------- ....................................................................................................•----•----•---------•----••-------••----••••-••-••--••-•-----••-•-••-•---•----.....•----•---•--•••--.........................................................Description of Soil._____�_s"'..............................v.....__`'�l_._....R ``� ---------------------------------------------------•---------------.----------•••-----_---•- W ------------------------------------------------------------------------------------------------------------------------------------------------------------------ .................................... 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 .i:TT�'1F^ � 5 of the State Sanitary Code—Thndersigned further agrees not to place the system in operation until a Certificate of Compliance hasLnissue*Do'hboa?d,of health. Signed. ���a/ $------------------••••--------•----- DatApplication Approved BY �� /�L ............•-----• ---••-�_ /7:7• --•---------- DateApplication Disapproved for the following reasons--------- •-••-•--•----•-•--••------•---•--•----•-•--•--------- ------•-••------••--•- ......_..-•-------•-----•-----------------------•-•--•--•-----•-----•-•-------------------...-------...--•----------------•-----•----------••--_--•--•--------•-•-•••--•-------•-------••---•-•••-•----- GG r Date Permit No....�1.--C........0.7------------------------------- Issued...........1. Date 1 Fes$... - �t; THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH . • L.tl<....... - ..........OF... .... -------------------------------------------------•--............... Applira Lion for Uhipmaal Works Tomtratrtinat rrruat Application is hereby made for a Permit to Construct (-/) or Repair ( _) an Individual Sewage Disposal System at: •-............................................. ... ........................ ----------------------------------------- ocation-Address -j �,- ,r or!Lot No. ...........� C f... ... �4SY. y i 3 l S! -y 7 t ....._... .........J..-•----.......•-•-------------------•- - f..----` ---- �Owne�z,8 Address W 1. ltt-: aCo{c .......: d - Type of Building Size Lot----___ ---------------- � Installer Address �� .�, y 6.....S�• __f........... . feet Dwelling—No. of Bedrooms.............................................................................Expansion Attic (Y) Garbage Grinder (At) a'4 Other—T e of Building ..... No. of persons............................ Showers YP g --•-•-•---•------------ P ( ) — Cafeteria ( ) Otherfixtures ------------------------------------------------•---...--•----------------------------------------------............................................. Design Flow....................... .................... ..5..___...._..._gallons per person per day. Total daily flow..........3.�6 ................ 04 Septic Tank—Liquid capacityAa � .gallons Length................ Width................ Diameter................ Depth................ Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed b _�� I� )rr t >(t� C W 4 t 'V e�/_30 W Y `�---------------------•-------------- Date. A ..a Test Pit No. 1___d. ......minutes per inch Depth of Test Pit... ` :.'...... Depth to ground water_-_-_¢°4_C...... ._ . rX4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water...._-_--_______•--...._ P4 •-•-•-------------------------------•---•---------•-------------•-•-•----•---•-••----------•-............................................... 0 Description of Soil.------ --------s ~-+_....."":.......f} .................. U -------------------•----------------•--•---------------------•-------------------------•----------------------------------------------•---------------•--------------------------------••-......•..... W ---------------------------------------- ---------------------------------•----•--------------••--•-------------.._.........•----•-----•------••--•--••----••-----•••---•-•--•-•------------------------ U Nature of Repairs or Alterations—Answer when applicable.-----------------------------•-_--.--_--_------------__-_---_---______-__-•-_----------------_. ...........-............................................................................................................................................................................................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with TIT T-'.-. the provisions of TI:,.,._. 5 of the State Sanitary Code— Thyjndersigned further agrees not to place the system in %operation until a Certificate of Compliance has be•n issued y th board of health. l Signed. :!+ �... (u ! f d Application Approved BY J l = { - �� ----- �7.....T-9......... Date Application Disapproved for the following reasons:....................--------•------- ---------------•-----•-•.....•---••---------•---•--•--•---•--•------•-•--.....-•--•---••-----------•---•--------•--•--••--••-----•••---••--••--••----•-----------•--•---•-----•---•--....---••---------- r � Date Permit No. -�-(....-•-�--•----------•---------------- Issued ] J -/1----------------- Lct.. THE COMMONWEALTH OF MASSACHUSETTS 1 BOARD OF HEALTH wrrif irttr of f�latit�rltatttrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ) or Repaired ( } by----- =-----•° t c c e-------.q 'I Installer at-._.._f.-v- ---•__/-Y8 i'�n+/� Qr� f2 u�+> nw S j L y 'u 12� S --------------•------------•----•--•-------•------------------•-•------- has been installed in accordance with the provisions of TITiE 5 of The State Sanitary Code as descried in the application for Disposal Works Construction Permit No.___��_-_._c� .............. dated...._/----/�:._ //-__-------_----_--- THE ISSUANCE .OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE T T THE SYSTEM WILL FUNCTION SATISFACTORY. DATE .......�._:.1..7.:._c�. .-----••.......................•-•--...... Inspector__....................................................... 1- �t THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..................uu. ,/ OF.......�' aa° � ..............•---...--•--------....................._............ NO..{ FEE......G� _......... Disposal Vorkp Tian rudivt�t rratti# 4 a 1 Se'C1.s q 3'6� — Permission '"hereby granted...g' -=•-.----•---.....•----•..............--•••---•------•--•---•-•...•••-----••-••-•-•-•••............---•--.................---•-•••••- to Construct ( ) or Repair ( an Individual Sewage Disposal System at No. ,o......................................o i�n!� {zet Rop0 r;,� ro.n s 1.41(4 ----------------- ----------- - . -•----------------------•---•••------•--------•---•--•---------•-••--------------•--....---•-- Street as shown on the applicatio for Di osal Works Construction P I Na._�1 _. -__ _ ated.._ _!� __� '._J' 2jJ �",� Board t ealth DATE..................................----" ..........----- FORM 1255 HOBBS & WARREN. INC., PUBLISHERS r d� LIZ I TOWN OF BARNSTABLE LOC ION _�-�' �► �J�. I� '�(�; SEWAGE �/ VILLAGE lNl �oV, WJ aM S ASSESSOR'S MAP 6z LOT INSTALLER'S NAME 6z PHONE NO. , �c,�S c,� SEPTIC TANK CAPACITY ` i d d d �2� (Id►�S LEACHING FACILITY:(type) Le n6 (size) yC:e1�s— �- �O NO. OF BEDROOMS PRIVATE WELL O PUBLIC WATER BUILDER OR OWNER Cj p,,, �S�`t'� O ut C.c)CV, DATE PERMIT ISSUED: DATE COLiPLIANCE ISSUED: '2. 7 VARIANCE GRANTED: Yes No � v� �` 2Z� 3�° � , y I + a•• �. SHEET 7 OF 7 I roew >b � i MARSTONS MILLS LOT 130 ,aaw w 1#d +,t LOT 129 LOCATION MAP 1 01 ,am % lei i / �� LOT 12t .6 OT}32 4 7 �� .7 ry�. NA 14.n4 W G�M ­-%Lm ar b lOT 31 ` o , LOT 137 LOT 124�� LOT 106 `� �A, ,� a r- �44 >zsY ~� �. doh 9 • I I `\�� LOT 26 .04 2 I` ;y+W, LOT 123` J r�I I �� �►,L_ ,.4 I.I .�` LOT 13 [, lrh• aua Y a1a \� ►�- 'I ' LOT 149 � MtK \l�9 '�'� -� /__ l0T 134 doh I I y 1 ��' LOT 122 y,, AN a LOT 1 * L 133 , 'i \ '' �±d+ ' / `i ".$ 1 top sao6 21 1� � ( I�ly COT 107 1 LOT 148 ,,- l 1 'e m0' 40.0T 147 4s .. y �1, '^ S. ' LOT 119 % �� U ri i �L. 1 ,/ sa�a ar r.�.y �� .. \ �y.S �f'€ �LOT�141 ,` \� •+►�' �a�` � wwo s ~t$ � so.s s`!� v y,.4 too 1I, ftawa< a V. A. LOT 120 LOT 117 \ s$ 14 "no ar g- ¢ �� a`r toaoe sr �• aoar i = '6 y 1A\. �4A {, LOT 43 1 �.+ { $ h,b `�1 4r{ a M .:kl LO 1 ��� �' 9t• ��' lobo art -�''�' t� -\ I.b," *MEET 7A of 7 FwK- Sw,.. *.4b 1 LOT 115 COT 146 � to=w '$ `o '- �s a.Mf ap"T 7A of Lot 308 uts�r- +oan x �/'3 M t' �4 ` for I 7 ale_ ta4sMp� I � $`\ �, r LOT 116 LOT 113 A4 $ taaw ar ~ s �� LOT Ili 6 LOT lad `4� $LO'K 114 10-V,\w•� 11 s •s o.t o.4 boo E v,s 4er,wdt. Mal °+ r ir lsA I I 3 11 29 88 FINAL WMG. AND SEPTIC LOCATIONS PAL PLAN TION 1 10 112 INITIAL I ELK NO. DATE DESCMPnoN 8'Y BUILDING LOCATION PLAN � lil �•��` I �, MARSTONS MILLS WOODLANDS 110 r LOT LOT 109 BARNSTABLE, MASS CHUSETTS WOODLANDS ASSOCIATES IMArrTTRiJS SCALE: 1" a 50' J08 NO. 1338/,au-,o w o w too ..^ Asa e�^1 IEVT, 8[ mi 1AGNa mcuTt INC. r ; c 4' . • .. � aama ulmen ioneo eam w» NO REST XWI STREET CZNTLRM= yi► 0632 eV m SHEET 7A OF 7 s Ir a r wrsl sI wAe M MM I�R�-Q Oxi-even a eexLeR MARSTONS MILLS Ta�yi a® IN WL ® ® DESM CALCULATION$: ! 1 A I N cr a llt . f ALA tN M R !rel•h IR IOTAI 61M10 ILOe leCA7O1 MAP MR r11w/T M rc !am•ra re[ HJ�OAL/M.AAT x i W) �eAL T Am VR �� ML 111.1 1/r M A erelRse 011C TAM�CMUM �0A�AA r um v rl�ilssKv sts•ec sllrc Is�oAL raml sstew►Awr"�n`. VOL�L ' •� LrMUS Go="(warm snuwu an 04 ow va"I.0)•srlw.aq Idle easllR Lwow OINA M OK11AlUT1o11 y eeAe !OK NOTES: 1000 GAl ww e M M Im 0r evert r 10=M eeoLAwa ra wR sLss+reAQ 0a0lAl OI taa 1.ON SEfIIC TANK L r� r ( r I � a -asrgsr a�.L�.wa oc wawor w a myw wr wR UND 10 MM WAM A avm SEPTIC SYSTEM PR(1FI1 e I 1e I • sau w Ilelralo s rLACL CO w ALL OOle1R11R O1•R SN"A"2MM MMl Or PMU ow w errx �TTOM OF HEST MOtE OF wewrAM M-»LOAOelO was 11RT AK lose at NOW 10 rT.Or MIRE ON►AROM ANAL M-19 WMW LEACH INO PIT SIRE tat eo a=a�/o rL or MIRe an !• FORK M 1tR1e•AL CwAOL=uw,w lum e w rao IIOwO fib fta gM•le i LOT N0. ELEVATIONS LEGEND: ma sroT arlLwoM m ELEV. 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139� 1140i 141 142 143 144 145 146 147 148 149 ee�LrlowoMBOX o0 LOCM1 yy .O.FOUND. I I ; KNOM LrACHMCHM lIff rlr p A 7L!•5 19,5 71•0 7bo 700 110 60 7w.e 711E 16.9 _ f I PINOLA"Rsr I 7LA 1Ze 7f.f So.r M•f b f bL• ilo bl.e p• D6o %e 7)?!� r0 74,5 74.E 7f.0 7L4,r 7y,1 + ImIR MOWN*rrt I 71I,T 7oa 77 a 74.0 S7f.e 7f.6 *.f 7s.o 740 11a �.0 71,b 7s. A M ela axaw.a la! 9 7b•9 H.s i►o i}J 6b•1 N.o N! 715 lt,0 7s.e 7" 74.E 7�•0 7f.f � ! L 9 7H,41 71.E 77s 7bd 111.1 1b� - �,e 7M 15A f 71,6 7t+1 .7L1. 7ef 7e4 1so 74.E #4 7f.�i ,14,4 7i,4 >ti<1 7'1,1 7►4 W/1 K.S MAS ►1,0 71,0 C 10•1 6 s if.7 rse IA1 611 7ti 1L1 79.7 71.1 74,1 If-7 163' VI-S 173,170-s 77.e 71.6 N.HL - 77.7 -1%7 7f.t 14 '1") 1$-& 71•'1 10.+ },t 11.7 7>t 7iy 7f.s� 4 7A1, 72.y 7s.1 71• Hti1d K• Olt y6.7 'If.7 G D 70.0 H•e bo.9 6§4 60.1* t7,f i1e 7L0 11.E lid 79,5 74a Te.S fro 17.9 77,0 1►.0 "fv 7I � ! D 7s o - 71.3 Ttf 7f.e o 11.1 •/i,4 .?GI 7d.0 Jr.G 7b f -?so Is-4 79.0 74.4 7" 1s.1 71.E 'b. N 1 by o tie c ss 7k 3 E pm E,e.e of.y 6t,4 KA W) C410 hX, 71.3 72.5 st.3 76.9 1f.3 M4 n.0 &% 7►1 71•11 7%5 tY•e - TLj 77.5 7 7-*.J Aq 1"' 10.4 N•• , I yl,f 7L4 1s.• 71, s4.1 74.+1, 71L3 1 7Y.1 71•6 },A•H.f.b 0.0 I.4.0 644 Jk; E F /r1.o o0.6 jPf.1 I,t•t L,f.t Est y f` 7e.lr 761 7r.1 7s.y 1l.1 If.', I i 7FL, 7i.r 711 7Z1 77,1 7f,0 - 71.1 TLI L 7i.y 7e.1 7 70.1 H,4•H, 64-4 71•L I r 7t.� 711.1 T4.7. ;74.11 7i.1 Ibjp r,lr K.b 64.6 'Li,i 7b4 F G N.t iaf 65.0 1►0 kf,e 6%# bbf 70.E ILO 71.0 11.0 71,5 7f.0 lt.f 74's 74.9 77.5 71.0 Tao If.s - 77.0 11•0 14.E Tt.f 1e.f 1s.o Jo.t H•f" N.S 11•0 7t•9 .0 745,1170 1 y#e 7,9.0 11.E 1e•f 6&5 69.e 1ko G H Hr#f iL5 01•e 67.0 51.e ►t•f Mf Ifo K.o HLo 67•5 /40 N•f 71r.f 70.5 71,E 'Jl.o O 64.6 - 7/.0 71.0 o%.% w•f 64.0 We L.4.0 ys.6 y3s Wa L.►.b Lso 1's r 60o� '10 re,o bf.6 f4.5 yt.f 6410 06.5 ".o 640 H APPROVED: BOARD OF HEALTH 1f J f4f ffs fs•o feo �o fao f" ief 60 vt•o Me yl,f ee•e Of-9 Me yf,f 6.7.5 4.1v yie 64f - LZe 664 bbf L,►•f e0.0 At.*I be.s 54,t 04•9 tp0 tt.f We t4f &4.o &VO yi,o Wf /r•f Jbd 44,s gbc .o ".o J K 7s 0 7Y6 7e.0 aso µo 70.0 11•0 71•e 754 sa.o T7.f 7�e ? Ate" 1Aq it.t 14•s 7$1 to.e ev #ee 7/•S - $no "* ,6 1i,3 is.%[M.0 *.e 7s.0 #! K 7#b 7f•e 7L. 71►•i;77.0, 1f.b 74; 7A3 7 I• N.o 1b.! 1l.0 7K,o) #f L MS 71.5 We 09,e 60-5 64•0 10.1 7f•0 7#6 144E 7t.o 7s.4 1Zo 1f.9 71r.e M•o 7q.6 I MO 74.# 74.0 - no 7f•b 71.e I&,e 'ft 71,E '1" 754 9>Ne 71js 7,1.7 0 7e.e �e.el'i?ts 761v 7" 1t.e ll,e 10.0 7t6 �s L M 711.0 17.0 619 1 6s.5 60.0 MS 740 7t.9 n.o },3 14 2,1 7sA Is.b 71.s 1 me 7fe 74.1p 7I.6 o - 1 ) 7I.9 72 ►f 77 0 7y o 7o c 7s s e 7>!J 1s.f 7s,e 7 if. 74.4 7 7bo 70. 04•f Ito 1s.5 M N tt.o �,o pxe /so tf.o 7vo 7ae 71.s 7#0 743 14f 1101[�17* 740 74.4 11.4 �me 7.".FF7�177-.TM-0 �,0 7 }60 It......s 7b.f 7}0 /s•t 14.E 1f.o 71•! � �lb 14b 1+1.o N f 7s,0 TA4P 6f o 04,0 7b.S 10,5 .............. r- 1 12 a INITIAL ISSUE ktcT NO. DATE OESCRIP110N BY PERC TEST 1 PERC TEST 2 PERC TEST 3 PERC TEST 4 PERC TEST 5 SEPTIC SYSTEM DESIGN LOT 116 LOT 125 LOT 131 LOT 74e LOT 146 MARSTONS MILLS WOODLANDS � ��eL �ew .. Q1-7AAL'am �M ■ 40 eGNeMMe u1) A-eelet A A-esra 1•M an /♦A-MS e1e e,e1ee ere WAIMM res w,sl eae am BARNSTABLE, MASSACHUSETPS Wv � THO .. eA..am%was WOODLANDS ASSOCIATES REALTY TRUSWft am -eLw reaw ueAM gee sw am READ.ees erellle SCALE: 1' - 40 JOB NO. 1338/ne w ,w w � i'; •Aue wet q1 A ww1 �� � M 0 00 so l •1 OAR Or!dl RA nLLer OAR OF r0a laT� OAR d rOl RrT OAR Ol sm.Rt1Jtfldr MR er rat RSi�a . rOWNLAIM RAR <a 10"NOWD BY lOLAWN rum Aaw IIAR SLLOe/0LO1 r0100LA1a MR SL.IIxt/MOI r'OIDiA1Oe MAN SLLOLAIOI e10�sm 0T AaM- r'OLCRAl10M MR AA-=L#vR11 PERCOLATION SOIL TESTS LM F =G1 a •Ace ASsM WC. � 7ae1a J�.1S I'{�7 t�swao.e • ,, eea TIL41' 7LD1 si»r vats YA NilQSY LEGEND MARSTONS MILLS +, PROPOSED CONTOUR ® PROPOSED SPOT GRADE FALMOUTH RD. EXISTING CONTOUR LOCUS + 96.52 EXISTING SPOT GRADE �p0 104 TANBARK RD MAP 100 W— EXISTING WATER SERVICE J� n G� PCL 17-3 TEST PIT �G o� o5s P N SCALE: 1"=20' mQ 0 BENCHMARK CORNER h� BULKHEAD EL=99.1' TP-1 \ (ASSUMED) TP-2 MAP 100 Do vent h ' S PCL. 24 LOCUS MAP LOCUS INFORMATION MAP 100 •�� ATIO 0 �� F PLAN REF: 29500-D PCL. 17-2 a`o ��O TITLE REF: CTF# 186565 00, PARCEL ID: MAP 100 PAR. 023/002 ZONING: "RF" FLOOD ZONE: "X" COMMUNITY PANEL: 25001CO542J DATED:07/16/14 TOP OF TAW EL=96.3' �, o��v°�, �gc �� PROPOSED NEW GARAGE/ 1 s SEPTIC SYSTEM REPAIR PLAN 0 LOCATED AT: uT1uw POLE 104 TANBARK ROAD 4� - off MARSTONS MILLS MA. c� PREPARED FOR DRIVEWAY J 0 H N & N I C 0 L E t TATRO IN FENCE LINE APRIL 14, 2021 (TYPICAL 4, LOT 140 S�• ��� 10,320t S.F. \p P OF (0.24t AC.) �-� DAB M ,2�00• 9�i �� P��� �\\\K No 1140 MAP 100 PCL 23-1 4Pcw�� C2'h° jt%0F � NITWt` �y Ay CATCH BASIN JOHN , Z � ®(TYPICAL) DEMAREST,JR. w oNo.36859P 4 Q ZONING CLASSIFICATION — ZONE "RE" MEYER . & SONS INC. ss\ FRONT YARD SETBACK: 30', P.O. Box 9 81 Rl o` SIDE SETBACK: 15', y LA z REAR SETBACK: 15', E. SANDWICH MA 02537 PH: 508 360-3311 SITE SURVEY B Y: COVERAGE: � fax (774)413-9468 338 DEMAR 38 LAND SURVEYING 1176 SF(house) = 1176 SF meyerandsonstitle5@gmaii.com MAYFAIR ROAD 1176 SF/ 10,320 SF = 11.4 X coverage SOUTH DENNIS, MA 02660 MAX. BUILDING HEIGHT: 30' 508-364-9049 WIND ZONE CATEGORY: 110 MPH SHEET 1 OF 2 J 1680 r. T.O.F. NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS EL: 99.80 NOTE: PLACE RISERS OVER ALL COVERS W/IN 6" OF GRADE FINISHED GRADE (97.80) �F.G.EL: 98.20 F.G.EL: 98.0 F.G. EL: 98.0 � VENT " MAINTAIN 2% MIN SLOPE OVER LEACHING AREA OEM a• .D TOP TANK-EL 96.30 2" OF 3/8" DOUBLE WASHED 3/4" - 1-1/2" a STONE OR FILTER FABRIC DOUBLE WASHED STONE A 6" . « 4" SCH 40 PVC ILLi 10"1 amaL� O mama A: 14 s S= 1 aaaaammmamm TEE'S ARE TO BE (MIN.) 4" SCH 40 PVC INV.94.80 2' EFF. DEPTH ®®®®®®®®®®® INV: 95.0 INV.94.60 4' 2 X 8.5' 4' EXIST. INVERT GAS PROPOSED PROPOSED DB-3 B •. « • DISTRIBUTION BOX EFFECTIVE LENGTH = 25' 7 I NV. 9 5.2 5 em INV. ELEV.= 94.40 EXIST. 1,000 GALLON SEPTIC TANK GAS BAFFLE TO BE INSTALLED ON �Ni\ OF Mgsf9� BREAKOUT OUTLET TEE AS MANUFACTURED BY ti� DAR,EN1 M. <r ELEV.= 94.40 TUF-TITE, ZABEL, OR EQUAL ) M ,R TOP CONC. ELEV.= 94.40 NOTES: 1 CONTRACTOR SHALL VERIFY ALL EXISTING No. 11410� N y INV. ELEV.= 93.40 Bala mama PIPE INVERTS PRIOR TO CONSTRUCTION p ®®®amam 2) D-BOX SHALL BE SET LEVEL AND TRUE TO E/STtn�' mamaaaa GRADE ON A MECHANICALLY COMPACTED SIX MNIT00 BOTTOM EL.= 91 .40 ®®mamma INCH CRUSHED STONE BASE, AS SPECIFIED IN 3.75' 5 FT. 3.75' 310 CMR 15.221(2) 3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK SEPARATION 5.10 FT. EFFECTIVE WIDTH = 12.5' DAMAGEEDD,. OR UNDERSIZED. WITH GALLON SEPTIC TANK IF FAILED. SEPTIC SYSTEM PROFILE 4) INSTALL INLET & OUTLET TEES W/ BOTTOM OF TESTHOLE EL: 86.30 _ SOIL ABSORPTION SYSTEM . (SECTION) GAS BAFFLE AS REQUIRED (500 GALLON H-20 LEACH CHAMBER) GENERAL NOTES: SOIL LOGS P#: 21-77 DESIGN CRITERIA **NO PROPOSED INCREASE IN FLOW" 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL NUMBER OF BEDROOMS: 3 BEDROOM DWELLING BOARD OF HEALTH AND THE DESIGN ENGINEER. SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS DATE: MARCH 26, 2021 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE DESIGN PERCOLATION RATE: <2 MIN/IN LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: SOIL EVALUATOR: DARREN MEYER, CSE 1614 - 310 CMR 15.405 (1) (B): WITNESS: DON DESMARAIS, BARNSTABLE HEALTH DAILY FLOW: 110 G.P.D. X 3 BR = DESIGN FLOW: 330 G.P.D. 1) A 0.40 FT. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING GARBAGE GRINDER: NO (not designed for garbage grinder) TO BE UP TO 3.40 FT (MAX) BELOW GRADE VS REO'D 3 Fr. (1420/VENT PROVIDED) Elev. TP-1 Depth Elev. TP-2 Depth SEPTIC TANK: 330 gpd x 200% = 660 gpd, USE EXIST. 1,000 GAL SEPTIC TANK 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 97.80 0" 97.80 0" DESIGN ENGINEER. A LOAMY SAND A LOAMY SAND LEACHING AREA REQUIRED: (330) = 445.94 S.F. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 10YR 3/2 1OYR 3/2 .74 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 97.05 9" 97.05 9" ENGINEER BEFORE CONSTRUCTION CONTINUES. B B USE TWO (2) 500 GALLON H-20 PRECAST LEACH CHAMBERS W/ 4' 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. LOAMY SAND L0 5/8 1� SAND 5/8 STONE ON ENDS & 3.75' STONE ON SIDES: 25' L x 12.5' W x 2'D B. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 95.30 C 30" 95.30 C 30" BOTTOM AREA: 25' x 12.5'= 312.50 SF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY MUNICIPAL WATER. SANDY LOAM SANDY LOAM SIDE AREA: (25 + 12.5) X 2 X 2 = 150 SF 8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED 1OYR 7/1 10YR 7/1 TOTAL SQUARE FEET PROVIDED = 462.50 vs. 445.94 REQ'D TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE BOTTOM 93.47 C2 52" 93.47 C2 52" DESIGN FLOW PROVIDED: 0.74(462.50 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING PERC 0 EL 94.14 MEDIUM MEDIUM CONSTRUCTION. SAND SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND REMOVED PER TITLE 5. 2.5Y 6/4 2.5Y 6/4 REPLACE WITH CLEAN MEDIUM SAND PER TITLE 5 REQUIRMENTS. 86.30 138" 86.30 138" 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION PERC RATE <2 MIN/IN. (•C' HORIZON) 104 TANKBARK ROAD, MARSTONS MILLS, MA 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY NO GROUNDWATER OBSERVED Prepared for: Tatro AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY System Design and Topography Plan by: SCALE DRAWN 13. NO ABUTTING PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. 14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. ° 1. Darren M. Meyer, R.S.. CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 MEYER&SONS,INC. N.T.S. DMM to conduct soil evaluations and that the above analysis has been performed by me consistent with the PO BOX 981 15. ALL PIPING TO BE 4" SCH 40 0 1/8-/FT (UNLESS SPECIFIED) requirements of 310 CMR 15.017. I further certify that I have passed the Soil Eval. Exam in October, 1999. E4STSANDWICH,MA02537 DATE CHECKED SHEET NO. 508-362-2922 04/14/21 DMM 2 of 2