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HomeMy WebLinkAbout0426 MARINER CIRCLE - Health - MarineriCircle Y - -- r ��� i aG �,y�� No. 5 Fee 160$Yee f THE COMMONWEALTH OF MASSACHUSd_TTS y Entered in computer: "} PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS application for Migoar *p6tem Construction Permit Application for a Permit to Construct(4lRepair( �Jpgrade( )Abandon( ) ❑Complete System ED Individual Components 4 Location Address or Lot No. qe A/ O er's Name Address/and Tel.No. Assessor's Map/Parcel , Installer's Name,Address,and Tel.No.5e 0— Designer's Name,Address and Tel.No. / V/,/v, Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) B0 KolG l 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 Certifi- cate of Compliance has been issued by this Board o Health. Sign Date Application Approved by Date 5 Application Disapproved for the following reasons Permit No. 5 1 5 b Date Issued 5 No. �C Fee '^-THE COMMONWEALTH OF MASSACHUS9'TTS Entered.in computer: Ye PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZIpprication for Zi5po5al *p5tem (Eottgtructiott Vermit Application for a Permit to Construct( -)Repair( `Upgrade( )Abandon( ) ❑Complete System ❑Individual Components. Location Address or Lot No. q,:? `'�I�4 a"�/'Jf' G1/^G//; Owner's Name,Address and Tel.No. Assessor's Map/Parcel 25�- � Installer's Name,Address,and'Tel.No.50,T elt U— 179 5 Des gner's Name,Address and Tel.No. j 08—ei'7�—.f31,F 4t%o!�/ 5 Type of Building: Dwelling No.of Bedrooms ✓ Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) j Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) hS l ". w �/=• G�t/ 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 Certifi- cate of Compliance has been issued by this Board of Heal Signe( Date Application Approved by ``�u `� Dates 5 Application Disapproved for the following reasons Permit No. QoO 1 5 Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (tertificate of QCompliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed(4--)Repaired( -)Upgraded( ) Abandoned( )by v as� ,� 0-e at Ca I'al T has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.•0 y0 5 1.5kdated Installer �os�J04 0' p'-a5 Designer f,�'c?�hlx'�= �Ga /wa' C 5 The issuance of this permi shall :The construed as a guarantee that�,th se—stein will f nction as designed f r Date ,3 / Inspecto�_ �� r�-k �� 1�, / ------------- ------------------ No. Fee �? THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS nigool by.5tem Conotruction Permit Permission is hereby granted to Construct(!-yKepair.( -)-Upgrade( )Abandon( ) System located at 41 d'!h 12�-e 1l G ls� and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. r- Provided:Constryctio, must bey completed within three years of the dated b of this �ertnit. t Date: ��� /a Approve-, _ Town of Barnstable i0sRegulatory Services Tbomas F.Geller,Director Public Health Division Thomas McKean,Director L 2o0 Main Street,Flyannis,MA 02601 Office: 508.862-4644 Fax: 508-790-004 Date: ((111 Sewage Permit# 0 /Sl! Assessor's Map\Parcel Designer: Installer: ^Cie Address:ddress: iAl 11 V-1- On ell�0 10.5-- was issued a permit to install a (date) (installer) septic system at based on a design drawn by J�ddress) 4 dated (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. 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 ens-built by designer to follow. 000 MUMIt T. (Ifistall r's Signature) CIVIL -41 (Designer's Signature) (Affix Designer's Stamp Here) IRN 19 BARNSTABLE full= HEALIU DIVISION CERT1E1L&Jg--U -E-NUAL N01 BE ISSUYAD 011L IJ THIS FORM AND AS BUL,T CALM AU 14L BAIWUABLI PUBLIC It THANK YQU. 11f 04.d" 5/25/01 1 NOTICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only. PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM 0C-e'+-e.?hereby certify that the engineered plan signed by me dated ������ , concerning the property located at meets all of the following criteria: • This failed system is connected to a residential dwelling only. There are no commercial or business uses associated with the dwelling. • The soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes per inch. The applicant may use historical data to conclude this fact or may conduct preliminary tests at the site without a health agent present. • There is no increase in flow and/or change in use proposed • There.are no variances requested or needed. • The bottom of the proposed leaching facility will not be located less than fourteen (14) feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the Frimptor method when applicable] Please complete the following: A) Top of Ground Surface Elevation (using GIS information) o B) G.W. Elevation '36 + adjustment for high G.W. 4k DIFFERENCE BETWEEN A and B SIGNED : DATE: I GI d ?NOTICE Based upon the above information, a repair permit will be issued for bedrooms maximum. No additional bedrooms are authorized in the future without engineered septic system plans. q:health folder.percexmp S. M Nor* Paa Y;Pi:p� NP PI MN y as:$ A 04 1 _�a ���; ��i � Q� VY.Oi4 / f IN p RR 6 9 e a Q Ulf Ili , 6i[ me -. a4 _ g� � �mroll mmmm a 9y °° EEEE NBT9`V!W R All $ a � l a R � iPl P }y 9 P pppp@@ ¢gs � d a 6�q� �$$qqyy L ' P PPP !Y N 'il IB' O 22 EEpEEp11C t@t@ O a` i! 18 .Q � � .,..�. � 18,11,11 4me d z � � . � Y�c a, & «,. lf: N N m8S9 T -�R. 7111 11 �- I-_4 1z fill; R R 1 TOWN OF BARNSTABLE i OCATION _ yZ 6 A4a SEWAGE# -ZOOS- 1,54 LAGE Go—ral ASSESSOR'S MAP & LOT -INSTALLER'S NAME&PHONE NO. S�D�- y20 -9738 �o � D�-dolt'-a� SEPTIC TANK CAPACITY 0/ ao LEACHING FACILITY: (type) 2-SOo t��liQirso"S (size) NO. OF BEDROOMS BUILDER OR OWNER �9 bra r-' PERMIT DATE: 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 cility Feet Furnished by fa ,4G[.d— r /H�oi^lrl�/" �/rGI/= �� ' `�,. L3�� I � Eck ---- s �, �i �p`• TOWN OF BARNSTABLE SEWAGE # 'ATION '�a Q r�/�c r �� r CA ,e. LAGS C D�4 ASSESSOR'S MAP & LOT Qv 0s'�D4g INSTALLER'S NAME&PHONE NO.�dZ� �� y Cdnt7 Lk 1- LA' SEPTIC TANK CAPACITY LEACHING FACILITY: (type) ` ) (size) NO. OF BEDROOMS OWNER Icr/y!e�� C °r0 w,4 e L/ PERMITDATE: __� COMPLIANCE DATE: Separation Distance Between the: Q� Maximum Adjusted Groundwater 'e to the Bottom of Leaching Facility Feet JVll 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 TOWIN OF.BARNSTABLE LOCATION SEWAGE # 200 S- /34 VILLAGE Go7wl7l ASSESSOR'S MAP & LOT 1STALLER'S NAME&PHONE.NO. 5�0�' Y?� —973� c�ose�l, SEPTIC TANK CAPACITY /000 LEACHING FACILITY: (type) 2-:5® awo4r s (size) . .�.$�JC / NO. OF BEDROOMS BUILDER OR OWNERS PERMITDATE: 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 00 Furnished by 444-dk� rl 1. r . s 4'y < i 2� 9% 100-J COMMONWEALTH OF MASSACHUSETTS R F EXECUTIVE OFFICE OF EOlY1IE �TAFAIRS 31 y�F' d DEPARTMENT OF ENVIRONMENTAL PROTECTION 2000 MAR 24 PM 2: 43 ..�,�..�... DIVISION TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION AP 4 Property Address: 426 Mariner Circle -- Cotuit MA 02635 Owner's Name: James Crowley Owner's Address: 51 Oxford Road Cotuit MA 02635 Date of Inspection: February 23,2005 Job#05-34 Name of Inspector: PATRICK M. O'CONNELL FXLE® INSPECTION Company Name: SEPTIC INSPECTION SERVICES CO. Mailing Address: 189 CAMMETT ROAD MARSTONS MILLS MA 02648 Telephone Number: 508-428-1779 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a D PP Y P P v�� iun►q�� approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ���� OF ��i, ��H Passes '•9C��'' Conditionally Passes =�� PAT •. y Needs Further Evaluation by the Local Approving Authority = M m X Fails — — z Inspector's Signature: - Date: 2/23/05 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: Liquid level in leaching pit had previously been at top row of holes in pit. Leaching pit has no effective leaching. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 Page 2 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 426 Mariner Circle,Cotuit Owner: James Crowley Date of Inspection: February 23,2005 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or repaired.The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined"please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the.distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: Titla;rncnartinn P^rm#<il ai,7nnn 2 f Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 426 Mariner Circle,Cotuit Owner: James Crowley Date of Inspection: February 23,2005 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(I)(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: TIt1P 1; Tncnartinn Rnrm A/1 3 Page 4 of l l OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 426 Mariner Circle,Cotuit Owner: James Crowley Date of Inspection: February 23,2005 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 gg 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 ''/z day flow —X_ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped _X_ Any portion of the SAS,cesspool or privy is below high ground water elevation. —X_ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. _X_ Any portion of a cesspool or privy is within a Zone 1 of a public well. _X_ Any portion of a cesspool or privy is within 50 feet of a private water supply well. X_ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form.] _Yes_(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 j "yes"in Section D above the large system has failed. The owner or operator of any large system considered a 'I 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. Titla S Inenantinn 17nrm 0;/1 ai,)nnn 4 Page 5 of I I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 426 Mariner Circle,Cotuit Owner: James Crowley Date of Inspection: February 23,2005 Check if the following have been done. You must indicate"yes"or"no"as to each of the following: Yes No _ _X Pumping information was provided by the owner,occupant,or Board of Health _ _X_ Were any of the system components pumped out in the previous two weeks? _ _X_ Has the system received normal flows in the previous two week period? _X_ Have large volumes of water been introduced to the system recently or as part of this inspection? X_ Were as built plans of the system obtained and examined?(If they were not available note as N/A) _X_ Was the facility or dwelling inspected for signs of sewage back up? _X_ _ Was the site inspected for signs of break out? _X_ _ Were all system components,excluding the SAS, located on site? _X _ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? _X_ _ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes no _ _X_ Existing information.For example,a plan at the Board of Health. X_ _ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(3)(b)] Title Iq Tncnantinn 17nrm(./1 S/7Tln(1 5 Page 6 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 426 Mariner Circle,Cotuit Owner: James Crowley Date of Inspection: February 23,2005 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 3 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms):330 Number of current residents:0 Does residence have a garbage grinder(yes or no):No Is laundry on a separate sewage system(yes or no): No [if yes separate inspection required] Laundry system inspected(yes or no): Seasonal use:(yes or no):No Water meter readings,if available(last 2 years usage(gpd)): 2003—59,000 gal.2004—54,000 gal.=154 gpd. Sump pump(yes or no): No Last date of occupancy: Two months prior to inspection COMMERCIAL/INDUSTRIAL 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 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: None Source of information: - Was system pumped as part of the inspection(yes or no): No If yes,volume pumped:_gal Ions--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: Early 1980's I Were sewage odors detected when arriving at the site(yes or no): No Titla G I7nrm 411 sionnn 6 Page 7 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 426 Mariner Circle,Cotuit Owner: James Crowley Date of Inspection: February 23,2005 BUILDING SEWER: XX (locate on site plan) Depth below grade: 1' Materials of construction:—X_cast iron _40 PVC_other(explain): Distance from private water supply well or suction line: 30' Comments(on condition of joints, venting,evidence of leakage,etc.): SEPTIC TANK: XX (locate on site plan) Depth below grade: 8" Material of construction:_X_concrete_metal fiberglass_polyethylene _other(explain) If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of certificate) Dimensions:8.5' long x 5.2'wide—1000 gal. Sludge depth: 3" Distance from top of sludge to bottom of outlet tee or baffle: 27" Scum thickness: 3" Distance from top of scum to top of outlet tee or baffle: 7" Distance from bottom of scum to bottom of outlet tee or baffle: 9" How were dimensions determined: STICK WITH HINGE FLAP. Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): Baffles intact with some solids in outlet baffle Liquid level at bottom of outlet pipe GREASE TRAP: No (locate on site plan) Depth below grade:_ Material of construction:_concrete_metal fiberglass_polyethylene_other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): Titles S Tncnartinn Pnrm Aii gijnnn 7 Page 8 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C j SYSTEM INFORMATION(continued) Property Address: 426 Mariner Circle,Cotuit Owner: James Crowley Date of Inspection: February 23,2005 TIGHT or HOLDING TANK: No (tank must be pumped at time of inspection) (locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass_polyethylene other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: XX (if present must be opened) (locate on site plan) Depth of liquid level above outlet invert: 0" Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): Observed hieh stain 2"above outlet pipe solids present PUMP CHAMBER: No (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): Titles i Tncnantinn 17nrm 411 ci�nnn 8 Page 9 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 426 Mariner Circle,Cotuit Owner: James Crowley Date of Inspection: February 23,2005 SOIL ABSORPTION SYSTEM(SAS): XX (locate on site plan,excavation not required) If SAS not located explain why: Type —X_leaching pits,number: One 6x6 pit. leaching chambers,number: leaching galleries,number: leaching trenches,number, length: leaching fields,number,dimensions: overflow cesspool,number: innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure, level of ponding,damp soil,condition of vegetation, etc.): Liquid level previously at top of pit pit has no effective leachine available CESSPOOLS: No (cesspool must be pumped as part of inspection) (locate on site plan) Number and configuration: Depth—top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): PRIVY: No (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of sail,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): T41. Iq Tncnanf;nn pj% m 4/1 cnnnn 9 Page 10 of I I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 426 Mariner Circle,Cotuit Owner: James Crowley Date of Inspection: February 23,2005 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. Mariner Circle Water service Driveway #426 Gar. 25 44 28 46 36 50 Titles S inenantinn Pl% m <11 imnno 10 Page 11 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 426 Mariner Circle,Cotuit Owner: James Crowley Date of Inspection: February 23,2005 SITE EXAM Slope None Surface water None Check cellar Dry Shallow wells None Estimated depth to ground water: More than 30 feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: Checked with local excavators, installers-(attach documentation) _X_Accessed USGS database-explain: USGS topo map and town GIS You must describe how you established the high ground water elevation: Topo map shows property at el.70 and town groundwater contour map shows water below el.30. Titles C inonantinn P^r 4n ci,)nnn 11 0Z4 0 �8 �'10 CAT ION � � SEWAGE PERMIT NO. �� N&,Q� 79- 6: oQ JVILLAGE F I N Sj A LLER' NAME i ADDRESS V%lp - BUILDER OR OwNE Zee DATE PERMIT ISSUED , DAT E COMPLIANCE ISSUED ` r j �b NoO... Fps............................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH { ....... .........OF........... _. .................................... ... s Appliration for Bi-qpnsal Works Tomitrurtinn ramit a Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at !-fit . _ AA ...... n_ .. .......... .......................................................................................... Loca i n- re s ... �- •-• -- �- -----------•---------- ------� .. ..... ..........: .. . gr ... (- h (�(� Address `i Installer Address P F. Type of Building Size Lot_.. +_ .Sq: feet.%:. V Dwelling—No. of Bedrooms......_e...._..S......................Expansion Attic ( ) Garbage `o a Other—Type of Building"UM�A I_P:iI.. No. of persons............................ Showers ( '.) — Cafeteria ( ,) Other ures ---------------------------------- W Design Flow ........ ........................gallons per person er _ .. - _.._....__._.__.._....._gallons. WSeptic Tank�Liquid ca acit ,'�y allons Len th.. Z)..... Width.. _ .. Diameter_----_......... Depth....'............ x Disposal Trench—No..................... Width-..._......._...... Total Length.................... Total leaching,area....................sq. ft. Seepage Pit No--------I........... Diameter..... ............ Depth below inlet..... .-A....... Total leaching area_.S.QS..sq. ft. Z Other Distribution box ( ) Dosing tank�. ) 67e0.4 Percolation Test Results Performed by.__ ............6% ....M........... Date..... . 4LY./7-9_...... 0.4 Test Pit No. 1.... ._minutes per inch Depth of Test Pit.................... Depth to ground water........................ Gx, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 94 ---------•----------------------- .............................................................. ODescription of Soil.......- G -----------•-------------------------------------------------------•-----------------•-------•---------.......--------- x c, w x ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------•----•-- 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 iITLi; 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been ' sued by boa of l,,ealth. Signed. ...... . . -------------------------- ate ApplicationApproved By.................................................................................................. ........................................ Date Application Disapproved for the following reasons:.............................................................................................................. -•----------------------------------•-------•-------------------------------------------....-------•------------------------------------------- ................................................... 410 Date PermitNo......................................................... Issued...................................................... Date No..:...... 1... Fss......' :m.............. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH . Appliration for Disposal Works Toniruriion Prrutit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: - ....�.:...... ......�`r......it'..: ? l�7 (? _�?................%:r...... •-----•-•--•------. --------.....---•--------•....-----••---- Location Address or Lot No. Owner Address 1-1 Installer Address r q♦ Type of Building I_ --A' 'S feet Size Lot----==-•�•-=---''-yc`�> Dwelling—No. of Bedrooms................: .....Expansion Attic ( ) Garbage Grinder ( ) WOther—Type of Building,'= !.�_`%I.!.f_J... No, of persons......!/--'................... Showers ( ) — Cafeteria ( ) P4Other fixtures -----•------------------------------•-•--...........--.---•--......•-•••.........._..........._..............._.....•---•..._.•--- Design Flow..........5.�........................gallons per person per day. Total daily flow.... I gallons. "' m=- WSeptic Tank—Liquid ca.pacityr_ gallons Length-_*''.!,... Width.y.*.�,L*.. Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No.......j............ Diameter.... .......... Depth below inlet...:7._:�......... Total leaching area.:�1).<...sq. ft. Z Other Distribution box ( ) Dosing tank ( ) r� aPercolation Test Results Performed by...W—ORM.P—e-) ..•......... Date..._`1.1AL: 1_.11.T-------- ,.� Test Pit No. I....Z..aw...minutes per inch Depth of Test Pit.................... Depth to ground water......................... Test Pit NO. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ aj -•----------•--•••••••-•••••..............................•--•••.....--•---........-•-••-••-•--•--•-......................................................... 0 Description of Soil------ ` - - .r.• ........................................... WI.............................................-•---•-------•---•••--------•-----•--••-•-.......•---•......••••------------------•-••••••....----•-•-•••-......---•-...........-•-.......----••--•-•--•-- 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 LITL 5 of the State Sanitary Code—The undersigned further agrees not to pla/thhestem in operation until a Certificate of Compliance has been issued by h bard of health. Signed.. ---------------------------- ..... _.-e ApplicationApproved By................•------------•-•-•••••......••--------••--•--••......_....••-•.................•-- ........................................ Date Application Disapproved for the following reasons:----•..................................•----------.....--------------------------•-------------•._._.......... h. Date PermitNo......................................................... Issued....................................................... Date d, _4r� THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH . .................OF.....1.:....... �...r.. ....................................... Trr#if iratr of TompliFaurr THIS IS TO CERTIFY, That the Individual Sewage Disposal System..constructed . ) or Repaired ( ) b ..- t 1 t. --� i.. c ,.. i Installer 1 ! ..................................................... has been installed in accordance with the provisions�bf, 5 of The State.Sanitary Code as described in the application for Disposal Works Construction Permit N _;.UG1 , __ .__..._.. dated......;P .f.................. THE ISSUANCE OF THIS CERTIFICATE SHALL''NOT BE CONST ZASARANTEE THAT THE SYSTEM! WILL FUNCTION TISFACTORDATE.--•-•-•---••---••-•--•--._ Inspector..----.•----- •--•-- ----•---••••.....................•-- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .�f '..�t1JlI011 .......................OF.....1i�.1..�.:L.'.... '` ....................................... +�► d No..........r ........... FEE.: ................ Disposal Vorkv, Ton#rnrtion rranii Permission ,s hereby granted-_'..' .....:.........................••-••-•••••-••---•---••............-----------------•...........--•-..........•---..---.••--- to Construct (�� ), or Repair ( ) an Individual Sewage'Disposal System n..,g r ! l + at No. == Street as shown on the application for Disposal Works Construction Per o..... ........ Dated.._. ...!Z+`_........ ........... l Board of Health DATE...... --------� .{ / FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS •': �• • LEGEND _ . ool r �- 78 PROPOSED CONTOUR LOCUS �� 7g PROPOSED SPOT GRADE �c1� EXISTING CONTOUR p o Ro�>`e 0 TEST P IT c <�o 0 552°2&53'W W— ---- EXISTING WATER MAIN Schaang� � use ta. LOT 69 �� �° �Ld APN 24 — 88 j�outi 20,0005ft I-— 23' --1------rt 48' Ra (RECORD) --- `� ` EXI5TING 5.A.5. y ° ° ~ TO 5E PUMPED 4 FILLED W/SAND � EX15TING 5EPTIC TANK �t3 `� �,— ti � -- LOCUS MAP N.T.S. TOP OF TANK EL: SG.ro± INV.(OUT) EL: 55.25t BENCHMARK: GENERAL NOTES: Q LT. SU"EAD CORNER a 1• ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL E�v� a I�.�' I Q V 2 BOARD OF HEALTH AND THE DESIGN ENGINEER. (ASSUMED DATUM) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS Q OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR ; , No.426,/'rl,r ` j TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE Z DESIGN ENGINEER. WD.MW. !; ,! ` t 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING ! r' T•O P. 100.67' FF' ` FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. __- j i.arcxsuc.� I � 1 y 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. I CRivrwAY 8. THERE ARE NO PRIVATE WELLS WITHIN 150' OF THE PROPOSED S.A.S. ' - ,�•`� 1 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED TO A I ; 125.00' , CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING I I CONSTRUCTION. ......""-' "" IWGE •r PA~W..........°-' .......... -+"- - 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS OF Mq IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. MARINER CIRCLE ����� ss9�� AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). o� PETER T. MCENTEE CIVIL No. 35109 PROPOSED SEPTIC SYSTEM UPGRADE /Sl�����`� 426 MARINER CIRCLE, COTUIT, MA ssio 11 Prepared for: James Crowley, 51 Oxford Drive, Cotuit, MA 02635 Engineering by: Surveying by: SCALE DRAWN JOB. NO. Engineeting Workv ROOD SURVEY GROUP 1"_30' P.T.M. 118-05 12 West Crossfield Road 18 Route 6A Forestdole, MA 02644 Sandwich, MA 02563 DATE CHECKED SHEET NO. (508) 477-5313 (508) 888-1090 4/19/05 P.T.M. 1 of 2 NOTE: TOa•,PREVQ4T BREAKOUT, THE PROPOSED TOP OF FOUNDATION F.G. EL: 97.8t FINISH GRADE SHALL NOT BE < EL:94.5 EXISTING FOR A DISTANCE OF 15' AROUND THE EXISTING F.G. EL: 99.4t(EXISTING) F.G. EL: 97,5t(EXISTING) PERIMETER OF THE S.A.S. MAINTAIN 2% MIN SLOPE OVER S.A.S. 36" MAX, COVER INSTALL RISERS OVER INLET & OUTLET INSTALL RISER OVER D-BOX TO INSTALL RISER OVER CHAMBER/S 2-500 GALLON LEACHING CHAMBER c_ SHOWN ON PLAN AND SET COVER/S TO WITHIN 6" OF FINISH GRADE WITHIN 6" OF FINISH GRADE IN SERIES WITH STONE ALL SIDES WITHIN 6" OF FINISH GRADE L =31' L 13'(MAX) 4" SCH 4D PVC 4" SCH 40 PVC 2" LAYER OF 1/8" TO 1/2" �o" EXISTING : ia^ ® S= 1% MIN. s ®ea.0a®® DOUBLE WASHED STONE EXISTING (MIN.) 0 S= 1% (MIN.) 1000 GALLON INV, ELEV.=94.30 INV. ELEV.=94.13 ®®®®B® 2' EFF. DEPTH aaaaaaB r. EXISTING DOUBLE WASHED SEPTIC TANK 4' 5.2' 4 3/4"-1 1/2" EFFECTIVE WIDTH = 13.2' STONE INSTALL INLET & OUTLET TEES GAS BAFFLE TO BE INSTALLED ON �-INV.EL: 95.25t INV. ELEV.-94.00 OUTLET TEE AS MANUFACTURED BY TUF-TITE, ZABEL, OR EQUAL D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE TOP CONIC. ELEV.=94.8 f BREAKOUT ELEV.=94,5 ON A MECHANICALLY COMPACTED SIX INCH CRUSHED INV. ELEV.=94.00 a®a®e STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). ®ease SEPTIC SYSTEM PROFILE BOTTOM ELEV.=92.00 3' 2 x 8,5` 17.0' 3' 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 23,0' N.T.S. T.P. EXCAVATION OR G.W. ��� �F 44S LEACHING SYSTEM SECTION ya`�� NO G.W. ENCOUNTERED PETER T. AT OR ABOVE EL: 86.0 McENTEE (3) 5" DIA.OUTLETS CIVIL 's---..� 2' No. 35109 SOIL LOG DESIGN CRITERIA tss" 6" i s" DATE: MARCH 17, 2005 T SOIL EVALUATOR: PETER T. McENTEE P.E„ C.S.E. NUMBER OF BEDROOMS: 3 BEDROOMS A.1\q�0 H-10 LOADING 2" INSPECTOR: NOT WITNESSED-CLASS 1 SOILS SOIL TYPE: CLASS I �1 D-BOX DESIGN PERCOLATION RATE: 2 MIN./IN. TP DAILY FLOW: 330 G.P.D. Elev. Depth DESIGN FLOW: 330 G.P.D GRINDER:ll NO 97.0 A SANDY LOAM 0 GARBAGE . 96.3 10 YR 3/3 8" LEACHING AREA REQUIRED: (330) = 445.9 S.F. _ .74 ®®®® O ®®®® B SANDY LOAM ®®®®®®®®®®® 33" 10 YR 5/8 EXISTING SEPTIC TANK: 1000 GALLON CAPACITY ry Eakz®®®®®E3®® 93.0 48" x C 102„ USE 2�-500 GALLON_ LEACHING CHAMBERS IN SERIES SIDEWALL AREA: 2(13.2' + 23,0') X 2 = 144.8 S.F. 4" KNOCKOUT MED. SAND BOTTOM AREA: 13.2' x 23.0' = 303..6 S.F. 20" Ow. COVER 2.5Y 7/6 TOTAL AREA: 448.4 S.F. 4"KNOCKOUT �z 4" KNOCKOUT 62" DESIGN FLOW PROVIDED: 0.74(448.4) = 331.8 G.P.D. i 4"KNOCKOUT 86•0 132•' PROPOSED SEPTIC SYSTEM UPGRADE 500 GALLON CAPACITY, H-10 LOADING PERC RATE <2 MIN/IN. ("C" HORIZON) 426 MARINER CIRCLE, COTUIT, MA NO G.W. ENCOUNTERED FForestdale, epared for: James Crowley, 51 Oxford Drive, Cotuit, MA 02635 CHAMBERS ering by: Surveying by: SCALE DRAWN JOB. NO. "'$ wdnoWorkv HOOD SURVEY GROUP NTS P.T.M. 118-05 st Crossfield Road 18 Route 6A MA 02644 Sandwich, MA 02563 DATE CHECKED SHEET NO. t 1 (508) 477-5313 (508) 888-1090 4/19/05 P.T.M. 2 Of 2 - 1 � ; _ f r • . •4 f 6 I I J�"F:�"cl�, �•b; i ���t/,SH c%'PA�Gs �,,.. - F-I/vI`N :s1PAT'�`' �• ibrS11 v1PA�GR j - `. �' o✓�R Ti+ 1,01T Ar G�i2 { To ,c, �'�` �'/�r°'..�ll'�`yi;aye,�.���/;'l�.//•:,`.I.i�'lv�Jf:o{(�w�jli.�� ' �ti�.+,�••.'• �l+ _ _ 1 —_.---��_.. _..t.T.---- - •i' :ylC�'�•1✓.LLYI�1\\\�./1�1ht�r-iti��Y,'ir�♦ i � _. _4_ 'c S ; r,- .-,} g .c, _' __ _ �..�`rrs AttlL`ED4i . ��gCKF/�L 3•�PE.�b'�o t }} ftf✓ s z4_ 4 UIsr" Q' / !r ,• C(d✓JN.! G► S'�dNe� cj b t c / r•t T'Yr.Y O t: M+'> ! /VCT ra C-4 6 AV• aF A!C4;RUC6M.* a194. A eke os y ; 46r9,C6w?6 0 Gi5@/.1.O" i OAV 4 . _e y • '� � 4 5-r� `'� 1 Pled ( iL �.� 4o Ni -04 '05*,L y. Aev .,ras�rro ,y► �E�- �t sue" ���`'�i�✓ ' ��:.:-� �n��!��I L' , Z>>�7J/'� �t.ac E: � � � n,� rc • ;y-_.�•� -� W. r• ��, aw s, � _ 1; 4 fri. L EU '� w/aPM.41r/ > � 451+ AIJ Ae, Awwr do - _ "-�'=• .\,r,� .,�. �i ^rf .. .'� •Y�s#`.. -�1^:_1. ilrn.c�, • ':` ice � 'o'`•, t.. 4-r . ..� -r ,j�� ..�.. ��': x r•. f •+.�.�..r._ ... - .__ .. . v _ ____ _ __ ___ --- . NOTES AND SPECIFICATIONS - . . .. . IL �.­7,".IJ�Oif".Q.P.;I.I/:Ir.�I_:L1.Id'".'.....�....._L'.;.''.�III,,.1II-.-.-zL,I.."'II II.,�I II;.,L:-I..,';I...,Z.-I.I L,LI,_...''L�-I,2 I�"-I,,:4­.,­:I�.L�1 I5,III..L�:-L.�..­_i3.,LI.I.:.:I01I.'_0:_I��..".:I I L,.'':._.I-I.0,.c..-.:IL I!=�-.,r�'iLA...,...L II.II LL_�..�1.I.L_.I.I...I..�)L1I II.L,.,IL I..ILI.I..�L.L 1�.IL�1II.Ii.II 1.'..L�I_LL L.LI.:It.1�I''1 II1 I,�;I_I L.�11..1.I.\\L1 . - acks from new - ... . ..J.I I...L..I I. II IL IL I. 1. Septic system was moved from original design location to comply with setb r addition elevations were ad' sted accordin 1 , and there are no conflicts . p oposed • system ju g y With percolation test results. _ . 2 All risers and joints to be watertight . •,. . . . . . 3. All pipes to be Schedule 40. LEGEND IL.LL . . . . II III IL L. I. I. II I. 4. All com onents to have a minimum of 12" and a maximum of 36" of cover. . . P . . all evations and utilit locations or to construction. An . . 5. Contractor to verify el Y P Y 78 - - PROPOSED CONTOUR LCCf15 the engineer- . differences shalt be brought to the attention of q .. . ""```'_� . . . . . . . . ed with ma etic market t e- . tics ten components #o be mark 'P 6. Ali sep ys p 9n 9 aP 7g PROPOSt33 SPOT GRADE o� wn conflicts wrth Title V Section 15.220 4 k t 7. There are no kno , OOfe m I cad rivate water lies . EXISTING CONTOUR Q,ds . (location of publi an p PP ) � ��•--�- _-.✓'f or drains within 100' of the ra . 8- There are no known sources of water supply, streams, "� �� `O . othervrise note . �aVL �`°���+ premises. unless & TEST PR . e �a '0� . 9. There are no known wetlands within 100 of the proposed system, unless otherwise noted. .. . . ter . 10. A Zabel Filter is to be installed at the outlet end of the septic tank. . . - --- _.. W Y�-------- EXISTING WATER MAIN 11. The Zabel Filter is to be cleaned on an annual basis• 552°28'S3W h . 12 Use 2 5.1Yxlt5', 500 atlon [eachin chamber b W99m, aPPro equal. 13_ Use a 1 500 anon H-20 tic tank b Wi , or approved equal. - t . 9 �P by Wig , E, L II\�-U Q C)�T­IKF�IO0 5IM.N.I I Is not in a nitr en sensitive area. I . - . 14_ The locus o9 d lesion ``� D�to ,� I& Components not to be backfilled or concealed without inspection by SOH an per \ . LOT 69 obtained from BOH. . ,.. \ '-' \ '�' . . . . The utlit information shown on this Lori has been com led from surface evidence and AP�f 24 8 ' +�4�R 16 y P P y ltmut gipOti` Ste record lans. Contractor to call DIG-SAFE (811) and appropriate utility prior to all . P 20,0003Ft \ I.-- 23 I 4& .. construction. .: . --- .. r- a 6 in altation to the BON. ". r;?ERg1„ .a! '�, ; 17• Contractor/lnstatler is rewired to certify system st . to };• o o +. * �(IS'f tNlPp7+l��l�ltl EG 1N!SAAID Qo� 18 Contractor/Installer eliail verify hiv�ert elevation at foundatiari. . . be in feel b an en sneer before backfil with new material. E ;f F 19. Excavation to spec y g i .1 _ �,� Green Seal Environmental,LLC. TO BC 20. fxittn septic system and septic tank to be pumped dry and removed in compliance with . g 9► �. IN5TING SE"TIC TANK - '`' .c�+`� Title a : LocL�s MAP N.T.S. s ,►, 114 State Road,Building B . TOP Of'TANK Fk.:96.6t . 9r 21. Existing condition contours based upon plan prepared by EngineeringWorks titled. - 95.25 "Proposed Septic System Upgrade " 2 z GREEN Sagamore Beach,MA 0256 T 8-6t134 SEAL 9 ` eL-(5©8)88 . INY.co�m 5 . . t TES. ,►, . . L BENCH GENERAL NO �, . � ' r 'r i LT. BU4.Kl'IEAt'?CARN� ;rya Fax:(508)988-I S{I6 \ 1 . 1. . !Q .I ^ F 1,. 1 1/. - I OOXV . . ALL Ct l+iGE�s TO THIS PLAN MUST $E APPR VED 13Y 3HE LOCAL <<. .vvww.gseew com -BOARD OF HEALTH AND THE DESIGN ENIGINEF�. . . . � 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS - M . -- . t ANY APPLICABLE M j- t j CODE, TITLE V, AN Thane drawings are the propmty of the oesegn Engiieer, t�sari Seal rozac D . i "p OCAL RULES AND REGULATIONS. En*onmentol. Inc. Unauthorized ruction for any purpose is an iriegenien I 3 E M ceppW I=& violet"wu be subject to pr+oseaitiom { a �, Q..t q i upon I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE LOT CORNERS, DIMENSIONS, CO A M AL I. /. -, 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACLcFELLED PRIOR AND SETBACIss! TO THE STRUCTURES AS SHOWN ON THIS PLAN ARE CORRECT AND - - . . . 4U / PPR BY THE BOARD O F.ALTH THE ar'a�` - CONFORM TO THE TOWN OF BARNSTAi3LE BYLAWS AND REGULATIONS_ [ ALSO CERTIFY - ` x f / M DESENPENGQNE£R D A OVAL F H AND Qn$ '" . ,: ,'.i�1'.,� � Z E I use of this pion oorarti6rtes acceptance of terms and arrditions sat forth it THAT TO THE BEST OF MY KNOWLEDGE THE BUILDING SHOWN HEREIN IS LOCATED IN . t % ' 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING w`t0u0" AN AREA OF MINIMAL FLOODING ZONE X AS SHOWN ON THE FEMA FLOOD INSURANCE . ' nYe14 ��� r T.f."�1408T� . RATE MAP NUMBER 25001C0539J, EFFECTIVE DATE DULY 16, 2014. .. f .r. .r E DEStG It hr the r�pansibitty of ttte user to confhrn disaaporreas wiEh the En�neer ,'I'.{ �'� ,�'.• :' �',r' / , ENGINEER BEFC H E 00NSTRUCTION CONTINUES. to use D TO TN N . - - .. . ,.0%of,� .. _ . � 5. ALL ELVATIONS EASED ON ASSUMED DATUM. REVISIONS . o�� �s�, . .. . ," F_;N1_ , ��, �z__. " 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 4r JASON ti F a. CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD O NO. DATE COMMENT PACET M _...._ I ---' HEATH FOR PROPER INSPECTIONS DURING CONSTRUCTION. : . . :,<e.r..: t .. - Y ,:._ \, I 7. WATER SUPPLY PROVEfl£D 8Y TOWN UflA7ER SERVICE. ANo.48727 . .: . 9 1. * r� Rt . . ox aNt+ . B. THERE ARE NO PRIVATE WELLS WITHIN 150 OF THE PROPOSED S.A.S. FS$1 . . .: A ttltvE'1 APIflL 21, 2021 .§ ,•�' . . 125.00' . . CONDITION aGRF.ED UPON BE`TYUFSN OWNER AND CONTRACTOR ,�0 DATE ; I 10. IT SHALL_ BE THE RESPONSIBILITY OF THE: CONTRACTOR TO VERIFY THE >:- REGI m PROFESSIONAL. I:AND SURVEYOR NO. 46727 'T--------•-- 0r '; . --'-`�"-_1 ..-- , THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING: f __.,..___.___1 ,.....__._..._...�__._.._....._...._.._.............-.___•_ __..._ - - . RED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOES r - . 11 WHERE REQtIi GENERAL NOTES: . .. . •t! :� ; IN THE AREA BENEATH AND FOR 5 FT.-ON ALL SIDES OF THE S.R.S. . Underground utilities shown on this plan are . . MARINER CIRCLE . .. LACE wL N FILL AS IFlED IN ����' r��� AND REP TH LLEA SPEC 310 CMR 255(3). based upon visble above ground utilities and . . record information of below ground utilities or w, . . � noted other wise, and are approximate only. PETER T . v . M C VILEE . . . . . . Contractor is res nsibie for Lakin all . . % Y Na . . . .. . r 426 MARINER CIRCLE COTUIT MA exca atin.prDiasafe 1 888-344-7233 . : g n . . . .. . µ ► . . . _ ley. 51 Oxford Drive, Cotuit, MA 02635 l�,- � �••'""� Prepared ftlt: James Craw PARCEL 024-71 g . \ Horizontal Datum and Vertical Datum is an 419 MARINER CIRCLE V��_ E"keerMS by: Surveying by- SCALE WAWN Joe. NO. - , assumed coordinates system in feet N/F HILL, EUNICE 7 TRUSTEE Q Work HOOD rURVEY G80TJP t �30 P.T.M. 11$-05 \ V . field Road 18 Route SA . V . . restdole, MA 0260 Sondwich. MA 02563 DATE CHECKED SHEET NO. \ v (5" 477-5313 (5os) Wes -1090 4/19/05 P.T.M. 1 of 2 re April 2 5 by . HOODSSURVEY GRO P. eel befo QO . - :. . . . . -:_. _. .._ .._ . . _ _ . _. _ _.. _ . ....-.__..... . _ - _ . ... .-- \ .- -_. . ' . , . .. ... . . . .. _ .. : - - : �� - . .. _ . . „ *97.0f ... NOTE: T0-PREVENT BREAKOUT, THE PROPOSED \ TOP OF FOUNDATION F G EL-97-ed� PARCEL 024-72 LRON ROD aT FLC}t�a ZtaNE: . . . 431 MARINER CIRCLE Q HYD SURVEY CAP PARCEL 024-$7 EXISTING *97.0t FOR A DISTANCE OF 5 AROUND 414 MARINER CIRCLE * F.G. EL: PERIMETER OF THE S.A,S. EL:93.75 NO PORTION OF THE SITE tS N/F McCLEAN `At11N do TINA M. Q� . SET . . EXISTING .,- F.G. EL: 99.4t(EXISTING) �.\� NjF PERRY, LESUE E MAiNTNN 2?6 N11N SLOPE OVp2 S.as. 3s E�rAx� LOCATED tN A FLOOD HAZARD V� '` :: INSTALL RISER 4VFJ2 CHAMBER jS DISTRICT AS SHOWN ON FEMA MAP INSTAL. RiSE:RS OVER INLET & OUTLEET INSTALL RISER OVER D-BOX TO p_ - i G-- ,At9ERS NUMBER 25p01 G0539,1 •-AOO ► CAi I EACH N TO WITHIN 6" OF FINISH GRADE L=26.8' WITHIN 6" OF FlNISH GRADE }N Ei?IES Kit eTONE r t SIDES TO}Ij� pp GRADE a EFFECTIVE 7 16 2014 Rj5 t N1� INV. ELEV. TO i L=18.0' . �.. / / BE VERIFIED BY j.4 4' SCH 40 PVC �"� L 13'(MAX . ) . CONTRACTOR 4" SCN 40 I'VC . QQ "r*1Z ,r.1 f` ` ,• 4" 5CH 40 PVC 2" LAYER OF 11,l8` TO i/2" �. � �'S :' S= 2% (MIN.) i*m °`IE_. s4 s= 196 (MIN.} 89 s= 1'6 MIN. aura " DOUBLE WASHER STONiE . .. .. rI, ut ,�` EXISTING ire ( 3 LOCUS: +R `1� s ✓' Iw. EE.EV.=QA I.1- 2 M. DEPTH ,�i®� - `V " e:: EEtiIV: ELEV. 4:3 Da4t3LE Aw SH sj`L c Fp o Si:ErflC TANK 93.55 93.38 4' � 5.2' 4' ! U Ep 1 y�> > 95.5f EFFECTIVE WIDTH sTONE . MAP 24 ��' ii f �' 0 I Q'0 INSTALL INLET & OUTLET TEES LINV.EL 93.25 Y-A I i I .�j.'oo. PARCEL 88 ` 9G, . .PROPOSED GAS BAFFLE TO BE INSTALLED ON 95.25t . EL.EV. tiVV94 8t�. 94.00 93.75 426 MARINER CIRCLE � 1 F I 0, . . 1500 GALLON 01 M ET TEE AS MANUFACTURED BY TUF-TiTE, :.ABEL, OR EQUAL D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE TOP CONC. ELEV. 94.8 -BREAKOUT ELEV.-94:5 IRON ROD '6' #426 III ,L PARCEL 024-112 SEPTIC TANK __ " . _ 168 MOORING DRIVE o$ IN SURVEY AP s 9� PROPOSED STONEMBASE. AS SPECKED IN 3 OI CMR 1S Z2�{2� ENV. ELLV.�94$8- "$aa�0® . �7 "\I II rid�96 WOOD FRAME p��'� I ADDITION NjF TALiMAN, 93.25 a�.w�e� B �• p OTTOM ELEV.-9.2:GA- . COTU IT MA ��; i4,j/r,, E I ROBERT L 1 T M PROF 3' 2 x 8.5 - 17.0'.. 3' >, . tt c { c _I . DWELLING S EP i C S J E .I LE 5 _ /�l\ y/ \ roc ' , yg 5 MEN. ABOVE BOTTOM OF. EFFs=CTIVE LING it1 = 23.0 pF BARNSTABLE mil, 1� Q� N.T.s T.P. EXCAVATION OR G.W. ---'. 1� S .. . �� /i \ i p� I� ti sy . L�I-...,.LII.�L..L II'....I.II...1I 1:,L..I.....L I L...1I...I...I.II.I�..,1 1I.:'I I..I 1.L IL....I L L..:OL'I.....I.L.1 LIIL.I,..L.N.I.L.I II.II I I..I....1I.E 1.�,...1..I..L I.1.I....I.....II:I".,I:1.I L L��.:I...�.L I......�II.1L.....I.....L..1.I L�Z.I�1.L...I 1'LI.II..11111�'..I I�1�I.I I'­'I I.L.�."..�II'..I I�..IY l..II.L..1I�1I.II.l.IL.1'1....I.L1 I.LZ..1 1.....I............I:.,�1..I1.....L.I..­.....1..IL I..I�.1.....I..I...I.j.I 1 I..LL I I I,1.L�LI-''1.L II.'...L.�LIL�.LLI.�L II.LL.ILI'I.�,�1I I.II I.IL1 I.I..I.I I.�'..�..I I.I I.1I.�L1:..L1..'.,..,...L I.J.I.L I...I..1.L'.L.I..:.I.. rl�u� o� LEACHING SYSTEM SEC711- �y� scs_1 �O I NO G.W. ENCOUNTERED 'r PETER T. �, . �,+ -DO' 1 99 / AT OR ABOVE EL: 88.0 9 McENTEE ,yer- (3) 5" DIXOUTLM '1 PREPARED 'FOR: C ' iVIL . PARCEL 024-89 0s 20-0' 'rr' ' L°*- -6----*•# �z' No. 35!09 438 MARINER CIRCLE . N/F DQe10NT, DONALD J. ,�" °� S I L LOG , , . r cis.~ I DOUGLAS WILLIAMS \� i DESIGN CRITERIA j �': ' S 8\ S RVEY CAP ► 4.5 8" �• , DATE: MARCH 17. 2005 `a G ; .\ '. . S•'u ' ' C.S.E. NUMBER OF BEDROOMS: 3 $EL)ROOMS N\0"\ "- . SET T SOIL EVALUATOR: PETER T. McENTEE P.E.. . . .. oo \ 2. DRAWING 11TLE: \� . BENCHMARK: �9 Qcg�' 9� �4j• % t H-10 LOADING INSPECTOR: NOT WITNESSED-CLASS I SOILS SOIL TYPE: CLASS i LT. BULKHEAD CORNER S '� �� \ �, �X DEESIGN PERCOLATION RATE: 2 MIN./IN. w ELEV.= 100.OW ASSUM® �ry Elev. TP t DAILY FLOW: 330 G.P.D. ON - SiTE SEWAGE �'� f3ep h DESIGN Flow: 330 c.P.D DISPOSAL SYSTEM DESIGN EXISTING SEPTIC TANK 3°'' 97 O" ss TO BE PUMPED & REMOVED '0 A SANDY LOAM GARBAGE GRINDER: NO PARCEL 02--111 10 YR 3/3 " E_fACHiNG ARF� t2EQUIREI?: (330) 445,9 S.F. UPGRADE PLAN EXISTING S.A.S. 168 MOORING DRIVE _ 96.3 8 .74 TO BE PUMPED & FILLED W/SAND . N/F GUYRE CECELIA -„- 0063113 (� 1Q®®® B SANDY LOAM £�®�1�3®I�E3te"ak��� g3• 10 YR 5j8 EXISTING SEPTIC TANK: 1000 GALLON CAPACITY CAD TECH: CHECKED BY N Z ®�®®�®®��®� 93.0 48" UPGRADED SEPTIC TA . IRON ROD - L C . . NK: 1500 l�ON CAPACITY c . . 1�, tRCE-(iivG CHAMBERS IN sulF MPD S. CLARK SUUR,VEY AP - USE 2-500 GALLON L . . . ( 3.2' t23.0') X 2 144.8S.F. _ \ PARCEL INFORMATION: SIDEWALL ARF�t• 21 PARCEL 024-88 s'xwocimirr MID. SANG M 13.2 x - S.F BOTTO AREA• 23 0' = 303..E \ 426 MARINER CIRCLE 2.SY / 448 4 �/ 2a•aw. axeii TOTAL AREA. 7 6 S.F.5 F. ENGINEER- DATE: ZONING INFORMATION N/F wlwnMs, DouGLAs JR. & ERlN .+aoa�«,T .1 62• . . . . PARCEL 024-110 LOT 69 ON REF PLAN 0 DESIGN FLOW PROVIDED: 0.74(448.4) = 331.$ G.P.D. S. CLARK - 04/21/2021 154 MOORING DRIVE . 0IQ CKOUY r" CURRENT ZONING DISTRICT: R--3 NJF DUKE„ SARRY K. ����_��� do ANN M. D® REF: Book 21137 Page 18 _ PROPOSED SEPTIC SYSTEM UPGRADE " SETBACK REQUIREMENTS J B VVLItd-25BOOK TUBE 167 SH 2 $8.0 132 ------ PEE�C A " , ARi�JER CIRCLE COTUIT MA SC LE• 500 GALLON CAPACl3Y, H-10 LOADING MII+I/#N. � C RiZEJN) Required Exist Prop. Prepared far: Jam wley, 51 Oxford Drive, Cotuit. MA 02635 �ttt OF MAs RATE <2 Edo 4 M q tIN s Cra S Front Yard 30' 39.5' 39.5' O 20 40 so CHAMBERS NQ G.YY ENCO TEREQ P s9 ' 30.T 15.8' eu Engine )�dT�d D S'UR . . 118-fly �42'n I T t,.�(P E a 15 sir~ SCALE o�,wN SE PLAN . .. Side Yar RO . . . Rear Yard 15' 821' 43.0' DRAWING SCALE: 1 = 20' 6� . . Fcrr�d Crosafield stood SQRnute 6A i?i:Y N P T M o CLARK � TS . . . .. . ale, MA 02 Sandwkh. MA 02W DATE: cEtEdcOa SHEET NO CIVIL rn .. . .. _ _ . . . N (508) 477 5313 (508) 868-t090 4j19/05 P T.tvi. 2 of 2 " a 4089 �90 9 a SHEET: . . OF