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0052 STONE BRIDGE LANE - Health (2)
52�tiStone-Bridge Lane I !Marstons Mihls^. 125-006'009, .X Lot 7 \ i I Town of Barnstable THE Tp� Regulatory Services swxivsrnete Thomas F. Geiler, Director 9 MASS. g `b i639' A♦0 Public Health Division Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 February 28, 2006 Mr &Mrs Wesley&Loretta Sprague 52 Stone,Bridge Lane Marstons Mills, MA 02648 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, Title 5 The septic system owned by you located, 52 Stone Bridge Lane, Marstons Mills, MA, was last inspected on January 23, 2006,by, James D. Sears, a certified septic inspector for the State of Massachusetts. The inspection of your septic system showed that your system has "failed"under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: Water level is 4" from inlet line, pit is not leaching. You have 2 years from the date of the system failure to bring the system into compliance. If there are any questions about this reminder,please feel free to contact the Barnstable Health Department. BARNSTABLE HE TH DEPARTMENT Thomas A. McKean, R.S., C.H.O. AV Agent of the Board of Health t COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS d DEPARTMENT OF ENVIRONMENTAL PROTECTION 99,N SV o v� 350 MAIN STREET WEST YARMOUTH,MA 508-775-2800 s^ TITLE 5 607 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION MAP 125—PARC 006 009 l Property Address: 52 STONE BRIDGE LANE MARSTO`SS'A'1-19 LS,MA 02648 Owner's Name: SPRAGITE,WESLEY&:LORETTA Owner's Address: 52 STONE BRIDGE LANE =' r MAItSTONS MILLS.MA 02648 Date of Inspection JANUARY 23,2006 p F' Name of hnspeetor:(please print) JAMES D.SEARS Company Name: A&B Canco Mailing Address: 350:Aain Street West Yarmouth.MA 02673 Telephone Number: 508 775-2800 --- ---- cam: r— O'� CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(31.0 CMR 15.000). The system: _ Passes _ Conditionally Passes _ Needs Further Evaluation by the Local Approving Authority 47— Fails Inspector's Signature: Date: 1-23-06 The system inspector shall submi copy of this inspection report to the ApprovinL+.Authority(Board of Health or DEP)within 30 days of completaig 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 approp,iate regional office of the DEP. The original should be sent to tM system owner and copies sent tot he buyer,if applicable,and the approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and under::he 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 Fonn 6/15/2000 Page 2 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 52 STONE BRIDGE LANE MARSTONS MILLS,MA 02648 Owner: SPRAGUE,WESLEY&LORETTA Date of Inspection: JANUARY 23,2006 _ Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes:N/A 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:N/A One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y, N,ND)in the for the following statements. If"not determined" please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound, exhibits substantial infiltration or exfnitration or tank failure is inimment. System will pass inspection if the existing tank is replaced with 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: Title 5 Inspection Form 6/15/2000 2 Page 3 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(CONTINUED) Property Address: 52 STONE BRIDGE LANE MARSTONS MILLS,MA 02648 Owner: SPRAGUE,WESLEY&LORETTA Date of Inspection: JANUARY 23, 2006 C. Further Evaluation is Required by the Board of Health:N/A, _ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety,or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(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 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 I of 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: Title 5 Inspection Form 6/15/2000 3 i Page 4 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(CONTINUED) Property Address: 52 STONE BRIDGE LANE MARSTONS MILLS,MA 02648 Owner: SPRAGUE,WESLEY&LORETTA Date of Inspection: JANUARY 23, 2006 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 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 an overloaded or clogged SAS or cesspool ✓ Liquid depth in pit is less than 6"below invert or available volume is less than%day flow �— 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 N/A Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply N/A Any portion of a cesspool or privy is ,vitlun a Zone 1 of a public well N/A Any portion of a cesspool or privy is within 50 feet of a private water supply well N/A 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 or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to thus form.) YES (Yes/No)The system fails. 1 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 deternune what will be necessary to correct the failure. E. Large Systems:N/A To be considered a large system the system must service 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(hiterim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well. If you have answered"yes"to any question in Section E the system is considered a significant threat;or answered "yes",in Section D above the large system is failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accord!ince with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. Title 5 Inspection Form 6/15/2000 4 Page 5 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 52 STONE BRIDGE LANE _ MARSTONS MILLS,MA 02648 _ Owner: SPRAGUE,WESLEY&LORETTA Date of Inspection: JANUARY 23, 2006 Check if the following have been done. You must indicate"y,es"or"no"as to each of the following Yes No ✓ 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,including 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 from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)has been detennined based on: Yes No ✓ Existing information. I'or 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)] Title 5 Inspection Form 6/15/2000 5 Page 6 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 52 STONE BRIDGE LANE MARSTONS MILLS,MA 02648 Owner: SPRAGUE,WESLEY&LORETTA Date of Inspection: JANU ARY 23, 2006 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: 1 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): YES Seasonal use(yes or no): NO Water meter readings,if available(last 2 years usage(gpd)): Sump pump(yes or no) NO Last date of occupancy: PRESENT C OMMERCIALANDUS TRIAL Type of establishment: Design flow(based on 310 CMR 15.203): Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no): Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings,if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: N/A Was system pumped as part of the inspection(yes or no): NO If yes,volume pumped: gallons—How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM ✓ Septic tank,distribution box,soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no)(if yes,attach previous inspection records,if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight tank Attach copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: 1990 PERMIT#89-155 Were sewage odors detected when arriving at the site(yes or no): NO Title 5 Inspection Form 6/15/2000 6 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION.FORM PART C SYSTEM INFORMATION(continued) Property Address: 52 STONE BRIDGE LANE _ MARSTONS MILLS,MA 02648 Owner: SPRAGUE,WESLEY&LORETTA _ Date of Inspection: JANUARY 23, 2006 BUILDING SEWER(locate,on site plan): If Depth below grade: 2' Materials of construction: Cast iron ✓ 40 PVC e other(explain) Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK(locate onsite plan): Depth below grade: 21" Material of construction: concrete metal fiberglass _ polyethylene _ other(explain) Iftank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 1000-GALLON PRE CAST Sludge depth: 4" Distance from top of sludge to the bottom of outlet tee or baffle: 26" Scum thickness: 2" Distance from top of scum to top of outlet tee or baffle: 8" Distance from bottom of scum to bottom of outlet tee or baffle: 16" How were dimensions determined: ASBUILT&TAPE Continents(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage;etc.): MAIN TANK AT WORKING LEVEL,TANK&COVERS AT 21",INLET TEE—OUTLET TEE. NO SIGN OF LEAKAGE OR OVER LOADING. GREASE TRAP(located on site plan) N/A Depth below grade: Material of constriction: contucte 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: Continents(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert;evidence of leakage,etc.): Title 5 Inspection Form 6/15/2000 7 Page 8 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: _52 STONE BRIDGE LANE _ MARSTONS MILLS,MA 02648 Owner: SPRAGUE,,WESLEY&LORETTA Date of Inspection: JANUARY 23, 2006 TIGHT or HOLDING TANK: N/A (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass polyethylene other(explain) Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no) Alain level: Alain in working order(yes or no): Date of last pumping Conunents(condition of alann and float switches,etc.): i DISTRIBUTION BOX: ✓ (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: 0 Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.,): D-BOX IS 16"X 16"—30"BELOW GRADE,ONE LINE IN—ONE LINE OUT. NO SIGN OF SOLID CARRY OVER. PUMP CHAMBER: N/A (locate on site plan) Pumps in working order(yes or no): Alanns in working order(yes or no): Comments(note condition of pump chamber,condition of pumps mid appurtenances,etc.): Title 5 Inspection Form 6/15/2000 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: 52 STONE BRIDGE LANE _ MARSTONS MILLS,MA 02648 Owner: SPRAGUE,WESLEY&LORETTA Date of Inspection: JANUARY 23, 2006 SOIL ABSORPTION SYSTEM(SAS): if (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number: 1_ leaching chambers,number: leaching galleries,number leaching trenches,number,length leaching fields,number, dimensions: overflow cesspool,number: innovative/alternative system T�Te/name of technology: Conunents(note condition of soil,signs of hydraulic failure,,level of ponding,damp soil,condition of vegetation,etc.) LEACHING IS ONE 1000-GALLON PRE CAST PIT. PIT IS 40"BELOW GRADE WITH COVER AT 20". WATER LEVEL IS 4"FROM m.E'r LINE,NOT LEACHING. CESSPOOLS: N/A (cesspool must be pumped as part of inspectionXlocate 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): _ Conunents(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation etc.): PRIVY: N/A (locate on site plan) Materials of Construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.) Title 5 Inspection Form 6/15/2000 9 Page 10 of t t OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 52 STONE BRIDGE LANE MARSTONS MILLS, MA 02648 Owner: SPRAGUE,WESLEY&LORETTA Date of Inspection: JANUARY 23, 2006 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 x itlun 100 feet. Locate where public water supply enters the building. £C/t 33 7- � r Title 5 Inspection Forth 6/15�2000 10 Page 11 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 52 STONE BRIDGE LANE MARSTONS MILLS,MA 02648 Owner: SPRAGUE.WESLEY&c LORE'rTA Date of Inspection: JANUARY 23. 2006 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to no groundwater 12 feet Please indicate(check)all methods used to determine the high-,round water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: Observation site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: Checked with local excavators,installers-(attach documentation Accessed USGS database-explain: You must describe how you established the high ground water elevation: TEST HOLE AT 12' NO WATER. _ TEST HOLE 2' BELOW BOTTOM OF PIT. BOTTOM OF PIT AT 10' BELOW GRADE. lc Title 5 Inspection Form 6/15/2000 I 1 A No: . r Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 11� Application for at5po5aY *pgterrY Cowgtructton Permit 71 Application for a Permit to Construct Repair(� Upgra de( ) Abandon( ) ❑Complete System X Indtvidual Components Location Address or Lot No. L AW E Owner's Name,Address,and Tel.N9. fAI4(I!&--ONS 001t..L5/ mASS Loi2ET'T,A SPrAG-lie+ -52 S rCA,1E 6Q i 0C-b L41#V6 Assessor'sMap/Parcel 12SI 006-001 AIAIZSta415 Al i L.f 5 s S Installer' me,Addre s and Tel.No„_ Designer's Name,Address and Tel.No.SU Rvcc actLl�:bIJ' s°g s�aR SvLlLii/19n. !:/vGlli/EERiWp IYVt 8 t'b- ro , `18- • SPARkcR rtt� C�.SIcr,-,m ( „i6�c� osTe Iz✓!e.Ls; Oh /9•Ss Type of Building: Dwelling No.of Bedrooms Lot Size 'XZ-,2.16 sq.ft. Garbage Grinder (No Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) -3 O gpd Design flow provided 331 and Plan Date W1 A r C H, 1 0 9 2Z 0 o Number of sheets 1 Revision Date Title SITE PLAN/ — PRoPGS60•-EpTIc SI/STE-M Q6PAIIZ Size of Septic Tank EX I S'T. 1 0®p GA L, Type of S.A.S. 1 2.°X`LS° Le,4C1t1LV J{}4/Yl8 JZ Description of Soil O s ee a L—riA A4ZT-0 P.S01 L •--O — Ca° 2F'i°° yEL�I S H LR 2 W i=i rV L SA/VIZ I O yi2 S�� l30 , 2o`= 13c> ��. Y ��isH i:z., m En So it/o sY 61"',— Nature of Repairs or Alterations(Answer when applicable). ,r Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. y/,,,, Sig Date / C&/X 0260 Application Approved by Date Application Disapproved by: _ Date for the following reasons Permit No. Date Issued 4ANo,., Fee .THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 1 Rpplication for aigpogal 14pgtem Congtruction Permit t Applic on for ayPermit to Construct( ) Repair(11I Upgrade O Abandon O ❑ Complete System Individual Components Location Address or Lot No. 52 STa tNr- G Q 0"I LANE, Owner's Name,Address,and Tel.M19RSTONS MIUL.S/ hlAlS5 ' Lo62er-rA -PrA&UN;o. .6- sraN-- act t Ira.d LANE ' Assessor'sM�p/Parcel 12S 00(o--UOQ MA1ZS-t-011/5 Al I LLS S 5 Installer's me,Address,and Tel.No. Designer's Name,Address and Tel.No. 6a g �2 -3 3 U 4 RvCC. LIc�cC.11 5(�� jG`5 t :��C SUI.t..✓A/t� 6.JVlrr1IV156 t1i9 Inc . g t�,b S,• 1 �� -7PARK6R ZaST��,,���c hIr . 03,6•SS OsT�I2✓/t..L6 i'/1 /9.Ss Type of Building: Dwelling No.of Bedrooms 3 Lot Size X,L,Z 16- sq.ft. Garbage Grinder (NO Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 'v 3 O gpd Design flow provided 3 I gpd Plan Date M A rC H, 1 04 2.0 0 /. Number of sheets 1 Revision Date *f Title SITE PLAN -,, ROPUSEDSePTic SVSTiM Q6-PA1 (7- n � a, Size of Septic Tank EX I ST. I O p p GA L-• Type of S.A.S. l 2!X-L S LE,4,lkl g r 14 n/Hig 6 12 Des6riptionofSoil O- f!i� 1-&AMITaPSGIL-0-' '2ra 5H f3QN J=IA/6 SA11/1) (0 `/R S,�G � g- , 20"- 13U11 LT. Y L'iSN L32N IV� ED �.,Sylo%/- C- Nature of Repairs or Alterations(Answer when.,applicable) Date last inspected: - Agreement: K - The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Sig n.� i 46/ Date 1:a,ar'1l a :26a ' Application Approved by // /� i' \`� Date Application Disapproved by: Date for the following reasons h Permit No. "'i Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (><) Upgraded ( ) Abandoned( )by c,o c „i c CU t(' �'1('-C('.'tit,�(C�- at 52. S"Y•O N E C3'R 1 p G c L A A/E IW ArST rys M I LL S has been corlstructed in wcordance I ( / /with the provisions of Title 5 and the for Disposal System Construction Permit No. � D dated `2, / /I_ Installer r)+-u c c 1I C,c r'-O', e r Designer S u LLI VA N E YVG 11V EE l2 t YV� I A/� • #bedrooms 3 Approved design flow gpd The issuance of this permit shall n/be construed as a guarantee that the system ill fu designed. Date 6 — ————_ —--—————————————————— —————————— No. � Fee k20 V , THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS I Y1011 Miqogat i§pgtemY Congtruction Permit Permission is hereby granted to Construct ( ) Repair ()() . Upgrade ( ) Abandon ( ) System located at 5 2. S-r NE 62tl>GE L.IQ 1V& &4S 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. Provided: Coons ctio must be completed within three years of the date of this rm't. Date L J Approved by 1 j Town of Barnstable Regulatory Services Thomas F. Geiler,Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 3 2 3 Lg4 Sewage Permit# 2-ao6-ioiAssessor's Map\Parcel o o` o o q Designer: SULLIVAN E/yGiiyara A,2►IIr-Installer: (3 RiucC ii'IA�l�G L Is�EIz- Address: -7 f'A R K-R PZD OST. Address: 97 POAV ST. as-Z-2144L On 3 0I 61o& C32ucc was issued a permit to install a (date) (installer) septic system at 52 STo vie Sri DoF WY AMAfs*ws based on a design drawn by (address) ^01-1�s $uLLIVAN ENg-spar Rips-dated MArc H V%_ oo4- (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. 1'141 S CSIXTIFIS COMPLIA"S' W17W TIITL&V O/VL'I 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 re 'sion or certified as-built by designer to follow. OF (Installer's Signature) (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc -66 6 — O D/ Town of Barnstable PH � 7 Of iF1F>� Department of Regulatory Services BARNarABM J Public Health Division Date MA88. rtiJy. ,b� 200 Main Sircet,Hyannis MA 02601 prf0 NIIN A / Date Scheduled `" Time F Fee I'd. ' UO, d Q Soil Suitability Assessment for Sewage Disnosal Performed By: S u/r'J YCC.17 &1 q,`i,)]Ce znC• Wiu,essed Dy:7s� . LOCATION & GENERAL INFORMATION Locnlion Address Owner's Name/—O t Gil-Cti �a S�-fo»e ar/'dq4' 1� ^-�- S,3 s;�L(- 3 1-) ma�s�s rx),'r/s Address h�urcfti>tr �,1 ;/i1, .�7� o�&ye Assessor's Map/Parcel: heap /-25 iPit ['�� ���"�o� Engineer's Natnr. j U//;VCl/� L- /•y- Z.-17C NEW CONSTRUCnON\\ REPAIR Tcicphonc M '501?- Land Use Slopcs(%) O-3P/U Surface Stones Al t t- Distances from: Opus Water Body 500 + It Possible Wet Arca�It Drinking Water Well ,5�_It Drainage Way 506 R Property Line 10-Z0 it Olher NPr✓ it SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) y / OPEN SPACE O 7 � S b -9 z l "o, Sf,�C - �,� �0 G `aNE. (APP 4-►,0) ` ` , + Parent material(geologic) ( -(,vx--) Dcpth to Bedrock 30O Depth to Groundwater: Standing Water in Hole: No Ive- Weeping from Pit Face Nb -2 Estimated Seasonal Iligh Groundwater EL Kh* 'Mrv1 T.o t,. bc.wvl ,+lta0 _ - DETERMINATION FOR SEASONAL IIIGH•WATER TABLE Mcthod Used: nJon e — See-P86VIF- Dcpth Observed standing in obs,hole: in. Dcplh to soil mottles: in. Dcplh to weeping front side of obs.hole: in. Groundwater Adjuslment Il. Index Well M Reading Date: Index Well level Adj.factor Adj.Gnoundwalcr Level_ PERCOLATION TEST Date 3I91oo Time lo-- Observation NOIc# _� Time at 9" nt DcpUt of Pcrc _S 55 Tina at 6" Start Pre-sonk Time© Z5 (06165 Time(9"-6") • Irk End Pre-sonk kS r,1 N- + Rate Min./Inch < Z Site Sit ilability Assessment: Site Passed n/ Site Failed: Additional Tcsling Needed(Y/N) Original: Public Wallis Division Observation I-lolc Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you nrtlst first notify the V Barnstable Conservation Division at least one(1) week prior to beginning. Q:1113A LT11/W P/1'G RCFO IlM 1'IEEP 013SEUVATION IIOLL LO(7 r_l,ole It Urptll ftuut Suil llotivol Suil'I'cxhnc ,Suil CUlnr :iuil Slirfacu(ht.) (USDA) (Munch) Mottling (:"4110110,Si IM%l ould 13. _ _..Ctuslsl4lLAy.°LQS1'av t.......n. �� LoAvvl I FtrN�nX F:n�—medl Qv Z.sy UPI _. DEEP OBSERVATION IIOLE-LOG II01c 11 Z Depth from Soil Ilo►iwn -Soil Texture Soil Color Soil Other Sulfnee(in.) (USDA) (Munsell) Muffling (Structure,Sfunes,Houldcrs. Cunsistcyq g GIn cl� LMxr�/ 0 Top Se+ _ — z$ Q �� s4•� to-1K 51Co — Z�-13a L Fines-i•'F'Vec DEEl P OBSERVATION ROLE LOG II01c 11 Dcpth from Soil Iloriwn Soil'l'cxturc Soil Color Soil . Ulhcr Surrncc(in.) (USDA) (Munscll) Molding (Structure,Stones,nouldcts. DEEP OBSERVATION IIOLE LOG II01c 11 Depth fiunt Soil horizon Soil Tcxturc Soil Color Soil Other Surrncc(in_) (USDA) (Munscll) Muffling, (Shucttnc,Sloucs,nouldcrs. S cZtsislcncyy�C;rnvcl.) Flood Insurance hate Mal): Above 500 year flood botutdary No_ Yes Within 500 year buundaty No✓ Yes Within IOU year flood boundary No ✓ Yes Deuth of Naturally Occurring Pervious Material Does at(cast four feet ofnaturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption systcm7 If not,what is the depth of naturally occurring pervious ntatcri117 Certification I certify that on /oy _(dale)I have Passed the soil evniunlor exmitinnlion npprowd by the Dopartment of Environuicntni Protection and that the above nunlysis was performed by me consistent with the required training,expertise and experience described i11110 CMR 1.5.017. Signatm'c Date 3 IS 6 Q:I WALI'l1iWr111HRMIUA TOWN OF BARNSTABLE ::O A ie.» Gler a IMAGE # VILL AGE_iArLWS lt,l5. . ,SSESSO.R'S MAP & LO.T i INSTALLER'S.NAMEA PHONE.NO. . �� �j -f,� ..e- SEPTIC TANK CAPACITY 1 o0U Caq-L. i LEACHING FACILITY:(type) size} NO. OF BEDROOMS 3 PRIVATE WELL OR ICU LIC BUILDER OR OWNER DATE PERMIT ISSUED: DATE COUPLIANCE ISSUED:: VA RIANCE GRANT. D: Yes No Ato1 pi 3' .. I � 7 r t� THE COMMONWEALTH OF MASSACHUSETTS 'Y , •': BOAR® OF HEALTH �. Appliration for Diapaii al Works Tonstrnrtion ramit : Application is hereby made for a Permit to Construct (J-1) or Repair ( ) an Individual Sewage Disposal "' System at: � �e-I<4 ---���'- ----•----•--••--•-••....ff!5�r er..... Location-Address or Lot No. Capricorn Realt Trust 765 FalXno ___ �]�.,____�[ a, _,_,_ ..Q2-LQ1 ....................-•-••--•-------------- -----y-•-•••....... ..._. Owner Address .................................. ----•--••---...-•-•-------..........-----------...........--`--� f y--------..•......---_ . Installer Address d Type of Building Size Lot.. ......................Sq. feet U Dwelling—No. of Bedrooms--------J?..............................Expansion Attic ( ) Garbage Grinder (VG) ;. `4 Other—Type of Building No. of persons............................ Showers — Cafeteria Q' Other fixtures ------------------------------•. . W Design Flow...........SS'.....................gallons per person per day. Total daily flow-------------- _ ..................._gallon. WSeptic Tank—Liquid capacityAVa.gallons Length.6-f_•_`__. Width._.��...deL, Diameter................ Depth.,67..e..__. 3 x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..... ............ Diameter....... ......... Depth below inlet,-�.C-- .._. Total leaching area.Za'-.7_---sq. ft. z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by..�� ....61V �>-®.. . ... ............ Test Pit No. 1.....Z-------minutes per inch Depth of Test Pit._Zg...__..___.. Depth to ground water_._� -_____-___. Test Pit No. 2................minutes per inch Depth of Test Pit..........._........ Depth to ground water.-__-______-_----__-_--. ------------------------------------------------------------------------------------•-•••---•-•-•---......................................................... O Description of Soil.. _", ¢U 1� v%-�'... 'c �e..._.....g_4.-.`._.=./ .... 9vw�._. .. •-•------------------•---•-------------•-------------.----•-----------------------•---------------------•------•--------•-------• ••----•-••---••----------•------------------•----------------•-•------ 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 TIT?,?• 5 of the State Sanitary Code— The undersigned furtl.er agrees not to place the system in operation until a Certificate of Compliance eerr4 ued y the boa of health. Sig d Da e oo Application Approved By.... .------•-------- --- --....-- .p.. ---------- -C---- Da Application Disapproved for the following reaso :_ Date PermitN.........� ....r..... Issued....................................................... Date 001 ooc)� Nc6 Fic B......7 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ................OFZ=.:� Appliration for Disposal Works (famitrurtion Prrutit Application is hereby made for a Permit to Construct (.� or Repair an Individual Sewage Disposal System at: .. .......................... ......................................................................... Location-Address or Lot No. Capricorn Rea. .Lty...!rzr.. _IASLI....................... ................................................ ... .......HY-anxii- -_I&...02MO Owner Address .................................. .................................................................................................. Installer Address Type of Building Size Lot_.eZ'0"/?.........Sq. feet Dwelling—No. of Bedrooms.......7...............................Expansion Attic Garbage Grinder (Vo) pal Other—Type of Building ............................ No. of persons.....................__.____ Showers Cafeteria <P4Other fixtures .................................................................................................................. ................................... -s— Design Flow...........-1745......................gallons per person per day. Total daily flow........ " ..............gallons. 1:4 Septic Tank—Liquid capacityAqsi2.gallons Length_&_'�...... Width..4.."Ae�_" Diameter................ Depth_4!5!..A.." �4 W Disposal Trench—No..................... Width.................... Total Length......_............_ Total leaching area....................sq. ft. Seepage Pit No._....!__.____-__-- Diameter.......G......... Depth below .... Total leaching area.A::r.7....sq. f t. Z Other Distribution box (X) Dosing tank Percolation Test Results Performed ...............d.... .......... Test Pit No. I.... .......minutesperinch Depth of Test Pit-,-.'&........... Depth to ground water....!�........... 44 Test Pit No. 2................minutes per inch Depth of Test Pit..__._.............. Depth to ground water____._..._......._..___. ............................................................................................................................................................ 0 Description of ................ ....... ..... .....-e ..........................................................................................I.............. U ....................................................................................................................................I..................-------- -------I....................... 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 T I TLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed........ ............. _16....................... .................. .... ........... d Date Da e Application Approved By.... ....... ...... . .... ... ...... .....Application Disapproved for the following reaso :.................•---I.............................................. .......................................... ......................................................................................................................................................................................................... . ... Date ,vPermit No...e. ...... .................. Issued-.................... ............................... I Date THE COMMONWEALTH OF MASSACHUSETTS OARD F HEALTH ... .e __Q ........fO. .OF....... .................... (grrtifiratr of (toutpliatta THI TO ER IF .O T t Individual Sewage Disposal System constructed (/�) or Repaired by .......... t rit . . ...............I .. . ................... ........................................................ Ins, -M 7 0 Ll .... ...... ------- at......... . ........ . . _. A/ has been installed in accordance with the provisions of TIT5 of Sanitary Code as described in the "- application for Disposal Works Construction Permit No.___._ --9 ------ ------ ---- dated________________________________________________ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE C 4--ED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD,-OF HEAI_TH. ...........OF.... ... ... .... FEE.... ZO Z) 7 ...........-- Difilloys a Tkfi Mum Permission is hereby granted.... ....... ...j........ -----------................. to Cons 0 Re it atln ewwze Di al S P 0 Construct at No.. ....... --- 7� -12' r-------- . .............. I/.0�--------------- S eet -� . .... as shown on the application for Disposal Works Construction Permit No.. Dated.._. GY---------- ------------ ................................... DATE...... .....................0......0................... oa, o -fea FORM 1255 HOSES &,WARREN, INC.. PUBLISHERS _ 1NOICJITE8 REVSIONS:DISTRIBUTIONBOX DETAIL: LEACi�INO PIT DETAIL: "SEPTI TANK DETAIL. . I000 GALLON -Mi SOIL TEST PIT DATA: uc�TEe NOT TO 3C�►LE MOT TO SCALE NQ DATE OBBERVMO TER NOT TO SCALE LUI�MGSEEo _ PtD /SS TE>1T� GROUNDWATER ]MANHOLE COVER NOTES: L SEPTIC TANK SHALL BE STEEL ,. �.ET AND OUTLET TEE' TO •E CAST AlON OR 2I�� NO. OF OUTLETS:� � OR PAVEMENT ,. 5 �ROlD6HT TO FM�ItEN 64tADE `� • ' �- - 'REINFORCED CONCRETE. VCHE4 AO PVC. TEES Tl) tE CENTERED UNDER , MOTES: •, � .. , P TP i'P 7, TP WITHSTAND H-Ib 1.lDADtNB 'MANHOLE COVER. 1--1---� L. SEPTIC TANK TO WITHS r L DIST. BOX TO WITHSTAND HAD LOADING t�IIIN.OF 1/1B p .-ORD.EL._ GRD. EL. � T- "A-F O7 RD. L. (05, AM. EL._ UNLESS UNDER PAVEMENTbRIVES OR t 1 - ".� GAGING - i1 UNLESS V"NDER PAVEMENT,DRIVES tOR � ! Ef2"M1N FILL OW. L. GW. EL•. TRAVELED WAYS.WHEREIN H-20 LGW. EL. � �iYV.EL• - SHALL ! TRAVELED tlarAYs WHEREIN H-LO tAADM1G PRECAST�� 1 DIST. SHALL APPLYPIP C NECTIONS AND CONCRETE "ANNOLt t ow R I oa o o a o 00 TQT� >� SUB 3. ALL E ON '90X 2. PROVDE INLET TEE OR BAFFLE WHERE SLDPE OFCONSTRUCTION TO BE WATERTIGHT. attotraltlT TO t*IINsN MAD[ ; PVC INLET PIPE•INLET PIPE EXCEE08 O.OdFT./FL OR IN PUMPED SYSTEM.L--- ----� c C3 ct a sTE:o GENERAL NOTES." 3. FIRST TWO FEET OF PIPE OUT OF DIST. I O O O' GALLON �OACHING PIT TOTHSTAND H-10 LOADING O0K* BOX TO BE LAID LEVEL. �b 0 a = a t3 a C3 0 0 L THIS PLAN IS FOR DESKiN AND /VIED/U 8 -6 /V( •• PLAN VEMI •;. . o - LESS UNDER PRECAST �.. •�' CONSTRUCTION'OF THE SEIRrAGEREMOV+*1f.7 ga o a v a o a dVEMENT,DRIVE OR DISPOSAL FACILITY ONLY-70 �I►T�R tutu. 3/4TO 1-a/2 AVELED WAY YVHEREIN�L COVER Ap A �► DOUBLE EAtHING 'PIT 20 L0 ING SH LLF;_ -5.67/ 2 ALL,CONSTRUCTION METHODS ►NDsv WASHED .pPLY. _. . _ ..-.._.. �: �� au o a o t� c a o n c MATERIALS SHALL CONFORM TO 'AiIA=S .. . ... ..., . ... _ . . ._ STONE ,PROVID . ..:..,. ;.. .....:.......•.�.. D.E.Q.E. TITLE 5 AND LOCAL BOARD no tttwsl ,T T +,INI.t cc WATER .. a.,.: o o c n o 0 o a o ; � OF HEALTH REGULATIONS. u JOINT 1;; 1p,, °►IlttAiT 5-8 t[[ 1:; r 3. ALL PIPES LO..ATEO UNDER.PAVEIrtENT l NOT[ /.• ♦ 0 O G G O O O t7 t7 li/TIG F 4t-10' Ltot�ttl o[►TN T><t 4" _ 1 �� _ '1 IUi r A v� OR TRAVELED WAY 'SHALL BE q,';ZA VET - TANK � 1 •: t 1 '�L�1 I 4 OUTLET 1 - e - , . SCHEDULE 40 OR EQUAL. 1 1 ;'• i.) ire � 2i�'�:: fill. 4 A UNSUITABLEMATERAL T PSOIL Ej10 A. 2' L, CLA ) ENCOUNTERED BELOW LL " .0 v-s oro -BOTTOM t DIA. THE INVERT OF THE LEACH PIT :TO ' • •"TTpt ON Ltv[L 1TAALt •A![ d - v o- LEVELST7IBLF IO BE REMOVED FOR A DISTANCE OF • CROSS-SECTION : BASE 10 AROUND AND REPLACED WITH PLAN VIEW "� CROSS-SECTION VIEW CLEAN COARSE SAND. -CROSS-SECTION 144, AJO GATE: GATE: DATE: OATS: INVERT ELEVATIONS: 5-31-88 TEST 9Y: TEST BY: TEST �Y: TEST BY: ��i INVERT AT BUILDING (3. 710 � •_„ _� INVERT AT SEPTIC TANK(in) �3.Slo - _ STEPHEN HAAS •"ED BY: WITNESS�a BY: WITNESSED BY: WITNESSED BY: — - / i �. WITNEScas. INVERT AT SEPTIC TANK(out� �3••� • JERRY DUNNING PERC. RATE: PERC. RATE: PERC.RATE: PERC. RATE. 6/ , i_ INVERT AT DIST. BOX(In� < 3 tAINJINCH MINJINCH 1rIINJMCH MINJINCH _ _ , / INVERT AT .DIST. BOX(out) � • � 6Z \ INVERT AT LEACHING PIT 80 FLEACHINGPIT57.o0 BOTTOM O DATUM. : � � - - , ., p� _ C ' QC U.S.G.S. MAXIMUM_ GROUND WATER ELEVATION . VERTICAL DATUM: ' N.G.V.D. op 7► •23y OBSERVED GROUNDWATER BENCH MARK USED: p \ ELEVATION M28RA DISK M.H.B . ROUTE 28 EL - 61 .76 N.G.V.D. V i 1 LOT . a ZONED : R.F. � - � \ Al SETBACKS ( OPEN SPACE) Ac . FRONT : 30' D E 1 5 SIDE : 1 - REAR: 15 1 1 P O �� ,� c� \ 2 pA DESIGN CRITERIA- (RE39RVdDE H FL W.I SIG o ,_ .. -A—BEDROOMSo , AT I10 G.P.B.lD 330 Gp : . 2 _ 5.0 _ . NO GARBAGE GRINDER ::. . NOTES. ,. The BSC Grou ., LINE INFORMATION SEE PLAN i . FOR PROPERTY ! O0 P� 2 f, ♦ �P K. • it 1"' 1� G1 .:.REQUIRED SEPTIC TAN RECORDED AT THE BARNSTABLE REGISTRY OF DEEDS, 1 Q Q O , h �' o .v in t PLAN BOOK 447 PAGE 44. I I N 0 % = 495 GAL. s _ � GI 0 � ♦ Q� I 0� � = 3 30 X 150 1000 SEPTIC TANK PROVIDED. GAL. , 1 1 TOPOGRAPHIC INFORMATION SHOWN WAS - , � l�. ; 2. ;' THE \ � 'I >n 1 b1 dw' ' OBTAINED BY AN ON THE GROUND SURVEY.' � � (f Cape Cod Survey Consultants �`� �� I SIZE OF LEACHING FACILITY REQUIRED. eY • . 1 1. -c 3 \ j �, 1 \ DESIGN PERC.RATE. MNJNCH 3. UNDERGROUND UTILITIES WERE COMPILED FROM AVAILABLE \ ♦� / f- ` �• UTILITY COMPANIES AND PUBLIC AGENCIES g' Y/ p 1 G4' 3236MainStreet RECORDED PLANS OF I � O 4 � Routte6A . AND ARE APPROXIMATE ONLY. BEFORE CONSTRUCTION CALL \� '/ 1 \ v >, � 330 G. P. D. CAPACITY • 'DIG SAFE' 1-800-322-4844. I ` Q BarnstableVllageMA v� 617 362 81M / &� �S PROJECT TITLE: O SIZE OF LEACHING FACILITY PROVIDED. 6 Z •'(i �= w t t t sz c +1 6 DEEP X 6 DIAM.PIT W/2 STONE SEWAGE DISPOSAL 1 SIDEWALL = 178, S.F. X 2.0 = 356 G.P.D. - SYSTEM DESIGN - 79 S.F. X 0.83 65 G.P.D. . � � ��� � � /39. o� � •�:� + . BOTTOM - O F � of 4Go /0, 39" w r TOTAL: 257 S.F. 421 G.P.D. L 0 T 7 P`I MAssq ` TES. lAl �•Q SEA&At/T 4 21 G.P.D. > 330 G. P. D. % OK STONE BRIDGE L N. 30 Vt/ioE {�1/�} Nl� RENWICK N I o B. �, Z- 1 IN , It 1 R i f N. I - \ � LOCUS PLAN: 2oa3 c� CHAPMAN ,p No. 27654� l 4 1 MARSTONS MILLS MA. S�ONAL . 1 I M Lo-r ,,, Locus 7rJ1�/. 2�-'J-.�.ln;� .1 DATE PROFESSIONAL NGINEER CIVIL i PREPARED FOR: NICHOLAS FRANCO ; • / t PotJD , , `H OF Ep,�. o y (9C> FRANK C. 1 / . o hk DATE: JUNE 13 1988 ' WHITING • COMP./DESIGN. S.A.H. A.N �a No. 29869 0 G. ,rs FGISTERL�� , \ 4 u�rlb�r CHECK: PLAN VIEW l DRAWN: T.A •W FIELD: R.E.G./T.A.W. -.. to D TE PROFESSIONAL LAND URVEYOR SCALE: 1'= 20' 9a ' FILE NO: DWG.NO: - SHEET 0 10 20 40 60 FEET 77] i336 7 JOB N0,3.3047.0 I OF I f f I LOCI A, s0 US �0 t \\ r Shub gel / �.630 tz43 — e— f 50) F o 1. 1 T r i, u IN LOCUS PLAN \ Scale: I 2000' Assessors Map 125 Parcel 006/009 Groundwater Overlay District*GP 7�L 'y rs a �a `U # ti 10 t\n t N+ ti �f / f k IN IS o a� I 40 s / a sA� Finish Grade - O ' A. f Filter sFabric Compacted F111 62 — ile 40` fiK Pea Stone f t_Ate/he L b—r b.S2 t A 4t Camber „ 0,61 A G N Chamber Washed)1/2 IOwblt CROSS SECTION OF CHAMBER '4 1 S NL°14'3°i vu t'�q.dL. ti `-NOTTO SCALE ts'r, GGN'rra>,1RL>M `C r��wfrt OF CiI�RN STAE'SLE. C«,1.5. tv5�,t>. PLAN VIEW Scale : 1 20' NOTES 11• Water Su-pply For This Lot is Municipal Water. DESIGN DATA �'••Locd'iion of Utilities Shown on This Plan Are Approx. At Least?2 Hours Prior to Any Excavation For This Single Fomily-3 Bedroom Project The Contractor Shall Make The Required Na Garbage Grinder Noti`ication to DI G SAFE-1-888-344-7233, Daily Flow: 110 x 3 = 330 gpd 3.The Contractor is Required to Secure Appropriate Septic Tank: 330 gpd x 200%=600 gpd Permits From Town Agencies For Construction Use The Existing 1000 Gallon Septic Tank. Defined by This Plan. LEACHING AREA it Install Risers as Required to Within 6"of Finished N.• 2t_a.r. �ti.tpo Grade. o b 330 gpd/0.74=446.s.f.Required 0 /-ror=sotL- Sidewall:202 +25'112=148 s.f. 5.All Structures Buried Three Feet(31 or More or .+ Bottom Area: 12'x 25'=300 s.f. Subject to Vehicular tobe H-2-0 Loading. v�L ,sW P,rzo.nfty FtNP Lonrvy ytt t,sN LtaowN Finiti�laAttY 44Bs.f.TotalProvided. 6.SepticSystemtobe-InstalledinAccordanceWith 15 �t,Ns� I o yr- .5/!a s,"r.ao l o y ri 5'// LEACHING CHAMBER DESIGN 310 CMR 15.00 Latest Revision And The Town of 2..es Barnstable Board of Health Regulations. t,,-•r; y>�1•: ESN Cit�ic,�n,N�sN�.1r,1�st� � L^C,Yi"�,t,,'15W 1�Rt>wr; �ING.M�A, All.Pipes to be Schedule 40 PVC. Use 2 Sa.ND 2.5 Y &lq SAND -a.',5Y (.1L4 -500 Gallon Leaching Chambers in ;r All Piping tobe Sch.40 PVC. 1 zO t � 12`x 25' Washed Stone Field as Shown. B.De th of inlet Tee Below Flow Line, I0"Min. NO G-ROUNDWA,_rMwL No C:ROUND .nfbr�tc Depth of Outlet Tee Below Flow Line l4�Min. �f�p F'ERG..No. E 423'7 pA-rE /�t/off With Gas Baffle. ,�1 L( f 1 +=59 `r4tAty 2 t✓t1N/I NCN spy W C3Y; S,ULLt�iAN GNGtNs Et tNG INC- `aOtt_ W1TNE5s, a,Ia9MA1�A1 -t.o.C3 .� ;? F.G.64.00Jt' FG.64.60 1 61.93 Existing 60.86 I000 Gal. 61.73 �l Septic 61.4E3 a Top El. SITE PLAN 1LTank - Bat.El.58.86 PROPOSED SEPTIC SYSTEM 61.23 61.06 5.09' Bedding as Bottom Test Hole El,53.77 REPAIR Per Title 5 No Groundwater LORETTA SPRAGUE DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM 52 STONE BRIDGE LANE MARSTONS MILLS MASS. Not to Scale SCALE:AS SHOWN DATE: MARCH 10, 2006 SULLIVAN ENGINEERING INC. OSTERVILLE , MASS.. 711