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Home My WebLink About0068 KATHERINE ROAD - Health 69 KATHERINE ROAD, CENTERVILLE A=228-050 r Commonwealth of Massachusetts ou8-'osb Title 5 Official Inspection Form I e Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 68 Katherine Rd. Property Address John & Lisa Cranston Owner Owner's Name information is required for every Centerville V/ Ma. 02632 3-11-21 page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When A. Inspector Information �/ filling out forms 1 5 01 on the computer, use only the tab Michael Sears key to move your Name of Inspector cursor-do not Robert B Our Co INC. use the return Company Name key. 363 Whites Path Company Address South Yarmouth Ma. 02664 City/Town State Zip Code 508-477-8877 SI 14430 Telephone Number License Number B. Certification I certify that: I am a DEP approved system inspector in full compliance with Section 15.340 of Title 5 (310 CMR 15.000); 1 have personally inspected the sewage disposal system at the property address listed above; the information reported below is true, accurate and complete as of the time of my inspection; and the inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. After conducting this inspection I have determined that the system: 1. ® Passes ``��.XV IA OF 2. ❑ Conditionally Passes °�� '' °. MIGHAEL '.N 3. ❑ Needs Further Evaluation by the Local Approving Authority =o: SEARS No.SI14430 y 4. ❑ Fails 3-11-21 Inspector's Si ture Date 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 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 form should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Please note: 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. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 18 f Commonwealth of Massachusetts Title 5 Official Inspection Form Il � Subsurface Sewage Disposal System Form - Not for Voluntary Assessments u 68 Katherine Rd. Property Address John & Lisa Cranston Owner Owner's Name information is required for every Centerville Ma. 02632 3-11-21 page. Cityrrown State Zip Code Date of Inspection C. Inspection Summary Inspection Summary: Complete 1, 2, 3, or 5 and all of 4 and 6. 1) 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: 2) 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. Check the box for"yes", "no" or"not determined" (Y, N, ND)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. ❑ Y ❑ N ❑ ND (Explain below): L,5,nsp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 18 Commonwealth of Massachusetts �- p Title 5 Official Inspection Form 11 1 Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 68 Katherine Rd. u� Property Address John & Lisa Cranston Owner Owner's Name information is required for every Centerville Ma. 02632 3-11-21 page. Cityrrown State Zip Code Date of Inspection C. Inspection Summary (cont.) 2) System Conditionally Passes (cont.): ° ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. ❑ 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 ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ 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 ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): 3) 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. a. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 18 f Commonwealth of Massachusetts Title 5 Official Inspection Form �I Subsurface Sewage Disposal System Form - Not for Voluntary Assessments !% 68 Katherine Rd. V� Property Address John & Lisa Cranston Owner Owner's Name information is Centerville Ma. 02632 3-11-21 required for every page. Cityrrown State Zip Code Date of Inspection C. Inspection Summary (cont.) ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of atordering vegetated wetland or a salt marsh b. 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 fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. c. Other: 4) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes No t ❑ ® 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 t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 68 Katherine Rd. Property Address John & Lisa Cranston Owner Owner's Name information is required for every Centerville Ma. 02632 3-11-21 page. Cityrrown State Zip Code Date of Inspection C. Inspection Summary (cont.) 4) System Failure Criteria Applicable to All Systems: (cont.) Yes No ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than 1/z 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. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public water supply well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent 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 and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000 gpd- 10,000 gpd. ❑ ® 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. 5) 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. For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the questions in Section CA 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 t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Wi; Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 68 Katherine Rd. V� Property Address John & Lisa Cranston Owner Owner's Name information is required for every Centerville Ma. 02632 3-11-21 page. Cityrrown State Zip Code Date of Inspection C. Inspection Summary (cont.) If you have answered "yes"to any question in Section C.5 the system is considered a significant threat, or answered "yes" to any question in Section CA above the large system has failed. The owner or operator of any large system considered a significant threat under Section C.5 or failed under Section CA shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 6. You must indicate "yes" or"no"for each of the following for all inspections: 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, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth'of scum? ❑ ® Was the facility owner(and occupants if different 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: ® ❑ Existing information. For example, a plan at the Board of Health. ❑ ® Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 18 T c Commonwealth of Massachusetts Title 5 Official Inspection Form hI Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 68 Katherine Rd. u� Property Address John & Lisa Cranston Owner Owner's Name information is required for every Centerville Ma. 02632 3-11-21 page. City/Town State Zip Code Date of Inspection D. System Information 1. Residential Flow Conditions: 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 Description: Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Does residence have a water treatment unit? ❑ Yes ® No If yes, discharges to: Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonaluse? ❑ Yes ® No II Water meter readings, if available (last 2 years usage (gpd)): 2019-67000ga12020-32000ga1 Detail: Sump pump? ❑ Yes ® No NA Last date of occupancy: Date l5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 18 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 68 Katherine Rd. Property Address John & Lisa Cranston Owner Owner's Name information is required for every Centerville Ma. 02632 3-11-21 page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) 2. Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow (seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Water treatment unit present? ❑ Yes ❑ No If yes, discharges to: Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe below): 3. Pumping Records: Source of information: NA Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: L15iinsr.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments .� 68 Katherine Rd. Property Address John & Lisa Cranston Owner Owner's Name information is required for every Centerville Ma. 02632 3-11-21 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 4. Type of System: ® Septic tank, distribution box, soil absorption system El Single in cesspool 9 ❑ 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) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): Approximate age of all components, date installed (if known) and source of information: 6-19-06 #06-287 Were sewage odors detected when arriving at the site? ❑ Yes ® No 5. Building Sewer(locate on site plan): Depth below grade: 50"feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): L15,nsp.cloc-rev.7/2 612 0 1 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments • 68 Katherine Rd. Property Address John & Lisa Cranston Owner Owner's Name information is required for every Centerville Ma. 02632 3-11-21 page. City(rown State Zip Code Date of Inspection D. System Information (cont.) 6. Septic Tank(locate on site plan): .Depth below grade: 40"feet Material of construction: ® concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain) 1500 gal If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 gal Sludge depth: 1 Distance from top of sludge to bottom of outlet tee or baffle 29" Scum thickness 0 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 18" How were dimensions determined? Sludge judge, tape Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 1500 gal tank with in and out tees in place, inlet cover at 15" below grade t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 18 c , Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments !% 68 Katherine Rd. u� Property Address John & Lisa Cranston Owner Owner's Name information is required for every Centerville Ma. 02632 3-11-21 page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) 7. Grease Trap (locate on site plan): Depth below grade: feet 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: Date Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 8. Tight or Holding Tank(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 per day t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 18 • Commonwealth of Massachusetts , Title 5 Official Inspection Form Ii Subsurface Sewage Disposal System Form -Not for Voluntary Assessments V � 68 Katherine Rd. Property Address John & Lisa Cranston Owner Owner's Name information is required for every Centerville Ma. 02632 3-11-21 page. CitylTown State Zip Code Date of Inspection D. System Information (cont.) 8. Tight or Holding Tank(cont.) Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No 9. 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 16x16 with 1 outlet pipe, cover at 24" below grade t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 18 ct, Commonwealth of Massachusetts Title 5 Official Inspection Form �I Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 68 Katherine Rd. Property Address John & Lisa Cranston Owner Owner's Name information is required for every Centerville Ma. 02632 3-11-21 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 10. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): * If pumps or alarms are not in working order, system is a conditional pass. 11. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type: ❑ leaching pits number: ❑ leaching chambers number: ® leaching galleries number: 5 ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 18 c Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments . 68 Katherine Rd. Property Address John & Lisa Cranston Owner Owner's Name information is required for every Centerville Ma. 02632 3-11-21 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 11. Soil Absorption System (SAS) (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): SAS is 5 leaching galleys in trench pattern, galleys are dry and clean with no sign of failure 12. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth —top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): l5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 18 cam, Commonwealth of Massachusetts Title 5 Official Inspection Form �I, Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 68 Katherine Rd. V Property Address John & Lisa Cranston Owner Owner's Name information is required for every Centerville Ma. 02632 3-11-21 page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) 13. Privy (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.): t5insp.doc-rev.7/2 612 0 1 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 18 f Commonwealth of Massachusetts Title 5 Official Inspection Form � Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 68 Katherine Rd. Property Address John & Lisa Cranston _ Owner Owner's Name information is required for every Centerville Ma. _ 02632 3-11-21 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 14. Sketch Of Sewage Disposal System: Provide a view 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. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately F'L,4 Fryn f 0 0 1 3 Ar -•r�r,$ a -�9 3 /Z n--J-- H OF iygss z,�'�. �� S,. i g l —�q" ° MICHAEL•'yG Ps -S •3 SEARS 3_6�6.b = k No.SI14430 ;o E �FRT I f 6rnu mt�S ```` Lt5msp •rev.7/2612018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 18 i Commonwealth of Massachusetts �n Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 68 Katherine Rd. Property Address John & Lisa Cranston Owner Owner's Name information is required for every Centerville Ma. 02632 3-11-21 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 15. Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: 50' feet Please indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record If checked, date of design plan reviewed: 4-6-06 Date ❑ 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) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: No ground water per plan Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 18 C Commonwealth of Massachusetts Title 5 Official Inspection Form I Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 68 Katherine Rd. Property Address John & Lisa Cranston Owner Owner's Name information is required for every Centerville Ma. 02632 3-11-21 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist Complete all applicable sections of this form inclusive of: ® A. Inspector Information: Complete all fields in this section. ® B. Certification: Signed & Dated and 1, 2, 3, or checked ® C. Inspection Summary: 1, 2, 3, or 5 completed as appropriate 4 (Failure Criteria) and 6 (Checklist) completed ® D. System Information: For 8: Tight/Holding Tank—Pumping contract attached For 14: Sketch of Sewage Disposal System drawn on pg. 16 or attached For 15: Explanation of estimated depth to high groundwater included t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 18 of 18 No.. 10 0 .0 0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for Mi.5pogal �&p!tem Cow9truction Verm t Application for a Permit to Construct( ) Repair 9) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. 7 81 —8 9 3—4 5 61 68 Katherine Rd, Centerville Jim Devin Assessor'sMap/Parcel 228/50 501 Lexington St #23, Waltham Installer's Name,Address,and Tel.No. 7 7 5—8 7 7 6 Designer's Name,Address and Tel.No. 3 6 4-0 8 9 4 Wm E Robinson Sr Septic Eco-Tech PO Box 1089., Centerville 1 43 Triangle Cir, Sandwich Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder ( np Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd 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) Install a new Title 5 septic system to plans of Eco-Tec , #ETE-2282 Date last inspected: Agreement: The undersigned agrees to nsure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of itle 5 of the EnvironmentalCode-and`not to place the system in operation until a Certificate of Compliance has been issued by thi Bo 'd o He lth—. "'`�� S'gne Date Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. Date Issued `77- _`74,i O O.0 6 } THE COMMONWEALTH OF MASSACRUSETTS Entered in computer: / '.PUBLIC REAkTH-DIVISION - TOWN OF BARNSTABLE MASSACHUSETTS Yes bad F Rpplitat ors for nigoar *p!5tem Cow5tructiou permit ` A Application for a Permit to Construct O Repair(X) Upgrade O Abandon O ❑ Complete System '' p y ❑Ind'ividual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. 7 81 —8 9 3—4 5 61 68 Katherine Rd, Centervill sim Devin Assessor'sMap/parcel 228/50 501 Lexington St #23, Waltham Installer's Name,Address,and Tel.No. 7 7 5—8 7 7 6 Designer's Name,Address and Tel.No. 3 6 4—0 8 9 4 Wm E Robinson Sr Septic Eco—Tech PO Box 1089 , Centerville 1 43 Triari le Cir, Sandwich Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq. ft. Garbage Grinder.,( i)O �, Other Type of Building -- No.of Persons Stowers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd 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) Install a new Title 5 septic system to plans of Eco-Tech, 0TE-2282r Date last inspected: '.t Agreement: ' The undersigned agrees to insure the construction and maintenance of the afore described on-site sewage disposal system,'in accordance with the provisions of We 5 oft the Environmenta ode-and-not to place the system in operation until a Certificate of Compliance has beentissued by th1i Bo d o Hea ' S'gne Date �?r� Application.Approved`by Date (p Application Disapproved by: Date for-the following reasons Permit No. Iosko Date Issued O b THE COMMONWEALTH OF MASSACHUSETTS Devin BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (X ) Upgraded ( ) Abandoned( )by Wm E Robinson Sr Septic Service at 68 Ka erine Road, Centerville has been constructed in accordance with the provis{io s of Title 5 and the for Disposal System Construction Permit No. �Q G 4 15e dated 6 q �. Install er `�- �Y's CN, Designer 7-3 t a " O V)_ #bedrooms V Approved design flow .:�>-3 gpd The issuance of this permit shall not//be cof6sstrued`Ass a guarantee that the`system wli 1 functiod l lde jilted. Date Inspector ";c' No. �(0 ' � t F:BJ 0 0.0 0 THE COMMONWEALTH OF MASSACHUSETTS DeBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS &!5 o ar item �aor�gtruction Permit � p 1_�_ Permission is hereby granted to Construct ( ) Repair (X ) Upgrade ( ) Abandon ( ) System located at 68 :Katherine Road, Centerville 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: Construction Jmust be completed within three years of the date of this p Date �G / � l �O Approved b _.. t I/ TOWN OF BARNSTABLE LOCATION 699 1` 4, ,a ty\e- SEWAGE# 700 -ZX? VILLAGE 0 / A//S--S''ESSOR'S MAP&PARCEL aaR—0 INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY /,07Z� LEACHING FACILITY:(type) (size) NO.OF BEDROOMS OWNER kvyf, 6U [v-, PERMIT DATE: — 19 - t=,(o COMPLIANCE DATE: to— r Se aration 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 30.0 feet of leaching facility) Feet FURNISHED BY �ih e �� 07 r hz 1 Notice: This Form Is To Be Used For the Repair Of Failed Septic Systems Only PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM I, Pty i o D . C DUG HWOW f�hereby certify that the engineered plan signed by me dated 4I6 G6 , concerning the property located at ('$' ��e►iK� I�1iu� meets all of the following criteria: • Two soil evaluations excavated for detailed examination(no hand augering) and two percolation tests shall be conducted. • 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. • 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 be located no less than five feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the Frimptor method when applicable] Please complete the following: 1--^ A) Top of Ground Surface Elevation(using GIS information) B) G.W. Elevation n-00 +adjustment for high G.W.9 2 _ ro DIFFERENCE BETWEEN A and B SIGNEDZ4 , DATE: 'r f r 1 I �� 200 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. gASeptic\percexemp.doc Town of Barnstable �F THE Tp� 'Pam. .o• Regulatory Services Thomas F. Geiler, Director • BAANSTABL& MASS., �� Public Health Division ATfD1A°rA "Thomas McKean, Director 200 Main Street, Ilyauuis, NIA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: �'"�� 0 �O Sewage Permit# Assessor's flap\Parcel 228 Designer: Eco-Tech Installer: Wm E Robinson Sr Septic Address: 43 Triangle Circle Address: PO Box 1089 Sandwich Centerville On Wm E Robinson Sr SeptiRas issued a permit to install a (date) (installer) septic system at 68 Katherine Rd, Centerville based on a design,drawn by (address) Eco—Tech dated 04-06-06 (designer) r �I certify that the septic system referenced above was installed substantially accordilig 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 ac oFda'nce with State S Local Regulations. Plan revision or cery de er to follow. �OF MgS�cy DAVID A)az aller's Signature) COUGHANOWR N No. 1093 9�4�81'BQ`w0 • s�NITAaIPa (Designer's Signature) ("Affix Designer's Stamp Here) PLEASE RETUIUN TO B:1R\STA13LE PUBLIC HEALTH MVISION. CERTIFICATE O COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS 10101 AdNQ AS-BUILT CUM :\RE RECEIVED BY THE BAR-STABLE PUBLIC HEALTH DIVISION. THANK YOU. t Q: Health;SepticiDesi¢ner Certification Fom COMMONWEALTH OF MASSACHUSETTS • EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS �v = W d DEPARTMENT OF ENVIRONMENTAL PROTECTION 01 /J SOUTHEAST REGIONAL OFFICE � e ARGEO PAUL CELLUCCI TRUDY COXE Govemor Secretary DAVID B.STRUHS Commissioner URGENT LEGAL MATTER-: PROMPT ACTION NECESSARY CERTIFIED MAIL: RETURN RECEIPT REOUESTED OAugust 12, 1998 James Devin RE : BARNSTABLE-BWSC �� 501 Lexington Street, Apt . 23 68 Katherine Road �, Waltham, Massachusetts. 02154 RTN# 4-14101 NOTICE 'OF RESPONSIBILITY M.G.L. c . 2_1E, 310 CMR 40 0000 ATTENTION: Mr. James Devin On August 6, 1998 , at 12 :45 am, the Department of Environmental Protection (the "Department" ) received oral notification of a release and/or threat of release of oil and/or hazardous material at the above referenced property which requires one or more response actions . A release of fuel oil from. an aboveground storage tank (AST) occurred within a finished-floor basement . The Massachusetts Oil and Hazardous Material Release Prevention and Response Act, M.G.L. c . 21E, and the Massachusetts Contingency Plan (the "MCP" ) , 310 CMR 40 . 0000, require the performance of response actions to prevent harm to health, safety, public welfare and the environment which may result from this release and/or threat of release and govern the conduct of such actions . The purpose of this notice is to inform you of your legal responsibilities under State law for assessing and/or remediating the release at this property. For purposes of 'this Notice of Responsibility, the terms and phrases used herein shall 20 Riverside Drive•Lakeville,Massachusetts 02347• FAX(508)947-6557•Telephone(508)946-2700 This information is available in altemate format by calling our ADA Coordinator at(6I7)574-6872. DEP on the World Wide Web: http:/twww.magnet,state.ma.us/dep _ 0 Printed on Recycled Paper til -2- have the meaning ascribed_ to such terms and phrases by the MCP unless the context clearly indicates otherwise. The Department has reason to believe that the release and/or threat of release which has been reported is or may be a disposal site as . defined by the M.C.P. The Department also has reason to believe that you (as used in this letter, "you" refers to James Devin) are a Potentially Responsible Party (a "PRP" ) with liability under M.G.L. c .21E §5, for response action costs. This liability is "strict" , meaning that it is not based on fault, but solely on your status as owner, operator, generator, transporter, disposer or other person specified in M.G.L. c . 21E §5:. This liability is also "joint and several" , meaning that you may be liable for all response action costs incurred at a disposal site regardless of the existence of any other liable parties . The Department encourages parties with liabilities under M.G.L. c.21E to take prompt and appropriate actions in response to releases and threats of release of oil and/or hazardous materials . By taking prompt action; you may significantly lower your assessment and cleanup costs and/or avoid liability for costs incurred by the Department in taking such actions . You may also avoid the imposition of, the amount of or reduce certain permit and/or annual compliance assurance fees payable under 310 CMR 4 . 00 . Please refer to M.G.L. c . 21E for a complete description of potential liability. For your convenience, a summary of liability under M.G.L. c . 21E is attached to this notice . You should be aware that you may have claims against third parties for damages, including claims for contribution or reimbursement for the costs of cleanup. Such claims do not exist indefinitely but are governed by laws which establish the time allowed for bringing litigation. The Department encourages you to take any action necessary to protect any such claims you may have against third parties . At the time of oral notification to the Department, the following response actions . were approved as an Immediate Response Action (IRA) : • Deployment of Absorbent/Containment Materials . • Removal of Tanks/Drums/Containers . -3- • Removal of Other Contaminated Media. • All Remediation Waste must be properly stored/handled and disposed of within 120 days from the date of generation per 310 CMR 40 . 0030 . • Provision of Temporary Ventilation. ACTIONS REQUIRED Additional submittals are necessary with regard to this notification including, but not limited to, the filing of a written IRA Plan, IRA Completion Statement and/or an RAO statement . The MCP requires that a fee of $750 . 00 be submitted to the Department when an RAO statement is filed greater than 120 _ days from the date ' of initial notification. Specific approval is required from. the Department for the implementation. of all IRAs, and Release Abatement Measures (RAMS) pursuant to 31O CMR 40 . 0420 and 310 CMR 40 . 0443 , respectively. Assessment activities, the construction of a fence and/or the posting of signs are actions that are exempt from this approval requirement . In addition to oral notification, ' 310 CMR 40 . 0333 requires that a completed Release Notification Form (BWSC-103 , attached) be submitted to the Department within sixty (60) calendar days of August 6, 1998 . You must employ or engage a Licensed Site Professional (LSP) to manage,, supervise or actually perform the necessary response actions at this site . You may obtain a list of . the names and addresses of these licensed professionals from the Board of Registration of Hazardous Waste Site Cleanup Professionals at (617) 556-1145 . Unless otherwise provided by the Department, potentially responsible parties ( "PRP ' s" ) have one year from the initial date of notification to the Department of a release or threat of a release, pursuant to 310 CMR 40 . 0300, or from the date the Department issues a Notice of Responsibility, whichever occurs earlier, to file with the Department one of the following submittals : (1) a completed Tier Classification Submittal; (2) a Response Action Outcome Statement or, if applicable, (3) a Downgradient Property Status . The deadline . for either of the first two submittals for this disposal site is August 6, 1999 . If required by the MCP, a completed Tier I Permit Application must also accompany a Tier Classification Submittal . -4- This site shall not be deemed to have had all the necessary and required response actions taken unless and until all substantial hazards presented by the release and/or threat of release have been eliminated and a level of No Significant Risk exists or has . been achieved . in compliance with M.G.L. c . 21E and the MCP. If you have any questions relative to this notice, please contact Tyson Rose at the letterhead address or at (508) 946-274.3 . All future communications regarding this release must reference the following Release Tracking Number: 4-14101 . Very truly yours, l�vM Fc}f Richard F. Packard, Chief Emergency Response / Release Notification Section P/TLR/cb CERTIFIED MAIL NO. Z 598 884 991 RETURN RECEIPT REQUESTED Attachments : Release Notification Form; BWSC-103 and Instructions Summary of Liability under M.G.L. c . 21E CC : Board of Selectmen 367 Main Street Hyannis, MA 02601 Board of Health PO Box 34 Hyannis, MA 02601 COMM Fire Department 1875 Falmouth Road Centerville, MA 02632 Arthur McCormack - - President ram, ®uii roic aGuui Ue"nlb, MA UCDOU-U4/ 800/974/4300 13081 305/6100 FAX(5081 385/6022 i 8r PLUMBING & HEATING CO INC. HEATING OIL 778-0816 6lY04i;llSouth Rd. 1-800-453-6444 Hyannis,MA cl cA tuw�+,,,e C—C/ CI�X GU.1n i✓aye, I I cn. cA G�cry-Q.. C+.�d 111 1 I3rsays I U �r--Cc"�J SG'1 ��-rlK ��9ec,tS ALA U11A i ve Y-_ggGUz.� LGrr�4�J G 2i c,G�cL. _i��4Y J S® e3� . e� LDS�— t f G✓ J C_R(c r,� u�e� G,,� c j Ge 'i- /o 111 ,4-4 ,g C Ic c'I �y b�. tj Z,c" �,,` <%�vs it tj lff l! ' IY. - { j 4� �1 - t fir l � }ti 1 �1 � I{ 0 t� 1�4 F, f!� �Jff, i• 1!' 4 i' A __ East Coast Engineering, INC. s November 11, 1998 "- Town of Barnstable Board of Health Hyannis, MA 02601 Reference: Devin Residence, 68 Katherine Road, Centerville, MA, Implementation of Immediate Response Action, DEP RTN#4-14101 Attention: Mr. Tom McKean Dear Mr. McKean: In accordance with the Massachusetts Contingency Plan and 310 CMR 40.1403,please be advised that the Immediate Response Action Plan will be implemented at the above-referenced location. This work is being conducted in accordance with the Immediate Response Action Plan filed with the Department of Environmental Protection on October 26, 1998. The proposed work includes the removal of oil contaminated soil from beneath the basement floor of the residence. The work will be conducted by Enviro-Safe Corporation and will commence on Monday,November 16, 1998. { To obtain a copy of this document,or if you have any questions relative to this work,please contact East Coast Engineering, Inc. at (508) 748-2460. Very truly yours, EAST COAST ENGINEERING, INC. l Christine R. LeBlanc Principal cc: Mr. James Devin Ms. Lauren Rikleen, Esq. P. O. Box 745 156A Front Street Marion, MA 02738-0745 Tel: (508) 748-2460 Fax: (508) 748-2553 PLAN REFERENCE CONTOURS PjNE STREET a =W 1 LAND COURT PLAN 30469-A EXISTING - - - - - - - 50 > ASSESSOR'S MAP: 2 -8 MINIMAL GRADING PROPOSED vi N LOT: 50 °�►- � ��° NOTE 71 \Z 0a> �cn� � o � �' LOCUS o 2(ntn m EXISTING SEWER LINE A IS TO BE, REROUTED z J oo� `" INSIDE DWELLING AND EXIT A T LOCATION B. � W ( XN k - }- � 4 CENTERVILLE. MA G m N0 1- 38 FL x 7 FL x z FL LOCUS MAP Z N LE;CHING GALLERY NOT TO, SCALE LI z >_ f z 3 ` 48 106 36f ".o k w = W 5PJ � — O ma W -- \ RETAIN�G w z� U > �. LEGEND Z O . m w W z � �'"� % ` '� �' 1500 GALLON o LJ I W L� w '` �� L` -� SEPTIC TANK ❑ \. a 0 ' ' +, Co 3 N ® 1 D-BOX 0 Z O TEST PIT e X = m \ I `� EXISTINGj N rn o B CESSPOOL o J O W \ rP-s rn� �] X \ � 1 UTILITY POLE C o c„ 3 _ n m 20 FL `ems/ J cn 0 u,m �"� �► rn0 (— A','f''' �i 44 TREE N �� j't{��''''l{ -fW1'dBEP REFERS TD DIA'1ETEa L- iIV Z --i ''I t !^. INCHES. LETTER DENOTES TYPE cn ❑ Z O t' m O-OAK D-DECIDUOUS O M � Z , co In 1 1 ' a2- �,�� O O TP-1 \ W v ui LINE I 3 21 WATER BENCH MARK 6 TOP OF FOUNDATION ELEVATION = 50.79 Z J < Zp z PAVEp pRIVE P \ f USGS DATUM ASSUMED LIJ !_S-D O J N� m J \ 3 « cw LOT L o co � _ �1 _ _ - 48 SEWAGE DISPOSAL SYSTEM PLAN o Il. AREA 1®6�.3 sF + n Q N , _!�4 ft -TO SERVE EXISTING DWELLING LL ` w �--�" '0�2 5� JAMES E. DEVIN. JR. o Lni m O 68 KATHERINE ROAD CENTERVILLE. MA 5F--i—i-imn `s"°FAul4 ECO TECH ENVIRONMENTAL �' q m �_ ��°�� DAVID �yG� 43 TRIANGLE CIRCLE SANDWICH MA 02563 O O _j l9 C) v o D. Q. o w a SCALE: 1 1n = 20 FL " COUG ANO R y 508 364-0894 o pS ETE-2282 FAPRIL 6. 2006 1A 1 112 � e SqN TAR THIS PLAN IS BASED ON AN INSTRUMENT SURVEY AND IS a n v C INTENDED SOLELY FOR INSTALLATION OF THE PROPOSED' I-r prc , SEPTIC SYSTEM. FOR ANY OTHER-CHANGES TO PROPERTY - OWNER SHOULD CONSULT WITH A REGISTERED LAND SURVEYOR. DATE OF TEST: SOIL TEST L 0 G W[OTNESSEVALUATOR: R OU DAVID �UNO 2006 AR LACES SOUGHT . _ DESIGN CALCULATIONS , NO NCOUNTERED TEST PIT 1 PARENTU MATERIAL: PROGLAC AL OUTWASH v ELEVATION = 46.55 +- PERC AT 98 irl : 2 MIN/INCH IN C SOILS DESIGN FLOW: 3 BEDROOMS X 110 GPD = 330 GPD DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER SEPTIC TANK: 330 GPD X 2 DAYS = 660 GALLONS 46.55 (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) 0-46 FILL DISTRIBUTION BOX: USE 3 OUTLET O-BOX. 46-50 Ap SANDY LOAM 10 YR 2/2 NONE FRIABLE 4005 50-78 B LOAMY SAND 10 YR 4/6 NONE LOOSE SOIL ABSORBTION SYSTEM: A 38 f E x 7 Ft x 2 Ft LEACHING TRENCH CAN LEACH 78-140 C MEDIUM SAND 10 YR 5/6 NONE LOOSE A b o t, = ( 38 x 7 ) = 266 s F 36.55 Asdw = ( 38 + 38 + 7 + 7 1 x 2 = I B 0 Sf TEST PIT 2 NO GROUNDWATER ENCOUNTERED AE.ot_ = 446 sf PART ELEVATION = 47.12 +- 2 MIN/INCHT NRC SOLs GLACIAL OUTWASH Vt 0.74 x 446 = 330.04 GPD USE A 38Ft x 7 Ft x 2 Ft GALLERY. Vt = 330.04.4 GPD > 330 GPD REOUIRED DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 47.12 0-92 FILL 92-96 Ap SANDY LOAM 10 YR 2/1 NONE FRIABLE 36.95 96-122 B LOAMY SAND 10 YR 4/6 NONE LOOSE 32.12 LEACHING GALLERY 122-180 C MEDIUM SAND 10 YR 6/6 NONE LOOSE NO GROUNDWATER ENCOUNTERED CONSTRUCTION DETAIL TEST PIT 3 PARENT MATERIAL: PROGLACIAL OUTWASH CULTEC RECHARGER 330 UNIT ELEVATION = 50.75 +- PERC AT 76 iri : 2 MIN/INCH IN C SOILS STONE 2 FL EFF. DEPTH DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER 38.0 f t (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING - 50.75 0-24 FILL 4. 24-32 Ap LOAMY SAND 10 YR 3/3 NONE FRIABLE 4625 32-54 B LOAMY SAND 10 YR 4/4 NONE FRIABLE R ir' r` 54420 C MEDIUM SAND 10 YR 5/4 NONE LOOSE 40.75 ;? ft 1.25 Ft- NOTES 39.0 f t NOT TO SCALE 11 GARBAGE GRINDER NOT ALLOWED WITH THIS DESIGN 21 ALL LINES TO BE SCH 40 PVC AND PITCH AT 1/8 INCH PER FOOT MINIMUM. 31 ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REOU[REMENTS OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 151 4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES BEFORE EXCAVATING FOR SYSTEM. 51 EXISTING CESSPOOLS TO BE PUMPED. COLLAPSED. AND FILLED, OR REMOVED GROUNDWATER ADJUSTMENT 61 ALL STONE TO BE DOUBLE WASHED AND FREE OF [RON, FINES AND DUST IN PLACE EXISTING GROUNDWATER LEVEL SEWAGE DISPOSAL SYSTEM PLAN 71 LINES EXITING D-BOX TO RUN LEVEL FOR 2'-0" BEFORE PITCHING DOWN BASED ON TOWN OF BARNSTABLE -TO SERVE EXISTING DWELLING GIS DEPARTMENT RECORDS, 81 ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES DAMES E. DEVIN. JR. AND APPLIANCES. AND BIANNUAL PUMPING OF THESEPTIC TANK INDICATED GW 15.00 INDEX WELL M1W-29 91 SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR , LOADING. DO NOT ZONE D 68 KATHERINE ROAD CENTERVILLE. MA PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM: ; READING DATE JAN. 2006 10) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT , STA ADJUSTMENT 3.2 RTING WORK. READING 7.6 ECO-TECH ENVIRONMENTAL 11) SEPTIC TANKS SHALL BE INSTALLED LEVEL + EL AND TRUE TO` GRADE ON A LEVEL ADJUSTED GW 18.2 43 TRIANGLE CIRCLE SANDWICH MA 02563 STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH SIX [NCHES.-OF CRUSHED STONE HAS BEEN PLACED TOI M-INIMIZE UNEVEN SETTLING ETE-2282 APR[L 6. 2- 2/2