Loading...
HomeMy WebLinkAbout0028 HARRISON ROAD - Health 28 Harrison Road Centerville A= 229 - 071 t N 5MEAD KEEPING YOU ORGANIZED No. 12534 2-153LOR Mp MIN.RECYCLED INITIATIVE CONTENT 10% Certified Fiber Sourcing FOST.CONSUMER www'slilOrogram.org SR01290 MADE IN USA GET ORGANIZED AT SMEAMCOM I i �THE T°� Town of Barnstable Barnstable Regulatory Services Department AHAWW j BAMSTAHM ";� Public Health Division m Fa " 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Richard V.Scali,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL# 7012 1010 0000 2847 8469 January 30, 2017 CROATTI, DONALD J &MARY ANN L 3 PINE HILL ROAD SOUTHBOROUGH, MA 01772 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at 28 Harrison Road, Centerville,MA was inspected on 12/28/2016 by James D. Sears, certified Title V Septic Inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Fails" under the guidelines of 1995 TITLE V (310 CMR 15.00) due to the following: • Single cesspool. You are ordered to repair or replace the septic system within two (2)years from the date you receive this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH asJ S., CHO Agent of the Board of Health QASEPTICU.etters Septic Inspection Failures or Future Ev1\28 Harrison Road Centerville.doc 1 A Town of Barnstable Regulatory Services Department plEC Ml�� Public Health Division 200 Main Street, Hyannis MA'02601 Office: 508-8624644 Richard Scali,Director FAX: 508-790-6304 Thomas A McKean,CHO Feb 6, 2007 Rev. 5/11/16 DEADLINES TO REPAIR FAILED SYSTEMS (Town Code §360-44 and Title V: 310 CMR 15.000) An"x"marked in the ❑ is the failure criteria and associated repair deadline 60 DAY DEADLINE CRITERIA ❑ Discharge or ponding of effluent to the surface of the ground ❑ Pumping more than 4 times during the last year not due to clogged or obstructed pipe. ❑ Backup of sewage into the house due to an overloaded or clogged SAS or cesspool ONE (1)YEAR DEADLINE CRITERIA ❑ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ Any portion of the SAS, cesspool, or privy below high groundwater elevation ❑ Any portion of the cesspool within a Zone 1 to a public well ❑ Any portion of a cesspool within 50 feet of a private water supply well with no acceptable water quality analysis. (This system passes if the water analysis indicates the well is free from pollution). VYEAR DEADLINE CRITERIA Cesspool ❑ Any"conditionally passed systems" (broken cover,relocation of a pipe, relocation of a driveway due to H-10 components, etc) ❑ Leaching pit or cesspool with high liquid level, <12"below inlet(per Town Code §360-9.1) ❑ Leaching facility with standing liquid level at or above the invert pipe (per Town Code §360-20 h) OTHER ❑ Repair deadline: Q:\SEPTIC\DEADLINES TO REPAIR FAILED SYSTEMS.doc TOWN OF BARNSTABLE LOCATION SEWAGE#—,Nn J-7-3+n VILLAGE ASSESSOR'S MAP&PARCEL . INSTALLER'S NAME&PHONE NO. G -� • Sd ml?I-`� I� SEPTIC TANK CAPACITY LEACHING FACILITY:(type) --f (size) J�—O')K NO.OF BEDROOMS OWNER PERMIT DATE: . jeQ- COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility •-(- —7 Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) J N L/k— Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) -i-- 1 10 Feet FURNISHED BY A--c- /o)•4-0 e a a.34o �= 3q r N �3 -C y/ •Gn 0 4H.0-m S L .moo-�o ,Jan 07, 2017 19:14 Jim The Inspector Man 5085349919 page 19 , aa9- D�l n Commonwealth of Massachusetts Title 5 Official Inspection Form �. Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 3> 28 Harrison Road y V V Property Address •-�] Donald Coratti Owner Owner's Name Information is Centerville required for every MA 02632 12-28-16 page. Cityf 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. General Information filling out forms on the computer, \``�� �jH OF use only the tab 1_ Inspector: key to move your ;oar y cursor-do not ,lames D.Sears JA M ES m�= use the return key. Name of Inspector g Ca ewide Ente rises, LLC —�► Company Name T ` 153 Commercial Street '�� S i N SPEG� Company Address , Mashpee MA 02649 City/Town State Zip Code 508-477-8877 S1623 Telephone Number License Number B. Certification I certify that I have,personally inspected the sewage disposal system at this address.and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 16.000).The system: ❑ Passes ❑ Conditionally Passes ® Fails ❑ Needs Further Evaluation by the Local Approving Authority 1-6-17 pector's Signature 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 should be(sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. *""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. t5lns.doc-rev.6116 Title 5 Official Inspe0ion Form:Subsurface Sewage Disposal System•Page 1 of 17 Jan 07, 2017 19:14 Jim The Inspector Man 5085349919 page 20 Commonwealth of Massachusetts E Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Notifor Voluntary Assessments - 28 Harrison Road Property Address Donald Coratti -Owner Owner's Name information is required for every Centerville MA 02632 12-28-16 page. Cityrrowh State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ❑ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15,303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: Failed System. Old Block Single C.Pool over 76 year old Barn Reg single unit failed B) System Conditionally Passes: ❑ One or more system components as described.in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or,repair, as approved by the Board of Health,will pass. 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): t5ins.doc•rev.6116 Title 6 Official Inspection Form:Subsuitace Sewage Disposal System-Page 2 of 17 Jan 07, 2017 19:15 Jim The Inspector Man 5085349919 page 21 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form • Not for Voluntary Assessments 28 Harrison.Road Property Address Donald Coratti Owner Owner's Name information is required for every Centerville MA 02632 12-28-16 page. Citylrown State; Zip Code Date of Inspection B. Certification (cont.) i ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ 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): I ❑. 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): C) Further Evaluation Is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system Is not functioning In a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland-or a salt marsh 151ns.doc.rev.6116 Ltie 5 oRidal Inspection Forth:Subsurfaoe Sewage Disposal System-Page 3 of 17 .. I Jan 07 2017 19:15 Jim The Inspector Man 5085349919 page 22 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 28 Harrison Road Property Address Donald Coratti Owner Owner's Name information is required for every Centerville MA 02632 12-28-16 page. CityiTown State ! Zip Code Date of Inspectlon B. Certification (cont.) i 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the.public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for 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. 3. Other: 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 El ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool Nn ❑ ❑ Static liquid level in the distribution box above outlet invert due to an overloaded 1' or clogged SAS or cesspool ® ElLiquid depth in cesspool is less than 6" below invert or available volume is less than V day flow t5ine.cbc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 i Jan 07 2017 19:16 Jim The Inspector Man 5085349919 page 23 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 28 Harrison Road Property Address r Donald Coratti Owner Owner's Name information is required for every Centerville MA 02632 12-28-16 K page. Ciry/Town State Zip Code Date of Inspection B. Certification (cont.) _ Yes No 1 ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a rivate water supplywell. p ❑ ® 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.] i ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ® ❑ The system fails. I have determined that one or more of the above failure } criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 16,000 gpd. For large systems, you must indicate either"yes"or"no" to each of the following; in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area-IWPA) or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat, or answered "yes' in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15,304.Thelsystem owner should contact the appropriate regional office of the Department. 15ins.0oc•rev.6116 1 Title 6 Official Inspectlon Form:Subsurface Sewage Disposal System-Page 5 of 17 + Jan 07 2017 19:16 Jim The Inspector Man 5085349919 page 24 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ' 26 Harrison Road Property.Address Donald Coratti Owner Owner's Name information is Centerville MA 02632 12-28-16 required for every page. City/Town State Zip Code. Date of Inspection C. Checklist I I Check if the following have been done. You must indicate"yes" 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? ` Z ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and ihe'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)] D. System Information Residential Flow Conditions: Number of bedrooms (design): NA Number of bedrooms (actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): NA 15ins.doc•rev.6116 i Title 5 Dfricial Inspection Form!Subsurface Sewage Disposal System•Page 6 of 17 f Jan 07. 2017 19:17 Jim The Inspector Man 5085349919 page 25 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 28 Harrison Road Property Address Donald Coratti Owner Owners Name information is required for every Centerville MA 1 02632 12-28-16 page, Citylrown -Statel Zip Code Date of Inspection D. System Information Description: The system is a old block single c. pool. Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No 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 Water meter readings, if available last 2 ears usage d NA 9 ( Y 9 (gP ))= Detail: i Sump pump? ❑ Yes ® No Last date of occupancy: NA Date 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 Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No - Water meter readings, if available: t5ins.doc-rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 7 of 17 Jan_ 07 2017 19:17 Jim The Inspector Man 5085349919 page 26 , Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 28 Harrison Road Property Address Donald Coratti Owner Owner's Name information is required for every Centerville MA 1 02632 12-28-16 - page. Cityrrown Statel Zip Code . Date of Inspection D. System Information (cont.) Last date of occupancy/use: pate ` Other(describe below): General Information Pumping Records: Source of information: NA Was system pumped as part of the inspection? Q Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? j 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)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): i l5ins.doc-rev.6f16 Title 6 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Jan- 07 2017 19:17 Jim The Inspector Man 5085349919 ' page 27 Commonwealth of Massachusetts = Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 28 Harrison Road Property Address Donald Coratti Owner Owner's Name information is Centerville MA 02632 12-28-16. required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 1950 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 3' 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.): Orange Burge s Septic Tank (locate on site plan): Depth below grade: feet --................ ........_•_-.-- Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene, ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes ❑ No Dimensions: i Sludge depth: l5ins.doc-rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 Jan 07 2017 19:17 Jim The Inspector Man 5085349919 page 28 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 28 Harrison Road Property Address Donald Coratti Owner Owner's Name information is required for every Centerville MA 1 02632 12-28-16 page. City/town state] Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cunt.) Distance from top of sludge to bottom of outlet tee or baffle Scum thickness Distance from top of scum to top of outlet tee or baffle i Distance from bottom of scum to bottom of outlet tee or baffle How were dimensions determined? Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): I - 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 outletitee or baffle Date of last pumping: Date I5ins.doc•rev.6116 Title 5 Official Inspeclion Form!Subsurface Sewage Disposal System-Page 10 of 17 Jan 07 2017 19:18 Jim The Inspector Man 5085349919 page 29 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 28 Harrison Road Property Address Donald Coratti Owner Owner's Name ; information is required for every Centerville MAi 02632 12-28-16 page. city/rown Stale Zip Code Date of Inspection D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 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 El other(explain).- Dimensions: Capacity: gallons Design Flow: gallons per day 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(requir I d). Is copy attached? ❑ Yes ❑ No 15ins.doc-rev.6116 TWO 5 Oftai Inspection Form:Subsurfaos Sewage Disposal System•Page 11 of 17 Jan 07, 2017 19:18 Jim The Inspector Man 5085349919 page 30 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 28 Harrison Road Property Address Donald Coratti j Owner Owners Name information is MA 02632 12-28-16 Centerville ` required for every � page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 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.): i Pump Chamber(locate on site plan): i Pumps in working order: El 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, Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: i 't6ins.doc-rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 17 Jan 07 2017 19:18 Jim The Inspector Man 5085349919 page 31 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 28 Harrison Road Property Address Donald Coratti Owner Owner's Name Information is Centerville MA 02632 12-26-16 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits j number: I ❑ leaching chambers number: ❑ leaching galleries number: ! ❑ leaching trenches number, length: ❑ leaching fields number, dimensions:. ❑ overflow cesspool number.- El innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): I Cesspools(cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Dry Depth of solids layer Dry Depth of scum layer Dry Dimensions of cesspool 7' Deep Materials of construction Block Indication of groundwater inflow ❑ Yes . ® No t5ins.doc•rev,6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page'13 of 17 , Jan 07. 2017 19:19 Jim The Inspector Man 5085349919 page 32 Commonwealth of Massachusetts W Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 28 Harrison Road Property Address Donald Coratti Owner Owner's Name information is required for every Centerville MA 02632 12-28-16 page. cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Old Block C.Pool 7'deep w/cover at 23". Pool dry-one- inlet w/no tee. No outlet lines. Old block pool show's signs of being full in the past. I 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.): i ISins.doc•rev,6116 Title 6 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Jan 07. 2017 19:19 Jim The Inspector Man 5085349919 page 33 Commonwealth of Massachusetts - _ Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 28 Harrison Road Property Address Donald Coratti Owner Owner's Name information is required for every Centerville MA 02632 12-28-16 page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) 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 separately13 - ��Qar ARAM£ _ '8� o 15ins doc•rev.6/16 Title 5 Official inspection Form,Subsurface Sewage Disposal System•Page 15 of 17 Jan 07, 2017 19:19 Jim The Inspector Man 5085349919 ' page 34 Commonwealth of Massachusetts r Title 5 Official Inspection Form ` Subsurface Sewage Disposal System Form -Not for Voluntary Assessments `- 28 Harrison Road Property Address Donald Coratti Owner Owner's Name information is Centerville MA 02632 12-28-15 required for every page. CitylTown Slate Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells o N 20'+ Estimated depth to high ground water: 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: 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: Rear of lot drops off 20'+. Before filing this Inspection Report, please see Report Completeness Checklist on next page. tsins.doo-rev,6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 17 I Jan 07 2017 19:19 Jim The Inspector Man 5085349919 ` page 35 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 's 28 Harrison Road Property Address Donald Coratti, Owner Owners Name information Is required for every Centerville MA 02632 12-28-16 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ® System Information— Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file i i I LlSins.doe.'ev.6116 Title 5 Official tnapection Form:Subourfaw Sewage Disposal System•Page 17 of 17 i i I r Tow,u.of, 4 n,a q ' Depart aaout of Regulato y.Ser-lees > arM PubRc Reafth.Daylslon Date rz� as p 200 Male Slroet,Hyannis MA 02601 Date Scheduled RAJ h Tfule. .016 ce Fd `• rev0 • t Soff Suitability .A.ssesSment or Sewage Disposal 11rdormcdBy: ca 1g �Cal Witnessed By: Location Address 11t �/ �J owner's Nanao )6 1 I•A-0 n OW 'L(/r2r ✓� 2 f"` Address / Assessor's Map/Parcel: . --d Bngincer'sNamo 0 W'L e 2 Na:WCONS1RUl:"IIOAI RP-PAIR � Telephone# �-9J (36oZ' Land Use: &.sk'AtIA—Mo(� Slopes(96) � Surface skouos Distances from: Open WaterBody No Possible Wct Area �fl Drinking Water Woll Oft Drainage Way ft Property Line!sS—ft Other ft SICC'JC`C-U.'{Street name,dimensions of lot,exact locations of test holes&.pare tests;locate wetlands!fn pxoxinn ty to holes) ,,Vk ::b IZVT Parentinakeriali'geologlc) Ct�tRaJ�Cr�� �Crt�1R 1/G�'9.6'� pepthtgl3edrgcl� �V sP• ' Depth-to Groundwater, StandingWatcrixiMo: � Weeping from Pit FAQZ �•� Estimated Seasonal 1 lgh DETERYM TION FOR SEASONAL E(IG•R WATER PRABLE. Method Used: Depth Observed standing in obs.hole: lu, Dapdt ts?..SQi]Cd?Qttlg�:- itl, Depth to wcepingfrom side of obs.hold: ln, aroundwaecrAaJuHltrlink fc. Index Well# ltcading Dake: Index Well laYctl , _ _m Ad].ilk kb1 c _., Ac .:tlx�UiltllStlkeP7.uYal ]PERCOLATION TEST Observation Dole#k Tixnc•at. " �. _ _�. Depth of Pam 6 T17na at 6" Start Pre-scale Time @ Time end kre-soak Rate Mindluch Sit�SultabllityAsaesstnent; SitoPassett_ SitgFallod:� Additional Testing NecdedCa`/1'1) , Original: Public Health Dlvlsl❑a Obsorktiou Holv,Data To Bo Completed **,"If pe�coxatio, is testis to be coAdaacted wl6k 100' og W�tlaud,you 1Cl ust first uotify the. Barnstable Comervation Division at least one(1)Week prior to beginning. Q:1SEPT1CiPF-RC.FORM'.J.:)O C 1 DREP,0BSMMXT-r, 0Iq-A0Lrq,LOG # I, Depthfrom Sail Horizon Soil.Texture Sd1lColor soil., dt'hcr Surface(in.) , (1]'SbA) (Mun5ell) Mottling (Structure, Staves';Boulders, ' • fl i'ton y,o�'Cravcll ' LOG ' Role Drpthfrom Sall Rorizon SbilTexture Sall Color Soil. Other Sur:ace(in.) (USDA) (Munsell) Mottling (Structam,Stonm,Boulders. Corisistmoy,`Yo Grave DEEP OBSE>�.�'.c�TION ROLE LOG Role,41'. Dapthfroui Soilmorizon Sail Texture Sall Color Seil Other Surface(in.) (USDA) (munscll) Mottling (Structuxo,Stones,Boulders. Co i to c G e Depth fram Soil Hodzan SoilToxture Soil Color Sall Other Surface(in.) (CISDA) (Munsell) Mottling (Structure,StolitZ Bouldars, • Co si Een 6 • 7 , Y+'Yao�YeAscvranco�atelt`4Ca�:. _ � •• i Above 500•yearftoodboundary N13 _ Yes Within 500 ycarboundary. No " '+ 'Yes Within I00 year flood boundary No. Ym Y�em'Ys of S aVixra eryxo Does at least fourfeet of naturally occurring poi`vious mi-tcrial e7tlse in all arelis obser.Vcti ChrpughnLtf the area proposed for the sail absorption systoml If not,what is the depth of haturally occurring pervious material's — Q;crtiFica•Eia� x certify that on J e (date)r liave:passed the sail evaluator mcamination approved by'the Depaltmont ofBnvironmmntal Protma0on and tharthe above analysis was.portormcd by me consistent with 'the required training,expertise and experience described in�10 ClVIR 15.017. I e W • Signature Daft V ' p:�s�lYrlc�r�l�cs�ar�n�roc ' No.Zo q, -3 1® FA, THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rpplitation for MisposAY *pstem CDn$truttion 3permit Application for a Permit to Construct( ) Repair(d Upgrade( ) Abandon( ) EtComplete System ❑Individual Components Location Address or Lot No. o2$1-6rry-�on Owner's Name,Address,and Tel.No.J if 3(')—%9 Assessor's Map/Parcel �� y jg Installer's Name,Address,and Tel.No. l/6-'Y� ' 9�� Designer's Name,Address,and Tel.No. � t rW .Qdt Ecuc Cain,s,�,c 1)� 9_h�;'neePin Z1nC. �'iv? +r s i o rxd� o E, Type of Building: $ Dwelling No.of Bedrooms Lot Size 9 9 41U sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33o gpd Design flow provided 3,3G, gpd Plan Date AUAU-,t(- 1 y, "-IQ Number of sheets ! Revision Date ADC6-6ey Title t��`J �7 /:4,98 r s`SGh Size of Septic Tank /S70rymP �><a�CJ Type of S.A.S. ?tK ,$ f� Description of Soil�6-ya _<,nJ 10 Nature of Repairs or Alterations(Answer when applicable) 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 aad4aot to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed ✓` Date /-d Af Application Approved by � Date Application Disapproved b Date for the following reasons Permit No._��(� 3 O Date Issued ,p o \ Feel / %/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓ Yes 'S PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS _ a 9pplicatlon for Disp.9" *pstem Construction Permit r.: Application for a Permit to Construct( ) Repair()d Upgrade( ) Abandon( ) It/Complete System ❑Individual Components Location Address or Lot No..a S Ma rri Son 4Y % Owner's Name,Address,and Tel.No.,1'08.31 f)-/4�� As Ma /Parcel d�� rUr1C� �iSho� ;g 144crisAn PJ p ��9 '1/ p �v I 1p_ M1 � C7d43� Installer's Name,Address,and Tel.No. 10/ �j 3 Designer's Name,Address,and Tel.No. --:;?R boa yam/ t3orE�i C?o #cuc�+'c�h ,"�v,cOwl 6&Qnnt'neer�.,S.7C. g31M4I'll � 4 0 Off Ar AA Q oaGhS' Type of Building: Dwelling No.of Bedrooms ✓ Lot Size 99ytJ sq.ft. Garbage Grinder( ) I Other Type of Building No.of Persons Showers( ) Cafeteria Other Fixtures Design Flow(min.required) j (� gpd Design flow provided 33(0 gpd Plan Date r-tc o/4,1f 1 tl.a(��fr1 Number of sheets / 7 Revision Date OC4obe✓ 3 _A61y) Title r, 5 1'fuin G��!/ ` r�z5 1q,,I'!_/SGt'? /�zi�! Size of Septic Tank /54e4m.e ?07() Type of S.A.S. 7�(x�,$3`[� � arm ,�0 to ar_4(-A,rn�l5 Description of Soil o 4; e Nature of Repairs or Alterations(Answer when applicable) Date W t inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage dispo aiFsyste_mn,- 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. Signed"" ',•---o _ Date lC)ly© ' Application Approved by [� 9� ✓ �_" ""'�-„- Date /ll�/'A�f Application Disapproved !v' Date for the following reasons Permit No. 3 q t) Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTI/1FY,that the On-site Sewa/fie Disposal system Constructed( ) Repaired(X) Upgraded( ) Abandoned( )byfj_,�)r�,onnlac �Gvte sr�,c i-l9o►� .��� at o_.}-ar'r so,n. Q61,,gelrL 1V_ has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. I I -3qO dated Installer&1-o1cs-6&. (11hS�rcx_Ll byl .l ,�- Designer A,�nak)n Cee-jCw v 5 #bedrooms• - Approved design flow 3 0 gpd The issuance of this permit shall not be construed as a guarantee that the system°will functio�gned. Date 1 0 / Inspector k - - - ----------- --------- ------ . . .. .400 . . No.20 I ?L- 3 q O Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Bisposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair(?<) Upgrade( ) Abandon( ) System located at CD78 41 een l,-VIA& J and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with ' Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this>by Date_/�(� f Approved r ,4 Town of Barnstable 101 E r ° Regulatory Services Thomas F. Geiler,DirectorII BARNSTABLE, & MASS. �0g Public Health Division 1639.iOpFO3.�6, Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: d 7 1 Sewage Permit# 2,0/7—3�0 Assessor's Map\Parcel 2 Z 1 7 Designer: 0 or,, "I ewpl,^q Installer: ,60r k/o 44I eaCX0 Address: < Ma" �• Address: D id ax 70 AID A ti On was issued a permit to install a (date) (installer,)) fJ septic system at based on a design drawn by (address) V a61JA PF P L 1' dated re,-/. /o j ( signer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with.State&Local Regulations. Plan revision or certified as-built by designer to follow. 1 c DANIEL 0JALA (Installer's Signature) CIVIL No.46,502 °� �kl �-� I—� `Ss�ONn� (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 f down cape engineering, inc. SIEVE SOILS ANALYSIS 28 HARRISON ROAD CENTERVILLE, MA DATE OF REPORT: 10/5/17 JOB ". GRAIN SIZE ANALYSIS-SIEVE TEST SITE: 28 Harrison Road, Centerville LOCATION: DCE Test Hole SIEVE ANALYSIS Weight Sample(Grams): 132.5 F#20 E ;WEIGHT RETAINED % RETAINED % PASSED -(sum _ ----- ..............--------------- -0.0' 0.0%� 100.0%-----1- .................--------------------- ---------1.00. %0.0: 0.0%: 100.0%----- .........-.---.----__..... _-_____�________; 0.0; 0.0%; 100.0%----- ----...........--------- - --- 0.0%0.0• 0.0%� 100.0%18.7' 14.1%: 85.9% ----- .- -----------------------------------�... ....... .---I--------------------- ' 45.9° ° ........... 103.8; 78.3% 1100 ..----...........--- ----.3 ------- ...........87.8%• 280 1...................•1 25.0 -------------94.3%: ....-5.7%- 127.5� 98.2%, 3.8% . _ 200 131.5� 99.2%: 0.8% ----{--------------------- --•F--------------------------------------- PAN: 132.1 100-0%; 0.0% ----- SAMPLE: 132.5: NOTE-TEST ON PASSING#4 ONLY, 5.7% RETAINED ON#4 <45%O.K. RESULTS: SOIL CLASSIFIED AS AASHTO A-1-a(FINE SAND)(UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING 94 SIEVE : #4 100% (TEST ONLY MATERIAL PASSING#4) OK #5010%-100% CLOSE 9100 0%-20% OK 0200 0%-5% OK SAMPLE IS CLOSE TO MEETING TITLE 5 FILL SPECIFICATION >99%SAND RESULTS: PERMEABLE MATERIAL-CLASS 1<2 MINJIN. MATERIAL(0.74 GPM/SF) NONCOMPACTED SOIL DESCRIPTION: medium/coarse sand and gravel x 1015Y)-7 A � I DOWN CAPE ENGINEERING, ING. 39 Mein Street, Suite C, Yarmouth Port, MA 02675 508-362-4641 ph 508-362-9880 fx PREPARED FOR: SOIL ANALYSIS (SAMPLE ) LOCUS: f DATE: SAMPLE Y: WT RET % RET % PASS 112" 0. 0 3/8" 6, 0 #4 �. 0 #10 a6. 020 940 ///. 4 10 j��i #50 #80 133. 0 #100 Ps.5 12­0 #200 BOTTOM NOTES SYSTEM PROFILE MALL SYSTEM ARKED WITH COMPONENTS SHALL BE 1. DATUM IS NAVD 88 Wequaquet (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 2. MUNICIPAL WATER IS EXISTING Lake c° \ TOP FOUND. EL. 38.7' PROVIDE MIN. 20" DIAM. WATERTIGHT c ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVER'S TO WITHIN 3" GRADE ° 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. FILTER FABRIC OVER STONE 4. DESIGN LOADING FOR ALL PROPOSED PRECAST 38.5' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 38.0' UNITS TO BE AASHO H-2-Q QceS NOTE: 2" MIN. WALL a s ' PRECAST H-10 BLOCKS OR 5. PIPE JOINTS TO BE MADE WATERTIGHT. eede o .�Oney RISERS (TYP.) THICKNESS REQUIRED MORTAR ALLPRECAST RISERS Grea Q �� ph COMPONENTS *36.7' 2'0 35.81 ' 4"DSCH40 PVC H-10 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE arsh 6" MIN. SUMP PIPES LEVEL 1ST 2' 4' 5'- WITH 12" MIN. INT. DIM. ENDS 3ET. (TYP•) 34.0' SIDES 35.0' 310 CMR 15.000 (TITLE 5.) 1500 GAL H-20 14.. 1- o °p° Route 28 *36.4 34.66' 10 TEE aa00 0 �aa °°g° 0P1F10-0 _ �0�� '°°°°°°°° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND d• L/o TEE SEPTIC TANK 4.41 °° ° ° ° ° ° ° R oaa�oaoaa�o °°°° o000000000o s j0'?0- o°o°°o°°°o WATERTEST D'BOX o ,°°°°°°°° °°o°o° °°°°o°°° NOT TO BE USED FOR LOT LINE STAKING OR ANYoo^ o 0 00000000000 0 0 ° °0 0 0 0 0 0 0 o p O O O O O O O dGAS BAFFLE :` ° ° FOR LEVELNESS cv '°°o °°° oa�oaaooa�o ooaooaaaoao QI°�o�o ° °_ ° ° ° ° OTHER PURPOSE.°o°°°°°° o34.2 34.10' o°o°o°o° °° °o . °o°o°o° 32.0' 4' LIQ. LEVEL (ACME OR EQUAL) ° ^^°° 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. '°° ° ° °•° ° ° ° ° ° °•° ° ° ° ° 9. COMPONENTS NOT TO BE BACKFILLED OR o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. o ° o ° ° o 0 0 0 0 ° ° ° o o ° °°° ° ° o o. o o o O o o•o_°_ _O_o.0 0 3/4"-1-1/2" DOUBLE WASHED STONE (2) UNITS REQUIRED CONCEALED WITHOUT INSPECTION BY BOARD OF 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30' X 9.83' HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. COMPACTION. (15.221 [21) o r 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ( 12 % SLOPE) 1 VERIFYING CALLING ITHE LOGSAFE CATION OF ALL UNDERGROUND & LOCUS MAP AND ( � SLOPE) ( 1 � SLOPE) 17' OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF FOUNDATION _ SEPTIC TANK 14' D' BOX 12' LEACHING WORK. SCALE 1"=2000'f 23, FACILITY 25.0' BOTTOM TH-1 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ASSESSORS MAP 229 PARCEL 71 NO GROUNDWATER FOUND BE REMOVED BENEATH AND 5' AROUND THE (7.5 % SLOPE) *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL PROPOSED LEACHING FACILITY. UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM AN EXISTING LEACHING FACILITY SHALL WITH PUMPED LEGEND- � � AND REMOVED OR PUMPED AND FILLED WITH CLEAN �,, // V SAND. 99 - EXISTING CONTOUR SYSTEM DESIGN: X 99•1 EXIST. SPOT ELEV. BENCHMARK: [991- PROPOSED CONTOUR �s CEMENT BOUND GARBAGE DISPOSER IS NOT ALLOWED �o = 43.8' NAVD88 DESIGN FLOW: 3 BEDROOMS © 110 GPD = 330 GPD 198.41 PROPOSED SPOT EL. - TH1 41 USE A 330 GPD DESIGN FLOW - TEST HOLE �` w <0 SEPTIC TANK: 330 GPD (2) = 660 2". SLOPE of GROUND 36 0 PAVED USE A 1500 GAL. SEPTIC TANK 39 DRIVE. UTILITY POLE �' 5' REMOVA F SUITABLE �' SOIL REQUIRED OUND LEACHING: FIRE HYDRANT PEP.IME ER F LE -nusr, - y F ITY, D WN TO SUITABL r F O / 11 y \ SIDES: L �30 I 9.is�) L (.74) 1113 GP^v NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING 1j O _.. OIL LAYER REND, E WITH �QG ,i \ BOTTOM 30 x 9.83 .74 = 218 GPD CLEAN MED. ND, MEET ��•, � � ( ) S C FICA 10 OF 310 fR 15.25 (3) �. �' `� TOTAL: 454 S.F. 336 GPD TEST HOLE LOGS EXIST. USE 2 500 CHAMBERS ACME OR( ) GAL LEACHING CHA BE ( EQUAL) ENGINEER: CRAIG J. FERRARI , H SE #13871 o // �' � , � AUTI O N WITH 2.5' STONE AT SIDES, 4' AT ENDS AND 5' G; 38 0 0 ,� "%@ EXISTING '3s BETWEEN UNITS WITNESS: DONALD DESMARAIS RS a o. GAS LINE/ # ` ° \ DATE: 8/4/2017 EXISTING / s VARIANCES REQUESTED: ss DWELLING �'� \ PERC. RATE < 2 MIN/INCH PROM F 0 MI J1 TOF - 38.7 �' /\ Q UNDER MAX. FEASIBLE COMPLIANCE 15.405: LI AT 5' 0 S S IN - (1 b): REDUCTION IN SETBACK, SAS TO FOUNDATION (20 TO 10') CLASS I SOILS P 15437 UNSUITABLE SOIL ARE WN T T ELEV. ��\ \a # 3 .0, BOT M A L. 31.0't VARIANCES FOR SEPTIC SYSTEM REPAIRS WHICH MAY BE IMMEDIATELY GRANTED BY THE BOARD OF HEALTH AGENT OR BY HEALTH INSPECTOR ELEV. ELEV. PAPERWORK AND HEARING REDUCTION PROPOSALS 0„ 4 38' 0» " 37' p,: ` / APPROVED BY THE BOARD OF HEALTH REVISED DURING A PUBLIC HEARING HELD ON DEC. 10, 2013 FILL 66„ FILL �� LOT 8 �,y���s� 1) ALL SYSTEMS THAT HAVE NO INCREASE IN FLOW 72>' 9940f SF - SEPTIC SYSTEM COMPONENT TO FOUNDATION SETBACK (NO MORE THAN 50% REDUCTION A \ /�,� 30 / REQUIRED SEPARATION DISTANCE) TITLE 5 SITE PLAN A \ / OF /LS �LS 29 . 3 10YR 4 2 76" 10YR 3/2 72» / i Fo F�` �' #28 HARRISON ROAD B B o/ CENTERVILLE, MA LS /LS \\ / ��`�� / PREPARED FOR 10YR 5/6 90„ 10YR 5/6 30.5' 84 30 JEFFREY BISHOP -2� 0°� o� DATE: AUGUST 14, 2017 C C I REV.: OCTOBER 3, 2017 (LOT AREA) SIEVE am3� MSQFMa ' �t1I�FM �C OFb9p,Ar �LZNCFMAc�1 off 508-362-4541 f'11 S C a * y °o C?A�,#ELc5 " fax 508-362-9880 ' fi''-!{If`LA downcope.com ;. MSS? Dl,t�;El A �\ � l�ANiEL �� C'e d� 7 CIVIL `� OJAI A j A. I • 10YR 7/4 °' own CQ�e eng/aeer/nB, 14C. » n / ,- No 40980 10YR 7 4 , No.465 � � StJ� No 40. F0 156 / 25 132 26 ;,sTJifr civil engineers Ccn ,.;a" te/ �c : '�, ✓ A Scale: 1"= 20' �a r>; 5 ` GS`NAC s H �' ' ,� M _� '� 54% land surveyors o I NO GROUNDWATER ENCOUNTERED �y - "` "�`'` 939 Main Street ( Rte 6A) 3 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 LICE # 17- 196 0 0 20 0 17-196