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0382 PLEASANT PINES AVE - Health
382 PLEASANT PINES AVE West Barnstable A = 214 - 067 t Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments r;_5 382 Pleasant Pines Ave Property Address t ' Dennis Markhan Owner Owner's Name information is MA 02632 9/30/2019ill t enerve required for every C � 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 filling out forms A. Inspector Information s� on the computer, use only the tab Patrick Rutledge key to move your Name of Inspector cursor-do not Title Five Specialists use the return Company Name key. Taft std 2 Company Address Dorchester MA 02125 Citylrown State Zip Code 5082374628 S114198 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 2. ❑ Conditionally Passes 3. ❑ Needs Further Evaluation by the Local Approving Authority 4. ❑ Fails a' 10/1/2019 Inspector's Signa re 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.7/2612018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 382 Pleasant Pines Ave Property Address Dennis Markhan Owner Owner's Name information is required for every Centerville MA 02632 9/30/2019 page_ City/Town 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. S 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. 4 *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating hat the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 2 of 18 k � Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 382 Pleasant Pines Ave Property Address Dennis Markhan Owner Owner's Name information is required for every Centerville MA 02632 9/30/2019 page. Cityrrown State Zip Code Date of Inspection C. Inspection Summary (cont.) 2) System Conditionally Passes(cunt.): ❑ 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=18 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 18 4 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 382 Pleasant Pines Ave Property Address Dennis Markhan Owner Owner's Name information is Centerville MA 02632 9/30/2019 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 a bordering 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 fleet 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 t **r 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 ❑ ® 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.7/26MI8 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 382 Pleasant Pines Ave Property Address Dennis Markhan Owner Owner's Name information is required for every Centerville MA 02632 9/30/2019 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 'h 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 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 11 El the system is located in a nitrogen sensitive area Interim Wellhead Protection Y 9 ( Area—IWPA)or a mapped Zone II of a public water supply well t5insp.doc•rev.7/262018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form ' Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 382 Pleasant Pines Ave Property Address Dennis Markhan Owner Owner's Name information is required for every Centerville MA 02632 9/30/2019 page. City/Town 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) f ® ❑ 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 El ® approximation of distance is unacceptable) [310 CMR 15.302(5)] t5insp.doc-rev.7/26/2018 Tile 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 382 Pleasant Pines Ave Property Address Dennis Markhan Owner Owner's Name information is required for every Centerville MA 02632 9/30/2019 page. Cityrrown 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 Seasonal use? ❑ Yes ® No Water meter readings, if available (last 2 years usage (gpd)): Detail: Sump pump? ❑ Yes ® No Last date of occupancy: UnknownDate t5insp.doc•rev.7/26=18 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface.Sewage Disposal System Form-Not for Voluntary Assessments 382 Pleasant Pines Ave Property Address Dennis Markhan Owner Owner's Name information is required for every Centerville MA 02632 9/30/2019 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 2. CommercialAndustrial 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: Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: t5insp.doc•rev.7/26MI8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 18 i Commonwealth of Massachusetts Title 5 official Inspection Fora Subsurface Sewage Disposal System Form-Not for Voluntary Assessments .V• 382 Pleasant Pines Ave Property Address Dennis Markhan Owner Owner's Name information is required for every Centerville MA 02632 9/30/2019 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 4. Type of System: ® Septic tank, distribution box,soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (f yes, attach previous inspection records, if any) ❑ Innovative/Aftemative 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: Asbuilt 2014 Were sewage odors detected when arriving at the site? ❑ Yes ® No 5. Building Sewer(locate on site plan): Depth below grade: 2'feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: >900feet Comments (on condition of joints, venting, evidence of leakage, etc.): No leakage.noted t5insp.doc•rev.7/2612018 Tide 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 382 Pleasant Pines Ave Property Address Dennis Markhan Owner Owner's Name information is Centerville MA 02632 9/30/2019 required for every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 6. 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: 1500 Gal Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle 35" Scum thickness 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 10" How were dimensions determined? Tape J Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage,,etc.): Liquid level with outlet tee, No structural issues, No eveidance of leakage t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Fora Subsurface Sewage Disposal System Form-Not for Voluntary Assessments (P 382 Pleasant Pines Ave Property Address Dennis Markhan Owner Owner's Name information is required for every Centerville MA 02632 9/30/2019 page. CitylTown 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.): I 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.7/262018 Title 5 Official Inspection Form:Subsurface Sewage Disposal SystBm-Page 11 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 382 Pleasant Pines Ave Property Address Dennis Markhan Owner Owner's Name information is required for every Centerville MA 02632 9/30/2019 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 8. Tight or Holding Tank(cunt.) 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 Level 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.): Level, no carryover, no leakage i t5insp.doc•rev.7/26M18 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Fora tl Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 382 Pleasant Pines Ave Pro rtY a Address P Dennis Markhan Owner Owner's Name information is required for every Centerville MA 02632 9/30/2019 page. Citylrown 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: 2 ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number,dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: t5insp.doc•rev.7/26MI8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 382 Pleasant Pines Ave Property Address Dennis Markhan Owner Owner's Name information is required for every Centerville MA 02632 9/30/2019 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.): No sign of hydraulic failure, no ponding, no damp soil, 12. Cesspools(cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert n 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.): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 14 of 18 a r Commonwealth of Massachusetts Title 5 official Inspection Form - Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 382 Pleasant Pines Ave Property Address Dennis Markhan Owner Owner's Name information is required for every Centerville MA 02632 9/30/2019 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.): 1 t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments F .V 382 Pleasant Pines Ave Property Address Dennis Markhan Owner Owner's Name information is required for every Centerville MA 02632 9/30/2019 page. City/Town 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 t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form < Subsurface Sewage Disposal System Form-Not for Voluntary Assessments J 382 Pleasant Pines Ave Property Address Dennis Markhan Owner Owner's Name information is required for every Centerville MA 02632 9/30/2019 page. City(rown State Zip Code Date of inspection D. System Information (cont.)Y ( 15. Site Exam: ® Check Slope ❑ Surface water ® Check cellar ❑ Shallow wells � Estimated depth to high ground water: >132"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: Soil log on asbuilt plan Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins .doc•rev. p e.7/26J1018 Title 5 Official Inspection Form:Subsurface Sewage Disposal g pose System•Page 17 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments .• 382 Pleasant Pines Ave Property Address Dennis Markhan Owner Owner's Name information is required for every Centerville MA 02632 9/30/2019 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 4 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 i For 15: Explanation of estimated depth to high groundwater included 4 i I t5insp.doc•rev.7262018 Title 5 Official Inspection Forth:Subsurface Sewage Disposal Syste m Page 18 of 18 i 9130/2019 ShowAsbuilt(1700x2200) TOWN OF BARNSTABLE LOCATION 30, f l f!j5ghf- 1';-)45 l'rv-e SEWAGE#aG{u- 1�6 VILLAGE _,ASSESSOR'S MAP&PARCEL a.{!t.-��_ INSTALLERS N.A.ylr PIIO�tE NO.Clf i� �i`o%l.er4 S (oa (tea)7 SrPT?CTANCGaPACIT`.' Scr'° LEACHING FACILI•IY:[J� e) T'<x: CWlVf,,6rF S NO.OF BEDROOMS OWNER�ise�h C�iirylrt�„.S 7Q /_ PEIL%flTDATL':_Uj1]jjt* COMPLIANCE DAIS: Separation Distance Be wcrn the: �7 Maximum Adjusted Groundwater Table to the Borom of Leaching Facility. Feet Private Water Supply Well Leaching Facility(If any wells exist on site or within 200 fee,of leachingiacility) Fcet Edge of Welland and Leaching Facility(If any wcdands exist within 300 feet of leaching facility) Feet FURMSHED BY tyoen t- . l A_z 3nT.5 3 6 Z 1)--3 - 19,S https:/fiitsgldb.tomn.barnstable.ma.us:8431/Home/ShowAsbuilt?mp=214067&sq=7_ i/i 7 Town of Barnstable ` B"KA� g Public Health Division i639� �0 �Fn 59. R 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 FAX: 508-790-6304 November 29, 2018 Joe Crimmins,Jr. 382 Pleasant Pines Ave. Centerville, MA 02632 Dear Mr Crimmins, Thank you for your letter dated November 29, 2018. As you are aware,I went to your property today and viewed the small puddle of water on the floor in the cellar behind the washer and dryer,viewed the interior foundation wall which appeared to be dry,viewed the interior sewer pipe which was recently caulked along the bottom with silicone, and viewed the exterior foundation and ground above the exterior sewer pipe. You indicated to me that when it rains,there is some leakage of water which occurs through the foundation wall at or directly below the sewer pipe and through some small cracks in the wall. It was not raining so I did not observe any leaks at your foundation today. During the site visit, I asked if you had a shovel that I could use to dig down twelve-to eighteen inches to view the sewer pipe at the exterior foundation wall. You responded you did not want me to dig-up the soil in that area. In the future if you do excavate the soil, you could apply some tar or similar sealant to the foundation in that area if you wish. Sealants for concrete can be purchased at Home Depot, Sears and other department stores. . You indicated that the leakage did not occur until this past year. This was approximately three years after the installation of a replacement septic system. In my opinion,the system installation approximately four years ago would have little or no relevance to this rainwater problem that you described. I noticed that i the ground slopes toward the foundation wall in that area,which could cause the rainwater issue which you described. I suggest you should build up that area with additional soil cover so that rainwater will drain away from your home's foundation. I believe this would correct the problem which you described. Sincerely, On Thomas McKean C. -O"yx /d - � - 3-67�- 0 tee.e-61) V—Xt� DIN U CL — — -- - - may ir - -- - -,--� - -- --- J � i _- i ,-mew r a ^ J1 a _ J __ - -- - - __ _ _ - - _ i � _ __ • f 12/3/2019 ShowAsbuilt(1700x2200) TOWN OF BARNSTABLE LOCATION , 3a *554af f»t21'e5 "" SEW_AGEgaO04— VI LLAGE CeO 4r Vi 11 ASSESSOR'S MAP&PARCEL A 144) INSTALLERS NAME&PHONE NO. tiflf% Gr,i Q Y t c,s4• rca-1 - 60"3 7 SEPTIC TANK CAPACITY S o-V LEACHING FACILITY:(type) 540 C44U,WIJ (size) 131X aSJX it NO.OF BEDROOMS 51,0 NBC t•& OWNER 7APohC dt I`PRIM�Y1 PERMIT DATE: (ll 117114 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY f?2.�ji-r•/ ��N� �v°� juoae r pLscls. I 1 I I �a•s �9t$ R-3 https://itsgldb.town.barnstable.ma.us:8431/Home/ShowAsbuilt?mp=214067&sq=2 111 1' Fee / ®v � THE COMM"EALTH OF MASSSAC��HUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE MASSACHUSETTS 2ppliCation for Disoo8al *pstrm Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Add ess d Tel.No. Say- 3,6v2 C.R V/ al4 Assessor's ap/Parcel ]/ 1 Y4y7O�L )X0 9t Installer's e,Address,and Tel.No. S 3(� f'o 3'�P Designer's Name,Address,and Tel.No. as- :31y S be� Type of Building: 600, Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided /to 0 3 =Vo P(D(¢-too gpd Plan Date '74 .7 i LJ Number of sheets Revision Date F-e b lotJ o�G/� Title Size of Septic Tank �c�o 0 Type of S.A.S. `�' O 9 UG G 9 G! `Pd &,ak* 1gz-�.� Description of Soil S P s6�l Lv 13 a cis'x 2 Nature of Repairs or Alterations(Answer when applicable) SAP ; 00 ,t OP Sr 41n, Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of HeItth. / \r/'� \ V—\�� r� Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued - - ---------------------------- --------------------------------------------------------------------------- al o Fee, THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: -�" PUBLIC HEALTH DIVISION,-TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for -Bisoj6l3 :tent ,Construction Permit i Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) [:]Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. a.I U ��'a �YS S^,n �I �'�S� S-0 h Cry `"1 h rt ( c Assessor's l aj/Parcel / k2� -e ;4 h .4-y Cary Installer's Name,Address,and Tel.No, � Designer's Name,Address,and Tel.No. 05" S--S Woc -S Gbil i e Type of Building: ; f M Dwelling No.of Bedrooms k 3 t lot Size sq.ft. Garbage Grinder( ) Other Type of Building S" , No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd �.. Plan Date 1) 17; ),C 1 W Number of sheets Revision Date 1= /� �oloI44 ' Title Size of Septic Tank I�300 i-" ype of S.A.S. ok - S o 0 - vl Description of Soil S e° r SQ i Lp `3'X O.f x j w Nature of Repairs orAlterations-(Answer when applicable) 5 P4, ` f ,j - ) Date last inspected: si Agreement: J �. The undersigned agrees tv,ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of °\Compliance has been issued by this Board .f Health. t-Siimed Q�LAO- r ' I Date Application Approved by Date /- Application Disapproved by Date , for the following reasons Permit No. _f 9(„ Date Issued ([� ___________________.__________________________________________________________A________________________________ _______________________ THE COMMONWEALTH OF MASSACHUSETTS , BARNSTABLE,MASSACHUSETTS F Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired('`Upgraded Abandoned( )by ncT�-r 5 C-W )' at "3 f 9 Sq n)--p' aS Ue 13gn3 A#?Afffi been co_n*s ructed ln�ccor�nce with the provisions of Title 5 and the for Disposal System Construction Permit Na- dated Installer i—c I I ;S 61c J,0/-S CC n S i Designer S tn.•_•e/`$-P r / tz e•1 a-P 6 #bedrooms .3 Approved designflow / gpd The issuance of this .e t shall of be onstrued as a guarantee that the system w' 1 tioijQass de igned. Date Inspector /.P 1 I r�' 1 p - - - ---- _v_ . - ---------------------- No. L j --Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construttion J)ermit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at J n)-Pg Sri n I (�J n P S �J•�P C,� 1 `(/F �Y"L; /)'). �i ' s 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 in st be c mpleted within three years of the date of this permit. Date Approved by i • r Town of Barnstable �•++� Regulatory Services St, Thomas F. Geiler,Director KAM i > Public Health Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: 1— _ l Sewage Permit# ZC7 146 Assessor's Map/Parcel al Y _(�7 Installer&Designer Certification Form Designer: �'�' �'`'L'''/ �'�L Installer: &E4-sue COW Address: 713 Address: , 3 Rb On ' 17 ' t`' 6CL. f t3e-,,� � was issued a permit to install a (date) (installer) septic system at yypz A&-Ivc,,%Se,-Vvr-/Liz e' 1/,based on a design drawn by (address) �� ��-�'rJw'� •�� dated 77 f li_ / 4 (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State &Local Regulations. Plan revision or certified as=built by designer to follow. Stripout(if required) was inspected and the soils were found satisfactory. r"SH OF Iv9gs (InstallW' ature n; (Designer's igna e) (Affix ul I AW'p 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. gAoffice formsWesignercertification form.doc f I , � r _ 1 t' ,1 { •! t { it t '{ �! �,��V � , �'� + j ,� i j i '! _ 1 { I 1 { i ' S �� � 'y�1` ('�y•, �'`..' JJ t ,I' �'� , i I{ I �i 1 �i ,f f 51 1 { J ''YY�� I i-71 iClY I ? 4 I { i , Town of Barnstable P# Department of Regulatory Services Public Health Division Date December 6, 2013 N 16yy �� 200 Main Street,Hyannis MA 02601 Date Scheduled A Time Fee Pd. S Suitability' Assessment or Sew Di os f p Performed By: ' /^J IBC//G C c'p` Witnessed By: LOCATION & GENERAL INFORMATION Location Address ' _ • Owner's Name Joe Crimmins, Jr. 382 Pleasant Pines Avenue w Q��Address382 Pleasant Pines AVE I� Centerville Assessor's Map/Parcel: 214/6 7 Engineer's Name Swe e t s e r Engineering NEW CONSTRUCTION REPAIR XX Ttelleephone# 5 0 8-3 8 5-6 9 0 0 Land Use Slopes(%) C6 Surface Stones Y� Distances from: Open Water Body /W ft Possible Wet Area 11)6 ft Drinking Water Well 1A49 ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) GoT Z 5� Lv7 .3 L LFC%Q l G J qq � , 1 I Parent material(geologic) J Depth to Bedrock �Q -^4 cm O; Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face " Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABL Method Used:, Depth Observed standing in obs.hole: in. Depth to soil mottles: - in= Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor 00 Adj.Groundw er Level VA PERCOLATION TEST Date Time 00 r7"t Observation Hole# Time at 9" Depth of Perc Time at 6" Start Pre-soak Time @ Time(9"-6") End Pre-soak Rate Min./Inch -C� Site Suitability Assessment: Site Passed y Site Failed: Additional Testing Needed(YIN) Original: Pubic Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC - I DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stricture,Stones,Boulders. Consistency,%Gravel) O—0��c.L �� -f-M y DEEP OBSERVATION HOLE LOG Hole# �— Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel)- b—(`� tc(C L Zo9n�Xfh�D `0a 2(-fl7 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) t, r DEEP OBSERVATION HOLE LOG l Hole#- Depth from Soil Horizon Soil Texture Soil Color Soil ` Other Surface(in.) (USDA) (Munsell) `Mottling (Structure,Stones,Boulders. Consistency,%Gravel) Flood Insurance Rate Map: Above 500 year flood boundary No— Yes Within 500 year boundary No Yes Within 100 year flood boundary No Yes l Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? >14 If not,what is the depth of naturally occurring pervious material? Certification I certl that iJn l�y� date 1 have passed the soil evaluator examination approved b thg fy (date) A F ,. PP Y� Department of Environmental Protection and that t above analysis was performed by me consistent with the required�tra . ise and experlenc ribe 310 CMR 15.017Signature - Date I Q:\SEPTIC\PERCFORM.DOC 1 I 12/3/2019 ShowAsbuilt(1700X2800) L 3E2"PLEASANT PINES AVENUE V -SEWAGE#2005-478 VILLAGE CFNTFPVTI i E ASSESSOR'S MAP&LOT ! e)(, INSTALLER'S NAME&PHONE NO. LIS BROTHERS CONST. CO.362-6237 SEPTIC TANK CAPACITY Cd O LEACHING FACILITY:(type) I .i oo a/-e-hAI16 r (size) /U,F3 X/6.S NO.OF BEDROOMS BUILDER OR OWNER JOSEPH CRTMMTNC PERMITDAT'E:9/26/2005 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feel of leaching facility) Feet Furnished by � J A G A i(�111 A i � o t I Gam' https://itsqldb.town.barnstable.ma.us:8431/Home/ShowAsbuilt?mp=214067&sq=1 1/1 No. S / �" 1 Fee THE. w4lGifiIONWEALTH OF MASSACHUSFO;TS Entered in computer:' Ye PUBLIC HEAL*rH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Application for Zi5pogat *p5tem Conztrurtton Permit Application for a Permit to Construct( . )Repair( )Upgrade( )Abandon( ) ❑Complete System ED Individual Components Location Address or Lot No. �a 1 Owner's Name,Address and Tel.No. Assessor's Map/Parcel W --jo f h h Cam ► Installer's Name,Address,and Tel.No. �a—(ya 3 Designer's Name,Address and Tel.No. cf- Type of Building: Dwelling No. of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date_�44 gra ,s Number of sheets ( Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil: L C, P Nature of Repairs or Alterations(Answer when applicable) S SeaA, Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by th' B o ealt a Signed Date :g�, O S Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued a �. y $ . No. a� •� X '� '� Fee � . mcom ap uter.,TH1 NWEALH OF MASSACF Entered� ET '-Ye RUOLIC HEAH' DIVISION•- TOWN OF BARNSTABLE' MASSACHUSETTS "2 , Ppfication for -Big,;gaf *pgtem Congtruction Permit Application for a Permit to Qonstruct( . )Repair( . )Upgrade( )Abandon( ) O Complete System O Individual Components Location Address'or Lot No. ��a l ys5S7„n ,� � Owner's Name,Address and Tel.No. Assessor's Map/Parcel a- I cad - r Installer's Name,Address,and Tel.No. i 3,.6i 6d 3 7 Designer's Name,Address and Tel.No. S 3 (o I_ C � � S./ 1JcU � a 3 _ ape of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other` Type of Building1 No.of Persons Showers( ) Cafeteria( ) Other Fixtures tt Design Flow gallons per day. Calculated daily flow gallons. ---.-Plan,Date 77.424 ti . 7 0C Number of sheets I Revision Date Title ' l Size of Septiq Ihpk Type of S.A.S. ' Description of Soil s S� Lc y Nature of Repairs or Alterations(Answer when applicable) S �'�' S p /J{'S� -. bate,last inspected: Agreement:,. The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until,a Certifi- cate of Compliance has been issued by th' B 4q,o ealt , 'Signed4 Date _ S Application Approved by Date Application Disapproved for the following reasons Permit No. O-� � _ Date Issued. 1 (0 S THE COMMONWEALTH OF MASSACHUSETTe �. BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded( ) Abandoned( )by 1 ! i ,S 13ec P4 if C 'vft- jo ,A C r I'm'4, 'm'4, at 3 a• /� -e ti S .n 1' 'Al �d n W " V`1 rt/�t v /�i- 1�5 has been constructed''n accordance with the provisions of Title 5 and the for Disposal Sys "m Construction Permi. o. W dated ' �"5 ,Installer Designer The issuance of this permit sha}d not b construed as a guarantee that the s stemI >Jncti n as designed. Date: - Id/.�'� inspector 10 ----- —^-------------------------7v — NO. (9C05 1' � Fee j THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migpogar *pgtem Congtruction Permit Permission is hereby granted to Construct S )Repair( )Upgrade( )Abandon( ) System located at ,fir 4/�'r ��h;T r�� � t-,!/r^�/ ��r► �''✓� fl . �%�i 5 r ., 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'provision�or special condi ' ' ` % Provided: Construction must'b completed within three years of th date of 's Date:_.. _� / A�proved:6 s FROM :down cape engineering inc FAX NO. :15083629880 Jan. 18 2006 05:25PM P1 -=--lown of Barnstable Regulatory Services _ (� t a Thomas F. Geiler,Director • .... �rAtue, • ' Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Off ce: 508-862-4644 • F= 508-790-6304 Installer& Designer Certi_feAtion Form Date: Designer: dld"'" C Installer: J0,1 11 S r 015-2_r� (CK)S i Address: Address: QU n A - IWA On ILfJ was issued a permit io insfi l 4(d ) (installer) . septic system at a ��S' 19 ve. f J �addres ./�.S base�on a design avvn� (address) - dated (d igner) _ I certify that the septic system referenced above w as installed to the design, whirl, may include minor approved changes such as aterall relocation f 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. V OF/.4q,S`�9 ARNE�� N c: (Installer's Signature) 6 CIVIL_ .o NO. 30792 0 T F_ (Designer's Signature) L Affix Des s tamp Here) LEASE RETURN TO BARNSTABLE PURLL C HEALTH DIVISION. R OF OM LI INCE 'WILL N T B 5 UED UNTIL MOTH S F 01-5ICAND ATE j&'04 LBU_ ARE RECEIVED BY TIME BA►RNSTABLE PUBLIC AEALTH DIVISION. �HAIYK XOU Q:Health/Septic/Designer rertfication Form . _ _ - - . . 1. -: . . :�a W: . 1 6 - ' „ f' - I - 20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE : . TOP: ;FOUNDATION SOIL TEST . li,, - 10 FT. MINIMUM FROM,=SLAB DATE OF SOIL TEST JANUARY 16� 014 P 4244 ELEV. ,1100.00 ..10 FT. MINIMUM. . . _- _.._ .r_ , : CLEAN SAND ASSUMED SOIL TEST DONE BY DWELT ENGINEERING ;, . . ( ) \ - I CONCRETE INSPECTION PORT WITNESSED BY D. MQRjk _2�B:;�� - _ COVERS " LOAM AND SEED - 4 SCHEDULE. 40 PVC PIPE " F ry . �` '' � � MIN. PITCf-I 1/8 PER FT. Ims 2 LAYER 0 OBSERVA 1ION 'HOLE ELEV.= 97.6 - 1/8" TO 1/2" I. i. I 6 , ryI WASHED STONE PERCOLATION RATE < 2 _ MIN./INCH AT 8 OR FILTER FABRIC -, INCHES , .'-. . 6" MAX 4" CAST IRON PIPE . . - . 913.35 MAX. 98.10 FAIN. NOTTREQUIRED DEPTH HORIZ TEXTURE COLOR MOTT. OTHER x: ' = (OR EQUAL) MINIMUM 0-18" FILL NO ..PITCH 1/4 PER FT. FLOW TEE z LEVE RS 5 �9 18-23" A LOAMY SAND 10YR4/1 ROOTS FLOW UNE YYY��' 23 46 6 LOAMY SAND 10YR7/4 ROOTS -J - _ - 97.WY 11 ELEV. _ ❑ D ❑ ❑ ❑ O ❑ ❑ ❑ ❑ ❑ 10» 46 132" C MEDIUM SAND 2.5Y7/4 . -. . 10% COBBLES MIN. 5. 2'0" ° ° o 0 0 WATER ENCOUNTERED AT 32" ELEV. - 86.6 66 LEV. 9 20 LEVEL. o ° 000r-1 O ❑D ❑ DD ©. N 1 , ELEV. _ _� _ GAS ELEV. _ ,. _95 6" S MP ELEV. = �95.00 0 0 • .° BAFFLE o o ❑ ❑ ❑ ❑ ❑ ❑ DD ❑ ❑ C'J o1 0 08SERVATION HOLE 2 ELEV.m 97a . . _ r DISTRIBUTION ° 1 . 1 . , ELEV. °° o o° ❑ ❑ ❑ D ❑ D ❑ ❑ ❑ ❑ ❑ o 0 0 0 92.60 DEPTH HORIZ TEXTURE COLOR MOTT. OTHER. LIQUID OUT'TEELET EOX �4,4Q- ELEV. _ ------ _ Np 4 FEET 14 INCHES . (TO BE PLACED ON FIRM BASE). TO BE WATER TESTED 2 500 GALLON GALLEYS WITH 0 19" F1LL 1. - _ .ILI 5 FEET 19 INCHES .1 w IF MORE THAN ONE OUTLET STONE IN AN 19-21" A LOAMY SAND 10YR4/1 ROOTS , 6 FEET 24 INCHES 1500 GALLON - 7 FEET 29 INCHES (T0 BE PLACED ON FIRM BASE) 13' X 25' X 2' TRENCH FORMATION ? WELL N A 21-50" B LOAMY SAND 10YR7/4 ROOTS 8 FEET 34 INCHES SEPTIC 'TANK 6-00 ZONE 50-132" c MEDIUM SAND 2.5Y7/4 10� COBBLES , 3/4" TO 1 1/2" CLEAN SOIL A6SORP ABSORPTION ;� INDEX. - - DOUBLE'WASHED STONE ADJUST NO WATER ENCOUNTERED AT. 132" ELEV. - �86.6 T� . 1 . 6 . FREE OF FINES,;&'SILT SYS 1 EM SAS ,{ USGS PROBABLE WATER TABLE ELEV. _ _,�__ ' ISPO AL SYSTEM PROFILE ,*, ^r SEWAGE DISPOSAL OBSERVED WATER TABLE ( / / ) ELEV. = _ 1 -' NOT TO SCALE BOTTOM OF TEST HOLE ELEV. = >�.6 . : 1. . 1. . . . a . . . , I . DESIGN CALCULATIONS . 0 3, . O NUMBER OF BEDROOMS . ry GARBAGE DISPOSAL UNIT _ �' - T y .. - - TOTAL ESTIMATED-FLOW . ( 110 GAL/BR./DAY X _ BR.) _.3Q_ GAL./DAY . - REQUIRED SEPTIC TANK CAPACITY lf4Q__ GAL. . 1 _G ACTUAL SIZE OF SEPTIC TANK AL SOIL CLASSIFICATION _ _ 2 1. . DESIGN PERCOLATION RATE $ MIN./IN. k_,. EFFLUENT LOADING RATE .I� GAL./DAY/S.F., _ - LOT 4 LEACHING AREA ,. . _r .; �� SQ. FT.. 13X2'S 38X2X2 - 6,9, 740. 0 f S.F. . LEACHING CAPACITY ((AREA X RATE) 92,•_$$ GAL./OAY 477.00 X 0.74 - . q RESERVE LEACHING CAPACITY A.QW, GAL./DAY - 1. - I . . . . 3 • . *. . . . . : NOTES. . , , s . ! 1. ALL WORKMANSHIP AND MATERIALS_SHALL CONFORM TO D.E.P.•. OWN'S R \ ; TITLE.5 AND THE T RULES AND .REGULATIONS 1.FOR '`� THE .SUBSURFACE DISPOSAL OF SEWAGE. . . - \ . - _ 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO . . : l ". WITHIN 6 Of FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM.SHALL'BE CAPABLE OF _ ' - �. WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN . . \ . 10 FT. OF DRIVES 'OR.PARKING AREAS. H-20 LOADING SHALL BE ` . - - , USED UNDER OR WITHIN 10 FT..OF DRIVES OR PARKING,AREAS. : , r,,: _ \: - - :: 4. ANY MASONARY UNITS USED 'TO BRIING"'COVERS TO GRADE SHALL a,, 0 8E MORTARED IN PLACE. 1. - . ._: , , - _ - h: . .. 1(jO EN MADE AS TO COMPUANCE W17H, �, 5. NO DETERMINATION HAS BE �V - DEEDED OR .ZONING REGULATIONS. OWNER APPLICANT IS TO .`' *a . . - - "4 Q OBTAIN SUCH DETERMINATION FRt1M APPROPRIATE AUTHORITY. . L . �,�T 6 UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR'-, . .- r Q l7 - " - - - -I L IS TO CALL "DIG SAFE AT 1 888 344 7233 AT LEAST 72 HOURI . �C� PRIOR TO,COMMENCING WORK ON SITE: . -:. .. . !L 7.- CONTRACTOR IS TO VERIFY;GftADES AND'ELEVATIONS AS :V�LI AS jc . R{ SITE CONDITIONS PRIOR TO COMMENCING WORK „QN SITE. ANY VARIATION ' - C� . . . _ V IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER . _. - _ . �'�T IMMEDIATELY C . _ 7. z - _ S. PARCEL !S IN FLOOD ZONE - \ 214 87 9. LOT IS SHOWN ON ASSESSORS.MAP __ AS PARCEL �_ ._,_�.; - 10. ALL"UNSUITABLE ATERIAL`SHALL E REMOVED FR M UN ER AN ' - - ` M B 0 D D . _ FOR A MINIMUM OF 5 AROUND SOIL'ABSORPTION.SYSTEM .AND BE . N - . \ p REPLACED WITH MATERIAL AS SPECIFIED 1N 310 CMR 15.255:(3). . . 11. THE INSTALLER 1S TO GIVE THE ENGINEER A MINIMUM OF 48 HOURS . (2 WORKING DAYS) NOTICE FOR THE flNAt INSPECTION ,(NUMBER $FLOW). : ; : �4 1 -� 12. EXISTING LEACH PIT IS TO BE PUMPED ,AND BACKFILLED OR ;IF IT .` , ,. r� �`9J \ ENCROACHES ON-:THE NEW .SOIL ABSORPTION SYSTEM IT SHALL BE & 98.0 \' � . REMOVED ALONG WITH, ANY°POLLUTED SOILS ENCOUNTERED.. �9 _._ 13. THE EXISTING SEPTIC TANK IS TO BE PUMPED,.,REMOVED 'AND REPLACED _ cn I • 97.8 _) -i kA of , > WITH A 'NEW 1500 GALLON SEPTIC TANK.IN M TI ,, \ \x 91.8 Fp�� 66 .� THE SA E LOCA ON. :, W r- "I C, 1 VARIANCES TO TITLE 5 AND .TOWN REGULATIONS: . . . W \ N Io T 43. . • \ .. 'C N' (VA ). 4 VA ,_ E A. SEPTIC TANK LESS THAN 10' FROM FOUNDATION' R. OF ' ;; W ,. A• 0 1 B NO RESERVE ARE : \ P O to{, • :;. . - \ x 97.6 9 8) 1. ao �\ . " 91.4 . k \ l ..; 98,,0 •1 5 sl - . " gN(r,1R�P� ^ 1500 GALLON . \ , - SEPTIC TANK \ \ I � i J LiM1T OF 5• - - - T, _ ,, ' 13.00 OVERDIG \ v - • 98.7 9�2 �• - . . ZQ o m . o x �: "I x o S a . 7� w 4tN OFM s I 9 % SOIL - - 4 m� I ST 2 ` 92.3 �� s . ,. o . - -_ I g Roel pa a 99.47 0 . I �. _ A �* TEST 14. c, �` •_ - . . . � v •z m \ 41 98.4 O O I` ' .. 1 0 0 , . 7C x F �, 11616. ^ - .r / 9 .3 /S.r R k 98) i moo-- - -- x 96.5� �a . ( o ,� s� r � // x�6.0 x 95.7 zAMa _ . . \ 9 x 96.7 . . ' : . '� / 97. �' . 9 '. .. 7.3 A ": . m � .3 1 00 GALLON ,� L O ;: S T1C TANK _ . DRIVE 97.3 �< , 97.8 y -m . ,. : , . . r.APPROVED: BOARD OF HEA 96.7 96.7 x 3 THER EXISTING . _ � SEPTICS TO _ . 7. REMAIN , . 6 . - 9 .9 I 7.0 D. - . / . ss.3 DATE AGENT. BOX .y ,' - q�1 ' �" . _ x 9 'Q PROPOSED SEPTIC DESIGN . ,,o ■ 1 '. �+ ..Z� >. 95.1 O , t x 96.4 G . \ 96 F'OR . ,� I JOSEPH CRIMMIN J" • , . 95.5 96.6 ? G�� - , 1 . 2 . . . Q EXIT-6 x 96. �GP LOC. 4 1 . 382 PLEASANT PINES AVE. o. ��� .e BARNSTABL,E, : MASS. , H - 6 ILL CEN TER Vi L , - L E 16, 6 _ _ . O� ��' 11 . . . R -�� �9 1 - . ��' O ' G 51�EE"75'F.R LNG . A . 203 SETUCKET ROAD -, : O• 508-- - : P. 0. -:.BOX :713 . . _ NNIS, MASS. LEGEND: • 96.2 G�-R o� 385. 6900 02660 .' 0 00 R . - VATION 00 0-':EXISTING :SPOT ELE x _ XI NG CONTOUR 00 _. . 96.18 .. _ _ .` DATE : t� ► ,E stI G . 'll JAN- 17. 2014FSCALE1 -- 20 - : , : FINAL SPOT.ELEVATION i PLEASANT PINES AVE. ,_ - 0 TOUR . „ . FINAL C N . ----� A OI 'TEST LOC TION S L REV. JOB".NO. r F , UTILITY POLE ..o. % E B. 12, 2 014 7345 00 .-,. , - .. _TOWN WATER W - 95.73 - - CATCH BASIN . _: :f 1. . . - � r � . - REV. GAS INE L L C T N 0 A 10 AP M DUNE 6 2014 SH T 1 N OUT. ,i-•�•--'•""`..- , EE OF, 1 CLEA - .: .. .. ; I _ , CE SPOOL C , , _ _ , 1. - w , C. . S8 PROD 7345 00 d 7345 SASI.OWG m 2014 SWEET5ER-ENGINEERING . r . , , , ,, , , , , . , _ . ... . . _ r. :: ;..,...yam:-.: .. ..,,,_. .�, ..: �_ . ,G. ..._ -. . _.__ . �:. .. ,... , SYSTEM PROFILE TEST HOLE LEGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) PROVIDE INSPECTION PORT WITHIN ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE ENGINEER: LISA LYONS, RS /66.0' MINIMUM .75' OF COVER OVER PRECAST /� WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 66.0' WITNESS: DON DESMARAIS, RS 2" DOUBLE WASHED PEAS ONE\ DATE: 5/31/05 RUN PIPE LEVEL f L11 FOR FIRST 2' 3' MAX. PERC. RATE _ < 2 MIN/INCHLOCUSPROPOSED]500 GALLON SEPTIC 63.75' - 63.0' CLASS i SOILS P# 10978 SLAB EL 67 4' 64.0 TANK (H- 10 ) GAS Y� ;.: .. BAFFLE 62.37' �� 62.2 0 a CD a = a F a 62.17' 0 0 0 0 0 CI 0 C " 4' AROUND \65.0't �-6" CRUSHED STONE OR MECHANICAL !_I 0" Q 65.7' a�o���2 2' a o O o C� a Cl a .1 ' - 1 PINES (MIN 2 90 SLOPE COMPACTION. (15.221 [2]) 0025� o ) A WEQUAQUET LAKE DEPTH OF FLOW = 4' (5.5 % SLOPE) " "( 1 � SLOPE) 3/4 TO 1 1/2 DOUBLE WASHES STONE LS ��J TEE SIZES: INLET DEPTH = l0 l0 10YR 2/2 14" LOCATION MAP NTS OUTLET DEPTH = B FOUNDATION10' SEPTIC TANK 25' C' BOX 5' LEACHING FACILITY LS ASSESSORS MAP 214 PARCEL 67 i 5.47' 10YR 5/6 41" 62.3' 54.7' PERC C MS O 1� e��CTR/C C . 0 i ( OMPgNY ' 2.5Y 5/6 AlJ,oRCX C�Cq-70N J EgSFM�NT 132" 54.7' NGWE NOTES: o FOR BATHROOM N GARAGE: SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED 1. DATUM IS ASSUMED , 110 ExIS1IN - -- __ DESIGN FLOW: 1 BEDROOMS ( GPD) = 110 GPD 2. MUNICIPAL WATER IS - - USE A 110 GPD DESIGN FLOW 3. MIN`:MUM PIPE PITCH TO ,BE 1/8" PER FOOT. SEPTIC TANK: 110 GPD ( 2 ) = 220 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 z° �nU'Y�q 5. PIPE JOINTS TO BE MADE WATERTIGHT. USE A 1500- GALLON SEPTIC TANK �eNT�P g -- 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ( G►NBK LEACHING: ENVIRONMENTAL CODE TITLE V. 2(16.5 + 12.83) 2 (.74) = 86.8 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT SIDES: TO BE USED FOR ANY OTHER PURPOSE. BOTTOM: 16.5 x 12.83 (.74) 156.6 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. TOTAL: 329 S.F. 243.4 GPD 9. COMPONENTS NOT TO BE BACKFiLLED OR CONCEALED WITHOUT \ USE (1) 500 GAL. LEACHING CHAMBER WITH 4' STONE INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. DWELL SEPTIC ALL AROUND SYSTEM AREA \ LOT 4 \ 69,740 s.f. - \ APPROX LOCATION OF PROPOSED \ PIPE TO EXIT UNDER GARAGE SLAB EXISTING +67.4 + s s 64.0 LEGEND TITLE 5 SITE PLAN \ � � s \\ � wELUNG DECK 1\ 100.0 PROPOSED SPAT ELEVATION OF 382 PLEASANT PINES AVENUE \ I 100x0 EXISTING SPOT ELEVATION \ IN THE TOWN OF: i 6" j PTO] PROPOSED CONTOUR (CENTERVILLE) BARNSTABLE +65 6 \ BENCH MARK - CORN. OF SLAB 100 EXISTING CONTOUR CONC. SLAB EL = 66.8 64.8 PREPARED FOR: JOSEPH CRIMMINS I +69.8 Z \ 1 +66.6 66 ro -A 1 4 "O \ 3 x z \ 6 l 30 0 30 60 90 \ 65. t2. O t6'4 X NOTE: 3 BR TITLE 5 SEPTIC BOARD OF HEALTH . y �\ ,� +654 +6m - I SYSTEM EXISTS FOR HOUSE �` \ F�°• 52 - MA SCALE: 1" = 30' DATE: JUNE 6, 2005 G \� 65.8 +64.4 � - APPRt7` DATE \ 9 \ \ off 508-362-4541 fox 508 362-9880 \ 65.7 +65.6 / . down cape engineering inc, ��`jkNOFM140q \� .r i G�G / ��`� ARNE H. OF Mgs�sc �\ � CIVIL ENGINEERS 'o OJALA �, ARNE ' I IL En H. . / ,S6 LAND SURVEYORS N 07 O.fALAL[ 97-327 939 vain st. yarmouth, rya 02675 AR NA P. . < DATE _ _ _ _