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HomeMy WebLinkAbout0185 PITCHER'S WAY - Health 185 Pitchers Way Hyannis A=289-023 Mom i i TOWN OF BAARNSTABL E .00ATION JBcr^es� c1 SEWAGE-# TILLAGE �YCth n S ASSESSOR' _S M"&LOT_ _ _ NSTALI.I~R:S NAME&PHONE NO. I iEPVC TANK CAPAcr Y t�r� .EACKING•T,A.CILIW, (type) r % (size) CGZ� 40.OF'BEDROOiW S MILDER OR OWNER IERMTTDATE: COWLIANCE DATE' - ieparation Distance Betwoen the: dlaximurn Ad justcd Groundwater"Fable to the Bottom of Y.eachinb Facility eet 'riv,ate Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Peet ;Agri of Wedand road L.aching Facility(if any wetlands exist within 300 fee of leaching.facility) 'utrished by ri' 11.Q "'' G � ;. . : (� Io 1 � - - -- - � � v � � � � � � . .. ` r r a89- oa3 Commonwealth of Massachusetts Title 5 Official Inspection Form 31' Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 185 Pitchers Way t GSM " Property Address I Juan Marichal Owner Owner's Name/ 3> information is Hy annis �/ Ma 02601 3/4/18 ' X. required for every � • page. City/Town State Zip Code Date of Inspection,; Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When A. General Information filling out forms I A3 on the computer, use only the tab 1. Inspector: key to move your cursor-do not Michael DiBuono. use the return Name of Inspector key. DiBuono Sewer and Drain reb Company Name 35 Content Ln Company Address Cotu it MA 02635 City/Town State Zip Code 508-364-9587 S113522 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 15.000). The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority 3/7/18 spector'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 is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****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. t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 1 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form i Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 185 Pitchers Way Property Address Juan Marichal Owner Owner's Name information is required for every Hyannis Ma 02601 3/4/18 page. City/Town 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: • r ® 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: System contains a 1,000 gallon septic tank. As well as a concrete distribution box and 16 bio diffusers 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): ,Sins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 185 Pitchers Way Property Address Juan Marichal Owner Owner's Name information is required for every Hyannis Ma 02601 3/4/18 page. CityfTown State Zip Code Date of Inspection B. Certification (cont.) ❑ 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): ❑ 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 t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 3 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form 1 Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 185 Pitchers Way Property Address Juan Marichal Owner Owner's Name information is required for every Hyannis Ma 02601 3/4/18 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) 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 ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than '/2 day flow t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of'17 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 185 Pitchers Way Property Address Juan Marichal Owner Owner's Name information is required for every Hyannis Ma 02601 3/4/18 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® 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 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 2000gpd- 10,000g pd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. 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.The system owner should contact the appropriate regional office of the Department. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 185 Pitchers Way Property Address Juan Marichal Owner Owner's Name information is required for every Hyannis Ma 02601 3/4/18 page. Citylrown State Zip Code Date of Inspection C. Checklist 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? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ❑ ® Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information 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 t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 185 Pitchers Way Property Address Juan Marichal Owner Owner's Name information is required for every Hyannis Ma 02601 3/4/18 page. Cityrrown State Zip Code Date of Inspection D. System Information Description: Number of current residents: 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 Seasonal use? ❑ Yes ® No Water meter readings, if available last 2 ears usage d 118 Gpd 9 ( Y 9 (gp ))� Detail: Sump pump? ❑ Yes ❑ No Last date of occupancy: 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•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �M 185 Pitchers Way Property Address Juan Marichal Owner Owner's Name information is required for every Hyannis Ma 02601 3/4/18 page. CitylTown State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Not provided " Recommended " Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) 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): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 185 Pitchers Way Property Address Juan Marichal Owner Owner's Name information is required for every Hyannis Ma 02601 3/4/18 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known)and source of information: 2009 Were sewage odors detected when arriving at the site? ❑ Yes ❑ No Building Sewer(locate on site plan): Depth below grade: 2.5 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.): Inlet is under deck Septic Tank (locate on site plan): Depth below grade: 1.5 feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) 1,000 If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: Sludge depth: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form , 4 Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ;M 185 Pitchers Way Property Address Juan Marichal Owner Owner's Name information is required for every Hyannis Ma 02601 3/4/18 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 24" Scum thickness 3" Distance from top of scum to top of outlet tee or baffle 42" Distance from bottom of scum to bottom of outlet tee or baffle Sludge stick How were dimensions determined? Tape Measure Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Pumping is recommended at this time Grease Trap (locate on site plan): De pth 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 t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 185 Pitchers Way Property Address Juan Marichal Owner Owner's Name information is required for every Hyannis Ma 02601 3/4/18 page. Cityrrown State 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 ❑ 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(required). Is copy attached? ❑ Yes ❑ No t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °M 185 Pitchers Way Property Address Juan Marichal Owner Owner's Name information is required for every Hyannis Ma 02601 3/4/18 page. City/Town 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 Level and at normal 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.): 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. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: l5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 185 Pitchers Way Property Address Juan Marichal Owner Owner's Name information is required for every Hyannis Ma 02601 3/4/18 page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ® leaching chambers number: 16 Bio Diffusers ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Negative Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form - Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 185 Pitchers Way Property Address Juan Marichal Owner Owner's Name information is required for every Hyannis Ma 02601 3/4/18 page. City/Town 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.): 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.): t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 14 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 185 Pitchers Way Property Address Juan Marichal Owner Owner's Name information is required for every Hyannis Ma 02601 3/4/18 page. City/Town 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 separately I t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 185 Pitchers Way Property Address Juan Marichal Owner Owner's Name information is required for every Hyannis Ma 02601 3/4/18 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 10+ ft 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: 12/31/09 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: Test hole data on plan Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 V 3/6/2018 Assessing As-Built Cards TOWN OF BARNSTABLE LOCATION SEWAGE# DD/�- .9� VILLAGE ASS E SOR'S MAP&PARCEL '�SJr''�l°�o� INSTALLER'S AME&PHONE NO. !l//9✓f'741�J .�/1 '� • g=6g5�f�9 SEPTIC TANK CAPACITY T- D LEACHING FACILITY:(typ � 6 O (size) NO.OF BEDROOMS_ OWNER h k nl. PERMIT DATE; COMPLIANCE DATE: Separation Distance Between e: 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 teaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Fed FURNISHED BY r'33 A �-y =y9� http://www.townofbarnstable.us/Assessing/HMdisplay.asp?mappar=289023&seq=2 1/2 Commonwealth of Massachusetts Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 185 Pitchers Way Property Address Juan Marichal Owner Owner's Name information is required for every Hyannis Ma 02601 3/4/18 page. Cityrrown 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 t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 r . pYi�r� Town of BarnstableBarnstable doAffhwWcaCftv` Regulatory Services Department MRNSTABM 9$ 6 9 ��' Public Health Division 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL# 70081830000205009007 10/08/2009 Today Real Estate c/o David Holt 1533 Falmouth Road Centerville,MA 02632 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at 185 Pitcher's Way, Hyannis MA was last inspected.on October 3, 2009,by Shawn McElroy, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system"Failed"under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: • Backup of see iage into facility or system component due to an overloaded or clogged SAS. • Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS. You are ordered to repair or replace the septic system within Sixty (60) days 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 OARD OF HEALTH as cKean, R.S., CHO . Agent of the Board of Health 11�10 GIV O y w CT I S �-' 0� ..1 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 185 Pitchers Way Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for Hyannis MA 02601 10-3-09 every 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. A. General Information 1. Inspector: Shawn Mcelroy Name of Inspector Upper Cape Septic Services Company Name 29 Atwater Dr Company Address E. Falmouth MA 02536 City/Town State Zip Code 508-495-0905 S13971 Telephone Number License Number B. Certification Ea a 1 certify that I have personally inspected the sewage disposal system at this ad f s and thaw the Z information reported below is true, accurate and complete as of the time of the+winspection. Be in ectlon was performed based on my training and experience in the proper function an4maintenance of onrsite sewage disposal systems. I am a DEP approved system inspector pursuantLWSection�,5.34.0-xbf Title 5(310 CMR 15.000).The system: ❑ Passes ❑ Conditionally Passes ® Fa j s ❑ Needs Furth r Evaluation by the Local Approving Authority 10 M 10-3-09 Inspector'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 is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****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. LvlI- D� t5insp official document•03108 Title 5 Official Inspection Form:Subsurface Sewage Dis al System•Page 1 of 15 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 185 Pitchers Way Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for Hyannis MA 02601 10-3-09 every page. City/Town 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: B) System Conditionally Passes: ❑ One or more system components as described in the "Conditional.Pass"section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health,will pass., Answer yes, no or not determined (Y, N, ND) in the ❑ for the following statements. If"not determined,"please explain. ❑ The septic tank is metal and over 20 years old*or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. * A metal septic tank will pass inspection if it is structurally sound;not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND Explain: ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced. ❑ obstruction is removed t5insp official document-03/08 Title 6 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 15 Commonwealth of Massachusetts 4 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 185 Pitchers Way Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for Hyannis MA 02601 10-3-09 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ distribution box is leveled or replaced ND Explain: ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ obstruction is removed ND Explain: 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 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. t5insp official document•03/oa Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 3 of 15 f Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 185 Pitchers Way Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for Hyannis MA 02601 10-3-09 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) C) Further Evaluation is Required by the Board of Health (cont.): ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: ** This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria 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 ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ® ❑ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6"below invert or available volume is less than '/ day flow ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. t5insp official document•03/08 - Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 185 Pitchers Way Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for Hyannis MA 02601 10-3-09 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) D) System Failure Criteria Applicable to All Systems (cont.): Yes No ❑ ® 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 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 2000gpd- 10,000gpd. ® ❑ The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CM 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. 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. The system owner should contact the appropriate regional office of the Department. t5insp official document•03108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 15 r— Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 185 Pitchers Way Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is. required for Hyannis MA 02601 10-3-09 every page. City/Town State Zip Code Date of Inspection C. Checklist 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? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ❑ ® Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] t5insp official document-03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 15 L Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,M 185 Pitchers Way Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for Hyannis MA 02601 10-3-09 every page. City/Town State Zip Code Date of Inspection D. System Information 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 Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (if yes separate inspection required) ❑ Yes ® No i Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available (last 2 years usage (gpd)): Sump pump? ❑ Yes ® No Last date of occupancy: 6-09 Date Commercial/industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CM 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: Last date of occupancy/use: Date Other(describe): t5insp official document-03/08 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System-Page 7 of 15 Commonwealth of Massachusetts y - W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 185 Pitchers Way Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for Hyannis MA 02601 10-3-09 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) General Information Pumping Records: Source of information: N/A Was system pumped as part of the inspection? ❑ Yes ® No If yes,volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) 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: 1980's Were sewage odors detected when arriving at the site? ❑ Yes ® No t5insp official document-03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 15 V Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments wM 185 Pitchers Way Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for Hyannis MA 02601 10-3-09 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Building Sewer(locate on site plan): Depth below grade: 24 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.): Good condition. Septic Tank(locate on site plan): Depth below grade: 18"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: 1000gal Sludge depth: 12' Distance from top of sludge to bottom of outlet tee or baffle 20" - 3" Scum thickness Distance..from top,of scum to top of outlet tee or baffle 47 Distance from bottom of scum to bottom of outlet tee or baffle 14" How were dimensions determined? Tape t5insp official document•03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 15 Commonwealth of Massachusetts u W Title 5 Official Inspection - Form a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 185 Pitchers Way �M Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for Hyannis MA 02601 10-3-09 every page. City/Town State 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.): Tank is in good condition with baffles installed and no sign of leakage. 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.): Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal El fiberglass ❑ polyethylene ❑ other(explain): t5insp official document-03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 185 Pitchers Way Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for y H annis MA 02601 10-3-09 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Tight or Holding Tank (cont.) 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(required). Is copy attached? ❑ Yes ❑ No Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert N/A 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.): ` Pump Chamber(locate on site plan): Pumps in working order. r - „ ❑JYes ❑ No Alarms in working order: ❑ Yes ❑ No t5insp official document•03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 15 r Commonwealth of Massachusetts Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 185 Pitchers Way Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) a Owner Owner's Name information is required for Hyannis MA 02601 10-3-09 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type: ® leaching pits number: 1 ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation,etc.): Leach pit has signs of hydrolic failure with stain lines above inlet invert. t5insp official document•03/08 Title 5 Official inspection Form:Subsurface Sewage Disposal System•Page 12 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 185 Pitchers Way Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for Hyannis MA 02601 10-3-09 every page. City/Town State Zip Code Date of•Inspection D. System Information (cost.) Cesspools(cesspool must be pumped as part of inspection)(locate on site plan): Number and configuration Depth—top,of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy(locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5insp official document•03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 15 Commonwealth of Massachusetts t W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 185 Pitchers Way Property Address Bank Owned (Contact David Holt @Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for Hyannis MA 02601 10-3-09 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. n 5tLr� < � k I O � D t5insp official document•03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 185 Pitchers Way Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for Hyannis MA 02601 10-3-09 every page. City/Town State Zip Code Date of Inspection D. System Information cont. Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 12' 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: USGS maps show groundwater at greater than 12'. t5insp official document-03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 15 Town of Barnstable WE �41 Regulatory Services Am Thomas F. Geiler,Director KAMPublic Health Division Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 503-8624644 Fax: 503-790-6304 Installer & Designer Certification Form I i Date: �� Sewage Permit# Assessor's Map\Parce10�� Designer: �l>°/ g installer: Address: Address: On �?26 was issued a permit to install a (date) (installer) \ septic system at � �1� piS �p `ip based on a design drawn by i I 0,n (address) dated (designer) JL I certify- that the septic s ystem referenced above was installed s ailed substanttally accord ma- 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. DER. E cy (Installer's ignature " No: 114 S0ITA1��a� (Designer's Signature) (Affix Designer's Stamp Here; ' PLEASE RETURN TO BA ASTABLE 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: Heal th/Septic/Designer Certification Form 3-26.4)edoc TOWN OF BARNSTABLE LOCATION s SEWAGE# D�,` VIi,LAGE ASSE SOR'S MAP&PARCEL. INSTALLER'S AME&PHONE NO. � j� �/Z�R '30 SEPTIC TANK CAPACITY LEACHING FACILITY:(typerlz�la >D,U. S' (size) NO.OF BEDROOMS OWNER /k n; PERMIT DATE;/ COMPLIANCE DATE: 12,431109 Separation Distance Between e: 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 i � ,, P a V i � , .�-��' � (` 1 ����� � ' �1 � ,� �= � c�� 9� ���� -� �� f�, . . �C.+ r , �._` - yin..,_ — _ i gp_6 No. 2®O Lf�3 Fee /00 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rlpfltation for I8 8aY *pstrm Construction permit Application for a Permit to Construct( ) Repair ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot C Owner's Name,Address,and Tel.No. Assessor's Map/Parcel �'� '�` �- F Installer's N ddress and Tel ! c Designer's Name,Address,and Tel No Type of Building: Dwelling No.of Bedrooms Lot Size d sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Z /fJO Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) /,.' 0Y-- 5� 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 He th. Signed Date/ Application Approved by c Date Application Disapproved by Date for the following reasons Permit No. 2 D 0 — Zl2 3 Date Issued %2 20 8 1 `r C i d { _ X 4� y ' 'r � ° A -� J . �� _ , ;..t --. , '� > 'PC � .R: t a4, - L � ' P i Y ��~ '' d' �, � �.., �, t � � ._. �, a _, F'< ... � � ; t ;.., �;, }. "� ..� ` :- i i�4 is .. Y g i e � 1 .- t:. „- �. 1 i '4 1 F _ i No. 2 00 L�Z3 Fee �Od -r-- THE'COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC—HEALTH—*DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 9ppfication for Zisposal 6pstrm Construction 1rrmit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot N . C Owner's Name,Address,and Tel.No. ��f� Assessor's Map/Parcel' - Installer's N e Address and Tel oCVr/1/ laoyl Designer's Name Address and Tel.No.:✓fRQF 62 /U( / 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(min.required) ��j G gpd Design flow provided �/ � gpd Plan Date Number of sheets Revision Date Title TT Size of Septic Tank /:�17' /�U U Type of S.A.S. Description of Soil 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 Cbde-and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. d Signe 1 Dat � 9 e t Application Approved by . Date2,I ./d! Application Disapproved by Date' for the following reasons Permit No. 2 0 0 _ G�Z Date Issued / /Z 1120 o:� THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-si ewage.Disposal system Constructed( ) Repaired( Upgraded( ) Abandoned( )by f//AW at �✓� 67_1 has been constructed in accordance with the provisions of T)W6*dM"spo9l System Construction Permit NoZ005- X/29 dated /2 1291Z 00 9 Installer 2 � 0//VC 'Z Designer / 11 IF y if . ' #bedrooms 3 Approved design flow J 3 o gpd The issuance of this permit shall not be construed as a guarantee that the Sys w 1 c!t\! signed. Date Inspect r -- - - No. 2 G D cl — ,q 2 3 Fee A)p THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Misposal 6pstrm Construction 3prrmit Permission is hereby granted to Construct( -�)-� Repair(� Upgrade( ) Abandon( ) System located at �l/� 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 permit. Date / Z�Z 5�2DD�-1 Approved by / ,/2, S i t _ Town of B�mstable P#--� Department of Regulatory Services Public Health Division Date z GMOM `7 s$ 200 Main Street,Hyannis MA 02601 ffD lA1't Z ?Ti i u /1 Fee Pd. _-F-_D O — Date Scheduled i __ a i Soil Suitability Assessment for Sewage Disposal I �h Y C i�Performed By: III/l°lam Witnessed By: i p �LOCATION & GENERAL INFORMATION Location Address'.i b5 CTG��S 1/1/ vX GSOU �Y O"t'ner's Name � �Tj Y3 MT� Address DR,-L-Ars l TAG 7SZ6 S Assessor's Map/P4rcel: �pq /OZ3 Engineer's Name1�a rre,1 M�,y�.r NEW CONSiliU�'TION G O 1( REPAIR Telephone# 52 2 Z9 ZZ Land Use ?�' 1 GI 6 L z' I Slopes(�'o) i Surface Stones 1 7 Z.vv ft Drinking Water Well 7L�ft Distances from: ripen Water Body > ft Possible Wet Area — ft Drainage Way I ft Properly Line ft Other i i 'i SIKETCH:(street Fur I-F n, t. i � o ----------I ----- '----- i �o�C,(Cd o veRS ll I Depth to Bedrock Parent material(geglOgic) A) � /� �} I Weeping from Pit Face Depth to Groundwatdr: Standing Water in Hole:'t'• i Estimated Seasonalifligh Groundwater DtTERM NATION FOR SEASONAL HIGH WATER TALE Method Used: Depth to soil mottles: In.Depth obi erved standing in obs_hole: i in. Groundwater Adjustment Depth toiweeping from side of obs.hole: 77�, Adj.factor Adj.Crouttdwaterlevel,,.e Index Well# Reading Date Index Well level �..... j PERCOLATION TEST Date I-- Observation I Tinte6 't9" N LA -•--- Hole# ! ,�•/t t� Time at G" Depth of Pere '— Time(9"-6") Start Pre-soak Time.@ — End Pre-soak ,i Rate MinJlnch . X Site Failed•, Additional Testing Needed(YIN)Site Suitability Assessment: Site Passed Original:.Public I c'lth Division Observation Hole Data To B e Completed on Back--- ***If ercola ibn test is to be conducted within 100' of wetland,ye must first notify the .,__. P tir.. rAiicrrvation Division at least one(1)week prior to b g g DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other .Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsistenc 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 2 ti 4?"- l32" '1 2 741 DEEP OASERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc %Gravel 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 Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes '\__ Within 500 year boundary No X Yes Within 100 year flood boundary No X Yes Depth of Naturally Occurrine 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? —, e' —_ If not,what is the depth of naturally occurring pe of ious material? Certification I certify that on 10 99 (date)I have passed the soil evaluator examination approved by the Department of Environ ental Protection and that the above analysis was performed by me consistent with the require ni g,expertise and experience described in 3:10 CMR 15.017. .4 �— �gc Signature � Date Q:WPTICVERCFORM.DOC Y 7o 7 -,V73-C'A T 10 N S E W A G E PERMIT_ NO. VILLAGE INSTA L L E 'S NAME & ADDRESS JOH,N A. AALTO BACKHOE SERVICE IbU Walnut Street _West Barnstable. Mass. 02668 a U 1 L D E R OR OWNER DA., TE PER T ISSUED DAT E CO'MPLIANCE ISSUED 11,:7 r NA I i No.....d O_.2_0--2 Fxs ............. THE cOMMOiC'w AL1 H OF MASSACQUSETTS BOAR® OF HEALTH CS.. t�.0................OF...... ?OA.a.Pe V... ........................................ Appliratilau for Biipnsal Mork.6 Tomitrurtiaau Prrutit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: •-•-- ........ ... ... ---------••-•----------------.------•-.------- 7 Location-Address or Lot No. ........ ..........l`�.!3: j............................... -----•-•----.-----------......---•--.--..--.._....__ Owner .-- Address w ► —:s�;� >� h .................. . - ...... �1 . Installer Address PQ < Type of Buildi� Size Lot............................Sq. feet �U, Dwelling—No. of Bedrooms......... .............. _Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons-------------_______________ Showers — Cafeteria Other fixtures ----.._..---•------------------- . W Design Flow............ ____________________gallons per person per day. Total daily flow:.........-3.a......................gallons. WSeptic Tank—Liquid capacity-0.00_gallons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No-------1------------- Diameter.......A.0 B_..... Depth below inlet.....(_pb........... Total leaching area..s�k:!Q....sq. it. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by------------------------•----......---------------------------•----------- Date........................................ aTest Pit No. 1................minutes per inch Depth of. Test Pit................._.. Depth to ground water------_................. 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P •---•---••----=-------------------------------------•--•---•------------._..........------....--•-•----•----•-----------•----------•-----•---••----••-------- 0 Description of Soil.........................:.........................................................................=................................................................... x V ------------------- ----------------------- ---------------------------------------------------------------------------------------------------------•-•--------------------.._................. 0 Nature of Repairs or Alterations—Answer when applicable...._........................................................................................... ............................................-........................................................................................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual.Sewage Disposal System in accordance with the provisions of IT1 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b issued by the board of health. f Si ed-• ............ .......--- ................................. ......... / / _....... Date Application Approved By r X��O/- Date Application Disapproved for the following reasons------------------------=------------------------------------------------------•---------------•-----....._:._ ...............................................•--•---•-------•--•---•-•.....-••--------.......----•--_..._ Date PermitNo......................................................... Issued....................................................... Date 0`� • '. r I f ' � .. 4- e ,�� THE COMMONWEALTH OF MASSACWUSETTS BOARD OF HEALTH Appliration for Uiipar i al Workii Tomuurtinu Prrutit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ss ......... .... .•---•--- .---------------------------------------r'Lo-'No...:-------------------------------------- Location-Address or Lot No. .......... ��-- t _... _ r ..... ._.... .... .................... -...---...... Owner { Address a •............... � " " . " _._. _.._.....I _.....-•--•---•-----........................................... Installer Address dType of Buildin Size Lot............................Sq. feet U Dwelling?No. of Bedrooms.._.....................................Expansion Attic ( ) Garbage Grinder Other "Type of Building -_-- No. of persons............................ Showers ag`-------------•-------- P ( ) — Cafeteria ( ) Fa Other fixtures -----•------------•....... ----• . Design Flow..._. :. _:_._ _gallons per person per day. Total daily flow____.._ .A 43 gal W lops. Septic Tank—Liquid capacityiQ_gallons Length................ Width................ Diameter__:___---------------- Depth................ xDisposal Trench—No..................... Width.._.................... Total Length.........f..._..... Total leaching area--------------------sq. ft. Seepage Pit No.._....(..............Diameter .10# Depth below inlet..._(ae............ Total leaching area.4 V.....sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by-......................................................................... Date....................................... Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes p'er inch Depth of Test Pit.................... Depth to ground water........................ •--•------------------------------------•--•----.........--•----•---•---..........------,------............................................................... x Description of Soil.............. ......................................--...............................................-.................................................................. V ---------------------------•------------...------------•--•--......----•--•--...--•-•----.....----------•-•-----•-------------------------••------------......-------•-•-•----------•.....-------------- W --•-------------•-...._...------------•----..-•-----•--------------------------•- ......................................:............................................................................... UNature of Repairs or Alterations—Answer when applicable.......................................:....................................................:.. Agreement: The tindersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TTTIZ, y g g p y 5 of the State Sanitary Code—The undersigned further agrees not to lace the system in operation until a Certificate of Compliance has issued by the board of health ` Sined .......•......... ................................................... Date Application Approved By........ .......---'__:_ �'1/� -� � Date Application Disapproved for the following reasons:.............................................................................................................. ....................•-•------•---............---.....----•-•---------------------•---------•---.........-•-----•....----•----------------...........................................-.................. Date . PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH +�':... ..............OF..... ::...:...........:.................................... Tntif iratr'oaf Toutpliaattrr T IS IS TO CERTIF , That the Individual ew g Disposal System constructed ( or Repaired ( ) bye► '.. ...`�..� �.i... ----...-•-----••---.....---•---•------- Installer c,, at .-- """ } - ----- - ---�---�-G"1 �tr ---- '4;��-- �t:•� '�!tiz`tl t has been installed in accordance with the provisions of TITLE j of The State Sanitary Code as described in the application for Disposal Works Construction Permit No...O�, '�?y>._....... dated.._.___:.....................•.._..__._..____._ THE ISSUANC OF THIS CERTIFICATE SHALL NOT BE CONS D AS A GUARANTEE THAT THE SYSTEM WIL FU CTION SATISFACTORY. a DATE..... ..1�� f................ Inspector --•• . THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH, 3 '''.e-l.`.......... .OF..... ,,� ................................... No�..................... ! FEE Disposal Workii Tuttutr ion trout Permission Thereby granted.......... _ _...... t...... ._ . to Construct ( ) or Repairs( ) an Individual Sewage Disposal System at No.. " j 1Ch1G1�5... �aLAjry . .. �.�� treet as shown on the application for Disposal Works Construction Permit No..................... Dated ----------------------------------....... . ti Board of'�Health DATE............. -- ...• .....------•-•-•----Q ko.—A � �I FORM 1255 HOBBS,.& WARREN.. INC., PUBLISHERS - —� ;3 • -� _ -s � �' �� � �� ►.ETC . �o'f s..,f3aEc-r'Tc re. 90 �3 LCN ova ..�( 2:bu .a.,rk oo ,:nl N, w 36 0 LL 7 0 Fr, a I; IVZ; U „ U T�ST 'y3y0 T,F N "otE_ I N ,�� "a / 84G �G► 00 } • l? 'Peoaase�o -o - - F h `" M21 -A ra w wIDTN ►oo 1J ALBE T �: v A. R S, F3 20' ORSE t St��. S, R. to o p No.10951 \ Fss�Utr'Al FCC ; ^_1 c-LE TII ctiAPTE�7� - C ��Ar.ID FA t�-1E� cLA�c . LEGEND Of 'CERTIFIED PLOT PLAN EXISTING SPOT ELEVATION ®x0 EXISTING CONTOUR --_ 0 _ --. o T S r iTcf�� ns 1w FINISHED SPOT ELEVATION FINISHED CONTOUR Q ° ;. I N APPROVED s BOARD OF HEA. TA 4No sua �� e DATE AGENT SCALE, / 30 DATES VOREDGE ENGNlIEER/AIG CCd lIV Cl IENT .� I CERTIFY THAT THE PROPOSED EGISTERE. R8ISTLRQ r, �O� 9� BUILDING SHOWN ON THIS PLAN CIVIL -LA.ND' X CONFORMS TO THE ONIN LAWS 1 QRrBY� }S8. �53 ENGIN KM . OF BARNSTA E 712 MAIN` STREET ` H YA N.N.I St.:M A;S S. g.H[ET.,. OFF'`Z DATE 00. LAND SURVEYOR IV07e /F E/TNER THESEPTIC TANK OR ?O FT. M/IV. 1-Z4CH/NG PIT ARE' MORE THAN /2"BE4ow /D P7. M/N. GRAPE, ,4 24`,p1A W ET.ER CONCRETl� COPZV SNALL &,F BROUGHT TO 4RAOF•�i4N .EXTRA CpNCRETE .0"PVC p/PE N477AVy CAST IRON CO�/�R S'flALL aA- USE.O M/N. P/TCN /f/Iy pR/V,-WA Y �. �L�l/� /QzS GOYERS /B"PFiQFT ;• 2 JL MIN. CDNCRL�TE A►is G AOE Co VER CLEAN SANG LQ///O LEVEL z*LAYER 46 .. � I . ,s.' •� Q� /�8' JAB" CAST � D/ST, o e 4' WASHED S7?9NE PAFM r'T. SEPTIC TANK • • • • • . • • • • • • e . f� • •a 3/ ' ~oPr�a �-� '• P / • �EFiECT/VC • ► WASXED/STONE . .�� - • o • • DEPTH • • • • • vm ::.¢ .•o I . : • • • • • p D • PiQEC,AST SEEPAGE 1/`,eRT e'LEI�AT/OJVS �Fri Zf= 470 . ae�.` • • • •. e • • • • e•�o P/T OR E VIV. 5 -/8 x. r o = �8. . . . O s EL. 92.�— /NVZRT AT El!/L.D/NG 9,S FT c.a psi c17 y S4 8 Glo /a FT. (SSE 77WVL.AT)aN, ET_ .SEPT*C T.4NI�f 99 3 Ot/7 ET S'EPg/G TANK iT /N.GE7"D/STRIB�/T/ON BOX '9 9-o FT SECT/O/V 4F GROVNp NA7*,Eq TABLE OtlT1ETD/STIR/Bf?/ON Aox 98 9 F7.. 9a.� %SZAVAG� 01S.4006A L SY.5 r"W," /w/ r LEpclr/nr� PST �_FT.. P T TA&ZlLAT/DN LZACHZ V6'. / D/MENs/oIV �t 3::` PT.:. DES/61V CIq/TER/fit JCA L PT m 'Af'- NMBER OR SEpR00MS 3 D/NIEN�i/®n/ Gam_ U C,A,qaA IGIE 015,00M A.UNIT d SOIL LOG SO/L TEST TOT!4L E,�T// 4TED I�Low 336 G�c./�ta�► SO/L TEST 0/ SO/t TEST 2 NVA48 qF L,EACNIIVY. RITS f . LEY. /Oo,2 ArLEK OATS'OP'`SO/L: TEST. I/ �_� �g S/pE AGH/A/G PER P/T ._L$�_3Ya RES�/LTS PV/TNESSED BY✓/7 / �I 1COXr-. 9oT7-oM LE,4CN/NG PER P/r- Lv yf PER COL AT/ON RATE Iy/NVINCH TOTAd LEACHING AREA Vp SQ. FT. - . S'w B e i L PZRCOLAT%ON RATE 02 7-/-P"f"v 11//4.1/NCH RESERVE LF4CN,p V6 4REA 26Co SQ. FT. . tH OF�Ass9 �HOF v 1 f�'/�1 G D T S P/ 7C,H c-2.s E r.f D ROBEMORSE .p No..ns74 C A ��� EL DREDGE o ENG/NEER/A/G CO,INC. FG�STE��'O� o���lsTEa��a Fe y. 88.2 7f� MAIN .5 r HYANN/9, MASS. �ND S�loNA\- SUR�� � L ® No GROVND kV.4TL'R A5VCOUNTfRER CLYAFAI7' PA7W /2-/2 `8/ Q GROGINZ> LVATER Ar. ELEV JOB NO. l l SHEET Z OP' z TOWN OF BARNSTABLE L CATION / �J �2e-S [rug SEWAGE # '" VILLAGE_4 4 `/ ASSESSOR'S MAP & LOT,�``�e :P.-_Z INSTALLER'S NAME & PHONE NO.�� SEPTIC TANK CAPACITY eelo` S - :� LEACHING FACILITY:(type) �� �`� � ✓_(size) l NO. OF BEDROOMS PRIVATE WEL.L< ��ATE BUILDER OR OWNER,-,,, Inc DATE PERMIT ISSUED: �? /" DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No � � � � ��� r �� ��"��' -� � � c ����,� .J �� ��� /� fi �� �` i o '� o -- `\ -� III .. �� � .T tk Existing Leach Pits -� 28 Note 10) LEGEND / 29 /� PROPOSED CONTOUR W. MAIN ST. PROPOSED SPOT GRADE. 30 —— g$ —— EXISTING CONTOUR + 96.52 EXISTING SPOT GRADE STERLING RD. .32 W— EXISTING WATER SERVICE SITE TEST PIT ROST LN. j TA-2 i -Exis-tin ,000 i g .1 g / ep —Tn.�` / /` i I Q 1''�� _ i P i r / V • E0 / DR/ t� , r /TH11 l l war it W i LOCUS MAP N.T.S. GENERAL NOTES: �C?( // / • -.L l ` 1• W ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL �l I 20 ft Z WATER HEALTHBOARD OF ONE — ^ �� 2. ALL AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OZ I I I Z / / 'I OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE t I J F CO / / ! / F- LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW. O - 310 CMR 15.405 (1) (B): \ LL/ n / / l� 1 w 1) A 1.61 FT. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING TO BE / I I W ; 4.61 FT BELOW GRADE VS REQ'D 3 FT. (H20/VENT PROVIDED) i \ LLJ l l l [ 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 0 TO/l I a ` ESINSPGN E TI NEER D APPROVAL BY THE BOARD OF HEALTH AND THE I \ ' ✓Ll I 14 tL ti 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 0 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN \ I / I I !Q I ENGINEER BEFORE CONSTRUCTION CONTINUES. I I LN• 1 ' I I f W 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. r 1 ( I 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF ° i w• \ \ L O T 5 I / W THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF \ \ I ' / � Of MAS`S9 7. WAFTER SUPPLY TH FOR RPROVIDED BY TOWN WATER SERVICE.OPER INSPECTIONS DURING UCTION. A R E1A = 9 3 9 O s f i-H`- I --� ��, �y DA E ✓+ 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED i - _ _ TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 28 / - ----_ \ \ 32 !! {.�� ��,` �„` - 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY I �9.-6 f - �- - \ i No' 1 0 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING j t 29 -1- -i 3� 28 t� CONSTRUCTION. UTILITIES SHOWN ARE APPROXIMATE. /PF1(,/ E�c� 10. EXISTING LEACH PITS TO BE PUMPED, CRUSHED AND REMOVED PER TITLE V. //I a \ 30 P 4NITAR\a� FILL WITH CLEAN MEDIUM SAND. -----_-- --- ----------- 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION - zQ��--- � 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY r AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY OST � 13. NO PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING IN 14. ALL PIPING TO BE 4" SCH 40 0 1/8"/FT (UNLESS SPEC. OTHERWISE) ` 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW R FOR THE USE OF A GARBAGE GRINDER 16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING 17. PROPERTY IS IN ZONE 11 OR NITROGEN SENSITIVE AREA. BENCH MARK r 17. INSTALLER TO FIELD VERIFY H2O CERTIFICATION PRIOR TO INSTALLATION. PAINT SPOT ON CONCRETE STEP ELEVATION = 29. 60 I BARNSTABLE CIS DATUM PROPOSED SEPTIC SYSTEM UPGRADE PLAN 185 PITCHERS WAY, HYANNIS, MA MAP:289 Prepared for: Mike Dedecko SURVEY REFERENCE: LOT., 023 Engineering by: Surveying by: SCALE DRAWN ;:•. DEED BOOK., .17852 DARRENM.MEYER,R.S. B'co-Tech Environmental 1„=201 DMM �.y. PLAN OF LAND BY ED KELLOGG, 'PE DEED PAGE., 281 PO BOX981 (508) 364-0894 E4STSANDW/CH,MA02537 DATE: CHECKED SHEET NO, DATED:- FEBRUARY 11, 1964 M 50"62--2922 12/28/09 DMM 1 Of 2 I 4 NOTE:ITO PREVENT BREAKOUT, THE PROPOSED NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS FINISH GRADE SHALL NOT BE < EL:24.89 FOR A DISTANCE OF 15' AROUND THE (PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. I T.O.F. EL.=30.85 INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL A 4" DIAMETER INSPECTION PORT OVER ��� OF MgsS OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE ONE CHAMBER (MIN.) AND SET TO 3 OF F.G. F.G. EL.=29.50f F.G. EL.=29.5f F.G. EL: 29.5f -F.G. EL: 29.5-28.5(MAX.) VENT o DA� I M. f ' MEYER Wo L 10'"t 9" MIN COVER/ 0 S-1% MIN.) 36" MAX COVER L m 15' L - 10'(MAX) INSTALL,TWO INSPECTION PORTS (MIN.) ( 0s-1X (MIN.) ® S=196 (MIN.) 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC a �NITAR�a� °" t4" e 11.3" TO Z.0 \INV.=27.10 48"LIQUID INVERT �INV.=26.85 (t LEVELGAS BAFFLE PROD BOX D INV.=25.05 4 ROWS OF 4 UNITS AT 6.25'/UNIT = 25'/ROW 4 SOIL ABSORPTION SYSTEM PROFILE I INV.=25.25 �=� INV.=24.50 EXISTING 1.000 GALLON SEPTIC TANK RESTORE VEGETATIVE COVER EXISTIN(. SEWER OUTLET BACKFILL WITH CLEAN PERC SAND 75" TO TOP OF CHAMBERS NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR TO CONSTRUCTION 2) D-BOX SHALL BE SET LEVEL AND TRUE TO BREAKOUT=TOP ELEV.=24.89 INV. ELEV.= 24.50 GRADE ON A MECHANICALL COMPACTED SIX BOTTOM ELEV.= 23.56 INCH CRUSHED STONE BASE, AS SPECIFIED IN EXISTING SUITABLE 310 CMR 15.221(2) 2.83 MATERIAL 3) REPLACE EXISTING 1,000 GALLON SEPTIC 5' MIN. ABOVE BOTTOM OF ( 76.. _ TANK WITH 1500 GALLON SEPTIC TANK T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH 4 x 2.83' = 11.32 �� (6.06 PROVIDED) USE 4 ROWS OF 4-HIGH CAPACITY IF FAILED, DAMAGED, OR UNDERSIZED. PROFILE 4) INSTALL INLET & OUTLET TEES AS REQUIRED ADJ. GROUNDWATER EL.=17.50 _ ADS BIODIFFUSER UNITS-NO STONE SEPTIC SYSTEM PROFILE TYPICAL SECTION 16° N.T.S. s.ra 11+2 DESIGN CRITERIA SOIL LOG P#: 12804 NUMBER OF BEDROOMS: 3 BEDROOMS DATE: DECEMBER 23, 2009 34" �I SOIL TEXTURAL CLASS: CLASS 1 SOIL EVALUATOR: ' DARREN M. MEYER, R.S., CSE. #1614 SECTION END CAP WITNESS: DAVE STANTON, BARNS. BOH DESIGN PERCOLATION RATE: <2 MIN/IN TP-1 16"" HIGH CAPACITY (H-20) BIODIFFUSER UNIT Elev. Depth Elev. TP-2 Depth DAILY FLOW: 330 G.P.D. � �_ DESIGN FLOW: 330 G.P.D. 28.50 0"1 28.50 0" FILL FILL MODEL 16 HICAP GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER) 26.83 20" 26.83 20" LENGTH 76" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT PROPOSED SEPTIC TANK: USE EXISTING 1,000 GALLON CAPACITY A LOAMY SAND A LOAMY SAND EFFECTIVE LENGTH 75" TO CHANGE WITHOUT NOTICE, PRODUCT DETAIL MAY LEACHING AREA REQUIRED: 330 = 445.94 S.F. 10YR 3/2 10YR 3/2 DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. ( ) 26.67 22" 26.58 23" SIDE WALL HEIGHT 11.2" .74 B I B OVERALL HEIGHT 16" LOAMY SAND LOAMY SAND DISTRIBUTION BOX: 5 OUTLETS (MINIMUM) 10YR SA 10YR 5/8 OVERALL WIDTH 34" 4640 TRUEMAN BLVD PRIMARY S.A.S. 13.6 CF a HILLIARD, OHIO 43026 USE 4 ROWS OF 4 - 16" ADS 160OBD BIODIFFUSER H-20 UNITS-NO STONE 24.50 C 48" 24.58 C 47" CAPACITY (101.7 GAL) ADVANCED DRAINAGE SYSTEMS, INC. BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.70 SF/LF OF BIODUFUSER) MED. SAND MEU. SAND (BIODIFFUSERS) 16 UNITS x 6.25 LF x 4.70 SF/LF = 470 SF 2.5Y7/4 PERC 023.0 2.5Y7/4 PROPOSED SEPTIC SYSTEM SITE PLAN DESIGN FLOW PROVIDED: 0.74(470 GPD/SF) = 347.80 GPD > 330 GPD req'd I 185 PITCHERS WAY, HYANNIS, MA i 17.50 132!' 17.50 132" c PERC RATE <2 MIN/IN. ("C" HORIZON) Prepared for: Mike Dedecko # NO GROUNDWATER OBSERVED Engineering by: Surveying by: SCALE DRAWN JOB. NO. DARRENM.MEYER,R.S. 1f'co-71e0h B'aviroamental NTS D.M.M. • I, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 P PO BOX8B1 (508) 364-0894 to conduct soil evaluations and that the above analysis has been performed by me consistent with the DATE CHECKED SHEET NO. requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Eval. Exam in October, 1999. �STSANDW/CH,MA02537 28 09 50e-3e2-2922 12/ / D.M.M. 2 of 2 f k 28 Existing Leach Pits (Note 10) i LEGEND / 29 t PROPOSED CONTOUR W. MAIN ST. iJ %Sh ED --/---- - ® PROPOSED SPOT GRADE /J .j �` cb•% ,ga 32 30 I —— 98 —— EXISTING CONTOUR I y —1 + 96.52 EXISTING SPOT GRADE STERLING RD. 32 ° W— EXISTING WATER SERVICE SITE 19 TEST PIT n tF�-2 ��� FROST LN. T �' I --Exulting 1,000g I ;� . LOCUS MAP N.T.S. i THJ 1 / J WA Y / O GENERAL NOTES: C)' ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL C)/ BOARD OF HEA I I AND THE DESIGN ENGINEER. 20 rt Q / WATER `Ind ' — 1 �\•/' 2. ALL ORK ANDLTH MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE CO l / - LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: —J / / i J Z - 310 CMR 15.405 (1) (B): I \ JJI ICJ (i / / l 1 r 1) A 1.61 FT. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING TO BE l I \ X 0 W 4.61 FT BELOW GRADE VS REQ'D 3 FT. (H20/VENT PROVIDED) \ W JJ l l ! J �. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR \ � l l Mi J Q TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE LLJ�O J / / /� J a DESIGN ENGINEER. LL- 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 0 ( FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN I I \ 1 I ( (Q ENGINEER BEFORE CONSTRUCTION CONTINUES. I I 1 > ' I / I JLLJ 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. LOT T i J 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF LLJ OF ,yq HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. A R FAA = 9390 s f j H� / �Q ss'�� 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. Of L - L-__ j IJ \�\ \\ 1! l I o DA yG 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED _ �` ( l' TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 28 J--- -- \ J "' "' 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY f_- --- ------- \ �,i' 32 / " NO. 1140 " THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING t FILL WITH�9 c� CLEAN MEDIUM CONSTRUCTION. UTILITIES SHOWN ARE APPROXIMATE. � a I 30 P ii �/$TEK�� 10 CL M SAND PITS TO BE PUMPED, CRUSHED AND REMOVED PER TITLE V. AN1 TAR\�` ---_-_--- �---- 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION ---------------- _ r 2S 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY R OST 13. NO PRIVATE TO B WITHIN OF PROPOSED LEACHING L A �� � 14. ALL PIPING TO BE 4" SCH 40 ® 1/8-/FT (UNLESS SPEC. OTHERWISE) 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW FOR THE USE OF A GARBAGE GRINDER 16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING 17. PROPERTY IS IN ZONE 11 OR NITROGEN SENSITIVE AREA. BENCH MARK 17. INSTALLER TO FIELD VERIFY H2O CERTIFICATION PRIOR TO INSTALLATION. PAINT SPOT ON CONCRETE STEP ELEVATION = 29. 60 BARNSTABLE GIS DATUM ' PROPOSED SEPTIC SYSTEM UPGRADE PLAN 185 PITCHERS WAY, HYANNIS, MA MAP•289 Prepared for: Mike Dedecko SURVEY REFERENCE: LOT.* 023 Engineering by: Surveying by: SCALE DRAWN I DEED BOOK• 17852 DARRENM.MEYER,R.S. Zoo-Teoh Znvi"amemW 1"_20' DMM PLAN OF LAND BY ED KELLOGG, PE DEED PAGE., 281 PO BOX 981 (508) 364-0894 EASTSANDWICH,MA02537 DATE: CHECKED SHEET NO. DATED: FEBRUARY 11, 1964 50&3822922 12/28/09 DMM 1 of 2 NOTE:'TO PREVENT BREAKOUT, THE PROPOSED NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS FINISH GRADE SHALL NOT BE < EL:24.89 IFOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. T.O.F. EL.=30.85 INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL A 4" DIAMETER INSPECTION PORT OVER ��� OF SASS OUTLET AND SET TO 6 OF FINISH GRADE SET TO 6 OF GRADE ONE CHAMBER (MIN.) AND SET TO 3 OF F.G. 'ell F.G. EL.=29.50f dG " F.G. EL.=29.5t F.G. EL: 29.5t F.G. EL: 29.5-28.5(MAX.) VENT D RREN M. c E ER� -a o. 1 '40 L 10'"� 9" MIN COVER/ L s 15� L m I0'(MAX) INSTALL TWO INSPECTION PORTS (MIN.) 0 S-1W(MIN.) 36" MAX COVER 0 S�1� (MIN.) 0 S-1X (MIN.) �� E 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC NITAR��`� " lo" 6 c/ t4" 1 INVERT Za' 71NV--27.10 48" LIQUID Lr ►�L INV.=26.85 t PROPOSED 1 GAS BAFFLE BOX INV.=25.05 4 ROWS OF 4 UNITS AT 6.25'/UNIT IL,-. �� INv.=24.50 SOIL ABSORPTION SYSTEM (PROFILE) INV.=25.25 EXISTING 1,000 GALLON SEPTIC TANK f RESTORE VEGETATIVE COVER I EXISTING SEWER OUTLET BACKFILL WITH CLEAN PERC SAND 75" 1 TO TOP OF CHAMBERS NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING :.;. .. PIPE INVERTS PRIOR TO CONSTRUCTION ' BREAKOUT=TOP ELEV.=24.89 ••,� <• 2) D-BOX SHALL BE SET LEVEL AND TRUE TO INV. ELEV.= 24.50 GRADE ON A MECHANICALL COMPACTED SIX BOTTOM ELEV.= 23.56 INCH CRUSHED STONE BASE, AS SPECIFIED IN EXISTING SUITABLE 310 CMR 15.221(2) 2.83 MATERIAL 3) REPLACE EXISTING 1,000 GALLON SEPTIC 5' MIN. ABOVE BOTTOM OF EFFECTIVE WIDTH = I� 76" `I T.P. EXCAVATION OR G.W. 4 x 2.83 = 11.32 r TANK WITH 1500 GALLON SEPTIC TANK (6.06' PROVIDED) USE 4 ROWS OF 4-HIGH CAPACITY IF FAILED, DAMAGED, OR UNDERSIZED. ADJ. GROUNDWATER EL.=17.50 _ ADS BIODIFFUSER UNITS-NO STONE PROFILE 4) INSTALL INLET & OUTLET TEES AS REQUIRED - SEPTIC SYSTEM PROFILE TYPICAL SECTION �- 16" N.T.S. e.rs. 11+2 DESIGN CRITERIA SOIL LOG P#: 12804 R DATE: DECEMBER 23, 2009 f 34" � NUMBER OF BEDROOMS: 3 BEDROOMS SOIL TEXTURAL CLASS: CLASS I SOIL EVALUATOR: DARREN M. MEYER, R.S., CSE. #1614 SECTION END CAP WITNESS: DAVE STANTON, BARNS. BOH DESIGN PERCOLATION RATE: <2 MIN/IN ���� (HIGH CAPACITY H-20 BIODIFFUSER UNIT DAILY FLOW: 330 G.P.D. Elev. TP-1 Depth- - -Elev. TP-2 oecn� 16 DESIGN FLOW: 330 G.P.D. 28.50 0"-, 28.50 0" FILL FILL MODEL 16" HICAP GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER) 26.83 20" 26.83 20" LENGTH 76" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT PROPOSED SEPTIC TANK: USE EXISTING 1,000 GALLON CAPACITY A LOAMY SAND A LOAMY SAND EFFECTIVE LENGTH 75 TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY LEACHING AREA REQUIRED: (330) = 445.94 S.F. 10YR 3/2 10YR 3/2 DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. 26.67 22"',, 26.58 23" LOAMY SIDE WALL HEIGHT 11.2" 74 B SAND LOAMY SAND B OVERALL HEIGHT 16" DISTRIBUTION BOX: 5 OUTLETS (MINIMUM) 10YR 5/8 10YR 5/8 OVERALL WIDTH 34" 4640 TRUEMAN BL IUD PRIMARY S.A.S. 13.6 CF HILLIARD, OHIO 43026 USE 4 ROWS OF 4 - 1 C ADS 160OBD BIODIFFUSER H-20 UNITS-NO STONE 24.50 C VA C48" 24.5s 47" CAPACITY (101.7 GAL) ADVANCED DRAINAGE SYSTEMS, INC. VA BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.70 SF/LF OF BIODUFUSER) MED. SAND 0PERC 0 23.0 MED• SAND PROPOSED SEPTIC SYSTEM SITE PLAN (BIODIFFUSERS) 16 UNITS x 6.25 LF x 4.70 SF/LF = 470 SF 2.5Y 7/4 2.5Y 7/4 DESIGN FLOW PROVIDED: 0.74(470 GPD/SF) = 347.80 GPD > 330 GPD req'd 185 PITCHERS WAY, HYANNIS, MA 17.50 132" 17.50 132" k4 PERC RATE <2 MIN/IN. ("C" HORIZON) Prepared for: Mike Dedecko NO GROUNDWATER OBSERVED Engineering by: Surveying by: SCALE DRAWN JOB. NO. DARRENM.MEYER,R.S. Sao-Tech B'nrkonmentel NTS D.M.M. p • I, Darren M, Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 PO BOX 881 (508) 364-0894 to conduct soil evaluations and that the above analysis hos been performed by me consistent with the DATE CHECKED SHEET N0. requirements of 310 CMR 15.017. 1 further certify that i have passed the Soil Evol. Exam in October, 1999. SST CH,MA 02537 1 2 28 O9 508382-2922 2822 / / D.M.M. 2 of 2