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HomeMy WebLinkAbout0326 OAKMONT ROAD - Health d 1 . i . . • �. >r H 026 K n CUMMAQUID HEIGHTS HOME OWNERS ASSOCIATION, INC. P.O.Box 140 Yarmouth, Port . MA 02675 June 26, 2020 Mr. Thomas McKean. Director cc. Ms. Katherine Soto Town of Barnstable Health Department 200 Main Street Barnstable, MA 02601 Re: Complaint filed against the Owner of 326 Oakmont Street, Cummaquid Dear Director McKean: As the President of the Cummaquid Heights Home Owners Association ("CHA") I am submitting this letter in support of a claim filed by a Mr Alex Braga, a home owner in Cummaquid Heights, against the owner of 326 Oakmont Street in Cummaquid Heights.As I understand, the owner of that property was issued a license of some sort from the Health Department which to allowed him to rent his single family home to non family members on a Short Term basis.This has resulted in an excessive ( over 25 ) number of occupants residing in this single family residence and or sleeping in their cars in the driveway and or on the street. There is no question that any such use is improper, to say the least, from a zoning, health, sanitation and public nuisance standpoint and adversely impacts the character of this single family district and the owners who live here. My understanding is that the complaint filed has been forwarded to your office, that a complaint file has been created, and that an Inspector did go out and visit the property. Notwithstanding, the problems did not cease after the Inspection. I respectfully request that your office inform Mr Braga, and me as President of the CHA, as to what actions your office will take against this.specific home owner for said violations. Secondly, and equally important, kindly explain under what legal and or zoning code.provision authorizes your department, or any town department, to issue licenses, or what ever name it is called, to allow Short Term Rentals in a single family zoning district. I would appreciate the opportunity to discuss the above with you at your earliest convenience. I can be contacted at my office at 508-375- 0023. Thank you. Yours t ly, Joffe :Berlandi res ent TOWN OF BARNSTABLE LOCATION �5,PG Ck tm l- SEWAGE# 2009 -a-3"T t VILLAGE —ASSESSOR'S MAP&PARCEL l91/ °1 INSTALLER'S NAME&PHONE NO. ✓eIti 5 M )3pjy J rev S ` SEPTIC TANK CAPACITY ICCO LEACHING FACILITY: (type) 4frcJ g(, )/?() Chp%&rS (size) NO.OF BEDROOMS OWNER PERMIT DATE: 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 :mot �i CA RA ' F h � � A Alc'l\ I G t_( FK3 5 � Lo OL i' H ' - ��,5 7 5 17 20 b -31 - 05 7-sy y 13 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments . 0 326 Oakmont Road, Cummaguid M -334 P-26 70 Property Address M Robert&Lauren Kingman m Owner Owner's Name information is required for every 326 Oakmont Road, CGfd MA 02637 April 12, 2016 page. City/Town . State Zip Code Date of Inspection e m 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. General Information �I#on the computer, // 6 3 use only the tab 1. Inspector: key to move your cursor-do not Troy Williams use the return key. Name of Inspector r Troy Williams Septic Inspections Company Name 19 Hummel Drive Company Address . South Dennis MA 02660 city/Town State Zip Code (508) 385- 1300 S1682 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 April 12, 2016 Inspector's Signaturi 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•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 �o Vs S f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,.. 326 Oakmont Road, Cummaquid M-334 P-26 Property Address Robert& Lauren Kingman ;7� Owner Owner's Name tr information is required for every 326 Oakmont Road, Cummaquid MA 02637 April 12, 2016 page. Cityrrown 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: ® 1 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 meets minimum standards set by Massachusetts DEP at the time of inspection only.This inspection is not a guarantee or warranty on the future working conditions of leaching, pipes, components or the future structural integrity of said components and only represents conditions found at the time of inspection only. T� B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no"or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ® N ❑ ND (Explain below): t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form * r Subsurface Sewage Disposal System Form.-Not for Voluntary Assessments 326 Oakmont Road, Cummaquid M -334 P 26 Property Address Robert&Lauren Kingman Owner owner's Name information is a 326 Oakmont Rod, Cumma uid MA 02637 Aril 12 2016 required for every q p , page. Cityrrown 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.): . S ❑ Observation of sewage backup or breakout 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 boz. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are'replaced ❑ Y N' ❑ ND(Explain.below):` El obstruction is removed s ❑ Y ❑ N '° ;❑ .ND (Explain below):. ❑ distribution box is leveledor replaced ❑ Yr ❑ 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 isrremoved ❑ 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. I. 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 Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 326 Oakmont Road, Cummaquid M -334 P-26 Property Address Robert& Lauren Kingman Owner Owner's Name information is 326 Oakmont Rd, Cumma uid MA 02637 April 12, 2016 required for every mon Road, q page. CitylTown 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 1/2 day flow t5ins-3113 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts lugTitle 5 Official Inspection Form Subsurface Sewage Disposal System Form -Notfor Voluntary Assessments 326 Oakmont Road, Cummaquid M -334 P-26 Property Address Robert& Lauren Kingman Owner Owner's Name information is 326 Oakmont Road, Cumma uid MA 02637 Aril 12, 2016 required for every 4 P ' page. Cityfrown 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- 10,000gpd. ❑ ® _ The system fails. I have determined that one or mote 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-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 t f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 326 Oakmont Road, Cummaquid M-334 P-26 Property Address Robert& Lauren Kingman Owner Owner's Name information is required for every 326 Oakmont Road, Cummaquid MA 02637 April 12, 2016 page. Cityrrown 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? ® ❑ Y P 9 , ® ❑ 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): 4 Number of bedrooms(actual): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440 t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 X Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments vyy. 326 Oakmont Road, Cummaquid M-334 P=26 Property Address Robert& Lauren Kingman Owner Owner's Name information is 326 Oakmont Road Cummaquid MA 02637 April 12 2016 required for every � p , page. Cityrrown State Zip Code. Date of Inspection D. System Information Description: Number of current residents: 2 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? El Yes ® No Water meter readings, if available last 2 ears usage d 15=51,000 gals. 9 y g (gp ))" 14=48,000 gals. Detail: Sump pump? ❑ Yes ® No Last date of occupancy: occupied Date Commercial/Industrial Flow Conditions: Type of Establishment; N/A Design flow(based on 310 CMR 15.203): N/A Gallons per day(gpd) Basis of design flow(seats/persons/sq:ft., etc.): N/A 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: N/A l5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 7 of 17 Commonwealth of Massachusetts lugTitle 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 326 Oakmont Road, Cummaquid M-334 P-26 Property Address Robert& Lauren Kingman Owner Owner's Name information is required for every 326 Oakmont Road, Cummaquid MA 02637 April 12, 2016 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: N/A Date Other(describe below): N/A General Information Pumping Records: Source of information: No pumping info available. 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-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 17 Commonwealth of Massachusetts yt lugTitle 5 Official Ins pection'•Form e Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 326 Oakmont Road, Cummaquid M-334-a P-26 Property Address Robert& Lauren Kingman Owner Owner's Name information is required for every 326 Oakmont Road, Cummaquid MA' 02637- April 12, 2016 page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) F f. Approximate age of all components,`date installed(if known)and source of information: ' D-box and leaching were installed to existing tank and d-box on 8/26/taper compliance f Were sewage odors detected when arriving at the site? El Yes ® No Building Sewer(locate on site plan):A Depth below grade: } 18"+ feet Material of construction: ❑ cast iron ®40 PVC ❑other(explain): _ t Distance from private water supply well or suction line: feet Comments(on condition of joints,,venting, evidence of leakage, etc.): ' Lines were found clear at the time of inspection. Septic Tank(locate on site,plan): .. h Depth below grade: 5 e'ewitriser to 6 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: 5'X9'X6' 1000 gallon Sludge depth: ;- 4„ t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts lugTitle 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 326 Oakmont Road, Cummaquid M-334 P-26 Property Address Robert& Lauren Kingman Owner Owner's Name information is 326 Oakmont Road, Cumma uid MA 02637 Aril 12 2016 required for every q p 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 2'8" Scum thickness 3" Distance from top of scum to top of outlet,tee or baffle 6" Distance from bottom of scum to bottom of outlet tee or baffle 11" How were dimensions determined? probe/measured Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Inlet and outlet tees were found present and in working order. No evidence of leakage or damage was found. Pumping of tank at this time is recommended. Grease Trap(locate on site plan): Depth below grade: N/Afeet Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions: N/A Scum thickness N/A Distance from top of scum to top of outlet tee or baffle N/A Distance from bottom of scum to bottom of outlet tee or baffle N/A Date of last pumping: N/A Date l5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 326 Oakmont Road, Cummaquid M -334 P-26- Property Address Robert& Lauren Kingman Owner Owner's Name information is 326 Oakmont Road, Cummaquid MA 02637 April 12, 2016 required for every P ' 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.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: N/A Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: N/A aci N/A Capacity:ty• gallons Design Flow: N/A gallons per day Alarm pr esent: Yes No Alarm level.' N/A Alarm in working order: ❑ Yes ❑ No Date of last pumping: N/A Date Comments(condition of alarm and float switches, etc.): N/A *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 326 Oakmont Road, Cummaquid M-334 P-26 Property Address Robert& Lauren Kingman Owner Owner's Name information is required for every 326 Oakmont Road, Cummaquid MA 02637 April 12, 2016 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 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.): D-boxes were found level and in working order. 2nd d-box had equal distribution to outlet lines through speed levelers. No evidence of solid carry-over or backup in the past was found at the time of inspection. 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.): N/A *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: t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 't 326 Oakmont Road, Cummaquid M-334 P-26 Property Address Robert& Lauren Kingman Owner Owner's Name information is required for every 326 Oakmont Road Cummaquid MA 02637 April 12, 2016 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ® leaching chambers number: 25 Arch 36 with stone ❑ leaching galleries number: 25'X 15.9'X 6" ❑ 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.): Soil was sandy. Checked stone and found dry and clean. No evidence of hydraulic failure or problems in the past were found at the time of inspection. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration N/A Depth—top of liquid to inlet invert N/A N/A Depth of solids layer Depth of scum layer N/A Dimensions of cesspool N/A Materials of construction N/A Indication of groundwater inflow ❑ Yes ❑ No t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 326 Oakmont Road, Cummaguid M-334 P-26 Property Address Robert& Lauren Kingman Owner Owner's Name information is 326 Oakmont Road, Cumma uid MA 02637 April 12 2016 required for every 4 P page.e. Cityfrown 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.): N/A Privy(locate on site plan): Materials of construction: N/A Dimensions N/A Depth of solids N/A Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): N/A t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts upmontTitle 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 326 Oak Road, Cummaquid M -334 P-26 Property Address Robert& Lauren Kingman_. Owner Owner's Name information is 326 Oakmont Road, Cummaquid MA 02637 April 12 2016 required for every p �il , page. Citylrown 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 /9 6 O � sKowydFs y � 3 - . 9 ' L �,� H 3 ll 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 wM ,.•''y 326 Oakmont Road, Cummaquid M-334 P-26 Property Address Robert& Lauren Kingman Owner Owner's Name information is required for every 326 Oakmont Road, Cummaquid MA 02637 April 12, 2016 page. Cityrrown 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: 12.0'+ 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: 10/8/08 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: AIW 247 Zone C 23.4' 3.6' adjustment You must describe how you established the high ground water elevation: Test hole recorded on plan showed no water found at 12.0'. Hand augered 5' below bottom of leaching with no water found at a depth of 6.0'. Groundwater adjustment at the time of inspection was 3.6'. Bottom of leaching at 1.0'was found not to be located in the high groundwater elevation at the time of inspection. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins-3/13 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 16 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 326 Oakmont Road, Cummaguid M -334 P-26 Property Address Robert& Lauren Kingman Owner Owner's Name information is 326 Oakmont Road Cumma uid MA 02637 A 12 2016 required for every � April 4 p � , 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 s t5ins-3/13 Tide 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 • 4, e ' No. Fee ZC—V/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MA!SACHUSETTS Yes 0[pplifation for Th9po5al �&pq;tem Con5tNction Permit 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. Kt,3 MQ/^j Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.500 -IM3 �b�las R��o�� sae, �'v��»S nnt11 Ccrvs�,}ovo� Type of Building: Dwelling No.of Bedrooms Lot Size �3/?0 sq.ft. Garbage Grinder ( ) Other Type of Building /"e No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.re uired) gyo gpd Design flow provided �`/e/ gpd Plan Date `j(i Number of sheets ` Revision Date Title Size of Septic Tank aw _11:�)VS`"IMT Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) A 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 Bo f Health. igned Date 7A . 109 Application Approved Date Application Disapproved by: Date for the following reasons ,�y� Permit No. 10 C 3 Date Issued r No. Vv i Fee Entered in computer: SHE COMMON WEALTH'OF MASSACHUSETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE uAgSACRUSETTS `'Yes RpPlication for Dio ogal *raem Congtruct,ion Permit x Application for a Permit to Construct( ) Repair(�Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot-No. Jo `w Owner's Name,Address,and Tel.No. Kta�MA� Assessor's Map/Parcel a Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. - �y�3 4 1�.�1�a A 3tn� I,�c_�' Tea N,NS rvi,11 Cows o�+aa�S Type of Building: Dwelling No.of Bedrooms Lot Size i/YyG� sq. ft. Garbage Grinder ( ) Other Type of Building /laX e No.of Persons Showers( ) Cafeteria( ) ° Other Fixtures Design Flow(min.required)_ 1-/d/Q - gpd Design flow provided '` gpd --Plan Date o ki Number of sheets ® Revision Date t Title Size of Septic Tank a/60 4Ik3tM Type of S.A.S. Al" Description of Soil ' r} Nature of Repairs or Alterations(Answer when applicable) //jSft' wa►;l/ � S a Date last inspected: +_:. i • Agreement: j The undersigned agrees to ensure the construction and mairitenance 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 Boar f Health. s a igned .' Date 7 9 d Application Approved Date 3 O 'Application Disapproved by: Date for the follow g'reasons XS � Permit No. ' Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Zertificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired W1 Upgraded ( ) Abandoned( )by � / . at 7 2-G Mk7IJI, A.MG l has been constructed in accordance t with the provisions of Title 5 and the for Disposal S stem Construction Permit No. '•oo► -) j-7 dated 7r 3t101 Installer����S /f /�/r�a,,✓�./ Designer % IV /�e ,y fLl #bedrooms `/ Approved design ow `f) d The issuance of this p•rmit hall not be construed as a guarantee that the system will functi �/as desig n ed. Date Inspector 1 , , r7 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION ' BARNSTABLE, MASSACHUSETTS Digool 6p5tem Con5tructton Permit Permission is hereby granted to Construct ( ) Repair (Upgrade (� 1 ) Abandon ( ) System located at `S W, C11�r ,� IIIA4And 0! and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Constru tion m sfbe completed within three years of the d{tie oft is e it. Date Approve by Town of Barnstable Regulatory Services Thomas F. Geiler,Director eaxivsTns +' 9 g Public Health Division 16 ♦0 Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form' . Date: *zsSewage Permit# -ZppQ►—�37 Assessor'sMap\Parcel Designer: wILU1141AIA.06max-7arts ke. Installer:. _L LV.•a. IROWI3 Address: toe"j%jrp&I E WInIL3. Address: Z.SZ Aaiun ST SA"bWt4A w(E 02S'(Q3 CESSMILVIGLE)64i4 0?1o37_ On 07 z1 Lo _0o0& 'a2,6W► , was issued a permit to install a (date) (installer) septic system at p C D P4A " based on a design drawn by (address �[Awttr.5 P. S'"C`RDKE dated O?`aelo48 (designer) V/ I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes(i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State &Local Regulations. Plan revision or certified as-built by designer to follow. OF7lyq_ JAMES Insta ler's Signature) - SMKE No.20066 D si ner s ka ature)b Affix lk INF9 Stamp Here PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc I Town of Barnstable P# �J oF� Department of Regulatory Services e qlloel RMAMszAn�. F Public Health Division Hate ibs 200 Main Street,Hyannis MA 02601 � {�'t' , Date Scheduled Time • Fee Pd.'VA 77 c Soil Suitabi i As SI' er_{Se_ _a e_ 16sal - - Performed B : V Witnessed B © LOCATION& GENERAL INFORMATION ation Address` Owner's Name 3%C� C/10r �j �3do I����M p 2�0 1 AS�SorS l�oo�c CC�MMCt C+1?t V i3 Address 32G27 C��^eta�i- 1 CJ Assessor's Map/Parcel: 3 Y-(,� Engineer's Name oc, /wC.Scw ; NEW CONSTRU N REPAIR V t Telephone# Land Use Slopes(R'o)` Surface Stones +` �1 ' Distances from: Open Water Body ft Possible Wet Area / ' ft Drinking Water Well ft Drainsga Wa ft Property 2fty ine Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) y 4 0 2 To Parent material(geologic)' - JDeptlto l3edroek 1�o Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE 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 tt. Index Well# Reading Date:" Index Well level Adl.Actor- Ad$Groundwater Level PERCOLATIMTEST Datrn Thne. Observation Hole# _ Time at 9" Depth of Perc Time at 6 t Start Pre-soak Time @ ` " Time(9"-6")' t. End Pre-soak Rate MinJlnch - Site-Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public 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:XSEPTICIPERCFORM.DOC 1 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. 1/ Consistency,% ravel i 1 - 0*49 DEEP,OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Conit t'MM ram= 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 - DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. o en EE.t Flood Insurance Rate Map: Above 500 year flood boundary No Yes Within 500 year boundary No= es Within l00 year flood boundary No— Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervi rial exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pery ous material? Certification �O sed the soil evaluator examination approved by the I certify that on (date)I have pas Depa rtment of Environ ental Protection and that the above analysis was pe ® by me consistent with the required training,exper' a expi scribed in 310 CMR 15.017. Signature J Date Q:\.SEPTICVERCFORM.DOC 77 -� ( O L0CATI S AC.E, ,PERMIT MQ. "V I L L A •.'. . (. 3 SINS 11 R'S NA ADDRESS gef BUILDER OJR 01NNER r DATE PER IT ISSUED DATE COMPLIANCE ISSUED CA Q � _ P d (0 - `5 No.� ./' �/ !: ,1_....... Fisk.. ................... ,THE COMMONWEALTH,OF MASSACHUSETTS 'BOARD OF HEALTH ".......................:.........O F.........................----•-........-----------...................__................._. ApplirFation for Disposal Works Tna's$rurtiun Prrutit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal Sys 7v-� .� .............. _..__... .... .- ..............•--------........._.........•-••-••. •----••-••-------............................. •-•••-......="X ..-- L cation-Addregs/ or Lot No. ... - .. .---- .... :I.......... ...: ..................._..... O nerd- Address taller Address Type of uilding Size Lot.................... .....Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder Other—T e of BuildingNo. of persons............................ Showers — Cafeteria Pa er fixtures ..---....---•-------•------•---- - ----.----- W Design Flow.._..___. .........................gallons per person ay. Total daily flow____...._.......:._.___._______.__. Ions. WSeptic Tank—Liquid capacit gallons Length...... Width....`.......... Diameter................ De � .... x Disposal Trench ' No....... ............ Width-.-..�p_............ Total Length.....................Total leaching area`...j.--_.. .....sq. f . Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area.................. q. ft. Z Other Distribution box ( ) Dosing tank ( ) '-' Percolation Test Results. Performed by.......................................................................... Date........................................ 14 ,- Test Pit No. I................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........................ P4 ................. •••--•---•-...- --••-•......••.............•----------------....•--------- ••--------------------------•------..--------------..----.--.- QDescription of Soil.................................................•-•-----.....-•--•----.._..---------------------------= .... W -•••-•-----•...............•-------•-------•--•---•------•-----•---••---------------••••----•--••••-----••••-----•---••-----••••--•---•--•-•---------•-••-•---••-•••••--•-......•...._--------•-•----•-- U Nature of Repairs or Alterations—Answer when applicable....... ....................•............____.____..........__..._....._........_._...._...... ..••-•------•-••----------•_._...•---------------•-•---•-................-----•-•-•-••.............--•-••-••--•---------------•-----•--•--•-•-•-••••----•---••-••-•------••--••--••---••......•-••••-•-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITI 4 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bee issued by e board of health. �� Sign _..' . .....-- ------...•-•-••.••--•. ---•-!!!}�'�,. .-- Application Approve ._. _ ,l .�i��� N Application Disapprove or t following reasons:........................................................-....................--•-- -•---•---Date------......_ ------------------ Date PermitNo......................................................... Issued-....................................................... Date E . No.- ............ Fps ........_.............. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF.......................................... Application for Dispasal Works Tontitrurtion Vamit Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal S rstr e 3 r_vt ............................ ...7.1... ....................................;................ ..............................................��;...... cation-Addrerj_/ or No. .......... .................. —------­*-- ----------—­*...................*.............."......­*.............................—----- 0 ner Address --- i------ ... .................................................................................................. -------------------------------------------------------------­---I...3-aller Address Type of uilding Size Lot----------------------------Sq. feet Dwelling—No. of Bedrooms-_:-')....................................Expansion Attic Garbage Grinder X)- 04 Other—Type of Building ............................ No. of persons............................ Showers Cafeteria Oftrfixtures ...................................................................................................................................................... ....................gallons. Design Flow.:��.��.o..........................gallons. per persongS�:_day. Total daily flow.­­'.­.____f_3. .gallons Length__;a.......... Width.... ........ Diameter---------------- Depth Septic Tank—Liquid capacit Disposal Trench—No......./.......... Width...._....................... Total Length.................... Total leaching area e..'-,,_sq. Seepage Pit No..................... Diameter.................... Depth below inlet.............._..... Total leaching area.._._...._.:.___-.--6 T.?t Z Other Distribution box Dosing tank Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................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......_____._._......... P4 ..........................................................................................................................................................1. 0 Description of Soil.........................................w.............................................................................................................................. W .........................................................................................................................................I................................................................ U ----------------------------------------------------------------------------------------------------------------------------......................................................................... U Nature of Repairs or Alterations—Answer when applicable............................................................................................... ...................................................................................................................Z--------- ....................I............................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of,TITS 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bee issued by the board of health. SSign A-_.._ A- ig --------- ' ... ....... ........ -;------ y/a, 0................ Application Approv ............................... .................................................. -- a ate te Application Disapprov or e following reasons:................................................................................................................ ......................................................................................................................................................... ............................................... Date PermitNo......................................................... IssuedL....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD 0,17 HEALTH • ............. ........OF..... .........................................I.,............ %-Entifiratr of Tompliatta THIS IS TO CERTIFY, That the,JndividtN Sewagelpisposal System construc/ted �' or Repaired by....;.: .......... .... ................................ ........................................... ........... py Installer af.—.�............iZ........ ............. Z17 -------- ................................. . ...................................................... ............... has been installed in accordance with the provisions of '1I _f TheState Sanitary Co e in the 11c was a!0 application for Disposal Works Construction ................... �/ ....... Permit Noa- X date -/ ........................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE C6NSTRIJED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACT ........................................ DATE...............................................(9 ....... Inspector.....................L_!lam . THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALIJH ............t.4. .....................�OF........................................I.............. ................. No.........._14.......... FE6: 6.).................. . k wag Disposal 0101 S o truot'011 :pIrrmit PermissA*on hereby granted.......................... .... .......h ................. - --- ------?YStem-*-,--- to Co �_or Re a, an divi ' I ewage Disposal 0........... .... . .......... ... ....................... ............................ ------------------------------- Street 1� I * _-_' 4.. ..... ...... gated...... as shown on the application for Disposal Works Construction Per .................................... ..... ....... ...................................................................... Board of Health DATE_ 5.n.�.q ............................................................ FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS +ty 1 i 2 4, -70 22 ' o�orFrc. FNO- 6r ggr ��' i ' L�y'tNStUN 7.rC ' X>,i •67l.r Al °III a t V ''� k 1 ` p/?vPu s e 1 „ 1 /5G ' 9 � 62. s ' . 4 2 - f �t10 4°E ALA13^r n MORSE No.10951 O FSS/0 lAI- LEGEND . CERTIFIED PLOT . ' PL TING SPOT ELEVATION., Ox0 TING CONTOUR — — p ,, , , HED SPOT ELEVATION HED CONTOUR 0 --- _ _ _ --- - IN O,VED - BOARD OF HEALTH. 1 TE AGENT SCALES DATE`I -. EDGE ENGINEERING CQ /N {r",� '.�r , ' " 't ''ol �. --------- CLIENTS, �k -1 CERTIFY THAT THE . PROP EGISTERE REGISTERED b.� ,2 -� fix' ass r` BUILDING :,SHOWN ON: THIS . Pl J08 N0. CIVIL LAND , I~t- ��� CONFORMS .TO THE- ZONING L NGINEER URVEY DR.BY�, , /� /l. � � f OF �1 r r✓�.c �. MASS. 712. MAIN STREET CH. 6YI 7. / ` N YA N N I S, MASS SHEET OF A E REG. ...LXND ": URV t 20 XT M/N. .—�i NOTE /F E/TNCR TNL�SEPTJC TANK QR LE.4CN/evG ?/T ARE MORE T/4��1N /a"' 6�746.i 5RA OEM A 2�'VIA of E TER CN E D CR T S .E .+.i 4 PYC I �.-•- GONG! T L 8.F ®RO uGN T To G R A P/Pr Y CAST IRON CoiET /N R/vEyvAGOYERS S.yALLA DEE X U7S E M D N. C /V E•R T L E _�'• G'L EAN SAN - _ _ UQt//O LEVEL �' •. . .� _ � . . . : ��� BACxF'/Cc L 4"CAST IRON P/PF ( �� - 5�0 *LAYER M/N./P/TCN OAL. v •o o e 410, %4 Plait/7 SEPT/C TA/VEC D/ST, _ a • • • • • • • r e •4 W SHFiD 570NE BDX • s • • • • • • • • e o � � • '•. p • • • •EFFECTIVE ' ; 3�¢ . • , e � • pEPTt/ • • � • • . o W.4SNE0 STORE C^ µG -ry • n• • • • • • • • • • • P p PiPECA57 3E ,A)Ie, 1,VVCRT ELE�/AT/GNS s •. •. • • • • • a . o n P/7 OR EQUJV. ` • s E` B/f A INVERT AT 6 f7 D/AM. INLET .SEPTIC T.4/VK 9 7,0 FT, L / Z c . O/�4M. C�SFE 7^dU/"7)0A Otl7GET SEPT/C TANK 9b:$FT, /INLET OIST/q!D!!)'/ON.BOX 9 g .FT. SECT/O/v 0I� GROUNo �1TE�t TAKE OVTLETD/STR/Bl/T/ON�X FT.. INLET LEACN/NG A2-/7- 96,0 /�7.' SE�/AGE O/SPASAL SYSTE�/srl 4LFr4Cff/1V49 .=/T 'TA Z/"T/GN: DESIGN:CR/TZA 1A �TCALE : %' s /-O" DI/�9EN.3'/ON NUMBER OF BEDROOMS 3 0/NAW5I0N D/HENS/ON C G G4 AROGED/SPOSAL//NJT t<a r/� SOIL Fry?�+'t TOTAL E?T//►�•fTED FLOi�/ 3 3 0 Gg4,1DAV SOIL TEST AP! SOIL 7X'ST402 SO/L TE$T NUMBER QF /,E�ACMlNTi PjTS ! FLEK 8 F SIDE L.EACHJNG.PE.R P%T Z ' 5�9 fT 0/ 1 �`K DATE aF SOIL TEsr 007--1 9o7"TOM L�ICN/NG PE-R iV/TNESSED BY J rI�*��3/ TOTAL LEACHING AREA % 3 ' LO4'") ` PERC0.4A7'/ON RATE.0/p-x�."� C. SQ. FT, r ___` PEVCOLAT/ON RATE/*2 _ ^1JJ�S�/NCN :�j =; M/N.�/NCH .QE38RYELEAG'NlNcS ARE. s 3`' S4. FT �, , Of OF,1f{ r r : c Sr _ �� � 7 u � �w .SG/ / ! f"a ROBERT r'f ��� A iv th 0,e f� BRUME g� �" G: F - � acr_c. 2M� �' e•^a_ Lrn A w ELDRE _ �i p MORSE — \ No. 10951�Q i- • 3 ,6 5�tv ` : p�F GISTS e ��'```` EL DRED6EF E/ViG/)VEER1AW CO,INC. `crs'ON��ENO 7/2 MAIN SF.� NYANN/9 MAS GR0[/N4P vV,,47'4wR ENCOUNTE.�EO , GM UiVO K,1, -)1-A 1/ ✓O® NO, .8 3 Z 3 SyErlcT�O/� L VICINITY MAP N.T.S. SOIL LOG: TEST HOLE#1 - ELEV.=75.0± SOIL LOG: TEST HOLE#2 ELEV.=75.0f DESIGN FORMULA: DEPTH FROM BOTTOM OTHER STRUCTURE, DEPTH FROM BOTTOM OTHER STRUCTURE, SOIL SOIL TEXTURE SOIL COLOR SOIL STONES, BOULDERS, SURFACE OF LAYER SOIL SOIL TEXTURE SOIL COLOR SOIL STONES, BOULDERS, (NO GARBAGE GRINDER ALLOWED WITH THIS DESIGN) (i�H�} � LAYER HORIZON (USDA) (MUNSELL) MOTTLING . HORIZON CONSISTENCY, � GRAVEL) (INCHES) ELEV. (USDA) (MUNSELL) MOTTLING CONSISTENCY, % GRAVEL) J Z LOCUS SYSTEM REQUIRED PROVIDED 0"-3" 74.8 - - - - - 0"-3" 74.8 - - - - ROBEIRIF Fi . & o �`'�'Q DAILY FLOW: 3"-8" 74.3 A/E LOAMY SAND 10 YR 6/1 NONE - 3"-g" 74.3 A/E LOAMY SAND 10 YR 6/1 NONE - � � GyQ� 4 BEDROOMS CAD 110 GPD/BEDROOM 440 GPD _ _ LAUFJEN 1Yi. 8"-33" 72.3 B1 SANDY LOAM 10 YR 6/8 NONE 8"-33" 72.3 B1 SANDY LOAM 10 YR 6/8 NONE o SEPTIC TANKS: 2 440 GPD x 200% 880 GAL. 1,000 GAL. 33"-68" 69.3 Cl SANDY LOAM 10 YR 6/2 NONE 33"-68" 69.3 C1 SANDY LOAM 10 YR 6/2 NONE - KMGMAN`VOWLTAM� OAKMONT RD. �' EXISTING 10 YR 6 6 10 YR .S 6�q• 168"-144" 63.0 C2 FINE-MED SAND / NONE - 68"-144" 63.0 C2 FINE-MED SAND / NONE - LEACANG AREAS: Z 5 ROWS OF 5 ARC36HD UNITS 400 SF 600 SF SOIL EVALUATION BY: DAVID MASON SOIL EVALUATION BY: DAVID MASON J OAKMONT RD. 5.00-'z EFFECTIVE LENGTH / UNIT MIN. WITNESSED BY: DONNA Z. MIORANDI, RS, HEALTH AGENT, BARNSTABLE BOARD OF HEALTH WITNESSED BY: DONNA Z. MIORANDI, IRS, -HEALTH AGENT, BARNSTABLE BOARD OF HEALTH BED CONFIGURATION DATE: OCTOBER 8, 2008 (PERC #12378) DATE: OCTOBER 8, 2008 (PERC #12378) EFFECTIVE LEACHING AREA:4.8 SF/LF PERCOLATION TEST: DAVID MASON WITNESSED BY: DONNA Z. MIORANDI, IRS, HEALTH AGENT, BARNSTABLE BOARD OF HEALTH ALTHEA DR. 25 x 5.00 /un. x 4.8SF/LF =600SF DATE: OCTOBER 8, 2008 LEACHING CAPACITY: PERCOLATION RATE: <2 MIN/INCH IN C SOILS 0 68" DEPTH, NO GROUNDWATER ENCOUNTERED SITE 600 SF X 0.74 GAL/SF 440 GAL 444.0 GAL EXISTING 1,000 GAL. 6 OUTLET D-BOX WITH INLET TEE AND RISER TO GAR. FLR. TANK AND RISERS WITHIN 9" OF FIN. GR.ON MECHANICALLY COMPACTED TOTAL: 440 GAL 444.0 GAL = 84.00' FIN. GR.=82.5 2% MIN:--�- STABLE BASE AND 6" MIN. CRUSHED STONE . EXIST. EXIST. 4 PVC FjN MAGNETIC MARKING TAPE 326 OAKMONT ROAD INV. OUT GR O E�iST. 35 2.l C 5 ROWS OF 4 ARC36HC BIODIFFUSER UNITS 81.22 INV. IN EXIST. UT SLOpe TOTAL OF 20 UNITS INV. " LEGEND 84.89 OUT 4 p�C FINISHED GRADE 80.72 .G.=72.3t MIN. 2% SLOPE F.G.=72.3t TP TEST HOLE LOCATION 16'-5�t i0•890 EXISTING FENCE INV. IN TOP OF RIODIFFUS,FFR FI_FV_=6A3 - - -80- - EXISTING CONTOUR 1,\CBDH 32'-0"t 69.22 EXISTING STONED INV. IN=68.86 5' MINIMUM BED LEVEL FOR ENTIRE LENGTH A&E FIRM -80- PROPOSED CONTOUR RETAINING WAL DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF SEPARATION EXISTING TREE LINE / \ SIX INCHES AS MEASURED BELOW THE OUTLET INVERT ELEVATION INV. OUT=69.05 DISTANCE FROM III TURNING MILL GROUNDWATER PROPOSED TREE LINE 2.0'� MIN/ CONSULTANTS, INC. W EXISTING WATER LINE -- RESERVE AREA N 9.3 MAXDEVELOPERS,ENGINEERS AND EXISTING GAS LINE . , � ,7 x� 1 SEPTIC SYSTEM PROFILE 2CONSTRUCTION MANAGERS 9 EXISTING Q ., ,: 68 TUPPER ROAD,UNIT 3 PO BOX 1159, LP EXISTING LIGHT POST 20�'� WOODED AREA G SCALE: 1/8 = 1 -O SEPT-1 SANDWICH,MA 02563 r 2» TEL:(508)888-4383-FAX:(508)888-4246 3" MIN. www.turningmillconsultants.com � 20" MIN. RISERS AS REQ'D TO EXISTING / 1'-4" BRING TOP TO WITHIN 6y:MIN. SITE ADDRESS POOL WII EX. DIST. BOX INLET TEE C NCB APRON TO BE ABANDONED 9" OF FIN. GRADE 2" MIN. lif1 1 4" INLET ,EXISTI " " , f „ ( ) , (6) 4 DIA OUTLET _ " FENCE / // 7 O.C. I 1 -4 L_J PLASTIC PIPE SEAL- 10" MIN. 14 CONTRACTOR TO VERIFY/INSTALL j&. LEACH PIT l 8" MIN. CORROSION RESISTANT GAS BAFFLES 326 OAKMONT ROAD TO BE ABANDONED ___!_ BY TUF-TITE, OR EQUIVALENT PUMPED, CRUSHED APPROVED BY THE ENGINEER, ON CUMMA t� UID MA 02637 ' AND FILLED 10 2" OUTLET TEE a � i!JJ � 2" TYPICAL SEPTIC TANK PROFILE 4 �1 � t ( EXISTING DECK / �r , N 0) \ RETAINING / / Co �' / PLAN VIEW SECTION VIEW a / SCALE: N.T.S. SEPT-1 o n o � WALL i N ,N o s / SYSTEM INSTALLATION NOTES: 1 PROPOSED 6 OUTLET DISTRIBUTION BOX DETAIL. 3 \ \ DISTRIBUTION BOX = 20' SEPT-1 1. EXCAVATE LEACH BED TO PROPER WIDTH, AND PROPER DEPTH. SUBMITTALS WlkSIG \ � 4 BEDROOM I FLOW EQUALIZERS, SCALE: 1 , LAI�DSCAPE�� RESIDENCE � � ��' � .RISER AND INLET TEE -� 2. SMOOTH ,IRREGULARITIES IN THE EXCAVATION. A LEVEL, FLAT SURFACE IS REQUIRED. WAL 19.4' PROPOSED ARC36HC 3. ASSEMBLE BIODIFFUSER LEACHING CHAMBERS AND UNIVERSAL ENDPLATES TOGETHER IN LEACH BED. \ ATTAC I BIODIFFUSERS E I W SHED�D ! 5 ROWS OF 5 UNITS EACH �►1=1 I 1=)I 1=1(1=1 I 1=1 I 1=f!(-!f 1=1 I 1=1 I 1=1 1=111=f(I 3" 4. INSTALL UNIVERSAL END ' CAP AND SECURE IN PLACE WITH BACKFILL. \ BENCHMARK: MAINTAIN 6 INCHES GARAGE \ BETWEEN EDGES OF 5. PUNCH OUT PIPE HOLE OPENINGS IN THE END PLATES AS--NEEDED, AND CONNECT INLET PIPES. SLAB ' ' BIODIFFUSERS ° EL=84.0' 25•9 BED SIZE: 15.9' X 25.0' MAGNETIC MARKING 6. FILL SIDEWALL AREA TO TOP CHAMBERS WITH NATIVE SOIL (COARSE SAND OR FINE GRAVEL, MAY ALSO BE USED: NO -- TAPE HEAVY CLAY, SILT, OR DEBRIS SHALL BE INCLUDED.) LP� XISTING WALKWAY \ -� 11.8' ° 4" DIA. PERFORATED 7. "WALK IN" FILL TO COMPACT SOIL ALONG SIDES OF BIODIFFUSER. THIS IS VERY IMPORTANT TO ACHIEVE LOAD RATING. B 07/28/09 ISSUED FOR CONSTR. PVC INSPECTION PORT A O6 2fi 09 ISSUED FOR REVIEW q TO BOTTOM OF SYSTEM 8. COVER BIODIFFUSER LEACHING CHAMBERS TO A MINIMUM OF 18" OF GRANULAR COVER AFTER CONSOLIDATION FOR f STONE AND THREADED H-20 APPLICATIONS. AVOID LARGE ROCKS OR DEBRIS IN COVER MATERIAL. - - CAP WITHIN 3" OF FINAL PROFESSIONAL STAMP �j EXXXXIING \\ -- , 15• ' / ° GRADE WRAPPED WITH GENERAL NOTES: Z WOODE`'9�AREA ` PERMEABLE GEOTEXTILE --� I�NG 1,000 GALLON \ , i FABRIC 1. ALL DIMENSIONS ARE PERPENDICULAR TO THE PROPERTY LINES. Z 89 SE"C TANK TO REMAIN \ \ PROPOSED , ° 2. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN COMPLIANCE WITH THE STATE SANITARY CODE TITLE V AND THE W rn \ 1 INSPECTION PORT BOARD OF HEALTH REQUIREMENTS. HOFM►q o \ I I ` , �+© T 3. ANY CHANGE TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND DESIGN ENGINEER. Joni P wgS ' INSPECTION PORT CET AIL 5 4. BEFORE BACKFILLING THE SYSTEM, THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND BOARD OF HEALTH .LNG SCALE: 1' - 15' SEPT-1 TO INSPECT. l �X\S / ' 5. HEAVY EQUIPMENT SHALL NOT TRAVEL OVER D ISPOSAL SYSTEM DURING OR AFTER CONSTRUCTION. 1 / \ - - _-_- - _ _ 6. TIGHT JOINT (T.J.) PIPING SHALL CONSIST OF POLYVINYL CHLORIDE (PVC) PIPE, SCHEDULE 40. ALL PIPES TO BE " -'" " -"' !_�I(=1 I i-1 I-1 I I-1 LAID ON FIRM BASE AND TO BE WATERTIGHT. ALL CONNECTIONS AND JOINTS SHALL BE MECHANICALLY SOUND AND EXISTING / �� ' I- I-I I ,)I I III-4 WN. LOAM AND SEED-I PAVED DRIVEWAY 1 I-III-4 1 1-1 I I=1 I i_I I hI 11=I i i-1 I I TIGHT. \ \ \ 18" MIN - ARC 36HC 7• THE DESIGN ENGINEER SHALL CERTIFY INSTALLATION. N�/F NEW BEDFORD GAS = ::: : ::: ::: :. BIODIFFUSERS AND EDISON ELECTRIC , FOR H2O _ -- CLEAN SOIL BACKFILL - - - ROBERT F & LIGHT COMPANY EASEME�T \� LOADING (1EE NOTES) 8. PARCEL SHOWN ON ASSESSORS MAP 334 LOT 26 AND IS ZONED RF-1 (RESIDENTIAL DISTRICT) AND LIES WITHIN AN LAU R EN M. KING MAN \ AQUIFER PROTECTION OVERLAY DISTRICT PER TOWN OF BARNSTABLE ZONING MAP. DRAWN BY: SRS MAP 334, LOT 026 9. LOT IS SERVED WITH TOWN WATER SERVICE. 44,962 sq. ft. , 1 y _ 6" 10. PROPERTY IS LOCATED IN FLOOD ZONE C, PER FIRM MAP 250001 0001 D, DATED JULY 2, 1992. CHECKED BY: M.F.J. 1 .03 acres �` 1_ 1 " INV IN SHEET TITLE: 16 _ 11. ALL DISTURBED AREAS SHALL BE LOANED AND SEEDED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. REF 10,75" 12. CONTRACTOR TO OBTAIN REQUIRED PERMITS. REF DRAINAGE - -'` --- _� 13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DIG-SAFE AND ALL UTILITY COMPANIES PRIOR TO CONSTRUCTION EASEMENT / , . - :' ` = FOR LOCATION OF ALL UNDERGROUND UTILITIES AND UTILITY COMPANY APPROVALS. I E' 14. ALL EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY AND ARE NOT WARRANTED BY THE OWNER AND ENGINEER PROPOSED SEPTIC 187.42 �.1.,....�,.-- -� """ . -• . ... " . - . : '34".REF � - . .. - - - - - TO BE CORRECT, NOR DO THE OWNER OR ENGINEER WARRANT THAT ALL UNDERGROUND UTILITIES ARE SHOWN. -,"- N86- 5-50"E _ DESIGN PLAN I SEP11C SETBACKS (MIN.) ' .5' MINIMUM SEPARATION . 15. CONTRACTOR TO PROTECT ANY UNDERGROUND UTILITIES FROM BEING DAMAGED. I DISTANCE FROM 16. PROPERTY LINE INFORMATION IS COMPILED FROM DEEDS AND PLANS OF RECORD AND IS NOT THE RESULT OF A LEACHING TRENCHES: -. - - - - GROUNDWATER - FULL BOUNDARY SURVEY. 10' PROPERTY LINES 20' BUILDINGS ;' 17. CONTRACTOR TO COMPLY WITH ALL TOWN OF BARNSTABLE INSPECTION REQUIREMENTS. SHEET NUMBER: GRAPHIC SCALE 100' WETLANDS 18. ALL TOPSOIL & DELETERIOUS MATERIAL, IF ANY MUST BE REMOVED BELOW THE LEACHING AREA AND AROUND ALL PROPOSED SITE PLAN 1 20 0 10 20 40 SEPTIC TANKS: SIDES OF THE LEACHING AREA AS SHOWN ON THE SYSTEM PROFILES. BACKFILL AS REQUIRED W/ CLEAN GRAVEL 10' PROPERTY LINES OR SAND FILL MATERIAL, HAVING A PERCOLATION RATE OF 2 MINUTES/INCH OR LESS. SCALE: 1" = 20' SEPT-1 10' BUILDINGS TYPICAL BIODIFIUSER DETAIL 6 19. SYSTEM OWNER MUST HAVE 1N PLACE FOR THE LIFE OF THE SYSTEM A MAINTENANCE CONTRACT WITH A CERTIFIED . SEPTml 100 WETLANDS SCALE 1" = 15' SEPT-1 WASTEWATER OPERATOR SPECIFICALLY LICENSED IN MASSACHUSETTS. TMC-8.10