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HomeMy WebLinkAbout0073 LAKE DRIVE - Health 73 Lake Drive A= 230—085 Centerville 1 p.-i Commonwealth of Massachusetts - Title 5 Official Inspection Form it Subsurface Sewage Disposal System Form-Not for Voluntary Assessments - y 73 Lake Dr Property Address Sid Horton . Owner Owner's Name MA 02632 12-21-13 information is Centerville required for every Ci rrown State Zip Code Date of Inspection Page. ty 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 \����autl�F !'ni����� filling out forms ��� �KN Ads on the computer, `�o=y� 9�yG use only the tab 1 Inspector: r� key to move your h JA M t :m=_ cursor-do not James D.Sears use the return Name of Inspector y key. CapewideEn.terprises,LLC Company Name i/F 5 INS? 153 Commercial St. - arlommi Company Address 02649 Mashpee MA State Zip Code CityrTown 508-477-8877 S1623 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000).The system: ® ❑Passes Conditionally Passes ❑ Fails • ❑ Needs Further Evaluation by the Local Approving Authority 12-21-13 spectoes Signature Date The system inspector shalt submit a copy of this inspection report to the Approving Authority (Board on. If the system is a shared system or of Health or DEP)within 30 days of completing this inspecti 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. Title 5 ofricial I Form:Subsurface Sewage oispwal System•Page f of 17 15ins•3113 ' Dec 22 13 11:36p p.6 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 73 Lake Dr, Properly Address Sid Horton Owner Owners Name • information is Centerville MA 02632 12-21-13 required for every page. Citylrown 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: B) System Conditionally Passes: r ❑ 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): 15ins•3113 TAIe 5 Of c4ei Inspection Form Subsurface Sewage Disposal System•Pape 2 of 17 Dec 22 13 11:36p p.7 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 73 Lake Dr. ` Property Address Sid Horton Owner Owner's Name information required for every Centerville MA 02632 12-21-13 page. Cityrrown State Zip Code Date of Inspection B. Certification (cunt.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes(cunt.): ❑ 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 15ins-3113 Tkle 5 OfWal Inspechon FomC Suosuftw Sewage Disposer 5yslem-Peya 3 of 17 Dec 22 13 11:36p p.8 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 73 Lake Dr. Property Address Sid Horton ' Owner Owner's Name information a Centerville MA 02632 12-21-13 required for every page. Cityrrown State Zip Code Date of Inspection B. Certification (cost:) 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: t Yes No ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool El ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ® Liquid depth in is less than 6°below invert or available volume is less than day flow <E4 c111.v,C t5ins•3113 Tile 5 Official Inspection Forrrt Subsurface Sewage Disposal System•Page 4 of 17 Dec 22 13 11:37p p.9 s Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments • 73 Lake Dr. Property Address Sid Horton Owner owner's Name information is required for every Centerville MA 02632 12-21-13 page. Cityrrown State Zip Code Date of Inspection B. Certification (cunt.) 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 tri9gered.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 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. • 15ins•3113 Title 6 Offidel kmpwdon Fomr Subsurface Sawega Disposal System.Pago 5 of 17 i Dec 22 13 11:37p p.10 TY ' Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 73 Lake Dr. Property Address Sid Horton Owner Owner's Name information required for every Centerville MA 02632 12-21-13 page. Cityf rDwn 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 NIA) ® ❑ 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): 2 Number of bedrooms (actual): 2 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 220 t5ins-3113 Title 5 official inspection Form:Subsurface Sage Disposal System-Page S or IT L_ • I ■%c 23 13 01:15a p.1 ■.n trr� ■`■ Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 73 Lake Dr. Property Address Sid Horton Owner Owner's Name information is required for every Centerville MA 02632 12-21-13 page_ Cityfrown 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? 0 ❑ 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): 2 Number of bedrooms (actual): 2 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 220 15ins•3113 Title 5 Official lraspedian Form.Subsurface Sewage Disposal System•Pap 6 of 17 Dec 23 13 01:16a p.2 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 73 Lake Dr. Property Address Sid Horton owner Owner's Name information's Centerville MA 02632 12-21-13 required for every page. City(rown State Zip Code Date of Inspection D. System Information Description: The system is a 1500 l500 Gal. 2 compartmeant tank D Box and 12 Biodiffusers. Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system?(Include laundry system inspection Yes ® No information in this report) Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available last 2 ears usage d 213 8,0 0 Gal'Is g ( y g �9P ��' 2013-8,000 Gal's Detail: Sump pump? ❑ Yes ® No Last date of occupancy: NA . P oY� Date Commerciallindustrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): canons per day(gpd) Basis of design flow(seatslpersonslsq.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: 115;M 313 Title 5 official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 Dec 23 13 01:16a p.3 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 73 Lake Dr. Property Address Sid Horton Owner Owner's Name information is requtred for every Centerville MA 02632 12-21-13 page. Cityrrown 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: 6-12-13 ` 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/Altemative 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 Tide 6 lMiaal Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Dec 23 13 01:16a p.4 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 73 Lake Dr. Property Address Sid Horton Owner Owner's Name information for a Centerville MA 02632 12-21-13 required for every page. Citylrown State Zip Code Date of Inspection D. System Information (cunt.) Approximate age of all components, date installed (if known) and source of information: 2008 Permit 08-512 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): 55" Depth below grade: 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.): Pipeing is 4"PVC SCH 40. Septic Tank(locate on site plan): Depth below grade: 4 feel ` 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 15001500 Gal.H-10 Two Dimensions: Compartments Sludge depth: � (bins-3113 Title 5 Official Inspection Form:Subsurface Sewspe Disposal System-Page 9 of 17 Dec 23 13 01:17a p.5 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 73 Fake Dr. Property Address Sid Horton Owner Owner's Name information is required for every Centerville MA 02632 12-21-13 page. Citylrown Stale Zip Code Date of Inspection D. System. Information (cons) Septic Tank(cons.) • Distance from top of sludge to bottom of outlet tee or baffle 30" Scum thickness On Distance from top of scum to top of outlet tee or baffle 8 1810 Distance from bottom of scum to bottom of outlet tee or baffle How were dimensions determined? Asbuilt-Tape-Plan Sludge Judge 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 at working level. Tank is H 10,1500/500 Gal. two compartment. Tank at 4' below grade in and outlet cover's at 6". 2' steel cover on pump end at 8"below grade. Two inlet tees.Zabel filter No sign of over loading or 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 t5ins-313 Tide 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 17 Dec 23 13 01:17a p.6 Commonwealth of Massachusetts Maim Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 73 Lake Dr. Property Address Sid Horton Owner Owner's Name information is Centerville MA 02632 12-21-13 required for every page. Cityfrown State Zip Code Date of Inspection D. System Information (cunt.) 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 L14ns-3/13 Tine 5 Official Inspecdm Form Subwffam Sewage Disposal System-Pape 11 of 17 pec 23 13 01:17a p.7 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 73 Lake Dr. Property Address Sid Horton Owner owner's Name information is Centerville MA 02632 12-21-13 ` required for every page. Citynown State Zip Code Uate of Inspection D. System Information (cont.) Distribution Box (if present must be opened)(locate on site plan)_ Depth of liquid level above outlet invert Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover, any evidence of leakage into or out of box, etc.): D Box is 16"x21"-2"below grade in raised area. Box is clean and solid wlfour lines out. 2"inlet w/tee. No sign of over loading or solid carry over. 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.): Pump chamber is clean, one pump. Pump and alarm working. 2'steel cover at 8"below grade. r * 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 Famr.Subsurface Sewage Disposal System•Page 12 of 17 Dec 23 13 01:18a p.8 y. Commonwealth of Massachusetts Title 5 Official Inspection Form Y. a Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 73 Lake Dr. Property.Address Sid Horton Owner Owner's Name requiret'lfore Centerville MA 02632 12-21-13 required for every page. Cityrrown State Zip Code Date of inspection D. System Information (cunt.) Type: ❑ leaching pits number. ® leaching chambers number. 12 ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number,dimensions: ❑ overflow cesspool number. ❑ innovativelalternative system Type/name of technology.- Comments(note condition of soil,signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc,): Leaching is a raised system. Leaching is 12 ARC. 36 Biodiffuser. Chambers are clean, No sign of over loading or solid carry over. 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 [Sins-3113 Tine 5 Official Inspection Form Subsurface Sewage Disposal System-Page 13 of 17 ..Dec 23 13 01:18a p.9 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 73 Lake Dr. Property Address Sid Horton Owner Owner's Name information is required for every Centerville MA 02632 12-21-13 ' page. Cityrrown Stale Zip Code ©ate of Inspection D. System Information (cunt.) 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.): a i 55ins•3113 Title 5 Official Inspection Foon:Subsurface Sewage Disposal System-Page 14 0117 vV LV IV V 1. IVG N.IV Commonwealth of Massachusetts Tithe .5 Official Inspection Form Subsurface Sewage Disposal System Form-Not For Voluntary Assessments 73 Lake Dr. Property Address Sid Horton Owner Owner's Name Information is required for every Centerville MA 02632 12-21-13 page. cityrrown State Zip Code Date of Inspection D. System Information (cost_) 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 A y- f ;.a s C. a; ,.s �$ £S• a2. 3 D ct�c 9 ; R l5 ns•3/13 Title 5 OFwal Bnapecwn Form:SubsuAece Sewage Disposd Syarom-Page 15 d 17 r Dec 23 13 01:19a p.11 . V Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 73 Lake Dr. Property Address Sid Horton Owner Owner's Name information is required for every. Centerville MA 02632 12-21-13 ' page. C4rrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells 10' Estimated depth to high ground water: feet Please indicate all methods used to determine the high ground water elevation: T Obtained from system design plans on record If checked, date of design plan reviewed: 11-3-08 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: You must describe how you established the high ground water elevation: T.H.on Design plan 11-3-08 120" Bottom of chambers at F above T.R. Before filing this Inspection Report, please see Report Completeness Checklist on next page. 151ns-3H 3 Title 5 Offidal Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Dec 23 13 01:19a p.12 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 73 Lake Dr. Property Address Sid Horton Owner Owner's Name information is Centerville MA 02632 12-21-13 required for every 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 t5;ns•3M3 Inse 5 Ol wind Impaction Form:Subsurface Sewage Disposal System•Page 17 or 17 �■�ec 23 13 01:22a p.1 ■0 Dec. 20. 2013 11 : 14AM No, 3068 P, 4/11 ■gyp > t-_iz.i 1 0.*� F r em:BPRNra NEt�L�I 15087906304 To:915084 4977 F.1/1 ■� ga.,., TOW?V'Oki BARNS TARI.,R LOCATION SEWAGE A OS VU-t.ACiE �eea. Uf�1L� A��155(1'!l'S MA ��PARCEL_--,��L?_�._bar_ 11V5'4'f11.1 kK'S 1•IAMk:.�t YNtTi`1F N�• Z_Y -ve)z sL'Y1'tc rANic c;nrAc=i n'_iLLO Z L1.ACHTNG FACILITY:(type) t3 tt .f�!' NO,OF DL•DROOM, � PERMITDAI'l.i: I��� YLIAN(:8 DATE: Scporetim Disutnvc 13etwern the: Maxitntun AdjLLxtsd Gnintidwver Tabla to the tinttom OrT.eachinv,Fit Mey „(�' c• ! feet ' C'f ivase www Supply wc(1 and Lzuchiog Facility(if airy wells exist i oh sate of withic 200 feel of luut:hing lWuiIity) e Or WGlan�•aid L:nchiug Facility(it any wac vd3 CLdst - widtui 300 lest of Wauhind cauiiity). feet FUIZNISII,1)by S f, . - f ................... Ef r =X3 s t� t .;.�7•c� ES� a2.. 3 Elf(. i 9 TOWN OF BARNSTABLE LOCATION 3 L&�u �cl SEWAGE# U5 — Y 1 Z VILLAGE,„ �.P,r� (,Q ASSESSOR'S MAP&PARCEL 3y f 8Sr INSTALLER'S NAME&PHONE NO. 04govi c4 rkJ SEPTIC TANK CAPACITY/�-pU /_rO b e M l u LEACHING FACILITY: (type) o Zia w r f (size) t/, Z NO.OF BEDROOMS OWNER SDI t !j �v►el PERMIT DATE: 12 do—do-g COMPLIANCE DATE: a— 2 1 V Separation Distance Between the:. Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 3 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 (.zl�Gt✓. E�l�/'��SG� LL Aeg f � 3'U e Z, tb,o DS C f�Bc i5.3 p`/o2 a3,3 Eq 17. y f �2 -iq.v f- �3 P2,,3 �S S•3 � �lcc ►9. 3 ' 0z 5� _No. vf4 Fee THE COMMONWEALTH OF NASSACHUSETTS Entered in computer: ov//- PUBLIC HEALTH DIVISION-TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplitatlon for Misposal *pstem Construction permit Application for a Permit to Construct( ) Repair(K) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. "�3 (.✓a K Q_ U e ; E- Owner's Name,Address,and Tel.No.SkA n" ► girb•1 Assessor's Map/Parcel '2.30 S. C_Ct ky j%k(L Installer's Name,Address,and Tel.No. Ct►Q_e.a:cU�kr >K� Designer's Name,Address,and Tel.No.TLCv%p.%t. So s--k� -Q01% P-�• 3 ox -r t` S-oS- 2� 28 S y C.:4n bs/+� Ijtw C 3^ o=:-r wa». Type of Building: Dwelling No.of Bedrooms Z Lot Size 1110 o a +1 sq.ft. Garbage Grinder( ) Other Type of Building t No.of Persons Showers( ) Cafeteria( ) Other Fixtures . Design Flow(min.required) 22.0 gpd Design flow provided Z Z 1 („ gpd Plan Date I- 1 S --Zo a, Number of sheets Revision Date Title L*I,< Aq Size of Septic Tank Type of S.A.S. a44,4 SIy+.Maj. BGJ Description of Soil Q 104n G�� Nature of Repairs or Alterations(Answer when applicable) ig 6— '(b,,,.(,� �P��,,,p c 1�v M.,,�f-,,,r .0 1 Date last inspected: 2,00 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 Hea Si ed Date �Z_ r Zeo� Application Approved by - Date Application Disapproved by Date for the following reasons Permit No. Date Issued -- - - - - - -- 1, 10 T1 ' V .r / 1 I V NO. Fee j THE COMMO 'WEALTH OF Entered in computer: 11��►SS:�C�(USETTS (� PUBLIC HEALTH DIVISIONi'f-TOWN OF B�ARNSTAR6E, MASSACHUSETTS Yes V ricat%ors for isposai 6pstem Gustruttion 3permit Application for a Permit to Construct( ) Repair(tQ Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. -13 L A K e Df_,V C Owner's Name,Address,and Tel.No. CeKT lfJ•\fit -73 L4L{ Assessor's Map/Parcel 230 $$ Installer's Name,Address,and Tel.No. Ca Q v,A,clA 6,vkk% Designer's Name,Address,and Tel.No. Sub-�z -Qul% P-.:,. , T(n S-oe- Z"-75 t 2a5"`f Ce ,.Tr_ v�, �• CJ Type of Building: Dwelling No.of Bedrooms Z" Lot Size 1 i Q Q o sq.ft. Garbage Grinder( ) Other Type of Building "I I,,,. No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 22 D gpd Design flow provided Z 2 (o gpd R Plan Date 1 (- 1 - Zo o Number of sheets Revision Date Title "l 3 1 w Size of Septic Tank Type of S.A.S. rl o-,, S , ti Descri on of Soil P � t 6- Nature of Repairs or Alterations(Answer when applicable) ., Ps '� �( ,6u,, C r o 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 Board of Health �_.•+ _ Si ed Date -'I Z Application Approved by i�. Date Application Disapproved by for the following reasons Permit No. Date Issued , - _ _------------------ --------------------- - = -------------------= -= = - - --_ -`= = - =- ------- - ------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance ' THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired,() Upgraded( ) Abandoned( )by C�A�r � �_�E�h l--C�0/;) e 5 C..L�- at -7 3 L vs d,, has been constr u cted accord ccee with the provisions of Title 5 and the f r Disposal System Construction Permit No // ' dated Installer )t S fr 1.L Designer r #bedrooms > 1 Approved de-s-1kii flow I � 19. gpd The issuance of this permit sha f not b o�ns)t d as a guarantee that the system function as designe . � d'09 ° !� Date (/ Inspector i!A__ J !11 ��'/!A/ ,1 l�-�' _ . ----- goo No.------------•- ------------------------------------------------,--------------------------- ---- ------------------------------------------------Fee------ . _ �2/ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION BARNSTABLE,MASSACHUSETTS misposal Opstem Construction Vermit r Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( ) System located at '�3 L,4L,+ 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:Construct on mus be petted within three years of the date of this permit. �) Date Approved by / i i f DECLARATION OF RESTRICTION We, Sidney K. Horton, Jr., and Holly A:Horton, of 531 Mattakeesett Street, Bryantville, Massachusetts 02327, being the owners of Lot 13, as shown on a plan of land recorded with the Barnstable County Registry of Deeds in Plan Book 122, Page 89 (the "Premises"), hereby impose the following restriction upon the Premises,which said restriction shall run with the land and be binding upon our successors and assigns thereto: The dwelling constructed or placed upon the Premises shall contain no more than two (2) bedrooms unless and until it is connected to the municipal sewer or the Board of Health of the Town of Barnstable permits otherwise. Property Address: 73 Lake Drive, Centerville, Massachusetts For title, see deed recorded with the Barnstable County Registry of Deeds in Book 23174, Page 173. i WITNESS our hands and seals this i o day of December, 2008. F Sidney K. Ho on, Jr. Vi I Holly A. on I COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. Or,this W day of December, 2000, before me,the undersigned notary public, personally appeared Sidney K. Horton, Jr., and Holly A. Horton,proved to me through satisfactory j evidence of identification,which was n` t w; 1..�a,`. aS ,to be the persons whose j names are signed on the preceding or attached document, and acknowledged to me that they signed it voluntarily for its stated purpose. I N RICHARD M. CAPEN Notary Public i COMMONWEALTH OF MASSACHUSETTS 1My COMMIS51 S September 1 #>sy Pu lic My Commission xpires: j i i r Town of ba.rnstame Regulatory Service, i tak ic. g Thomas F. Geller, Director MkU6. Public Health Dlyislon ° Thomas McKean, Director 200 Main Street,Hyannis, MA 02601 Office: 508.862.4644 fax: 908-75 0-6304 Ins allcr & De siener Certificatidn�lForm Date; Designer; 16 c �. Installer: C-+nrecprtse Address; 2.8 r,bec'ry r{ 'YjWCkV 7 �. Address: '� i3�x ?cod cas} WorOn avr, rr �F 62.,`�3 f3 '27 n. was is permit to install a '(date) � �"----�.....�. �S___ SLICd a e (install septic system at W�7 3 based on a design drawn by (address) SC� - r1�iYle�r�iYlt � .T.` dated N&tmw pv l5 ,2008 (defigner) - I certify that the septic system referenced above was installed substantially according tk; the desip; which may include miner approved changes such as lateral relocation of-tic distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes 'i.c.. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordmice with State & Local Regulations, plan revision or certified as-built by designer to follow, ,1 C)ri -- ('Trial ller's Si a iR w rVu .11807 -16 I'lid1l r -- Designer's Si e),�.".._. —_Affi esigner's tamp I ere)-� PLEASE RE .'BARNST L B VISI " C I I T F CE ILL NO ID AS- I RECEIVEDI VISION. r o' Heal th/Septic/beRiper Certification Fom, T 0 'd L9£0 £ZZ 809 DN I ZAAAN I DNAOr Wd fz: *.0 600Z-60-Nktlw ti 9d, /� of�� Town of Barnstable P# / &03 Department of Regulatory Services ' Public Health Division s�nrrsr,�st c ' Date >u�s. t639 �� 200 Main Street, nais MA 02601 lFD MA'S A Date Scheduled Time a F ee Pd. Soil Suitability Assessment for Sewage Dis oral p Performed By: Mttdne�e,( eethen t'—( E T i C s E / ti i Witnessed By; LOCATION& GENERAL INFORMATION Location Address t_4 kC _,�VQ Owner's Name $i an et, Address "1 3 6L,a►►„a Assessor's Map/Parcel: Z 3 O/0 8's- Engineer's Name NEW CONSTRUCTION REPAIR Telephone# :57 0 y ,_(bq q t)L b Land Use rts Sloes 3o- St151e F�^i� 1CkaAt.L I al � P ( ) � Surface Stones yP_S Distances from: Open Water Body 7100 ft Possible Wet Area ft Drinking Water Well L14 ft Drainage Way >/ 0 ft Property Line 5 /0 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) Q m tr O CC cs �r Q N r- rn Parent material(geologic) 6UAiwQ5(.-1 Depth to Bedrock > Depth to Groundwater. Standing Water in Hole: 7 12-0 S S Weeping from Pit Face '7 Estimated Seasonal High Groundwater d"• 3y. 80 U&VD e.ef i3cry 14(f DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: S Le-P1oouR_ Depth Observed standing in obs.hole: 7(2-0 in; Depth to soil mottles: '60 $O in, Depth to weeping from side of obs.hole: 71 L0 in, Groundwater Adjustment ft. Index Well# Reading Date: Index Well level , Adj,factor — m- Adj,Groundwater Level,,n PERCOLATION TEST bate n-o3-,08 Time 11 Sri Observation Hole# Time at 9" Depth of Perc Z -'y Time at 6" ___-____ •' Start Pre-soak Time @ 1= 2b.AH Time(9"-6") End Pre-soak j] 3O-An Rate Min./inch L Z Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) N Original: Public Health Division Observation Hole Data To Be Completed on Back---------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at.least one(1) week prior to beginning. Q:\SEPTICIPERCFORM.DOC p I DEEP.OBSERVATION HOLE LOG Hole# 1 Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.% ravel ^ li3 2$-120 C H -CS - �v � -5% 5ra,,e_l i0Yr5/8 ` DEEP OBSERVATION HOLE LOG Hole# z. Depth from Soil Horizon Soil Texture Soil Color, Soil Other Mottling Surface in.) (USDA) (Mansell) g Structure,Stones,Boulders. ( Consistency.% ravel 28-lZo c n-Cs 80 100 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Grave DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, Consi tomy.%QraXgl) Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes ._. Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the _ area proposed for the soil absorption system? Y�5 If not,what is the depth of naturally occurring pervious material?,,----..__.___ Certification I certify that on /b-27"y (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,experti a an xperience described in 310 CMR 15.017. Signature Date Q:VSEPTICVERCFORM.DOC LETTER OF TRANS MITTAL JC Engineering Inc. Civil&Environmental Services 2854 Cranberry Highway Telephone: 508-273-0377 E.Wareham,MA 02538 Facsimile: 508-273-0367 �- ; TO: Town of Barnstable DATE: 03/10/09 JOB NO. 1517 and of Healt RE: Septic System As-Built Plan 200 Main Street 73 Lake Drive Hyannis,MA Centerville,MA WE ARE SENDING YOU: X Enclosed _ Under separate cover via X the following: Report _Prints _Brochures Shop Drawings Specifications Copy of Letter Change Order Forms Please find enclosed a Septic System As-Built Plan for your records. THESE ARE TRANSMITTED as checked below: For Approval Resubmit Copies for Approval X For Your Use Approved as Noted Copies for Distribution As Requested Returned Approved as Submitted Returned For Review and Comment For Your Information { REMARKS Should you have any questions, please feel free to contact our office. Thanks. Y COPY TO: File(1);Capewide(1) SIGNED: ,a z Michael hmentel, L.T. _---T.O.F. = 40.7�± PROVIDE PRECAST CO NCR. FINISH GRADE OVER D-BOX = 42.V± 4"SCHEDULE 40 PVC MIN. SLOPE 1 % FINISHED GRADE OVER BIODIFFUSERS= 41 .6' - 42.0' GENERAL NOTES F.G. OVER TANK EL. = EXTENSION RISER TO WITHIN SLOPE @ 2% MIN. FINISHED GRADE 20"MIN.ACCESS 40.2EL 6"OF F.G. OVER ALL COVERS DISTRIBUTION BOX RISER AND REMOVABLE INSPECTION PORT WITH @ FOUNDATION = VARIES COVER(TYP FOR 3) - COVER TO WITHIN 6"OF GRADE ACCESS BOX TO WITHIN 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND 9"MIN. 5" DIA. OUTLET(S) 6"OF F.G. (ONE PER ROW) CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE 38.08' 36"MAX. - - STATE ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. 4"PVC OUT 1 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF PROPOSED 4" TO LEACHING 9"MIN. (40.89') HEALTH AND THE DESIGN ENGINEER. SCHEDULE 40 PVC 2" DROP MIN. FACILITY 1.2'COUPLING 36"MAX. TOP OF SAS/B.O. = 40.88' 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED MIN.SLOPE @1% 6" 3" 3" DROP MAX. 3" 9" IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. - - - ----- - -- - - - - - 2" PVC TEE 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 14" ' ELEVATION =40.89' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS EX. INV. = 36.83, ,l 08' A 40 MIL GEOMEMBRANE LINER IS PLACED AT LEAST FIVE FEET FROM S.A.S.AND THE TOP VSEE--IPL,AN. (36.00 ) � O (-l-Yp ) 13" OF THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 0.59' rlY(TYPV) 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 37.00' 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 48" (40.50 l 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO (36`Z314,') 40,64' 40.4T 40.39' �- 39.80''39.81' (laid flat) 2.875'(34.5")--I BACK FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR � (40.66') (40.4Q') 5.0' (TYP.) INSPECTION. SYSTEM IS NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING 11.1'TO FND. 6" 5'MIN. 11.50 CRUSHED STONE (TYP.) APPROVAL FROM BOARD OF HEALTH AND DESIGN ENGINEER. 1500 GAL. OVER MECHANICALLY 8. ELEVATIONS BASED ON N.G.V.D. DATUM OF 41.32' ESTABLISHED ON A _. AS-BUILT= 10.4'± COMPACTED BASE VARIES (SEE PLAN) RAILROAD SPIKE SET IN UTILITY POLE 498/2 AS SHOWN ON PLAN. F6" CRUSHED STONE 5 OUTLET DISTRIBUTION BOX 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION 32.4l' 22~ZABEL FILTERJ ' OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.= * 34.80' BIODIFFUSERS (END VIEW) THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE MODEL#A1801-4x22 GAS BAFFLE COMPACTED BASE BASE. FIRST TWO FEET OF OUTLET AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY PIPES TO BE LAID LEVEL. BIODIFFERS PROFILE * DISCREPANCIES TO THE DESIGN ENGINEER. NOTE: PROPOSED 1500/500 GALLON TWO COMPARTMENT H�10 SEPTIC TANK (PROFILE) EL. OF WEQUAQUET LAKE PER BOH 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE SEPTIC TANK SHALL BE LENGTH 12 -2 WIDTH 6 -8 DEPTH 5-8 DIMENSION AS PER CROSS SECTION VIEW WATERPROOF AND WATERTIGHT. WIGGIN PRECAST CORP. 12 - ARC36 #3613 B D) B I O D I F F U S E RS STRUCTURES SHALL BE MADE WATERTIGHT. 'CONTRACTOR TO VERIFY EXISTING ELEVATIONS PRIOR SEPTIC TANK PROFILE POCASSET, MA DISTRIBUTION BOX DETAIL l / 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR TO ANY WORK & NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE (800)564-6774 NOT TO SCALE NOT TO SCALE ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH - - -- - - - _ DETERMINATION FROM APPROPRIATE AUTHORITY. BUOYANCY CALCULATIONS Benchmark NOTE TO CONTRACTOR: ` TEST PIT DATA TEST PIT DATA 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS RR Spike in U.P. 1. MAGNETIC MARKING TAPE SHALL BE / PERC No.: 12403 PERC No.: 12403 LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE PROPOSED 1,500/500 GALLON H-10 SEPTIC TANK: Elev. =41.32' /� y�\� PLACED ALONG THE TOP EDGE OF EACH 4n INSPECTOR: Donna Z. Miorandi, R.S. INSPECTOR: Donna Z. Miorandi, R.S. THEY SHALL WITHSTAND H-20. LOADING. GJ HIGH GROUNDWATER EL.= 34.80' N.G.V.D. � SEPTIC SYSTEM COMPONENT. ,. , r 0SOIL EVALUATOR: Michael Pimentel, E.LT.` SOIL EVALUATOR: Michael Pimentel, EE.I.T. 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. �yQ TOP OF SEPTIC TANK EL. = 38.08' � /UP 49 /2 C U S November 3, 2008 November 3, 2008 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE BOTTOM OF SEPTIC TANK EL. =32.41' ��i �� P DATE: DATE: MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. WATER DISPLACED =(34.80'-32.41')x 12.17'x 6.67' = 194 C.F. t! I TEST PIT#: 1 TEST PIT#: 2 REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, FINES WEIGHT OF DISPLACED WATER= 194 C.F. x 62.4 LB/C.F. = 12,106 LBS OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). OF / P ELEV TOP= 40.00' ELEV TOP= 40.00' WEIGHT OF H-10 1,500/500 GALLON SEPTIC TANK = 22,000 LBS. G�i j� rea 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN SOIL COVER= (40.2'-38.08')x 12.17'x 6.67'= 172 C.F. AS-BUILT 1500/500 GALLON TWO ��i / , ELEV WATER= "34.80'(see above) ELEV WATER= 34.80'(see above) GUY SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. 0 WEIGHT OF SOIL ABOVE TANK= 172 C.F. x 120 LB/C.F. =20,650 LBS ' "":d3' COMPARTMENT H-10 SEPTIC TANK IRE PERC RATE <2 MIN/IN PERC RATE 16. PROPOSED PROJECT IS LOCATED WITHIN:• _ = 22,000+20,650=42,650 LBS > 12,106 LBS; THEREFORE ACCEPTABLE . , ' ° LSAU11.� :. „ . �, �,.•,. + . � DEPTH OF PERC= 28"-46" DEPTH OF PERC = ASSESSORS MAP 230 PARCEL 85 Co!' �O�G p� w , • • i OWNER OF RECORD: SIDNEY K. HORTON, JR. and ZELMA C. BEARSE w ��D o' G Q v ++ , • • TEXTURAL CLASS: 1 TEXTURAL CLASS: 1 / • • /I -- - I - - ADDRESS: 531 MATTAKESSETT ROAD 22.5° BEND (TYP OF 3) \__ 1 • • l 0" 40.00' ' • •• • • }�I 0 40.00 PEMBROKE, MA 02327 Cq � � � i ' ' • ((: ' Fill Fill FEMA FLOOD ZONE C oy �Qp /� I p0 tt• • *+�, +• • • ' • �� " AS SHOWN ON COMMUNITY PANEL# 250001 0005 C 8 39.33 8 39.33 / GARAGE • • Mr G: 17. PLAN REFERENCE: - • Loamy Sand Loamy Sand • • �y A A 1.)PLAN BOOK 121, PAGE 125 AND 2.)PLAN BOOK 122, PAGE 89 4 � • +Q, i ,E`s 10Yr 3/1 j 10Yr 3/1 18. DEED REFERENCE: o_ P-P • �t • • l 18" 38.50' 18" 38.50' 1.)BOOK 14604, PAGE 178 AS-BUILT D-BOX y �,� LSA Inv=37.5'_++� k •1 Loamy Sand Loamy Sand 19_ ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. O (38.2 ±) • 1 • B 10Yr 5/6 B 10Yr 5/6 o O Q ?6 �y 20. PROPERTY LINE INFORMATION IS APPROXIMATE, ONLY. THIS PLAN IS TO BE USED ONLY REMOVE UNSUITABLE MATERIAL DOWN TO"C-SOIL" ,/ y� CB/ 15 'QiL O �o .F 28" w 37.66' 28" 37.66' FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY AND REPLACE WITH CLEAN COARSE SAND \ p F� Q / FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. Perc -= 40- G�, 0 , ' _ x_ Med.-Coarse Sand EXISTING WA1 ER LINE TO BE REMOVED / /� DO r -- --EXISTING CESSPOOL TO BE - •1 • 46 f'Med.-Coarse Sand 36.16' i 2.5Y 6/6 36.16' AND RELOCATED AS SHOWN 'S� o� �o �,c / PUMPED AND FILLED WITH C 2.5Y 6/6 I C (5% Gravel) :LEAN, COARSE SAND (5%Gravel) AS-BUILT 12 ARC36 (#3613BD Q- J MottlingMottling @ 80' BIODIFFUSERS (3 BIODIFFUSERS PER ROW) \ ` SHRUB LOCUS PLAN 80" = 33.33 801, = 33.33' -� AS-BUILT 90 SWEEPING 1 #73 BEND WITH CLEANOUT ,vy, Damp Soil @ 110"- 30.83' 1�1" Damp Soil @ 110"- 30.83' TP 1 / EXISTING • SCALE: 1"= 1000' 2-BEDROOM so 120" 30.00' 120" 30.00' ��0 1 No Standing or Weeping Encountered. No Standing or Weeping Encountered. DWELLING % \� _x TOF = 40.7'± MAP DESIGN DATA LEGEND C� MAP 230 230 0. 0, o ti� (CRAWL) PARCEL 84 NUMBER OF BEDROOMS 2 DOSING & STORAGE REQUIREMENTS X100.00 EXISTING SPOT GRADE AS-BUILT INSPECTION PORT (TYP OF 4) _ PARCEL 85 DESIGN FLOW 110 GAUDAY/BEDROOM 0.23 ACRES± TOTAL DESIGN FLOW 22p GAUDAY DESIGN FLOW: 220 GPD - - A -100 - - - EXISTING CONTOUR PROPOSED 1.2 AO ,\ COUPLING / o = 440 1 O2 PROPOSED SPOT GRADE /o AS-BUILT 40 MIL. (TYP OF 2) DESIGN FLOW X 200 GAUDAY DOSING REQUIRED: 4 CYCLE/DAY 220 GPD/4=55 GAUCYCLE IMPERVIOUS 102 PROPOSED CONTOUR GEOMEMBRANE LINER D� �G� USE PROPOSED 1,500/500-GALLON TWO COMPARTMENT SEPTIC TANK DISTANCE REQUIRED BETWEEN PUMP n (SLAB) -X-X-X-X-X-X-X-X-X- EXISTING FENCE LINE ON AND PUMP OFF FLOATS: PROP. 2'± RETAINING WALL 01' P 1P \ / 55 GAUCYCLE 125 GAUFT = 0.44 FT/CYCLE / \4- INSTALL 12 - ARC 36 (#3613BD) BIODIFFUSERS (USE 0.50'TO PROVIDE FOR BACKFLOW) ❑iHiw EXISTING OVERHEAD WIRE �xl STORAGE REQUIRED ABOVE WORKING LEVEL:220 GAL. ���/ \\ 1 x % SYSTEM CAPACITY STORAGE PROVIDED ABOVE WORKING LEVEL:250 GAL. W W---- EXISTING WATERLINE (TOTAL L.F. OF BIODIFFUSERS&COUPLINGS)(4.8 SF/LF)(0.74 GPD/SQ.FT.)=GPD WATERLINE �Q ,`�o / (62.4')(4.8 SF/LF)(0.74 GAUSQ.FT.)= 221.6 GAL. LEACHING/DAY 1 / / TEST PIT LOCATION / TOTALS: WATER LINE / �. / TOTAL NUMBER OF BIODIFFUSERS: 12 NOTE: O O O AS-BUILT 1,500/500 GALLON TOTAL NUMBER OF COUPLINGS: 2 EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM TWO COMPARTMENT H-10 SEPTIC TANK THE DEPARTMENT OF ENVIRONMENTAL PROTECTION TOTAL LEACHING AREA: 299.5 AS-BUILT SEWER � ., / APPROVAL LETTER"MODIFIED CERTIFICATION FOR PIPE WITH SLEEVE / �� AS-BUILT 90° SWEEPING �/ / TOTAL LEACHING CAPACITY: 221.E GENERAL USE" ISSUED TO ADVANCED DRAINAGE SYSTEMS, AS-BUILT 4" SOLID SCHEDULE 40 PVC PIPE / BEND WITH CLEANOUT /3 j INC. ON OCTOBER 3, 2003 (LAST MODIFIED JULY 23, 2008). AS-BUILT 2"SOLID SCHEDULE 40 PVC FORCEMAIN EXISTING CESSPOOL TO BE �' / / / TRANSMITTAL NUMBER=W000052. PUMPED AND FILLED WITH / Q AS-BUILT ARC 36(#3613BD) BIODIFFUSER CLEAN, COARSE SAND / / / INSTALL 1-1/4" PVC TO HOUSE. JOINTS TO BE MADE WATERTIGHT. WIRE PUMP AND FLOATS TO SIMPLEX 0 AS-BUILT ARC 36 (#3613BD)COUPLING / CONTROL PANEL No. 1-CC2 NEMA-1 MFG. HOOVER MAP 230 INSTRUMENTS. (96.87') ACTUAL ELEVATION "AS-BUILT" 0 NEMA 4 JUNCTION BOX CORROSION RESISTANT HOISTING CABLE 7 x 19 STAINLESS STEEL PARCEL 86 �,,. /3 & LIQUID-TIGHT CABLE CONNECTORS 1/8" DIA. / 1,760 LB. STRENGTH SUPPORTED CONNECTORS SUPPORTED BY 1-1/4" REV. DATE BY APP'D. DESCRIPTION PVC CONDUIT JOINTS TO BE MADE WATERTIGHT 2" BALL VALVE w/ UNIONS SCH. 80 PVC / Ilk GEORGE FISHER CO. MODEL NO. 560 "AS-BUILT" SEPTIC SYSTEM < PREPARED FOR: 3" 2"SCH. 40 TO D-BOX�T6 '� ► "AS-BUILT" CAPEWIDE ENTERPRISES MOLD PRECAST TANK WITH RUBBER " ALARM ON GASKET FOR INLET AND OUTLET PLAN 48 LOCATED AT LIQUID KNOCKOUTS. INSTALLER TO ALSO USE oFQ LEVEL ?UMP ON Q HYDRAULIC CEMENT AT ALL PIPE 73 LAKE DRIVE ��//PUMP N CONNECTIONS TO ENSURE WATER I TIGHTNESS. CENTERVILLE, MA 02632 / MELODY POND- "SCH.40 TEE w/CLEAN-OUT CAP (2)WIDE ANGLE CONTROL FLOATSj/ 0 o SCALE: 1 INCH = 10 FT. DATE: MARCH 10, 2009 (NGVD EL. = 32.84 BASED ON (BARNES 073618) o Un 2" BALL CHECK VALVE SCH. 80 PVC 100 �. FIELD SURVEY ON 10-31-08) 1: PUMP ON/OFF 120 ACTIVATION P.S.I. FLOWMATIC MODEL No. 208S o 5 10 20 ao FEET / 2: ALARM ACTIVATION 1/4"WEEP HOLE IN DISCHARGE PIPE + �, �r °yam PREPARED BY: 2"SCH.40 PVC DISCHARGE PIPE �� CHUURCHILJOHN L �, JC ENGINEERING, INC. NOTES: / 1.) TANK TO BE WATERTIGHT AND WATERPROOF AND CERTIFIED BY BARNES SE411 PUMP, 0.4 H.P., 115 V, 1750 CIVIL 2854 CRANBERRY HIGHWAY / MANUFACTURER. RPM, 2" DISCHARGE PASSING 1-1/2"SOLIDS 4' 2.) ALL ELECTRICAL CONNECTIONS ARE TO BE MADE OUTSIDE THE TANK. (IMP. DIA. 4.25")OR EQUAL EAST WAREHAM, MA 02538 SITE PLAN � ' _508.273.0377 SCALE: 1" = 10' ! PUMP CHAMBER DETAIL Drawn By: MCP Designed By:MCP Checked By: JLC JOB No.1517 a -f----T.O.F. = 40.7'± PROVIDE PRECAST CONCR. FINISH GRADE OVER D-BOX= 42.V+ 4"SCHEDULE 40 PVC MIN. SLOPE 1 % FINISHED GRADE OVER BIODIFFUSERS= 41 ,6' - 42,0' GENERAL NOTES F.G. OVER TANK EL. -_ EXTENSION RISER TO WITHIN SLOPE 2% MIN. FINISHED GRADE 20"MIN.ACCESS 6" OF F.G. OVER ALL COVERS DISTRIBUTION BOX RISER AND REMOVABLE @ @ FOUNDATION = VARIES COVER(TYP FOR 3) 4'0•2 + INSPECTION PORT WITH COVER TO WITHIN 6"OF GRADE ACCESS BOX TO WITHIN 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND 9"MIN. 5" DIA. OUTLET(S) 6"OF F.G. (ONE PER ROW) CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE 38.08' 36"MAX. - -- - STATE ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. , T4" PVC OUT 1 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF PROPOSED 4" TO LEACHING 9" MIN. HEALTH AND THE DESIGN ENGINEER. SCHEDULE 40 PVC 2" DROP MIN. FACILITY 36"MAX. TOP OF SAS/B.O. = 40,88' 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED MIN.SLOPE @ t% 6" 3" 3" DROP MAX. 3" 9" = 12 COUPLING ------ - � _ IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. 0 2"PVC TEE 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN EX. INV. _ 14" 36.83' ELEVATION =40.88' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS SEE PLAT-- 1.08' Q A 40 MIL GEOMEMBRANE LINER IS PLACED AT LEAST FIVE FEET FROM S.A.S.AND THE TOP -- (TYP.) } 13" OF THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 0 0.59' 7.13"(TYP) 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 37.00' _ 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 48 I 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO 40.64' 40.47' 40.39' �- 39.80' (laid flat) 2.s75'(34.5")�I BACK FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR 5.0' (TYP.) INSPECTION. SYSTEM IS NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING 6"CRUSHED STONE (TYP.) APPROVAL FROM BOARD OF HEALTH AND DESIGN ENGINEER. 11.1'TO FND. 1500 GAL. OVER MECHANICALLY 5'MIN. 11.50' 8. ELEVATIONS BASED ON N.G.V.D. DATUM OF 41.32' ESTABLISHED ON A - COMPACTED BASE VARIES (SEE PLAN) RAILROAD SPIKE SET IN UTILITY POLE 498/2 AS SHOWN ON PLAN. 6"CRUSHED STONE 5 OUTLET DISTRIBUTION BOX 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION 32.41' 22"ZABEL FILTER OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.= * 34.80' BIODIFFUSERS END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE MODEL#A1801-4x22 GAS BAFFLE COMPACTED BASE BASE. FIRST TWO FEET OF OUTLET ( ) AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY PIPES TO BE LAID LEVEL. * DISCREPANCIES TO THE DESIGN ENGINEER. NOTE: PROPOSED 1500/500 GALLON TWO COMPARTMENT H-10 SEPTIC TANK BIODIFFERS (PROFILE) EL. OF WEQUAQUET LAKE PER BOH SEPTIC TANK SHALL BE LENGTH 12'-2" WIDTH 6-8" DEPTH 51-8" DIMENSION AS PER CROSS SECTION VIEW 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE WATERPROOF AND WATERTIGHT. WIGGIN PRECAST CORP. DISTRIBUTION BOX DETAIL 1 2 - ARC 36 (#3613 B D) B I O D I F F U S E RS STRUCTURES SHALL BE MADE WATERTIGHT. `CONTRACTOR TO VERIFY EXISTING ELEVATIONS PRIOR SEPTIC TANK PROFILE POCASSET, MA 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR TO ANY WORK& NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE (800)564-6774 NOT TO SCALE NOT TO SCALE ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. BUOYANCY CALCULATIONS Benchmark NOTE TO CONTRACTOR: " TEST PIT DATA , TEST PIT DATA 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS RR Spike in U.P. e.� 1.) MAGNETIC MARKING TAPE SHALL BE ong PERC No.: 12403 1 PERC No.: 12403 LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE PROPOSED 1,500/500 GALLON H-10 SEPTIC TANK: Elev. =41.32' /� GJ� PLACED ALONG THE TOP EDGE OF EACH Pt INSPECTOR: Donna Z. Miorandi, R.S. INSPECTOR: Donna Z. Miorandi, R.S. THEY SHALL WITHSTAND H-20. LOADING. HIGH GROUNDWATER EL.= 34.80' N.G.V.D. SEPTIC SYSTEM COMPONENT. p SOIL EVALUATOR: Michael Pimentel, E.I.T. SOIL EVALUATOR: Michael Pimentel, E.I.T. 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. TOP OF SEPTIC TANK EL. = 38.08' �yQ� UP 49 /2 �/ L ("� (� 14. WHERE REQUIRED, BOTTOM OF SEPTIC TANK EL. =32.41' �# C V DATE: November 3, 2008 DATE: November 3, 2008 CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE WATER DISPLACED -(34.80'-32.41')x 12.17'x 6.67' = 194 C.F. ��` / • MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. - PJ \ \ 404 w / TEST PIT#: 1 TEST PIT#: 2 REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, FINES WEIGHT OF DISPLACED WATER= 194 C.F. x 62.4 LB/C.F. = 12,106 LBS OF� f O ELEV TOP - 40.00' ELEV TOP- 40.00' OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). WEIGHT OF H-10 1,500/500 GALLON SEPTIC TANK=22,000 LBS. / \ fin:--. / `�A, t - - SOIL COVER= 0 1, - /5 08' x GALLON x 6.6 I = 172 C.F. OG / '� -=-fi 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN ( ) PROPOSED 1500/500 GALLON TWO . Pt ELEV WATER= *34.80'(see above) ELEV WATER= *34.80'(see above) WEIGHT OF SOIL ABOVE TANK= 172 C.F. x 120 LB/C.F. =20,650 LBS GUY 6 i SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. COMPARTMENT H-10 SEPTIC TANK a +' 16. PROPOSED PROJECT IS LOCATED WITHIN: 22,000+20,650=42,650 LBS> 12,106 LBS; THEREFORE ACCEPTABLE / �q IRE :Ny PERC RATE _ <2 MIN/IN I PERC RATE _ LSA Op .'�, , DEPTH OF PERC = 28"-46" I DEPTH OF PERC- ASSESSORS MAP 230 PARCEL 85 J� �/ rod' QP` W • • ; OWNER OF RECORD: SIDNEY K. HORTON, JR. and ZELMA C. BEARSE / : ,o G. o �• , ! i TEXTURAL CLASS: 1 TEXTURAL CLASS: 1 Q� P��l ,,�0� ` �,a� •++ w • • /f i - - ADDRESS: 531 MATTAKESSETT ROAD , Q / / `L '+•• • • •}�� 1 0" 40.00' 0" 40.00' PEMBROKE, MA 02327 � PROPOSED CLEANOUT / o k+ ��'��•• «•�'�• + ., �{ • Fill Fill FEMA FLOOD ZONE C 1 0 • ` �/ AS SHOWN ON COMMUNITY PANEL# 250001 0005 C � � / o / � � +. �d / 8 39.33 8 39.33 GARAGE ; !! A Loamy Sand Loamy Sand 17. PLAN REFERENCE: ' • :,�,• �v�` 10Yr 3/1 A 10Yr 3/1 1.) PLAN BOOK 121, PAGE 125 AND 2.)PLAN BOOK 122, PAGE 89 4 spa S 18. DEED REFERENCE: � w • 18" 38.50' 18" 38.50' LSA inv=37.5'± i 1.) BOOK 14604, PAGE 178 PROP. D-BOX y 2 - •'� Loam Sand Loam Sand Y Y 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. �� � � • ! ` B 10Yr 5/6 B 10Yr 5/6 o O p O �? 20. PROPERTY LINE INFORMATION IS APPROXIMATE, ONLY. THIS PLAN IS TO BE USED ONLY REMOVE UNSUITABLE MATERIAL DOWN TO"C-SOIL" / y� CBi 2 'QiG � j FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY AND REPLACE WITH CLEAN COARSE SAND \ / �O�i ��'9 O / 28" 37.66' 28" 37.66' ( FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. Perc 40- � L� _ _ Med.-Coarse Sand EXISTING WA-TER LINE TO BE REMOVED � /r 0 11.1' �"�--EXISTING CESSPOOL TO BE + � • . � 46 .'.Med.-Coarse Sand 36.16' 2.5Y 6/6 36.16' AND RELOCATED AS SHOWN / ��1b' �� C o 06 �o / PUMPED AND FILLED WITH C 2.5Y 6/6 (5/o Gravel) (LEAN, COARSE SAND (5% Gravel) PROPOSED 12 ARC36 (#3613BD) Q- ( SHRUBS Mottling @ 80„ �� Mottling @ 80" �7 BIODIFFUSERS (3 BIODIFFUSERS PER ROW) ` \ J) PROPOSED 90' SWEEPING LOCUS PLAN 80 - = 33.33 801, -- 33.33' / �C. / P 1 / #73 p BEND WITH CLEANOUT Damp Soil @ 110" Damp Soil @ 110"7 1 !�. O / EXISTING , 1101, - = 30.83' 110' - -- - 30.83' 40.0' SCALE: 1"= 1000' 2-BEDROOM 120" 30.00' 120" 30.00' o i No Standing or Weeping Encountered. No Standing or Weeping Encountered. C I DWELLING s \�. TOF = 40.7'± . - MAP 230 DESIGN DATA LEGEND MAP 230 O (CRAWL) PARCEL 84 NUMBER OF BEDROOMS 2 DOSING & STORAGE REQUIREMENTS PROPOSED INSPECTION PORT (TYP OF 4) _ PARCEL 85 DESIGN FLOW 110 GAUDAY/BEDROOM X100.00 EXISTING SPOT GRADE 0 l '`r° �p PROPOSED 1.2' 0.23 ACRES± DESIGN FLOW: 220 GPD •S•�' � �. TOTAL DESIGN FLOW 220 GAUDAY �O �� \ '_- - COUPLING DOSING REQUIRED: 4 CYCLE/DAY -- -- -100 -- -- EXISTING CONTOUR PROP. 40 MIL. TYP OF 2) DESIGN FLOW X 200 % = 440 GAUDAY 220 GPDA=55 GAUCYCLE IMPERVIOUS � C/O ( , 1 O2 PROPOSED SPOT GRADE GEOMEMBRANE LINER D� / USE PROPOSED 1,500/500-GALLON TWO COMPARTMENT SEPTIC TANK DISTANCE REQUIRED BETWEEN PUMP {SLAB) , ON AND PUMP OFF FLOATS: 1 OZ PROPOSED CONTOUR PROP. 2'± RETAINING WALL ^ 4 �� 55 GAUCYCLE 125 GAUFT = 0.44 FT/CYCLE INSTALL 12 - ARC 36 #3613BD BIODIFFUSERS (USE 0.50'TO PROVIDE FOR BACKFLOW) -X-X-X-X-X-X-X-X EXISTING FENCE LINE SWING TIES p � � � �� , � j ( ) SCALE. 1 =10 STORAGE REQUIRED ABOVE WORKING LEVEL:220 GAL. ❑/H/W EXISTING OVERHEAD WIRE �cl� \ �� / SYSTEM CAPACITY STORAGE PROVIDED ABOVE WORKING LEVEL:250 GAL. DESCRIPTION HC-1 HC-2 CB of \� 3 �' (TOTAL L.F. OF BIODIFFUSERS &COUPLINGS)(4.8 SF/LF) (0.74 GPD/SQ.FT.)=GPD W W_ EXISTING WATERLINE SEPTIC COVER IN (1) 29.9' 31.5' (62.4')(4.8 SF/LF)(0.74 GAUSQ.FT.)= 221.6 GAL. LEACHING/DAY W W-a- PROPOSED WATERLINE SEPTIC COVER OUT(2) 33.4' 35.0' TOTALS: ■ TEST PIT LOCATION BIODIFFUSER CORNER(3) -- 21.7' 12.7' PROPOSED WATER LINE- / �. TOTAL NUMBER OF BIODIFFUSERS: 12 EO ECTIVE LEACHING AREA OF TOTAL NUMBER OF COUPLINGS: 2 4.80 SF/LF OBTAINED FROM PROPOSED 1,500/500 GALLON / BIODIFFUSER CORNER(4) -- 10.7' 22.7' � � TOTAL LEACHING AREA: 299.5 THE DEPARTMENT OF ENVIRONMENTAL PROTECTION O O O PROPOSED SEWER PIPE TO / APPROVAL LETTER"MODIFIED CERTIFICATION FOR TWO COMPARTMENT H-10 SEPTIC TANK BIODIFFUSER CORNER(5) -- 15.9' 31.3' BE SLEEVED AS SHOWN PROPOSED 90° SWEEPING �, TOTAL LEACHING CAPACITY: 221.6 GENERAL USE" ISSUED TO ADVANCED DRAINAGE SYSTEMS, BEND WITH CLEANOUT /3 , INC. ON OCTOBER 3, 2003 (LAST MODIFIED JULY 23, 2008). PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE BIODIFFUSER CORNER(6) -- 24.8' 24.7' EXISTING CESSPOOL TO BE / / TRANSMITTAL NUMBER=W000052. PUMPED AND FILLED WITH / PROPOSED 2"SOLID SCHEDULE 40 PVC FORCEMAIN C CLEAN, COARSE SAND / / / INSTALL 1-1/4"PVC TO HOUSE. JOINTS TO BE (MADE WATERTIGHT. WIRE PUMP AND FLOATS TO SIMPLEXPROPOSED ARC 36(#36136D)BIODIFFUSER / CONTROL PANEL No. 1-CC2 NEMA-1 MFG. HOOVER a PROPOSED ARC 36 (#3613BD)COUPLING MAP 230 / INSTRUMENTS. ti��o 36� / NEMA 4 JUNCTION BOX CORROSION RESISTANT HOISTING CABLE 7 x 19 STAINLESS STEEL PARCEL 86 �� r',p� / & LIQUID-TIGHT CABLE CONNECTORS 1/8" DIA./ 1,760 LB. STRENGTH (6 (3 SOO,��y SUPPORTED CONNECTORS SUPPORTED BY 1-1/4" REV. DATE BY APP'D. DESCRIPTION PVC CONDUIT, JOINTS TO BE MADE WATERTIGHT 2"BALL VALVE w/ UNIONS SCH. 80 PVC ---- - - - GEORGE FISHER CO. MODEL NO. 560 PROPOSED SEPTIC SYSTEM UPGRADE 0 2) � / f/ M 4T6 3" 2"SCH. 40 TO D-BOX PREPARED FOR: 0 O MOLD PRECAST TANK WITH RUBBER CAPEWIDE ENTERPRISES 0 ��/ ° _ 48" ALARM ON GASKET FOR INLET AND OUTLET I` LIQUID KNOCKOUTS. INSTALLER TO ALSO USE LOCATED AT 0 / oFQ LEVEL PUMP ON o HYDRAULIC CEMENT AT ALL PIPE 73 LAKE DRIVE / C�j PUMP k\i CONNECTIONS TO ENSURE WATER 5) 4) / �° TIGHTNESS. CENTERVILLE, MA 02632 HC-1 / ~MELODY POND" "SCH. 40 TEE w/CLEAN-OUT CAP / (2)WIDE ANGLE CONTROL FLOATS J/ b o SCALE: 1 INCH = 10 FT. DATE: NOVEMBER 19, 2008 / (NGVD EL. = 32.8'± BASED ON (BARNES 073618) BALL CHECK VALVE SCH. 80 PVC 100 FIELD SURVEY ON 10-31-08) 1: PUMP ON/OFF 120 ACTIVATION P.S.I. FLOWMATIC MODEL No. 208S o 5 10 20 40 FEET 2: ALARM ACTIVATION 1/4"WEEP HOLE IN DISCHARGE PIPE "SCH. 40 PVC DISCHARGE PIPE CHURCHILL y° PREPARED BY: 2 NOTES: JOHNL. ��a JC ENGINEERING, INC. o w 1.) TANK TO BE WATERTIGHT AND WATERPROOF AND CERTIFIED BY BARNES SE411 PUMP, 0.4 H.P., 115 V, 1750 4ML 2854 CRANBERRY HIGHWAY MANUFACTURER. RPM, 2" DISCHARGE PASSING 1-1/2"SOLIDS 4 7 EAST WAREHAM, MA 02538 r 2.) ALL ELECTRICAL CONNECTIONS ARE TO BE MADE OUTSIDE THE TANK. (IMP. DIA. 4.25")OR EQUAL SITE PLAN �,,- ' _ -508.273.0377 SCALE: 1"= 10' PUMP CHAMBER DETAIL / 1/ Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.1517