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Home My WebLink About0030 HANE ROAD - Health 30 Hano Road Marstons Mills . A'1151 -'008 -005 { fuz- � ✓ I Commonwealth of Massachusetts 1 Title 5 Official Inspection Form Not for Voluntary Assessments Subsurface Sewage Disposal System Form Inspection results must be submitted on this form or on the official Title 5 Inspection Form dated 6115/2000. Inspection forms may not be altered in any way. A. Certification Important: When filling out 1. Property Information: forms on the computer,use 30 Hane Road rn S O b only the tab key Property Address to move your Curt and Joanne Ainsworth cursor-do not use the return Owner's Name key. same r Owner's Addr?Ma�rsirnsKills �I own of Barnstable MA 02632 City/Town State Zip Code Date of Inspection: 7/25/2007 Date 2. Inspector: James D Aguiar Jr. Name of Inspector Tri-Spec Corporation Company Name 1779 Meridian Street Company Address Fall River MA 02720 Cityrrown State Zip Code 508-676-7784 Telephone Number i s e Certification Statement: i 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 15.3�40 of Title 5(310 CMR 15.000).The system: r_— m ® Passes ❑ Conditionally Passes ❑ Fails CD ❑ Needs Further Evaluation b the Local Approving Authority Y PP 9 -- 7/25/2007 I pe _ re Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system 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. 7-07 Barnstable,30 Hane Road.doc•11/2004 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 1 of 16 Commonwealth of Massachusetts Title 5 Official Inspection Form Not for Voluntary Assessments y` Subsurface Sewage Disposal System Form A. Certification (cont.) 30 Hane Road Property Address Centerville/Marsons Mills(Town of Barnstable) MA 02632 City/Town State Zip Code Curt and Joanne Ainsworth 7/25/2007 Owner's Name Date of Inspection 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: *septic tank needs to be.pumped-excessive thickness in scum layer was present-no signs of carryover, however pumping is required B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Answer yes, no or not determined (Y, N, ND) in the ❑ f he following statements. If"not determined," please explain. ❑ The septic tank is metal and over 20 year d*or the septic tank(whether metal or not) is structurally unsound, exhibits substanf infiltration or exfiltration or tank failure is imminent. System will pass inspection if the e ' ting tank is replaced with a complying septic tank as approved by the Board of Healt "A metal septic tank will s inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicati that the tank is less than 20 years old is available. ND Explain: 7-07 Barnstable,30 Hane Road.doc 11/2004 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 2 of 16 Commonwealth of Massachusetts Title 5 Official Inspection Form ° Not for Voluntary Assessments Subsurface Sewage Disposal System Form A. Certification (cont.) 30 Hane Road Property Address Centerville/Marsons Mills(Town of Barnstable) MA 02632 Cityrrown State Zip Code Curt and Joanne Ainsworth 7/25/2007 Owner's Name Date of Inspection B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ obstruction is removed ❑ distribution box is leveled or replaced ND Explain: ❑ The system required pumXe n 4 times a year due to broken or obstructed pipe(s). The system will pass inspectiroval of the Board of Health): ❑ broken pipe(s)ar ❑ obstruction i emoved ND Explain: C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is wit ' 0 feet of a surface water ❑ Cesspool or pr' Is within 50 feet of a bordering vegetated wetland or a salt marsh 7-07 Barnstable,30 Hane Road.doc•11/2004 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 3 of 16 I Commonwealth of Massachusetts Title 5 Official Inspection Form Not for Voluntary Assessments y` Subsurface Sewage Disposal System Form A. Certification (cont.) 30 Hane Road Property Address Centerville/Marsons Mills (Town of Barnstable) MA 02632 Cityrrown State Zip Code Curt and Joanne Ainsworth 7/25/2007 Owner's Name Date of Inspection C) Further Evaluation is Required by the Board of Health (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 stem (SAS) and the SAS is within 100 feet of a surface water supply or tributary t a surface water supply. ❑ The system has a septic tank and SAS nd the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank nd SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a sep ' tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private ater supply well". Method used to d rmine distance: *"This system passes ' the well water analysis, performed at a DEP certified laboratory, for coliform bacteria and olatile organic compounds indicates that the well is free from pollution from that facility and the esence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided the o other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: 7 7-07 Barnstable,30 Hane Road.doc•11/2004 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 4 of 16 i Commonwealth of Massachusetts lugTitle 5 Official Inspection Form Not for Voluntary Assessments Subsurface Sewage Disposal System Form A. Certification (cont.) 30 Hane Road Property Address Centerville/Marsons Mills(Town of Barnstable) MA 02632 Cityrrown State ZipCode Kile LLoyd 7/25/2007 Owner's Name Date of Inspection 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 El ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than %day flow ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: 0. ❑ ® 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 coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility 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.] Yes No ❑ ® 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. 7-07 Barnstable,30 Hane Road.doc•11/2004 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 5 of 16 I Commonwealth of Massachusetts Title 5 Official Inspection Form Not for Voluntary Assessments r` Subsurface Sewage Disposal System Form A. Certification (cont.) 30 Hane Road Property Address Centerville/Marsons Mills(Town of Barnstable) MA 02632 City/Town State Zip Code Curt and Joanne Ainsworth 7/25/2007 Owner's Name Date of Inspection 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 o surface drinking water supply ❑ ❑ the system is within 20 et of a tributary to a surface drinking water supply ❑ ❑ the system is loca in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA) a mapped Zone II of a public water supply well If you have answered "yes"to a question in Section E the system is considered a significant threat, or answered"yes" in Section above the large system has failed. The owner or operator of any large system considered a sign' ant threat under Section E or failed under Section D shall upgrade the system in accordance h 310 CMR 15.304. The system owner should contact the appropriate regional office of epartment. 7-07 Barnstable,30 Hane Road.doc•11/2004 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 6 of 16 I Commonwealth of Massachusetts Title 5 Official Inspection Form ° Not for Voluntary Assessments Subsurface Sewage Disposal System Form B. Checklist 30 Hane Road Property Address Centerville/Marsons Mills (Town of MA 02632 Barnstable) State Zip Code Curt and Joanne Ainsworth 7/25/2007 Owner's Name Date of Inspection Check if the following have been done. You must indicate"yes" or"no" as to each of the following: YES NO ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? Were as built plans of the system obtained and examined? (If they were not ® ❑ available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® El 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(3)(b)] 7-07 Barnstable,30 Hane Road.doc•11/2004 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 7 of 16 Commonwealth of Massachusetts Title 5 Official Inspection Form Not for Voluntary Assessments Subsurface Sewage Disposal System Form C. System Information 30 Mane Road Property Address Centerville/Marsons Mills(Town of Barnstable) MA 02632 Cityrrown State Zip Code Curt and Joanne Ainsworth 7/25/2007 Owner's Name Date of Inspection Residential Flow Conditions: Number of bedrooms(design): 4 Number of bedrooms (actual): 3 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 440 Number of current residents: 3 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ❑ Yes ® No Seasonaluse? ❑ Yes ® No Water meter readings, if available(last 2 years usage(gpd)): 365 GPD Sump pump? ❑ Yes ® No Last date of occupancy: current Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Canons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank pres ? ❑ Yes ❑ No Non-sanitary waste dischar d to the Title 5 system? ❑ Yes ❑ No Water meter readings ' available: Last date of occ ancy/use: Date Other(describe): 7-07 Barnstable,30 Hane Road.doc•11/2004 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 8 of 16 Commonwealth of Massachusetts Title 5 Official Inspection Form ° Not for Voluntary Assessments r` Subsurface Sewage Disposal System Form C. System Information (cont.) 30 Hane Road Property Address Centerville/Marsons Mills (Town of Barnstable) MA 02632 City/Town State Zip Code Curt and Joanne Ainsworth 7/25/2007 Owner's Name Date of Inspection General Information Pumping Records: Source of information: none 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) ❑ Tight tank. Attach a copy of the DEP approval. ® Other(describe): Leaching Galleries Approximate age of all components, date installed (if known) and source of information: 5 years/ System installed 11/2002' Were sewage odors detected when arriving at the site? ❑ Yes ® No 7-07 Barnstable,30 Hane Road.doc•11/2004 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 9 of 16 Commonwealth of Massachusetts Title 5 Official Inspection Form Not for Voluntary Assessments y` Subsurface Sewage Disposal System Form C. System Information (cont.) 30 Hane Road Property Address Centerville/Marsons Mills(Town of Barnstable) MA 02632 Citylrown State Zip Code Curt and Joanne Ainsworth 7/25/2007 Owner's Name Date of Inspection Building Sewer(locate on site plan): Depth below grade: 2 feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line. 30+feet Comments (on condition of joints, venting, evidence of leakage, etc.): *all OK Septic Tank(locate on site plan): Depth below grade: 1 feet Material of construction: ® concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance?(attach a copy of El Yes El No certificate) Dimensions: 1500 gallon (typical) Sludge depth: normal Distance from top of sludge to bottom of outlet tee or baffle ok Scum thickness excessive Distance from top of scum to top of outlet tee or baffle 1" Distance from bottom of scum to bottom of outlet tee or baffle 12" How were dimensions determined? field pole 7-07 Barnstable,30 Hane Road.doc•11/2004 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 10 of 16 Commonwealth of Massachusetts Title 5 Official Inspection Form Not for Voluntary Assessments Subsurface Sewage Disposal System Form M C. System Information (cont.) 30 Hane Road Property Address Centerville/Marsons Mills(Town of Barnstable) MA 02632 Cityrrown State Zip Code Curt and Joanne Ainsworth 7/25/2007 Owner's Name Date of Inspection 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 should be pumped as a preventive measure 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 of outlet tee or baffle Distance from bottom of um to bottom of outlet tee or baffle Date of last pumpin : Date Comments(on p ping 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 ❑ met ❑ fiberglass ❑ polyethylene ❑ other(explain): 7-07 Barnstable,30 Hane Road.doc•11/2004 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 11 of 16 Commonwealth of Massachusetts Title 5 Official Inspection Form Not for Voluntary Assessments ug Subsurface Sewage Disposal System Form l C. System Information (cont.) 30 Hane Road Property Address Centerville/Marsons Mills(Town of Barnstable) MA 02632 Cityrrown State Zip Code Curt and Joanne Ainsworth 7/25/2007 Owner's Name Date of Inspection Tight or Holding Tank(cont.) Dimensions: Capacity: gallons Design Flow: Ions per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes❑ No Date of last pumping: Date Comments (condition alarm and float switches, etc.): Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert normal 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.): *all ok Pump Chamber(locate on site plan): Pumps in working order:. ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No 7-07 Barnstable,30 Hane Road.doc•11/2004 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 12 of 16 Commonwealth of Massachusetts w: Title 5 Official Inspection Form Not for Voluntary Assessments ` Subsurface Sewage Disposal System Form C. System Information (cont.) 30 Hane Road Property Address Centerville/Marsons Mills(Town of Barnstable) MA 02632 Cityrrown State Zip Code Curt and Joanne Ainsworth 7/25/2007 Owner's Name Date of Inspection Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System SAS locate on site Ian, excavation not required): p Y ( ) ( P If SAS not located, explain why: Type: ❑ leaching pits number: ❑ leaching chambers number: ® leaching galleries number: 3 ❑ 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.): excellent working order-no signs of SAS failure 7-07 Barnstable,30 Hane Road.doc•11/2004 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 13 of 16 Commonwealth of Massachusetts Title 5 Official Inspection Form Not for Voluntary Assessments y` Subsurface Sewage Disposal System Form C. System Information (cont.) 30 Hane Road Property Address Centerville/Marsons Mills(Town of Barnstable) MA 02632 Cityrrown State Zip Code Curt and Joanne Ainsworth 7/25/2007 Owner's Name Date of Inspection Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of iliquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwat Inflow ❑ Yes ❑ No Comments (note c dition 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 aulic failure, level of ponding, condition of vegetation, etc.): 7-07 Barnstable,30 Hane Road.doc•11/2004 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 14 of 16 Commonwealth of Massachusetts Title 5 Official Inspection Form Not for Voluntary Assessments r` Subsurface Sewage Disposal System Form C. System Information (cont.) 30 Hane Road Property Address Centerville/Marsons Mills(Town of Barnstable) MA 02632 Cityrrown State Zip Code Curt and Joanne Ainsworth 7/25/2007 Owner's Name Date of Inspection Sketch Of Sewage Disposal System: Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. 7-07 Barnstable,30 Hane Road.doc•11/2004 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 15 of 16 I Commonwealth of Massachusetts Title 5 Official Inspection Form Not for Voluntary Assessments Subsurface Sewage Disposal System Form C. System Information (cont.) 30 Hane Road Property Address Centerville/Marsons Mills(Town of Barnstable) MA 02632 Cityrrown State Zip Code Curt and Joanne Ainsworth 7/25/2007 Owner's Name Date of Inspection Site Exam: Slope 557MLP Fc47 `e / $ Surface water Check cellar Shallow wells lvo^-4— Estimated depth to ground water: /O 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: no plans on file 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: 'site conditions are dry.-home is constructed on the slope of a hill -no weeping of groundwater found anywhere on the property. lowest elevation on the site was 10 below the septic system elevation with no sgns of seepage from groundwater or septic effluent. 7-07 Barnstable,30 Hane Road.doc-11/2004 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 16 of 16 TOWN OF BARNSTABLE / L LOCATION L� .1� SEWAGE # j VILLAG , ' ASSESSOR'S MAP& LOT LL/0c'rY'�=o r INSTALLER'S NAME&PHONE NO.,ARdd W_&, � Avg-833 777fl SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO.OF BEDROOMS ` BUILDER OR OWNER Lam' dOd�teP /�Sl I PERMITDATE: 167110614'2 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 1 achionF facility) Feet Furnished by i Z �o' A �-3 2 37 ' 23E5 , lap s ^ � ,46_ a� Tadco Consultants S06 99S-6002 12191/02 09:29A P.002 TED DUMAS TADCO CONSULTANTS 26 COMPASS LANE DENNIS, MA 02638 Telephone 508-385-2425 Fax 508-385-6003 December 17,2002 Mr. David Stanton Barnstable Public Health Division 200 Main Street Hyannis,MA 02601 RE: Septic system @ Lot 5,Hane Road, Marstons Mills,MA Dear David: i On December 3, 2002, I made a final on-site inspection of the installation of the septic system for the above referenced property and found the system to be in substantial compliance with acceptable tolerances to the Massachusetts Sanitary Code Title 5 and the approved plan by Tadco Septic Design dated 1/3/00, and revised on 4/l/02, 10/2102 and on 11/7/02, and the As-Built submitted by the installer. At the time of inspection,the sewer line was not connected to the tank If you have any questions,please feel free to call me. Very truly yours, - a: •,:•��,�. 'ASS i Theodore A Dumas, R.S� No.61 TAD/mgd S4 N!FAR% File TADCO CONSULTANTS TED DUMAS 26 COMPASS LANE DENNIS, MA 02638 phone 508-385-2425 Fax 508-385-6003 December 17, 2002 Mr. David Stanton DEC 2 �002 Barnstable Public Health Division of BAR�STABLE 200 Main Street TOW HEALTH DEPT Hyannis,MA 02601 RE: Septic system @ Lot 5,Hane Road,Marston Mills,MA Dear David: On December 3, 2002, I made a final on-site inspection of the installation of the septic system for the above referenced property and found the system to be in substantial compliance with acceptable tolerances to the Massachusetts Sanitary Code Title 5 and the approved plan by Tadco Septic Design dated 1/3/00, and revised on 4/l/02, 10/2/02 and on 11/7/02, and the As-Built submitted by the installer. At the time of inspection,the sewer line was not connected to the tank. If you have any question,please feel free to call me. Very truly yours, Theodore A. Dumas,R.S. TAD/mgd File r TOWN OF BARNSTABLE V LOCATION L� SEWAGE # VILLAG �4 ASSESSOR'S MAP & LOT 1: / INSTALLER'S NAME&PHONE NO.d444aWe_ SEPTIC TANK CAPACITY /,4_00�/ 9c9Z .�m8-833-�777a LEACHING FACILITY: (type) (size) NO. OF BEDROOMS BUILDER OR OWNER O �� PERMITDATE: fd��D Z COMPLIANCE DATE: lI 6 d 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 11,qaching facility) Feet Furnished by i A -4. ® 2 0� t ' No. V / _ Feed` THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Zipprication for Miquar *pgtem Cow5truction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. j Owner's Name,Address and Tel.No. t Assessor's Map/Parcel !S/_ 7—-5" �C,� I. ,. S v c3 6w ZO Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Mrc CC Type of Building: Dwelling No.of Bedrooms Lot Size ;i,3 / sq.ft. Garbage Grinder mil) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures i Design Flow gallons per day. Calculated daily flow gallons. Plan Date oc fo Number of sheets l Revision Date Title l v Size of Septic Tankk I6`60 Type of S.A.S. Description of Soil e � Nature of Repairs or Alterations(Answer when applicable) ——— DESIGNING ENGINEER MUST SUPERVi ; 1,V01;ALLM160114914 iViYY YYf._ !CCORDANCE TO PLAN. 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 f Ti le 5 of t EnvironmP t e and not to place the system in operation until a Certifi- cate of Compliance has been iss this Signed Date Application Approved by CC Date Z? Application Disapproved for the following reasons Permit No. 'Z-6d 1 —09P Date Issued ?' �3 a o ' s THE COMMONWEAL' H OF MASSACHUSETTS Entered in computer: (_es t .PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS � >t 21ppYicatiott for Miopooal *ps�tetn Con eruct%ors errrY t j, Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) El Complete System ❑Individual Components Location Address or Lot No. S Owner's LNgine,-Addd}ress and Tel.No. 3 0 /tq/b L= duo _ �t r Assessor's Map/Parcel �S �` X" .C30 ,.D ,,A J t s f Lid A- 0 a 6Go ' Installer's Name,Address,and Tel.No. a, Designer's Name,Address and Tel.No. Type of Building: 72,— Lot Size a•3,33 / s ft. Garba e Grinder Dwelling No.of Bedrooms � q. g (I� Other Type of Building.. i° No.of Persons Showers�f, ) Cafeteria( ) Other Fixtures E - Design Flowl gallons per day. Calculated daily flow 3 y�" gallons. Plan Date / y P'X061c3Number of sheets / Revision Date 11 - Title / 7 v 2 - Size of Septic.Tank /6-D D Type of S.A.S. t-,4,v caj r o J �+ Description of Soil 6 6181- 0 t f ~ ` a. Nature of Repairs or Alterations(Answer when applicable) Date last inspected: v Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described oh-site sewage disposal system in accordance with the provisions of Title 5 of the Environmj tal Cad and not to place the system in operation until a Certifi- cate of Compliance has been issue e b this Bo. d <f 1Ghf { Signed Date Application Approved by o C '� Date Application Disapproved for the following reasons r' Permit No. 'Z 6d / "0 9 Date Issued 2 �3 o>/ --------------------------------------- THE COMMONWEALTH`OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned( )�e` at G t,+nR_ /� ��a i �) hLc has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. `Tirir '"U�d"dated Z�Z 3�/O Installer _ Designer The issuance of this permit shall not be construed as a guarantee that the syste ill function as design d. Date 1 !��6 u Inspector k.. X 1 ---I^—' ----------------------------------- No. Zoo / 0 9,"r— Fee I ev, ,...�" THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS �13i5po5al f).-VIIpair .Oem �Conotruction 3permit Permission is hereby granted to Constructns ( ( )U grade( )Abandon( ) System located at O i W h-�LZ 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:Construction must be completed within three years of the date of INC) ermit. J Date: Approved by � � No. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS. ApplicatiPn for Miq;pozat *v5tem QCon!5truction Permit Application for a Permit to Construct( )Repair( )Upgrade( }Abandon( ) E Complete System . El Individual Components Location Address or Lot No. -j Owner's Name,Address and Tel.No. 4 Assessor's Ma /Pazcel �S/_ �� c' ' :FAg C4 6we �. In{sttaller's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. _ Type of Building: (�=S c h►Q�I/``` Dwelling No.of Bedrooms Lot Size )a- 33 / sq. ft. Garbage Grinder VL)) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow Y gallons. A Plan Date 'AoW Number of sheets f Revision Date Title Size of Septic Tank !3'o D Type of S.A.S. "2 1�_A c3 ca-) Description of Soil e-C I a. r; Nature of Repairs or Alterations(Answer when applicable) i; Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date 2- Z? O' Application Disapproved for the following reasons Permit No: r2ll�d ( —,0 Date Issued 2 �3 O I —————————— —- -———————— THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, AS SACHUSET 1 S Certificate of (Lon, pfia"ce THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( ) I Abandoned( ) y at 30 r GL-r s� — has bee�onstructed in acc rdance with the provisions of Title 5 and the for Disposal System Construction Permit No. 0 P dated T Z 5Z 0- Installer Designer Tyre issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector i i ----------------------------------------/—may-- No. —o Fee ` u v f THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION BARNSTABLE, MASSACHUSETTS igt30.a em C0n$tructiott hermit Permission is hereby granted to Construct( )Repair( )U grade( Abandon( ) System located at O � 90�, 4-1f�",7 + `€ and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5-and the following local provisions or special conditions. E � r a'; Provided: Ctnstructionmust be completed within three years of the date of this permit. q. . kt' . Date: Approved by Town of Barnstable P# Department of Health,Safety,and Environmental Services HE Public Health Division Date Q 367 Main Street,Hyannis MA 02601 ]/M' BARNSTABI$ • // q MASS ArFDFMtA Date Scheduled ® �(/ Time Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: 0NL!/a— /6-,VCrft L.T Witnessed By: hOJ�It�J/a' ►VI I172►g1.1 1�) LOCATION & GENERALINFORMATION Location Address ( OTAS, 46(JFj P -b Owner's Name 1,1J� 82�fY1S �L� Address S.I�nr1tS� ✓Y1� Assessor's Map/Parcel: Engineer's Name NEW CONSTRUCTION REPAIR Telephone# sg-%7S"29)2. Or 4(1 0gg2 r Land Use y-IElJ IiwEVLdA-lfr Slopes(%) Surface Stones V igs Distances from: Open Water Body 14 JA- ft Possible Wet Area ft Drinking Water Well N�A'ft t Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) Parent material(geologic) L) Depth to Bedrock - (r Depth to Groundwater: Standing Water in Hole: MIA Weeping from Pit Face 01A Estimated Seasonal High Groundwater �lT .:: DETER�..NA`TION FOR SEASONAL HIGH'WATEIt TABT E Method Used: Depth Observed standing in obs.hole: ' in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# ___. ,.._ Reading Date:,__ Index Well level Adi.factor Adj.Groundwater Level PERCOLATIONTEST Date <<► '✓l1TTle :a U(} Observation Hole# ( Time at 9" A 1� of of Perc �I 2 �q _ Time at 6" i �•3 Start Pre-soak Time @ 10•4O \'3 1 Time(9"-6") t End Pre-soak 1 o•31 1 . Lt — Oyuv �IIZ 1f.rnai rwd 1 h �101Z = G?-Vn el (t� Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) � Original- Public Health Division Observation Hole Data To Be Completed on Bacic j Copy: I Applicant r DEEP OBSERVATION HOLE LO.G Mole# _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,°°Gravel) 12y11 3\- 7,b o r2 V(/ -132 2,,c Z 12- Ib� sit "-►. cvnan•� PO i t4- to A,m DEI ,P OBSERVATION HOVE L�(� dole. Depth from Soil Horizon soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Con i tenc %Gr vel 0- 71' joy�3/� 7-32 Pi r --SZ. G 11, S , to a tole -12(a C V 2 5 e) DEEP.OBSERVATION<HOLE LOG....... .... Hale# ............ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell Mottling (Structure,Stones,Boulderes. Consistency,% ravel DEEPOBSERVATION'T30LE LOG HoXs# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Con5istency,° Gravel Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes Within 100 year flood boundary No z 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? \I If not,what is the depth of naturally occurring pervious material? Certification I certify that on 111115 (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 traindn , expertise and experience described in 310 CMR 15.017. Signature / ._. • Date TOWN OF BARNSTABLE LOCATION/ � SEWAGE # q VII..LAG ASSESSOR'S MAP & LOT�S�Oc',S=moo f i E �f/ , INSTALLER'S NAME&PHONE NO.�i4lYd�� SEPTIC TANK CAPACITY LEACHING FACILrI`Y: (type) (size) A NO.OF BEDROOMS BUILDER OR OWNER L �S PERMITDATE: fG �D.Z COMPLIANCE DATE: 11 ab v 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 i Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of Ira n facility) Feet Furnished by�o i - 2 I-o 2 • B—2 S7 ®�) i Town of Barnsta ble P# Department of Health,Safety,and Environmental Services r Ott Public Health Division Date Qr 367 Main Street,Hyannis MA 02601 ease. 'Arfay n�� Date Scheduled ® Time Fee Pd. Soil Suitability Assessment for Sewage Disposal . Performed By: N.1 t 6 ft Ur Witnessed By: !1c)mQA- M iorZ Am l:�l I,DATI.ON& El'dERAL INFORNIA ' IJN Location Address LOTS- 44 js P 6 Owner's Name } VJr .r Address S LZZnnt.S ✓h A Assessor's Map/Parcel: AM /S/�8�a Engineer's Name -MANAL NEW CONSTRUCTION REPAIR Telephone# 9,.?13--'77S'2,9)2. or 41 I oLig2_ r Land Use Meld Slopes(%) Surface Stones L igs Distances from: Open Water Body�� Nft Possible Wet Area '— ft Drinking Water Well A"ft 1 Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) . aF'L- 41 t . Parent material(geologic) fM dl/ 1 tPJ Depth to Bedrock �r Depth to Groundwater: Standing Water in Hole: MIA Weeping from Pit Face Estimated Seasonal High Groundwater/F .,..,..;. ... .. Lr�v.. .... . t' 1NA't'1CJ10T :SAS(�1AL 'wATT <T1 .:'.:.:` : <`<`> :::::: Method Used: .................................................................................. Depth Observed standing in obs.hole: ' in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well#_ ...,. Reading Date:. Index Well level..__ Adi.factor___ Adj.Groundwater Level .. .:..:: :: :..:.;:. . PEKCOLAT CJIY TOR ° : .;:.:.:. . .:: ..".....................-� -. .:; Observation �{ Hole# "� Time at 9" ZS Depth of Perc I L Time at 6" 735 Start Pre-soak Time @ (�'�� 3 I Time(9"-6") ,1 1 � End Pre-soak 10.3� II r q® ` OYILLf a ?, 'r-a-'a vol 1 n EI O.Q. Z, L z.v'n In Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N.) Original: Public Health Division Observation Hole Data To Be Completed on Back j 1 Copv: Applicant DEE'ip'0 ',Y2VATI(? 1IOL l 0 Tole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface On.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. CQnsistency.°° ra el 14- 31 I t�,�, Iu sho L, S. IU fit.( t o a,.n ............ ...... .. . . . .... AEtP O�SERVATIOIi HOIr C. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.° Gravel) 0-7 SZ C L,S to a 10/( !�z -12& C "s'G'' Z5 ®N .. OBSERVATION FTO1.E LOG :: :: Hnle `::":>» .... Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency-° ra el DEEP OESERVATI0IV MOLE .QG Ho Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.° Gravel) Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes Within 100 year flood boundary No z 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? If not,what is the depth of naturally occurring pervious material? Certification I certify that on J1 j (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 trainin expertise and experience described in 310 CMR 15.017. o _ : _ IA Id v ' -a RC1yS .. i 1 1 — All rl Ol Mo 61 ir 1 1 , , I , „ y , _ ,-- , : , i 1 11 ` :1 u � I G I t { • POO r _ _ h 1 I'. ' T 1 �vG 1/L - - - - 'Tom i � .40 d � r i � 11 {.P ,' a ...�!,.�� --�?'•:I�- --— -. { F • ` e 1. _ � 1 f { 4. r I, 3 , : Lill I � �• , � .' , � - - 11 -• I 11 ( II _ I 1 V - . r N { 11 _.-.-.. .. I I ` I I 42'-0" I I 10'x16 DECK I 27-a' 5'-6" 3'-11/2" 5'-31/2" 1'-1" II II 5'-61 �I eow ® ® -- O ; in � `- i WINDOW SCHEDULE ° ° 00 1 ! LAUNDRY NUMBER QTY R O CODE (fl KITCHEN . O b ° ° Woo 4 301/4X411/4 TW2432 FAMILY Y = W01 10 301/4X571/4 TW2446 S MA5TER W02 1 415/8X413/8 CN235 BATH W03 2 341/4X651/4 TW2852 s� W04 1 361/2X20 3/4 I CTCXWI ® O W05 1 613/4X571/4 I TW2446-2 SUP in 3'-101/2"-1 i,,J O 2e66 2866 b � � ' - - Steel Beam ab e- z - - -_ = 111"2x4 isaring wall DOOR SCHEDULE N esign by ers) QTY SIZE R/O CODE 1 9070 109X85 9-OX7-0 OVHEAD 1 3060 381/2X81 3-OX6-6 6PAN FIRE 1 6068 72X80 FWG6065 MA5TER DORM o 1 3065 381/2X83 3-OX6-8 6PAN EXT 4 4066 501/2X801/2 4.OX6-6 BI-FOLD ENTRY 6 2666 521/2X801/2 2-6XG-6 4PAN b io WING 1 5466 661/2X801/2 5-4X6-6 DI-FOLD 1 2666 321/2X80112 2-6X6-6 51-FOLD 1 2866 341/2X81 2-8XG-6 6PAN METAL UP 1 12466 301/2001/2 2-06-6 4PAN 1 306.6 381/2X801/2 3-0X6-6 51-FOLD b open to above ® ® 1 2650 321/2XG21/2 ACCESS 2 5066 621/2X801/2 5-OX6-6 BI-FOLD aosa N 4-O'l --I I 7-9" i -h 16-O" 24'-0" 8 ' FIRST FLOOR PLAN j `, 12'-13/We O 11 tt 11 N t ► " PATH o c 15EPKOOM #1 - - - - ' 13EnR00M#2 " 0 5TOKAGE p railing N ' DN t ► d,. tt , it t � t N . I Ceiling line . . - - - - - - - - - - t tl 2050 it t It it Itellt � o OPEN BELOW ► 1 � II t ► - , t i tt i i I i I • I . 5ECOND FLOOR PLAN a r 42'-0" 26-101/4" T-O" -------------- --------- - - --------------- - - ---- ! - ----------- ---------- - -- ----------- - - ------ I I • I I • ! 4'cement brick curb divider GARAGE I FOUNDATION NOTES I • ( � 1~ I I i Beam I Fdtn wall to be 8"xT10" poured concrete pocket - _ _ - I I on`IVAO"continuous footings, keyed. l ! Beam pocket - in - - - - -- - - - - I O Anchor bolts to be placed 0 6-D"o.c., I 361x3611x12" I ( max,&back T-O"from all corners(typ) 3-2x12 _ _ - -_ 5teel Beam I I O N CO wood beam -- -- -_ - - (design by others) _ I I Carrying beams are to be supported by 31/2"diameter concrete filled lally columns lower top of I ! �•-�6'-10"_ ( ! w/plater,on 30"00'x12"concrete pads or —— - -- - - - - 5/8"fire code blue wall 52" as noted I 31/2"diameter concrete �, , _ _ ' board w/1/8"skim I —— filled steel col.On 30"x _ _ —coat plaster,party — — — — — — — — - I I Fdtn walls:3000pol,3/4 stone ! W'x 12"concrete footing - - - _ _ - - - wall and ceiling I o I ! o (all co!'s and footings) or - - _ - - _ - - I I I p Conc. slabs: 3500 psi,3/8" pea stone with ! as noted fibermesh. Slabs to have expansion Joints& '-- - - - - - - - frost wall I { I I perimeter spacer 'I O Keyway and 1/2"steel �- - - - - - - - - below T-O" I �� • I Re-Rod 24"Oc/verticald - - --- - - - - I I I I 4Two rows of 1/2 re-rod placed horizontally in Ifor future retaining wall — ———— — I rear wall soo IL———— ------------------- I --- 4 ---- - -- -------------=-- ___ 2_'-21/2" 1 f 1 r�� I ! lower top �---64" 2'-4" 24'-0" -f• 18'-0" • FOUNDATION PLAN d SOIL. TESTTOP _ Of AOId 20 FT. MINIMUM FROM CELLAR A -"I t.�.�„t°`'�� ,, ' DATE OF SqL TEST 10 FT. 1RWWUN FROM SLU OR CRAK SPACE K. �,:,-�`" SCE TEST � QY 0 FT. WINfuU61 ' CLEAN SAND .' e Q. V. • ,_..,.,.�,� t c-- le,.�__ __. y11'tit'�D gY WTE � . c—I:OAiI AND SEED OBSERVATION HOLE ELEY�• _ 08SERYA7ION MC}!.F_. ELfv,• ,,;; 4' SoiEDULL 40 PvC PIPE MIN./INCH AT �.._ MiCt1ES PERCOLATION RATE � �-��- MW./1NCN AT . INC1 � . PERCOU►'110iN RATE .._:�. MwiLs . PITCH t/S PER FT. 2 .Ar1:A Of/$- TO 1/2- D TUR COLOR WO A uo STONE 1 U 44 CAST WON PIPENTREQUIRf13zfMLoAt's , �.. (OR EOUAL M"ww r "' r PtTCh 1/4� Of PER FT 1T. �. ° t� � ` .: ` .+ I t t ( CONCRM ANCHOR FLOW LINE ; v ww- T ELEV. • # r ° . ''� ELEv. - c ELEH= • I,, su ELEV, . �- � 4 t ', .. DISTRIBUTIONELE B 0 X (TO BE PLACED ON FIiW SASE) To BE WATER TESTED �C 35 ,x ..�� t1tQlCH FORMATION 1 500 GALLON if MORE THAN ONE OUTLET �. *ATER ErCCUNTUO AT QXV; WATER ENCOUNnW AT v. 4 IN45 (TA BE PLACED ON FM BASE} SOIL ABSORPTION SEPT r IC TANK 3/4' To I t/ ' li�Ex ZONE 9 SYSTEM (SAS) WASHED STONE aDXST___.___ P_+� � 7 LEGEND; D-SIGN "ALCULAT10NS SEWAGE DISPOSAL SYSTEM PROFILE US" A,a STTED � �Y' : - E�snNG spot ELFVATww 00,0 NUMBER of eEDRoa�s NOT TO SCALE OaSEAVED WATER TABLE ( ,/ / ELEY FIwALNQ CONTOUR -----00---- TOTAL DISPOSAL UNIT ..,.�. �_ F1MA1 SPOT ELEVATION TOTAL. ESTIMATED FLOW FWAL CONTOURJF (_114..GAL./BA./DAY X BR. - GAL/DAY SOIL TEST LOGAT01 PIEQUWED TIC TANK CAPACITY ....500 CAL UTILITY POLE -0- ACTUAL SIZE OF SEPTICTANK .. . GAL TOWN WATER iW SOIL CLASSIFICATION CATCH BASW • DESIGN PERCOLATION RATE Wik AN, GAS LINE EFFWENT LOAMQ RATE OAL./DAY,/S.F, LEACHWG AREA $4 FT. ` - LEADiINO CAPACITY (AREA X RATE) GAL/DAY \� RESERVE LFA"Q CAPAOTY ............ GAL/DAY NOTES: 1. ALL WORKWANSHIP AND WATERIALS 3HALL. GQNFDIW TO D.E.P. x \ TITLE 5 AND THE TOWN OF z RULES ANQ REGULATIONS FOR THE SUBSURFACE DWOUL OF XWAQL 2. ALL COVERS TO SANITARY UNTS 94" BE BROUGHT TO �41ARY PITEY 9 ALL BE OVA � �MR�TF#S"'TAG �-10 LOADING ' ARSE � ASIX Of It$ FT. oft F A� I ,+of ' UM ? OR VA I!'iW! 10 F�T Or 041*0 1114 0 ,. 4. ANY WAWl*Y UNTO VIED TO MW COVERS 10 Q ADt 94AU i ll � ,.�t. �: R. UTitITifES SIiCMA! AIRS APPRp�:, `F. I.XCAYAI'ItM��7�I�AG / ! it WAAS ! PRIOR TD OOMMEWIN4 woo 04 sit G f T, t JiiT11A OA 4TO 11'OWY GRADES WD F�vAT40 om NS AS M . All r I ! 1 r ' i r" PAACU is IN n4 K? Icy 9. LOT 3 940V I ON AWUA3 kW AS PAAca rp fr titCDt 1 ' c i r ti .Y r t _R I w I F AfA P t . a w'"""�- ''.��" t �1 W10 b� TANYA y� � _ , 1 [3AIGNEA LT APPROVE BOARD OF HEALTH - V '`. U } *A nc r t � DATE AGENT , � ,.. PROPOSED SEPTIC DESIGN I 1 r1 w r /ly/ Y .. I t f r �47 r f �. �._ PRO.ECT LOCAWN TADCO ENVIRONMENTAL CONSULTANTS ,.� 26 COMPASS LANE DENNIS, MA 02638 (508) 385-2425 cpp ` ' DATE 'ACALE X . yC aE�nsfED t - LOCATION MAP SHEET OF 20 FT. MINIMUM FROW CELLAR SOIL TEST TOP Of F'OUNDATWN DATE OF SM TEST 10 FT. WINIWUW 10 FT. WLNWUW FROM SLAB Oil CRAMIL SPACE CLEAN SAND SOIL TEST DOME BY ,' W1N= BY LOAN AN SEED OBSERVATION HOLE. 1 ELEv.- OBSERVATION HOLE,, 2 ELEvw / WW70CH I/6° PER ULE 40 PVC PIPE n 1 - 2 UYE32 �. PERCOLATION RATE -�- WIN. NCH AT `` WCHES PE�iCOLATION RATE WW./WCM AT INCHES 1/50 TC 1/2' TN R COLOR MO TT. 0 ORIt R i1O TH STONE �` CAST IRON PIPE + l-i- III VENT 1 1+ t +/ =' ?� ''' f` t� i +��tt f :ui�"? {._ NOT REQUIRED `7 r t,r� r., ,, f (OR EQUAL) WiNJWUId ' PITCH 1 4 PER FT. r / a 1 c E TE l ( 7 FLOW LINE a ANCHOR 6 SU -- ve � ELEV. • �' Bi ELLY. • ,L_._ ELEV. .. = u 2 - + L " ! DISTRIBUTION ELEV- P � I °'� 4 ZJ tiw _ ►.. Ica I = BOXwj ( ; 13 , ( � .,, ,,JE. � ► - ..<.,. (TO U PLACED ON FIRM BASE)LIOU TO 8E WATER TESTED 1500 GALLON IF WORE THAN ON€ OUTLET TRENCH IroRWATI N �} ;'fa WATER ENCOUNTUtED AT MY. • WATER ENCOUNTERED AT ELEV. • �._ 14 w (TO U PLACED ON FI+RW BASE) SOIL ABSORPTION ' s SEPTIC TANK ZONE ( -� � — �C , L4 IN 3/� TD 1 1/2 �, 114DEx ' u. t v+' r ;^_ .'.. G' .a •e =-- 39 WASHED STONE S I'STEM (SAS) I ADJUST `� _� 7 ��. • .�� LEGEND: DESIGN CALCULATIONS T 8OTrW OFEST NOTE ELEV. • CX!MNG SPOT ELEVATION OOYO NUMBER OF BEDROOMS SEWAGE DISPOSAL SYSTEM PROFILE US" ADJUSTED WATER TA= ELEV. • EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT NO NOT TO SCALE OBSERVED WATER TABLE ( / / E:.EY. . FINAL SPOT ELEVATION TOTAL EStiWATED FLOW T FINAL CONTOUR (_.U_0 GAL/B&/DAY X 8R.) GAL/DAY SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY GAL \ UTIi,1TY POLE -0- ACTUAL SIZE OF SEPTIC TANK GAL \ TOWN WATER —W SOL CLASSIFICATION CATCH BASIN • L DESIGN PERCOUTION RATE WIN./IN. \ OAS UNE ...._..._.p _ EFFLUENT LOADWG RATE GAL./DAY/S.F. LEACHWG AREA ,.._.. SQ FT. \ LEACHING CAPACITY (AREA X RATE) GAL./DAY RESERVE LEACHING CAPACITY GAL/pA'Y \\ NOTES: 1. ALL WORKWANSHIP AND WATEASALS SHALL CONFDRW TO D.E.P. TITLE 5 AND THE T'OWPd OF �~; ; RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COY MS TO SANITARY UITS SHALL BE BROUGHT TG \ WITHW 60 OF FINISHED CRADE. �6, 3. ALL. COMPONENTS Of THE SANITARY IMTEM MALL BE' CAlPASU Of .."" / i V WITHSTANDING H-110 LOADING UNLESS THEY ARE UNDER OR WITHIN 9t�O��ryfqT. ;�F t�if1�'ES PARKING AREASH-70 LOADING SHALL >bf; V\ \ .lbil +�i it OR *r�01 10 FT. Of VES OR PAMW AREAS. Yv Jt/il ��4 W Ir rA" e'er ^f,'.'""g••s +� BE t 1 \ 5. NO D�ETE ►TION HAS BEEN MADE AS TO+COWPUANCE NTH ONY NEEDED OR Z4 REQlAtAT"S. O*a-B / APfU{:ANT 15 TO OBTAIN�' 6. UTIUM SKWN ARE AP ROAMA►TE ONLY, D(CAVAT" 0ON'TRAG TOR 15 TO CALL 'NO-SAFE' AT 1-K*-322-49" AT LEAST 72 NWRS PRIOR TO COI/WLNQNG WORK ON SITE. I 7. +CONTRACTOR IS TO YUtk GRADES .",ND ELEVATIONS AS WELL AS \ SITE MtOT"S PRIOk TO OUAWEN.1149 WAK ON 71E. I!. PARCEL. IS IN FLOOD ZONE - - — — — — — — — — 9. IXT 13 5MM4 ON ASSESS0RS WAA AS A. o \\ \V A \V A \\ \\ tfV� \V A I �, t ��., L gRI�L �aL��'o�M��s __ _ v v ,� r W'0 TANYA °sue APPROVED: BOARD OF HEALTH ,o ��..� .�r I o DAiGNEAULT X j o �No. 1095 IbF t o r1 r ! DATE AGENT PROPOSED SEPTIC DESIGN I FOR ., co IMotCT LOCATION I lJ, 1 , 1 1 I I , I I I I I ► " __.�- TADCO ENVIRONMENTAL CONSULTANTS .J� 1 1 t 1 I 1 I I I j I I I i 26 COMPASS LANE, DENNIS, MA 02638 (508) 385-2425 w � 0 SCALE / �( REVISED JOB NO. I LOCATION MAP SHEET OF �; ,� , .. . SOIL TEST TW W 20 FT. WlNluuu FRou cfu�w � DATE OF Sad TEST .�L ` Oil 10 FT W"UW FROW SLAB OR CRAWL SPAC>` t ---• aC 5 +►_> ,. r .. 10 FT. MINIfrtUll CLEAN SANG Via' �� . ,r�''"' S011 TEYT DOIrE QY 40 SCHEDULE 40 PVC PIPE {—LOA11 +c08SERVATIC7N HO L& 1 ElLY• � OBSERVATION HOLE 2 AT - WN. PITCH 1/$• PER FT. i Z` LAVER OfPERCOLATKN RATE IN AT ______.� INCHES PERCOLATION RATE WW./MICH r INCHES 1/e TO 1/2• COLOR wOTT. OTHER DEPTH kORJZR OR 110 rr. tNED STONE VF'N �• CAST IRON PIPE T Q ; . , (OR EOUAL WIHf4UM REGJ,RED c. ° �� (,r�eW��s -, , ..:y��, PITCM 1/4,PfA FT. 3 1 CU, F7, Of x COlyt�iETE 1 . , FLOW UNE + '6 ANCHOR LAIN. , • . c O CM cO Q o c . -7 • IL 6 V. - ELEY. BGL�S ELLy, ,. 0 SU ELEV. - r .�, i 71 �,tZ 1> s - 1� 2, � Ai� g DISTRIBUTION ELEv. c #t } } % ; r :4 (TO BE PLACED ON FIRM &49) To BE WATER OX TES TED F �: ! 5 5?A G_}# TllE1+R1 oRWAIaI WATER ENCOUNTERED AT .. ELEV 4 IN 1500 GALLON IF BORE THAN ONE FIRM BA y2 WATER E�UNTFAEA AT ELEI� • . • 3 ` (TO BE PLAC>EO ON FIRY BASE) SOIL ABSORPTION 4 SEPTIC TANK ZONErc 1 ,_ 'f { �— .8 " � . . ,% .- n _ t? , — ram.• O a/` TO ' '/2 SYSTEM (SAS) INDEX �� WASHED STONE ADXST _ w c� .fr + t `== LEGEND: DESIGN CALCULATIONS BOT MA OF TEST HU ELEV. - E�STINO SPOT ELEVATION 00.0 NUWBER OF BEDROOUS �. A SEWAGE DISPOSAL SYSTEM PROFILE USGS ADJUSTED WATER TAM ELEV. - " ``- EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT _.NO NOT TO SCALE OBSERVED WATER TABLE ( / / } ELEV. - FINAL. SPOT ELEVATION TOTAL ESnYATED FLOW D AAY SSOIL TESAL T TLOCATION OUR REQUIRED nC TANK CAPACITY �, ;!' GAL U u \ UTILITY POLE - - ACTUAL SZE OF SEPTIC TANK GAL �. TOWN WATER � W •�•� SOIL CLASSIi1CATION CATCH BASIN DESIGN PERCOLATION RATE uiN./IN. \ GAS LINE 0 EFFLUENT LOADING RATE GAL/DAY/S.F. LEACFYNO AREA SQ FT. LEACHNO CAPACITY (AREA X RATE) M� GAL LAY fit,:• rx�, t->�:i.'� g f`�'��' l�t:°:'t:.�.+ ; _ fi. , ... ,.. -_.. y ;,- RESERVE LEA"G CAPACITY GAL/DAY / \ \ ,7W � s/ ..6aS v,r a'-{.- �I� ��f��'i+✓.. �'�i`��C.1• '}'{ �. `\� ` TX NOTES: a, r 1. ALL WORKMANSHIP AND WA TO D.E.P. w; � TITLE 6 AND THE TOWN OF RULES \\ REGULATIONS FOR THE SUBSURFACE DL>ZPOSAL OF SEIBAGE - t \ Z. ALL COVERS TO SANITARY UNITS SHALL K BROUOMT TO J t v ,�d Jj , WITWM B• Of FINISHED GRADE. l ALL COWPONENT'S OF THE S"TARY mTEW SMALL. BE CAPABt.E OF 1 F+r�lu�1 Fs i 't F ti j k3 r f * .f. wT#1aTA�+0w0 M-10 LOAfltNG THEY ARE UNDER Oft wTNW AALM r r» 3 . , � .-� `' '-� � it�D +! nWi 1#I�f�� Of OiR{tlL'B�OR P1�N �li'i A�Ai AMY MASONARY XD TO To u� v vov�t� aw►o9 OWL i 1 j ! d ) ', r' y.t `<�. x. s :' ...t,. r !:+*►`tt +Ks "�6�� • 0 % i1"l.ialitCE '�111 To J t l 4rt .., t� � r•'.' .ti}a �- ".. �"i i'�M TAiN �ATK111 f� /K"�"n0!-17aATT ��f. I Jr / / J .- '�... {7` ". t)•?I�?d... '{!� 4 t`-'�..' .Y:hl ? t .t_,e_.t,., ,--�5 J i � - ` X t. UTI<MS 0 01Mr ARE A"400 ATE ONLY, EXCAVATION RALTOR s o IS TO CALL ''010-SAFE' AT 1-M-32$-4W AT LEAST Tt. WNM i PRIOR 1D OOYYE44N0 MK>f1X ON SITE. \ J J 7, CONINACKIR 13 TO VEWY GRADES AND ELEVATIONS AS WELL AS STE COW TOd MUM TO 0o11�Ip" AIM GM SM / - - - - - - - - - - - - - � 'i B. PARCEL IS IN A= ZONE - 0. LOT IS 9i00 ON ASSESSORS MAP -� __ AS PARrZ \•* \ � � - --_ � t • � ,� ,. .'q '' -_,.,,ter\` RN� __ _. APPROVED. BOARD OF HEALTH P � r � DATE AGENT } PROPOSED TIC DESIGN i N F of Q SEPTIC FOR t 1 .! 1 LIP I PR"CT LOCATION J J J ' ► + ' - ' TADCO ENVIRONMENTAL CONSULTANTS 26 COMPASS LANE. DENNIS, MA 02638 508 385-2425 I 1 I DATE R a SCALE _ 1 w lit : - ,- J RrASED JOB N0. LOCATION MAP "�''� ' ' r'' � SHEET OF ' t i _- -_ -- -0-LOIN - -------'