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Home My WebLink About1247 MAIN ST./RTE 6A(W.BARN.) - Health (2) f ' .11247 Main Street West Barnstable t A = 178 -021 1 u fl [# f „pay p e 111 L e k a Y e Commonwealth of Massachusetts f Title 5 Official Inspection Form I� Subsurface Sewage Disposal System Form -Not for Voluntary Assessments W., 1247 Main St (Rte 6A) Property Address 11 Dara Gall N Owner Owner's Name information is required for every W. Barnstable MA 02668 10-17-16 page. City/Town State Zip Code Date of Inspection RJ -. . H+ .p 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. A. General Information 1. Inspector: Shawn Mcelroy Name of Inspector Upper Cape Septic Services Company Name P.O. Box 73 Company Address E. Falmouth MA 02536 City/Town State Zip Code 1-508-495-0905 S 13971 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 Eva ion by the Local Approving Authority. 10-17-16 Inspector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ***"This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 1 of 17 �00 1(S Commonwealth of Massachusetts al Title 5 Official Inspection Form x i II Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1247 Main St (Rte 6A) =� Property Address ti..•y • Dara Gall Owner Owner's Name information is;-required for every W. Barnstable MA 02668 10-17-16 page. CIPl Cityfrown State Zip Code Date of Inspection x: B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: System is in good working order with no sign of failure. B) System Conditionally Passes: ❑ One or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no"or"not determined" (Y, N, ND) for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old* or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts ,a 1 Title 5 Official Inspection Form .11�' Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1247 Main St (Rte 6A) Property Address Dara Gall Owner Owner's Name information is required for every W. Barnstable MA 02668 10-17-16 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface'water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts :as�l Title 5 Official Inspection- Form f ' 11.1 Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1247 Main St (Rte 6A) Property Address Dara Gall Owner Owner's Name information is required for every W. Barnstable MA 02668 10-17-16 page. Cityfrown State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is,within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the,SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: ** This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: r D) System Failure Criteria Applicable to All Systems: You must indicate "Yes"or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid.level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than day flow t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form I Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1247 Main St (Rte 6A) Property Address Dara Gall Owner Owner's Name information is required for every W. Barnstable MA 02668 10-17-16 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection 'Area— IWPA) or a mapped Zone II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts �,^ r Title 5 Official Inspection Form Subsurface Sewage Disposal,System Form -Not for Voluntary Assessments 1247 Main St (Rte 6A) Property Address Dara Gall Owner Owner's Name information is required for every W. Barnstable MA 02668 10-17-16 page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate "yes" or"no" as to each of the following: Yes No' ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they,were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ - Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): 5 Number of bedrooms (actual): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 550 t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1247 Main St (Rte 6A) Property Address Dara Gall Owner Owner's Name information is required for every W. Barnstable MA 02668 10-17-16 page. Cityrrown State Zip Code Date of Inspection D. System Information Description: Number of current residents: 2 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available (last 2 years usage (gpd)): Detail: Sump pump? ❑ Yes ® No Last date of occupancy: 10-2016 Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 • Commonwealth of Massachusetts :a=�l Title 5 Official Inspection Form Subsurrace Sewage Disposal System Form -Not for Voluntary Assessments 1247 Main St (Rte 6A) Property Address Dara Gall Owner Owner's Name information is required for every W. Barnstable MA 02668 10-17-16 page. City/Town State Zip Code Date of Inspection D. System Information (cost.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Recoeds: Source of information: Owner--pumped 2015 Wass stem pumped as art of the inspection? ❑ Yes ® No Y P p P P If yes, volume pumped: t gallons How was quantity pumped determined? Reason for pumping: Maintenance Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract (to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts +I Title 5 Official Inspection Form � I Subsurface Sewage Disposal System Form -Not for Voluntary Assessments S. 1247 Main St (Rte 6A) Property Address Dara Gall Owner Owner's Name information is required for every W. Barnstable MA 02668 10-17-16 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 2008 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 24"feet Material of construction: ® cast iron ® 40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Good condition. Septic Tank(locate on site plan): Depth below grade: 18"feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 2000 gal Sludge depth: 12" t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 Commonwealth of Massachusetts ' ;+ f Title 5 Official Inspection Form 4 IfEI Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1247 Main St (Rte 6A) Property Address Dara Gall Owner Owner's Name information is required for every W. Barnstable MA 02668 10-17-16 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 20" Scum thickness , 1" Distance from top of scum to top of outlet tee or baffle 6" Distance from bottom of scum to bottom of outlet tee or baffle 15" How were dimensions determined? Tape Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tank is in good condition with baffles installed and no sign of leakage. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts h Title 5 Official Inspection Form �, Subsurface Sewage Disposal System Form -Not for Voluntary Assessments `� �_,�!✓ 1247 Main St (Rte 6A) Property Address Dara Gall Owner Owner's Name information is required for every W. Barnstable MA 02668 10-17-16 page. City[Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract (required). Is copy attached? ❑ Yes ❑ No t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 17 ' Commonwealth of Massachusetts a Title 5 Official InspectionForm iEl Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1247 Main St (Rte 6A) Property Address Dara Gall Owner Owner's Name information is required for every W. Barnstable MA 02668 10-17-16 � page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution' Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0 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.): Good condition with water at working level and no sign of back-up from field. 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 in good condition with pump and alarm tested and found to be in proper working order. * 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-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 17 • Commonwealth of Massachusetts :a=1 Title 5 Official Inspection Form I Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 4� 1247 Main St (Rte 6A) Property Address Dara Gall Owner Owner's Name information is required for every W. Barnstable MA 02668 10-17-16 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ® leaching trenches number, length: 5--38x2xl ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Leach trenches in good working order with no sign of back-up into d-box or surrounding soils. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 17 , Commonwealth of Massachusetts ' Title 5 Official Inspection Form t , rl Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1247 Main St (Rte 6A) Property Address Dara Gall Owner Owner's Name information is MA 02668 10-17-16 required for every W. Barnstable page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 14 of 17 Commonwealth of Massachusetts f Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1247 Main St (Rte 6A) Property Address Dara Gall Owner Owner's Name information is required for every W. Barnstable MA 02668 10-17-16 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately but k I 11 , � L` �e • � o 3 Ll SO o)74 034 � A3- 39 -9- 0- 3 - 4.4Q6 � 3y • t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 17 Commonwealth of Massachusetts f4 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments a� 1247 Main St (Rte 6A) Property Address Dara Gall Owner Owner's Name information is required for every W. Barnstable MA 02668 10-17-16- page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: " ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 5'feet Please indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record If checked, date of design plan reviewed- Date ® Observed site (abutting property/observation hole within 150 feet of SAS) ® Checked with local Board of Health -explain: ® Checked with local excavators, installers- (attach documentation) ❑ Accessed USGS database- explain: You must describe how you established the high ground water elevation: Original design plans show an adjusted groundwater depth at 5'. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts � + Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1247 Main St (Rte 6A) Property Address — r__ - - -- Dara Gall Owner Owner's Name information is required for every W. Barnstable MA 02668 10-17-16 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 I �_ ��>.� Z�a Lr� � ,Z�.�- k f P. 1 f COMMUNICATION RESULT REPORT ( APR.11.2008 10!02AM ) TTI BARNSTABLE BOARD OF HEALTH FILE'E' irlC):`:1= OPTION ADDRESS (GROUP) ;ESULT PAGE --.---------------------------------------------------------------------------------- ---- 2`:54 ME1.11DRY 7x: 915084779909 OK P. 1..1 _.__....._...-....-------------------------------------------------------------------------------------•—•--- R::ASON FC:R ERROR E-1) HANG UP OR LINE FAIL E-2) BUS`( E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION Town of Barnstable �` u� Regulatory Services a Thomas F. Geller',Director w; wa Public Health Division Thomas McKean, Director 200 Main Street,Hymns, MA 02601 0',5cea 508-862-4644 Fax., 508-790-6304 April 11,200�d T)all;oh nsozk,RS Re! 1247 Main Street,West Barnstable Th:s e.ptic system application and plans designed for 1247 Mail St. West Barnstable, plans dated, 10/4/2007 am denied for the following issues; -t),,mers name on the septic application does not match assessing records for ownership. -111-ot plan does not swatch assessing records. -Lin site needed. 4ir ptzr>tank Capacity differs on plans(1500 and 2000 gal listed on plans.) -7°P-1 was NOT observed by the Town on 12/10/2007, -1vimp Curves not provided. J'y,:mp calculations do not match system profile elevations. -1aze.:ised flow proposed. Necd floor plans that were done . `oYt l° ti Town of Barnstable Regulatory Services BAWMABM s Thomas F. Geiler, Director HAM °r16 o.+" Public Health Division Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 April 11,2008 Dan Johnson,RS Re: 1247 Main Street,West Barnstable The septic system application and plans designed for 1247 Main St. West Barnstable, plans dated 10/4/2007 are denied for the following issues: -Owners name on the septic application does not match assessing records for ownership. -Plot plan does not match assessing records. -Lot size needed. -Septic tank capacity differs on plans(1500 and 2000 gal listed on plans.) -TP-1 was NOT observed by the Town on 12/10/2007. -Pump curves not provided. -Pump calculations do not match system profile elevations. -Increased flow proposed. Need floor plans that were done�teet. -Assessing says gas serves property,gas line not shown on plans. -All observed test holes by the Health Division for the property being addressed need to be shown on the plans. -All test holes not on the property and all test holes not observed by the Health Division need to be removed from the plans. -After the acceptable test hole data is provided,it will be determined whether or not there is enough test holes provided or if more will be required. -Ground water adjustment results do not match Health Divisions adjustment. Please fill out the enclosed"High ground-water level computation"form. If they are still not consistent with the one done by the Health Division,we can check with Gabrielle Belfit of the Cape Cod Commission to see where the difference is,and which one should be used in this case,or if they recommend a monitoring well with location of this property. -Application form should be filled out correctly once unknown info is known(i.e.map\parcel, lot size, septic tank size,revision date,number of bedrooms,etc) -Once the above issues have been addressed,please submit a new application form,plans, ground water adjustment form,pump curves and any other necessary information. -Due to the numerous issues,the revised info will be reviewed by the staff and a response will be rendered within the 45 day period in accordance with MGL Chapter 111, Section 31E. Thomas A.McKean,R.S. Director of Public Health Town of Barnstable QAOrder letters\Sewage violations\septic plan denials\1247 Main Street WB.doc i TO"OF I3 T" LOCA31014 (� � �.�G rn`S U AGfi.. IASTALLtR'S NAME I'I OME NO 538'xax� . LF.i4CmO:.ACIITTX: On e C e (side ..�.; BUIL."DE cR©wlvR �V i if Sq• �w�w� M14Y�. PIRR�IT9�A` C11( 1iCl; 77 Sep ration his tie$ctv�eenidle. l7� c Msximum d}usteclGaputacivvateaTabletatlac ouorriofLeaGhingHaiiticy Iv �e 1at�:c SappTy Wau mjd L66MIS acilaty oy Tolls exist a�i e�tcs ae uvlth�n Peal no feet of tet►clua►�facil�tyl Fctn cyf i>`letland and Lek Ditn� My wetlands exgse . Foe QQ feet leaGliins . ��i Pufnlsbaci I o -y 3Vf '- 55E 11 I _ i -- '— TOWN OF BARNSTABLE I�06AFION /��l �/�� s% �G1 r�/�� SEWAGE##;L�+64, JV> 1VILLAGE I. "7 /3o4e.rs,f9-4/e- ASSESSOR'S MAP&PARCEL l INSTALLERS NAME&PHONE NO. AR 6'o 5 0 r i3 G Y2 SEPTIC TANK CAPACITY ao d 7,0 ®O CIA A J a— LEACHING FACILITY:(type) Z t'oc l 72-r v c c r (size)��3 fd X o1 Y / NO,OF BEDROOMS /5 OWNER (s-6`Ze/A N PERMIT DATE: U COMPLIANCE DATE: G Separation Distance Between the: _ ./ Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) a Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) /® 3 � Feet FURNISHED BY I r S-3,S' Z 3 PC0 0 10-07 t N �obST �vA -� No. . . l Fee THE.COMMONWEALTH OF MASSACHUSETTS Entered-incomputer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIppYication for �N!6pool �bp!6tem Cott$tructioTT ernYtt Application for a Permit to Construct( ) Repair( ) Upgrade( Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. ;r yam,S l� Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. A2ch l .s I- G? Kr ge Aq r✓ TG Se 9.5i o Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures u Design Flow(min.requi ed) d gpd Design flow provided T gpd Plan Date I/ D O Number of sheets Revision Date Title ` Size of Septic Tank A.D 0 Z3 Type of S.A.S. L-�' AG ,; Al Cve'lr't Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signe Date lj Application Approved by Date F - Application Disapproved by: TZV Date for the f llowing reasons a ,` 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 2G at 11?19 t .✓ s (i(f / has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer "o L h, Designer e i5 •✓ J /j �✓So ., g _ #bedrooms 41 Approved design flow gpd The issuance of t4s permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS 1ni5po.5ar *pgtem Con5truction Permit Permission is hereby granted to Construct ( ) �epair ( ) Upgrade ( rdon ( ) System located at 7 1,4151 L lrb &V f✓ 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 this permit. Date Approved by No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplication for lh5po$al �bp5tem Cott.5tructiott permit Application for a Permit to Construct( ) Repair( ) Upgrade( -Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. !l� Owner's Name,Address,and Tel.No. Assessor's Map/Parcel S ,� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 5—o v 2 7-.)— a —,7 7 TG�/v se Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) d _gpd Design flow provided S !!5� , � gpd Plan Date D O Number of sheets Revision Date 01 Title Size of Septic Tank Type of S.A.S. L t L ter/ eetzf�s Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and.not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signe Date Application Approved by Date ApplicationDisapproved by: Date for the f Illo��wing reasons o r 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 d 22- e-1 at �/ �� < .✓ S 1 Gy 7 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer �q L 41 Designer 1/i9 n/ :J p/ s✓ #bedrooms Approved design flow Got / gpd The issuance of t4s permit shall not be construed as a guarantee that the system will function as designed. Date Inspector -------------------------------------------------------------------------------------------------------- ———————————————————————————————————————————— No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE, MASSACHUSETTS Mt5po5al �bp!gtem Con5tructioH Permit Permission is hereby granted to Construct ( ) �epair ( ) Upgrade (4,1_')kandon ( ) System located at /,�L 7 :2 /w/o/ •✓ S 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 this permit. Date Approved by 3 , No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ,Yes ZIPPYication for &.5po5al *pgtem Con.5truction permit Application for a Permit to Construct( ) Repair( ) Upgrade(I Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. ! Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. rsAc"0" l ..s ; G- Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date / ?> /D V�% Number of sheets Revision Date Title Size of Septic Tank ZL 0 D L5 Type of S.A.S. L A 6 Fe %/! ,_ ,r/ C 1-1 < Description of Soil Nature of Repairs or Alterations(Answer when applicable) �p Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in 4 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. - w Signed A% �f ( Date r Application Approved by . (x Date Application Disapproved by: �y,, r i Date /(/.// for the following reasons " I_ ,,, ;,,,o r�� 1 ,. e- d 1 ry r'n n Permit No. Date Issueds THE COMMONWEALTH OF MASSACHUSETTS , BARNSTABLE, MASSACHUSETTS—' (Certificate of CompUtance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgradedl�(� Abandoned( )by f� 2 at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer J9 / ! t/ Designer /Jit #bedrooms ""7 Approved design flow 5 � ail gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector —— -------------------------------------------- No. Fee r THE COMMONWEALTH OF MASSACHUSETTS PUBLICHEAI.TH:DIVISION.--.BARNSTABLE, MASSACHUSETTS Bigonl �&pgtem Construction Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade (li)' Abandon ( ) System located at f L� "� ��la i .w T /o% /R and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date Approved by i r P. 1 COMMUNICATION RESULT REPCRT ( APR.11.2008 10°00A'1 TTI BARNS7'PBLE BOARD OF HEALTH F I L.E f'I0'"iE OPTION ADDRESS (GROUP) ;RESULT PAGE --.._.__._.....—_-------------------------------------------------------------------------------- _ MEHIORY TX91508477990`� OK P. .' -------------------------------------------------- 'i iSOI l FCR ERROR E-1) HANG UP OR LINE FAIL E-2) BUSY E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION Town of Barnstable Regulatory Services RAM Thomas F. G811er,Director Public Health Division Thomas McKean,Director 200 Main Street,Hyanrds, IAA 02601 508-862-4644 Fax: 508-790-6304 April 11, 2008 1)a.n.�tokuason,RS .ate: 1247 Main Stroet,West Barnstable ':11le a e.ptic system application and plans designed for 1247 Mj,in St. Nest Barnstable, plan3 date, 10/4/2007 are do a:i.ed for the following issues: � 'uc:raers name on the septic application does not match assessing records for ownership, .-Noi;Plan does not t aatch assessing records. .-I'd E size needod, y` �.a tic tank capacity differs on plans(1500 and 2000 gal listed on plans,) U.,I was'-NOT observed by the Town on 12/10/2007. -Pump curves not provided, .-Nanp,calculations do not match system profile elevations, -Ih' reaeed flow proposed, Need Moor plazas that were done by the architect. `o4Yrowti Town of Barnstable Regulatory Services BatuvsrABM Thomas F. Geiler, Director MAM T R Public Health Division Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 April 11,2008 Dan Johnson,RS Re: 1247 Main Street,West Barnstable The septic system application and plans designed for 1247 Main St. West Barnstable, plans dated 10/4/2007 are denied for the following issues: -Owners name on the septic application does not match assessing records for ownership. I y -Plot plan does not match assessing records. — }�p(1)V -Lot size needed. — R" W. -Septic tank capacity differs on plans(1500 and 2000 gal listed on plans.) )-O)-d -TP-1 was NOT observed by the Town on 12/10/2007.✓ -Pump curves not provided.✓ -Pump calculations do not match system profile elevations. -Increased flow proposed. Need floor plans that were done by the architect.C�1la�'1��kfoV✓ -Assessing says gas serves property,gas line not shown on plans. IV> ®u r -All observed test holes by the Health Division for the property being addressed need to be shown on the plans. (p„ C4 -All test holes not on the property a all test holes not observed by the Health Division need to be removed from the plans. `(Ce�4 r rc cr,.a.1.4 rg� � f�,- -After the acceptable test hole data is provided,it will be determined whether or not there is enough test holes provided or if more will be required. -Ground water adjustment results do not match Health Divisions adjustment. Please fill out the enclosed"High ground-water level computation"form. If they are still not consistent with the one done by the Health Division,we can check with Gabrielle Belfit of the Cape Cod Commission to see where the difference is, and which one should be used in this case, or if they recommend a monitoring well with location of this property. -Application form should be filled out correctly once unkn w�info is known(i.e.map\parcel,lot size, septic tank size,revision date,number of bedrooms,etc)--✓ -Once the above issues have been addressed,please submit a new application form,plans, ground water adjustment form,pump curves and any other necessary information. -Due to the numerous issues,the revised info will be reviewed by the staff and a response will be � rendered withi(rthe 45 day period in accordance with MGL Chapter 111, Section 31E. C�. �cr �tv� Thomas A.McKean,R.S. Director of Public Health Town of Barnstable Q:\Order letters\Sewage violations\septic plan denials\1247 Main Street WB.doc r, r. DOMESTIC SEPTIC DESIGN, INC. P.O. Box 831 Osterville,MA 02655 Tel/Fax.(508) 477-9909 Daniel B. Johnson,RS.X.S.E. April 8, 2008 Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 RE: Revisions to Septic Plan 1247 Main Street, W. Barnstable Attn: Tom McKean, R.S. The following revisions to the septic plan your letter dated April 1, 2008 are as follows: 1 . The owners name of the septic permit shall be corrected by the contractor obtaining the permit to "1247 Main Street Realty Trust". 2 . The property shown on the septic plan (Lot 2) matches the survey plan, which has been subdivided, by Canal Land Surveying, dated March 31, 2005 (see note 7 on plan) . Lot 1, 2 and 3 are shown on the plan view of septic plan. 3. The lot size for Lot 2 has been shown on the Plan view portion of the septic plan. 4 . The detail of the 2000 gallon septic tank has been corrected (removed 1500 from detail) . 5. TP-1 on the profile section of the septic plan has been corrected from 12/10/07 to 12/10/04 . 6. The pump curve has been shown on the plan. 7 . The pump calculations have been corrected on the septic plan in "Pump Calculations" section of the plan. 8 . The septic plan is designed for 5 existing bedrooms and has been corrected in the `Calculations" section of the plan. 9. Their is no gas line exists to service he house. The house is heated with oil . A propane tank is used to heat hot water in the kitchen. 10 . All applicable test holes witnessed by the Board of Health have been shown on the plan (Note that test holes performed on December 10 and 16, witnessed by the Board of Health that are not shown on the septic plan are not near or applicable to the septic design for this plan. See attached soil evaluator forms for remaining soil tests performed throughout the property prior to subdivision. 11 . The soil tests witnessed and not witnessed are shown on the plan to provide further detail for the design engineer and the contractor installing the septic system. The Board can determine if additional witnessed soil tests are required. 12 . The groundwater adjustments have been corrected (which are lower than the ones used on the plan) , however the elevation of the leaching trenches was not changed. The new adjusted groundwater elevations have been shown on the profile and computation sheets have been attached to this septic system submittal . 13 . The application shall be filled out correctly by the contractor obtaining the permit for this septic system. I thank you in advance for your attention to this matter. If you have any further questions, please do not hesitate to call . Sin�ely your rR. S . , Daniel B. JohnsS.E. Wadlington, Ellen From: McKean, Thomas Sent: Thursday, September 27, 2007 1:52 PM To: Wadlington, Ellen; Crocker, Sharon Cc: Miorandi, Donna Subject: 1247 Main Street West Barnstable FYI Mr. Russell Ross (508 221-0045(called me this afternoon. He said Dan Johnson has designed a new septic system and a perc test is scheduled to be done in October. The reason for the delay was.because he was holding -off for two years due to agreements with the Nature Conservatory to purchase the property,which fell thorough in August. Since then an Architect was hired to design and new home and new septic system. He will continue to keep us up-to-date. Sharon, please postpone the hearing for this case. ' 1 Town of Barnstable �FSME Tay, Regulatory Services Barnstable fig' c Thomas F. Geiler, Director acaatV Public Health Division � µ BARNSfABLE, 9 MASS. �, Thomas McKean, Director 2007 Apr i6�q' A`� 200 Main Street ED Mp2l Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 September 26, 2007 7006 0810 0000 3525 0533� CERTIFIED MAIL- RETURN RECEIPT REQUESTED Russell L. Ross, Tr. Bayview Farm Realty Trust 1247 Main Street West Barnstable, Massachusetts 02668 RE: Failed Septic System— 1247 Main Street, West Barnstable Dear Mr. Ross: To date the septic system has not been repaired as required. Therefore, you are scheduled to appear at the next Board of Health public hearing scheduled for Tuesday, October 9, 2007 at 3:00 PM at the Town Hall, 367 Main Street,Hyannis, Massachusetts. PER ORDER OF THE a &RS., . Agent of the Board of Health l 7006 0810 0000 3525 0540 gAorder letters\sewage violations\]247 main street,w.bamstable.doc Crocker, Sharon From: McKean, Thomas /t/ Sent: Thursday, September 27, 2007 1:52 PM To: Wadlington, Ellen; Crocker, Sharon Cc: Miorandi, Donna Subject: ,i1_2,47tMain-StreetTWest Barnstable --��- \FYI Mr. Russell Ross (508 221-0045( called me this afternoon. He said Dan Johnson has designed a new septic system and a perc test is scheduled to be done in October. The reason for the delay was because he was holding -off for two years due to agreements with the Nature Conservatory to purchase the property, which fell thorough in August. Since then an Architect was hired tote design —and new home and new septic system. He will continue to keep us up-to-date. Shar please.pos pone the hearing for this c 4 • 1 f I Town of Barnstable s pF Regulatory Services Barnstable 'THE m13 i' Thomas F. Geiler, Director "�"^'B" ty `aq" Public Health Division 1 " BARMASS. Z I * Thomas McKean, Director20079� MASS' 1639. 200 Main Street ArFD MA'S a Hyannis, MA 02601 Office: 508-862-4 Fax: 508-790-6304 - September 26, 2007 r 7006 0810 0000 3525 0533 !` CERTIFIED MAIL-RETURN RECEIPT REQUESTED Russell L. Ross, Tr. Bayview Farm Realty Trust 1247 Main Street West Barnstable, Massachusetts 02668 RE: Failed $,_pt>c System— 1247 Main Street, We st Barnstable Dear Mr. Ross: To date the septic system has not been repaired as required. Therefore, you are scheduled to appear at the next Board of Health public hearing scheduled for Tuesday, October 9, 2007 at 3:00 PM at the Town Hall, 367 Main Street, Hyannis, Massachusetts. PER ORDER OF THE TOWN OF BARNST LE BOARD OF HEALTH s McKean, R.S., C.H.O. Agent of the Board of Health i 7006 0810 0000 3525 0540 -�3a&(j� gAorder letters\sewage violations\1247 main street,w.bamstable.doc ��j � � i i �U1 I g� � I � ,.�� m� �� t l Page 6 of 3 VI. Innovative/Alternative Systems- Proposed Monitoring Plans A. Dan McKay representing Trinity Christian Academy, Inc. —979 Mary Dunn Road, Barnstable, 7 acre site, proposed addition. Dan Ojala explained this proposal triggers the 1650 rule and 49 people are being added to the existing 150. Motion by Rask/Kaufman to approve incorporating an alternative technology with the total nitrogen discharge being 15 parts per million. So Voted. B. Dan Ojala, P.E. representing Joseph Keller- 1545 Route 132, Hyannis, 2.2 acre lot, proposed office building to replace existing motel. Dan Ojala explained the total flow is cut in half. McKean explained the test hole data and perc test results need to be submitted, the staff recommends approval. Continued to May 10, 2005. C. Ann Bogucki representing John Sweeney, Starboard, LLC-459 Old Mill Road, Osterville, proposed development of eleven homes. Mark Nelson explained an enhanced bioclear unit is proposed and the drainage lot will not be buildable. Rask asked to receive an affidavit from the applicant that the drainage lot will remain unbuildable. Motion by Kaufman/Rask to approve with a nitrogen limit of 15 parts per million and a monitoring plan. So Voted. VII. Subdivisions A. Paul Rvll representing Verizon—Subdivision #803, Oak Street Barnstable, four lots. Mr. Ryll explained this is a subdivision with 3 buildable lots and the 4th lot has a tower on it. Motion by Rask/Kaufman to approve. So Voted. B. Paul Ryll representing 1247 Main Street Realty Trust Subdivision #807, Route 6A Barnstable, three lots. Mr. Ryll explained 27 acres are reserved for the Wildlife Trust and Lot 2 will remain. The other two lots and the lot across the street will be sold to the Trust in phases. The barn on Lot 3 will remain. Motion by Miller/Rask to approve pending a revised plan showing three lots. So Voted. c+,�`� `' �� '�� . I f 1, �� ' �' �_ _,, � �,�,� ;�1, L / r r � �� FI"E r Town of Barn� stable Regulatory Services g Y BMM9rAB1X Thomas F. Geiler,Director .� MASS. `bo 1639• A Public Health Division rFD MA'S ' Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Russell L. Ross Tr. March 1,2005 Bayview Farm Realty Trust 26 Pleasant Street /7 L? 6a, Boston, Ma. 02136 NON-COMPLIANCE WITH STATE ENVIRONMENTAL CODE TITLE V. The septic system owned by you located at 1247 Main St. W. Barnstable was inspected on, 7/22/2002 by John Graci a Massachusetts licensed septic inspector. The inspection of your septic system showed that your system has failed under the guidelines of 1"5 TITLE 5 (310 CMR 15.00) due to the following: System is in high groundwater elevation Our records_show that the system:has been in a failed state for more than two,years. You are ordered to hire a-professional engineer or registered sanitarian to prepare: a-plan of proposed replacement septic system component(s). This plan is to be submitted to the Town of Barnstable Public Health Division Office(Regulatory Services, 200 Main Street,Hyannis),within (90) days receipt of this letter. The plan will bring the septic system into compliance with 310 CMR 15.00, The State Environmental Code, Title V. You are a lso o rdered t o u pgrade o r r eplace t he s eptic s ystem w ithin s ix months (180) days o f y our receipt of this letter. Any person aggrieved by any order issued by the local approval authority may appeal to any court of competent jurisdiction as provided for by the laws of the Commonwealth. You have the option of re uestmg an adjudicatory hearing pursuant to 310 CMR 15: Failure to comply-with this order will automatically result in a public hearing scheduled before the Boar , o ealth. 0 HE BOARD OF HEALTH Thomas A. McKean,R.S., C.H.O. Agent of the Board of Health CC: Board of Health 1/failed—septic—letters V 'J LAJ co N A1N S� V� • 13 ' l vw � Cfl N 3 4 0... O m N _ _ t� n t li an UI v x NOW $ nP, �3 pwo / j�Y�,�Find Map Parcel 178 Frnd Onetgg Pareel�ltl 178021De! D V �iAceount o 001047OWA �e � �� p, t'�aredt 0000000 r as 4 s.Yr r eghf�Orhootl 88AB {J » f / .: I 1. , � Dei Lot � r Lot Size Alp 14.20 1 Cur Own -MCMAHON MARK J&CAROL ASta Bftlgsrea OO O2 04 � 0 24 PO BOX 115k <Year Addec! W BARNSTABLE M 02 68 SewerkaCCt v Deed3Date 110196 � Reference0492 029 Condo Coinpiex` i#d g ��i Unt# r s M January 1st MCMAHON MARK J&CAROL A Deed MMYY '1196 ©ee of 10492029 F t ,*1i}afues `� LndF 000450800 �waltlrngs 000116600 �Extra Features ,000000090wit Loca#ion 1247 � MAIN STJRTE 6A(W.BARN.) Rna 1n a 0955 Ftg� 0470 � / �eistr WBi �S�o fntfex 0000 Frn g 0000 yf wimF na s td" o� 1' zF a aaa y 4/ /ter` r% 'l bw's w �f AO cs. eh yr / n > �� - 4 - -•�2 ,tr ` «re �§ vt A, Town of Barnstable # 0 -� °f $ Department of Regulatory Services it uiivs"11r, Public Health Division. Date d� 200 Main Street,Hyannis MA 02601 A1FD M►�� , Date Scheduled LTime I ±PN Fee Pd. Soil Suitability Assessment for Sewage pisposal Performed By: f/ N I eL 9 01 V 414 S ram witnessed By: LOCATION&GENERAL INFORMATION Owner's Name,'. ame l.oGition Address I a /NlW01 s��/ 1Alq7 4n4A AZ k 9LTY Ix Address �f T . �t< PG�'`fS�$'�r S i 0aal 3(y Assessor's Map/Parcel: I 7 b'- 0 Engineer's Name bAvVleL NEW CONST/IRUCTION � Telephone REPAIR P � Land Use Ate.(/�", n"4 t LJ_,4- ,1J- Slopes(35) "' %0 Q` Surface Stones Distances from: Open Water Body ft Possible Wet Area% ft Drinking Water Well ft Drainage Way ft Property line /=-1 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) IV 64 s,+1 rnr S7 A�- 6 .4a- ° 6� , GZ - i94 ,e ( &,T ' lU A OPT i.10 Bk - �� 3 TP fP' A �^- .fit I' Parent mat�er7ial(geologic) 0-`""`i S�/ !'"�.t"5 Depth to Bedrock A - - Depth ro Groundwater. Standing Water in Hole: 7! 0 Weeping from Pit Face Estimated Seasonal High Groundwater DETERhUNATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: _ in. Depth to soil mottles; 1fl. Depth to weeping from side of obs.hole: In, Groundwater Adjustment fL index Well# Reading Date: Index Well level,w„- Adj,factor a Adj.GroitndWater level na PERCOLATION TEST Uatp / r ®4Titne /o:3� Observation Hole# T� ( T�° 3 Time at 9" Depth of Perc StY�".�'� �}-�o- Time at 6" .. .-..--- Start Pre-soak Time @ ✓�°� /` g Time(9"-6") End Pre-soak -�r `o/ +X 0 Rate MinJlnch �'Z�r �'��•Pi � w"'J✓L!� �"a�' �Ly �� ua<✓ tp�trr-1�4GL Site Suitability Assessment Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back- ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\.SEPTIWERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel) oj?I t_o®1 E L Y Sq�A /oyz 9/3 ��'o3S ro �� gle rP_ T dQ DEEP OBSERVATION HOLE LOG Hole# III Depth from Soil Horizon Soil Texture Soil Color Soil ' Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) p a� s4 tAOi--YSa 13 IU9r-o F-145te TP-3 `-1.t3° 6 L I--J VSIr"0 /)YA S' �"p>•`;3s .mo1*01"e < 0%10 6 6``-��•' /S t_ �� y t�^'o oY.� tl 6P®1^Q 41 �w� 3� ffJf'Uo �•,�Y�1; N9rv�ls� DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Omvel Da , Le's `Y Ste® ri7'fti. d-'6''o 44 < ajor-ogf "-}q Art ytirl8 /'r®1l r Ls 4 ©�*^rj, i� �oyti9 ,� n'g) Ocr�rotfLe' 7�- 6"� lz,` GI Frr'-r swo ;I•zr 1 V DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsiste MVQD " t,�+�+ t�Y2 913 �oil FRl�t_e • o-4 r9 � LIO-MIe J u Flood Insurance Rate Map: 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 mgartal 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 that on (date)I have passed the soil evaluator examination approved by the I certify il.�9•S� Department of'Environmental Prot ection and that the above analysis was performed by me consistent with the required.tra g,expertis a d experience described in 310 CMR 15.017. Signature Date / ds Q:VSEpTjC\PERCFORM.DOC Town of Barnstable P# u ? Department of Regulatory Services _ o Public Health Division;.-; Date ,uuvsrner� Mass. s63q ,d� 200 Main Street,Hyannis'MA 02601 Date Scheduled o Time I QAf� Fee Pd. �� y Soil Suitability Assessment for SewageYL isposal Performed By:� IJ t �L Q` - n Witnessed By: 1�Jr..y . J LOCATIO & ENERAL INFORMATIONf_ Location Address Owner's Name `_. - _ /N'EG-,yv+4N la q? Mint,) S . J��)' ;.,��N f re-cry /� �ir b� Address. x b PLe-+¢JA+.,; VU,�S L Assessor's Map/Parcel: 17 X—d;� i Engineer's Name 1>-4 NEWCONSTizucrm _]rl- REPAIR Telephone# J -) � p Land Use ^eJ/y Slopes(%) ° Surface Stones Distances from: Open Water Body ft Possible Wet Area °¢ ft Drinking Water Well ft Drainage Way ft Property line 7 t ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetland in proximity to holes) r� ycin TP-6 ®b pr-13 O �y- 179 N� rP--/z FJ-- 19s o t _ 186 O fr- � � I TP1-11 ® C- Sroaa7 TQ-1� Tg-9 A©d�•+D N/, III Parent material(geologic) G�✓��`-"4 d / Depth to Bedrock 1 i4 Depth to Groundwater. Standing Water in Hole: /ax r r�� Weeping from Pit Face .� Estimated Seasonal High Groundwater !l LTen) - DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: In. Depth to soil Mottles: Depth to weeping from side of obs.hole: _ in. Groundwater Adjustment A. Index Well# Reading.Date: Index Weil level_ Adj,factor— Adj.droundwater level PERCOLATION TEST ]Hatt: 0 . 6 o9Tlme Observation Hole# T P o 1 Z T l--t 3 Time at 9" gJ 11J14 r ��« Time at 6" � '_e3 Depth of Perc �pn�•J Start Pre-soak Time @ iE 40:'A (o. 416 Time(9"-6") +Lio 'LA 64LL-Q— End Pre-soak ��. , oTtr; i,o� t s �q-1 �+�� iotroLceh .D-1L RateMinllnch G,1r�P- lP4.4; ^-o r1%6,14 Div v'TFIW IprAAiC,4.rrLe'SOIL (` Additional Testing Needed(Y/N) cf(tp-9//si b Site Suitability Assessment: Site Passed Site Failed: tTpprZ}{, 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:\SEPTIOPERCFORM.DOC 4 DEEP OBSERVATION HOLE LOG Hole# _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consisten %Gravel 61 * Gz t o !AIJI 13,1/L 1 9 e"®T--osrJ 614,y7t,—'--tom!C e4-/49 G3 `lme- ;Z.sy 71 DEEP OBSERVATION HOLE LOG Hole# �® Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.% ravel !y n ,6tl, ,,� � �31t k ,f-�b d-rts7—��I �G.�t,94 LC yint e .14r,�J L.��c� DEEP OBSERVATION HOLE LOG Hole# fl Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,9b ravel LJ�*)'-y ray C®YA 3 f3 f 6/3 )_,rl ' W'Qr� DEEP OBSERVATION HOLE LOG Hole# /L Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsiste ra el 0 --l'X " ,4a� �'�"" toy ter-L®IT^' Y 4 Flood Insurance Rate May: 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 system9 ly c .) _— If not,what is the depth of naturally occurring pervious material? Certification that on it date I have passed the soil evaluator examination approved by the I certify t (date) P Department of Environmental Protection and that the above analysis was performed by me consistent with the required tr Omg.a ertise an ce described in 310 CMR 15.017. Signature Date ! Or Q.\SEPTIC,PERCFORM.DOC Town of Barnstable P# to , 6'7 a oF� Department of Regulatory Services ,�nvsr�erB. Public Health Division. Date � MA a 200 Main Street,Hyannis MA 02601 ArED MPy� Date Scheduled Time Fee Pd. -0 V Soil Suitability Assessment for Sewage Disposal Performed By:17j4` `i g D I-FN S Witnessed By: l/(ny`� ✓ ,` LOCATI N &GENERAL INFORMATION . -)f 1-1 Location Address t[ f� Owner's Name _:-:: Sr ILe* "� rnrv�3 ,YJK C Address. -ti !�u-'-art✓ 1'T /n 0 3 b Assessor's Map/Parcel: r?o o I Engineer's Name 9,+`1/� Ja H"s'a NEW CONSTRUCTION REPAIR Telephone Ste) - f a � Land Use �r�Ji�jii7-�-A !�° Slopes('%) L' �� Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) II Parent material(geologic) Depth to Bedrock Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater ---DETERMINATION FOR FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth t0 soil mottles: tn. Depth to weeping from side of obs.hole: _ in, Oroundwater Adjustment % Index Well# Reading Date: Index Well level- A41,factor_ Adj.Orottndwater bevel PERCOLATION TEST Date... Time. Observation Time at 9" ..� _ Hole# Depth of Perc ` yTime at 6" -- Start Pre-soak rime @ Time(9"-G") End Pre-soak Rate MinJlnch Site Suitability Assessment: Site Passed L Site Failed: Additional Testing Needed(YIN) 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 I DEEP OBSERVATION HOLE LOG Hole#_3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent % ravel �, A -S-4 Lr Lo�-y � colt I/9 -11 ( DEEP OBSERVATION HOLE LOG Hole# 1-1 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) v o - /# j�:;U. 4Le Imo^g /0Y-t-s b I`(It Y Lz 3� Lt SrLr� A•3}. 03 1'rtRr�d „ -,_v_- G 4' 2-,s121 e.©Of DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsiste el Flood Insurance Rate May: 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 C�S If not,what is the depth of naturally occurring pervious material? . Certification I certify that on It .f- (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-expertise experience described in 310 CMR 15.017. Date Signature 6 Q.\SEPTIWERCFORM.DOC TOWN OF BARNSTABLE � j1 j LOU,' IOP.? I�. l.1 ' SEWAGE # `VI LAGELo ` 1--) rrW)Mk b ASSESSOR'S MAP &eeL��OT ��}} INSTALLER'S NAME&PHONE NO. F®II ED II\1SCl�M�®0�1 SEPTIC TANK CAPACITY a CA LEACHING FACILITY: (type)2 (size) l(CJ at NO. OF BEDROOMS BUILDER OR OWNER I 1 1 1 PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility / Feet Furnished by ��- 7 �2 i b p AAr 3( N �a 13� 0 � 0 c TOWN OF BARNSTABLE LOCA► ION I "� !� t� SEWAGE # YII.LAGEty 'l h ASSESSOR'S MAP & LOT j INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACIUNG FACILITY: (type)LobtkVIQ (size) 1� NO. OF BEDROOM'S `7 BUILDER OR OWNER I PERMIT DATE: COMPLIANCE DATE: i Separation Distance Between the: Feet Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Private Water Supply Well and Leaching Facility (If any wells exist Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility (If any wetlands exist Feet within 300 feet of leaching facility Furnished by �3 r n [4 p 4A �l/so k In 130 O I Septic Inspection Information ,rjData Entry Da 8/5/2002 Sep#ic InspecTtu �642 Assessors Map 178 jParcelI 021 z Lot: BusEness " e 1247Addre Main Street/Rte 6A W. RY ag JW. Barnstable Inspector:; John Graci p?ctact 7/22/2002 em S F "coii5menf# System is in high groundwater elevation 4/27/05 letter submitted by mark mcmahon owner of prop that the propery is being reconfigured and when it's done he'll install a new system � Pennit# s��Repa�rydate- ;Note#ice cation)7afe 3/1/2005 E Rlust 11 Repair�Deadl�Me Date, �oFIWKWE rO Town of Barnstable Regulatory Services BAMSTABLE, * Thomas F. Geiler,Director 9 MASS. g 1639. ,0 Public Health Division Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Russell L. Ross Tr. March 1, 2005 Bayview Farm Realty Trust 26 Pleasant Street Boston, Ma. 02136 NON-COMPLIANCE WITH STATE ENVIRONMENTAL CODE TITLE V. The septic system owned by you located at 1247 Main St. W. Barnstable was inspected on, 7/22/2002 by John Graci a Massachusetts licensed septic inspector. The inspection of your septic system showed that your system has failed under the guidelines of 1995 TITLE 5 (310 CMR 15.00)due to the following: System is in high groundwater elebation Our records show that the system.has been in a failed state for more than two years. You are ordered to hire a•.professional engineer or registered sanitarian to prepare: aplan of proposed replacement septic system component(s). This plan is to be submitted to the Town of Barnstable Public Health Division Office(Regulatory Services, 200 Main Street, Hyannis),within (90) days receipt of this letter. The plan will bring the septic system into compliance with 310 CMR 15.00,The State Environmental Code, Title V. You are a lso o rdered t o u pgrade o r r eplace t he s eptic s ystem w ithin s ix months (180) days o f y our receipt of this letter. Any person aggrieved by any order issued by the local approval authority may appeal to any c ourt o f competent jurisdiction as provided for by the laws of the Commonwealth. You have the option of requesting an adjudicatory hearing pursuant to 310 CMR 15.422 Failure to comply with this order will automatically result in a public hearing scheduled before the Board of Health. O HE BOARD OF HEALTH Thomas A. McKean,R.S. C.H.O. Agent of the Board of Health CC: Board of Health 1/failed—septic—letters FAILED INSPECTION COMMONWEALTH OF MASSACHUSL+TTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ^ F Z y, W ` h A Q,M b�0v 4 "F TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTAR SUBSURFACE SEWAGE DISPOSAL SYSTEM FORIffECOVED PART A CERTIFICATION AUG 5 2002 Property Address: 1247 MAIN ST WEST BARNSTABLE,MA 02668 TOWN OF BARNSTABLE p y HEALTH DEPT. Owner's Name: CAROL MCMAHO,N Owner's Address: PO BOX 115 W. BARNSTABLE MA 02668 Date of Inspection: 7/22/02 Name of Inspector: (pleaseprint) JOHN GRACI Company Name: SEPTIC INSPECTIONS I�1C FARCES O Mailing Address: P.O. BOX 2119 TEATICKET, MA.02536 LOT Telephone Number: 508-564-6813 FAX4508-564-7270 CERTIFICATION STATEMENT 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 a's$ff the time;of the inspection.The inspection was performed based on my training and experience in the proper function acid 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: I _ Passes _ Conditionally Pa es _ Nejurh, aluation by the Local Approving Authority X Fa Inspector's Signature: Datrr: 7/22/02 The system inspector shall su this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. I f the system is a shared system or has a drsign now of 10,000 gpd or greater,the inspector and the system owner shall sub?iiit 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. Notes and Comments SYSTEM FAILED TITLE V INSPECTION. SYSTEM IS IN HIGH GROUNDWATER ELEVATION. report only describes conditions sit the time of inspection and uud;r 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. e IL _ r 4" k $1lTQi1dAQ4rir}�lM1if.T 4X „`v�af�qAM - 62, 3Py6 'flel�sir44:l m'6y�:-M.kr' 7�i1ad �^A_9 at4-sa�Nw:»Mu±w�4a�•Nw.u•......rnn.r* T"J t ' c t Page 2 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A „�;. .' CERTIFICATION (continued) Property Address: 1247 MAIMST.WEST BARNSTABLE,MA 02668 Owner: CAROL MCMAHON Date of Inspection: 7/22/02 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: _ I have not found any information.which.indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. „ Comments: SYSTEM FAILED TITLE V INSPECTION. SYSTEM IS IN HIGH GROUNDWATER ELEVATION. 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 replace niei0or_repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND) in the for the following statements. If"not determined"please explain. n/a 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 exfiltra't'ion or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: n/a n/a 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 _a distribution box is leveled or replaced ND explain: n/a n/a The system required pumpmg,more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): _broken pipe(s)are replaced _obstruction is removed NU explain: n/a Page 3 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 1247 MAIN ST WEST BARNSTABLE, MA 02668 Owner: CAROL MCMAHON Date of Inspection: 7/22/02 C. Further Evaluation'is'Required by!the Board of Health: _ Conditions exist which req'ure.further'ealuation 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 50feet of a surface water _ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier, if any)determines that the system is functioning in a manner that protects the public health,safety and environment: ,c _ 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 I of a public water supply. _ The system has a septiCtank and SAS and the SAS is within 50 feet of a private water supply well. _ The system has a septic'tanIk 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 n/a "This system passes if the 4well water,analysis, performed at a DEP certified laboratory, for coliform bacteria and volatile organic compoundg)ndicates 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. 3. Other: 4 n/a `1 Er t i• I.� 41` 1 r Page 4 of I I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE,SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 1247 MAIN ST WEST BARNSTABLE,MA 02668 Owner: CAROL MCMAHON Date of Inspection: 7/22/02 `!t`. D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each ofthe following for all-inspections: Yes No _ X Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool X Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool X Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool X Liquid depth in cesspool is less than 6"below invert or available volume is less than '/z day flow X Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped Wa. X _ Any portion of the SAS,cesspool or privy is below high ground water elevation. X Any portion of cesspoolo'r ppivyris within ]00 feet of a surface water supply or tributary to a surface water supply. X Any portion of a cesspool or"privy is within a Zone 1 of a public well. X Any portion of a cesspool or privy is within 50 feet of a private water supply well. X 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 qual,iy analysis. (This system passes if the well water analysis, performed at a DEP certified laboratory„for cohl'orm bacteria and volatile organic clainpounds 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 forma" X _ (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 • kl ' 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. You must indicate either"yes"or"no"to each of the following: (The following criteria apply,to:large systems in addition to the criteria above) yes no X the system is within 400 feet of a surface drinking water supply X the system is within 200 feet.of a ributary to a surface drinking water supply X the system is located in a nitrogen sensitive area(Interim Wellhead Pro�cction Area—IWPA)or a mapped Zone If of a public wate'.supply well If you have answered"yes='to w y..question in Section E the system is considered a significant threat,or answered "yes" in Section D above the large syste',;has failed. The owner or oheratrn•of and' 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. t A Page 5 of 11 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 1247 MAIN ST WEST BARNSTABLE,MA 02668 Owner: CAROL MCMAHON Date of Inspection: 7/22/02 Check if the following have been'.don .You'must indicate"yes"or"no" as to each of the following: Yes No ' X _ Pumping information,was provided by the owner,occupant,or Board of Health X Were any of the system'components pumped out in the previous two weeks X _ Has the system received normal flows in the previous two week period? k, _ X Have large volumes of water been.in trod uced to the system recently or as part of this inspection? X Were as built plans of the system obtained and examined?(If they were not available note as N/A) X _ Was the facility or dwelling inspected for signs of sewage back up`? X _ Was the site inspecte&for signs'of break out? X _ Were all system,components, excluding the SAS, located on site X _ 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 `? X _ Was the facility owners,(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems`? The size and location oftlie•S'il'Absorption System(SAS)on the site has been determined based on: Yes no X _ Existing information. For example,a plan at the Board of Health. X _ 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)] u .Z ,l t Page 6 of 11 , OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 1247 MAINS T WEST BARNSTABLE,MA 02668 Owner: CAROL MCMAHON Date of Inspection: 7/22/02 ;". FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 4, Number of bedrooms(actual): 4 DESIGN flow based on 310 CMR'`1,5.203 (for example: 110 gpd x#of bedrooms): 440 Number of current residents:3 t Does residence have a garbage grinder(yes or no): NO Is laundry on a separate sewage"system(yes or no): NO [if yes separate inspection required] Laundry system inspected(yes or no): NO Seasonal use: (yes or no): NO Water meter readings, if available(fast 2 years usage(gpd)): n/a Sump pump(yes or no): NO ` Last date of occupancy: n/a` COMMERCIAL/INDUSTRIAL Type of establishment: n/a ;V'`;' " Design flow(based on 310 CMK 15'.203)- ri/agpd Basis of design flow(seats/persons/sgft,etc.): n/a Grease trap present(yes or no): NO Industrial waste holding tank present(yes or no): NO Non-sanitary waste dischargeil'(o the Title 5'system(yes or no): NO Water meter readings, if availatb'le: n/a Last date of occupancy/use: n/a OTHER(describe): n/a GENERAL INFORMATION Pumping Records Source of information: n/a Was system pumped as part of the inspection(yes or no): NO If yes,volume pumped: n/agallons--How was quantity pumped determined? n/a Reason for pumping: n/a t � i TYPE OF SYSTEM X 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): n/a Approximate age of all components"date installed(if known)and source of information: OVER 20 YEARS BY OWNER" Were sewage odors detected when arriving at the site(yes or no): NO !;° A r Page 7 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 1247 MAIN ST WEST;BARNSTABLE, MA 02668 Owner: CAROL MCMAHON Date of Inspection: 7/22/02, BUILDING SEWER(locate„on site plan) Depth below grade: 30" Materials of construction:_cast iron X40 PVC_other(explain): n/a Distance from private water supply well or suction line: n/a Comments(on condition of joints,venting,evidence of leakage,etc.): WELL WATER SEPTIC TANK: X(locate on site plan) Depth below grade: 24" Material of construction: Xconcrete meal fiberglass_polyethylene other(explai;i)n/a If tank is metal list age: n/a Is age;corifirr;1ed by a Certificate of Compliance(yes or no): NO(attach a copy of certificate) Dimensions: IOOOG L 8' 6" H 5' 7 W 4' 101 11 ' Sludge depth: 5" Distance from top of sludge to bottom of outlet tee or baffle: 29" Scum thickness: 6" Distance from top of scum to top of outlet tee or baffle: 6" Distance from bottom of scum to bottorr of loutlet tee or baffle: 12" How were dimensions determined: MEASURED Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): SEPTIC TANK AND ALL COMPONENTS ARE STRUCTURALLY SOUND AND FUNCTIONING PROPERLY. RECOMMEND PUMPING EVERY TWO YEARS TO PROLONG THE SYSTEM'S USEFUL LIFE. GREASE TRAP: _(locate on site plan) Depth below grade: n/a Material of construction:—concrete_metal_fiberglass_polyethylene_other(explain): n/a Dimensions: n/a Scum thickness: n/a Distance from top of scum to top of outlet tee or baffle: n/a Distance from bottom of scum to bottom of outlet tee or baffle: n/a Date of last pumping: n/a Comments(on pumping reconimendatio_is, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc'): n/a ?5I 7 Page 8 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 1247 MWN''ST WEST BARNSTABLE,MA 02668 Owner: CAROL MCMAHON Date of Inspection: 7/22/02 TIGHT or HOLDING TANK- -(tank must be pumped at time of inspection)(locate on site plan) y Depth below grade: n/a Material of construction:_concrete_metal_fiberglass_polyethylene_other(explain): n/a Dimensions: n/a Capacity: n/a gallons Design Flow: n/a gallons/day, Alarm present(yes or no): N/A- Alarm level: N/A Alarm in working order(yes or no): NO Date of last pumping: n/a Comments(condition of alarm and float switches,etc.): n/a F'L i DISTRIBUTION BOX:_(if,preseit mustbe opened)(locate on site plan) Depth of liquid level above outlet invert: n/a Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): n/a Yt . jt PUMP CHAMBER:_(locate on site plan) •�f � .t Pumps in working order(yes or no) NO Alarms in working order(yes or no):NO Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): n/a R r . .. s Page 9 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 1247 MAIN ST WEST BARNSTABLE, MA 02668 Owner: CAROL MCMAHON Date of Inspection: 7/22/02 SOIL ABSORPTION SYSTEM (SAS):. X (locate on site plan,excavation not required) If SAS not located explain why: n/a Type 1000 GAL 6' X 6' leaching pits, number: 2 n/a leaching chambers, number: n/a n/a leaching galleries, number: nla n/a leaching trenches, number, length: n/a n/a leaching fields, number: n/a n/a overflow cesspool, number: n/a n/a , innovative/alternative system Type/name of technology: n/a E Comments(note condition of soil, signs of hydraulic failure, level of ponding,damp soil,condition of vegetation,etc.): ONE LEACH PIT IS HALF FULL,THE OTHER IS FULL. BOTTOM IS AT 10 FT. LEACH PITS ARE BELOW HIGH GROUNDWATER ELEVATION. CESSPOOLS: (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: n/a Depth—top of liquid to inlet invert: n/a Depth of solids layer: n/a Depth of scum layer: n/a Dimensions of cesspool: n/a Materials of construction: n/a Indication of groundwater inflow(yes or no) :NO Comments(note condition of soil;signs of hydraulic failure, level of ponding,condition of vegetation,etc.): n/a PRIVY: (locate on site plan) Materials of construction: n/a Dimensions: n/a Depth of solids: n/a Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): n/a Page 10 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 1247 MAIN ST WESYBARNSTABLE,MA 02668 Owner: CAROL MCMAHON' Date of Inspection: 7/22/02 SKETCH OF SEWAGE DISPOSAL'SYSTEM Provide a sketch of the sewage disposa'i system including ties to at least two pertrcanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. � DI AA �9 AC DA 13a a k ' l O / f in a Page I I of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 1247 MAIN ST WEST BARN STABLE, MA 02668 Owner: CAROL MCMAHON Date of Inspection: 7/22/02 SITE EXAM _Slope _Surface water _Check cellar Shallow wells Estimated depth to ground water 10 'feet Please indicate(check)all methods used to determine the high ground water elevation: NO Obtained from system design plans on record-If checked,date of design plan reviewed: n/a YES Observed site(abutting property/observation hole within 150 feet of SAS) NO Checked with local Board of Health-explain: n/a NO Checked with local excavators, installers-(attach documentation) NO Accessed USGS database-explain: n/a You must describe how you established the high ground water elevation: HAND AUGER- 10 FT. s a . 't ;i! i isi{p y II r 9a; CERTIFICATE OF ANALYSIS Page: 1 ✓Qy M, Barnstable County Health Laboratory Report Prepared For: Report Dated: 3/6/2008 Edward McKenna Buyer Brokers of Cape Cod Order No.: G0845288 P O Box 957 Barnstable, MA 02630 Laboratory ID#: 0845288-01 Description: Water-Drinking Water Sample#: Sampling Location: 1247 Main St.West Barnstable,MA Collected: 3/4/2008 Collected by: E.McKenna Map 178 Parcel 021 Received: 3/4/2008 Routine +Ammonia ITEM RESULT UNITS RL MCL Method# Tested Ammonia ND mg/L 0.20 EPA 350.1 M 3/4/2008 Nitrate as Nitrogen 0.12 mg/L 0.10 10 EPA 300.0 3/4/2008 Copper 0.21 mg/L 0.10 1.3 SM 3111B 3/6/2908 Iron ND mg/L 0.10 0.3 SM 31 1 1 B 3/6/2008 Sodium 12 mg/L 1.0 20 SM 3111B 3/6/2008 Total Coliform Absent P/A 0 0 SM9223 3/4/2008 Conductance 100 umohs/cm 2.0 EPA 120.1 3/4/2008 pH 6.3 pH-units 0 SM 4500 H-B 3/4/2008 Water sample meets the recommended limits for drinking water of all the above tested parameters. Approved B t(Lab ' ector) CD > r L.ri 1.... ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 1 r �� .. CERTIFICATE OF ANALYSIS Page: 1 <� " Barnstable County Health Laboratory `gss �K�ySt^>' Report Prepared For: Report Dated: 3/6/2008 Edward McKenna Buyer Brokers of Cape Cod Order No.: G0845288 P O Box 957 Barnstable, MA 02630 Laboratory ID#: 0845288-01 Description: Water-Drinking Water Sample#: Sampling Location: 1247 Main St.West Barnstable,MA Collected: 3/4/2008 Collected by: E.McKenna Map 178 Parcel 021 Received: 3/4/2008 EPA 524.2- Volatile Organics by GUMS ITEM RESULT UNITS RL MCL Method# Analyst Tested Note Dichlorodifluoromethane ND ug/L 0.50 EPA 524.2 yn 3/4/2008 Chloromethane ND ug/L 0.50 EPA 524.2 yn 3/4/2008 Vinyl chloride ND ug/L 0.50 2.0 EPA 524.2 yn 3/4/2008 Bromomethane ND ug/L 0.50 EPA 524.2 yn 3/4/2008 1,1,1,2-Tetrachloroethane ND ug/L 0.50 EPA 524.2 yn 3/4/2008 1,1,1-Trichloroethane ND ug/L 0.50 200 EPA 524.2 yn 3/4/2008 1,1,2,2-Tetrachloroethane ND ug/L, 0.50 EPA 524.2 yn 3/4/2008 1,1,2-Trichloroethane ND ug/L, 0.50 5.0 EPA 524.2 yn 3/4/2008 1,1-Dichloroethane ND ug/L, 0.50 EPA 524.2 yn 3/4/2008 1,1-Dichloroethene ND ug/L 0.50 7.0 EPA 524.2 yn 3/4/2008 1,1-Dichloropropene ND ug/L 0.50 EPA 524.2 yn 3/4/2008 1,2,3-Trichlorobenzene ND ug/L 0.50 EPA 524.2 yn 3/4/2008 1,2,3-Trichloropropane ND ug/L 0.50 EPA 524.2 yn 3/4/2008 1,2,4-Trichlorobenzene ND ug/L 0.50 70 EPA 524.2 yn 3/4/2008 1,2,4-Trimethylbenzene ND ug/L 0.50 EPA 524.2 yn 3/4/2008 1,2-Dibromo-3-chloropropane ND ug/L 0.50 EPA 524.2 yn 3/4/2008 1,2-Dibromoethane(EDB) ND ug/L 0.50 EPA 524.2 yn 3/4/2008 1,2-Dichlorobenzene ND ug/L 0.50 600 EPA 524.2 yn 3/4/2008 1,2-Dichloroethane ND ug/L 0.50 5.0 EPA 524.2 yn 3/4/2008 112-Dichloropropane ND - ug/L 0.50 EPA 52d.2 yn 3/4/2008 1,3,5-Trimethylbenzene ND ug/L 0.50 EPA 524.2 yn 3/4/2008 1,3-Dichlorobenzene ND ug/L 0.50 EPA 524.2 yn 3/4/2008 1,3-Dichloropropane ND ug/L 0.50 EPA 524.2 yn 3/4/2008 1,4-Dichlorobenzene ND ug/L 0.50 5.0 EPA 524.2 yn 3/4/2008 2,2-Dichloropropane ND ug/L, 0.50 EPA 524.2 yn 3/4/2008 2-Chlorotoluene ND ug/L 0.50 EPA 524.2 yn 3/4/2008 4-Chlorotoluene ND ug/L 0.50 EPA 524.2 yn 3/4/2008 Benzene ND ug/L 0.50 5.0 EPA 524.2 yn 3/4/2008 Bromobenzene ND ug/L 0.50 EPA 524.2 yn 3/4/2008 Bromochloromethane ND ug/L 0.50 EPA 524.2 yn 3/4/2008 Bromodichloromethane ND ug/L 0.50 EPA 524.2 yn 3/4/2008 Bromoform ND ug/L 0.50 EPA 524.2 yn 3/4/2008 ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 °�nA CERTIFICATE OF ANALYSIS Page: 2 Barnstable County Health Laboratory Report Prepared For: Report Dated: 3/6/2008 Edward McKenna Buyer Brokers of Cape Cod Order No.: G0845288 P O Box 957 Barnstable, MA 02630 Laboratory ID#: 0845288-01 Description: Water-Drinking Water Sample#: Sampling Location: 1247 Main St.West Barnstable,MA Collected: 3/4/2008 Collected by: E.McKenna Map 178 Parcel 021 Received: 3/4/2008 EPA 524.2 - Volatile Organics by GUMS ITEM RESULT UNITS RL MCL Method# Analyst Tested Note Carbon tetrachloride ND ug/L 0.50 5.0 EPA 524.2 yn 3/4/2008 Chlorobenzene ND ug/L 0.50 100 EPA 524.2 yn 3/4/2008 Chloroethane ND ug/L 0.50 EPA 524.2 yn 3/4/2008 Chloroform ND ug/L 0.50 80 EPA 524.2 yn 3/4/2008 cis-1,2-Dichloroethene ND ug/L 0.50 70 EPA 524.2 yn 3/4/2008 cis-1,3-Dichloropropene ND ug/L 0.50 EPA 524.2 yn 3/4/2008 Dibromochloromethane ND ug/L 0.50 EPA 524.2 yn 3/4/2008 Dibromomethane ND ug/L 0.50 EPA 524.2 yn 3/4/2008 Ethylbenzene ND ug/L 0.50 700 EPA 524.2 yn 3/4/2008 Hexachlorobutadiene ND ug/L 0.50 EPA 524.2 yn 3/4/2008 Isopropylbenzene ND ug/L 0.50 EPA 524.2 yn 3/4/2008 Methylene chloride ND ugfL 0.50 5.0 EPA 524.2 yn 3/4/2008 Methyl-tert-butyl ether ND ug/L 0.50 EPA 524.2 yn 3/4/2008 Naphthalene ND ug/L 0.50 EPA 524.2 yn 3/4/2008 n-Butylbenzene ND ug/L 0.50 EPA 524.2 yn 3/4/2008 n-Propylbenzene ND ug/L 0.50 EPA 524.2 yn 3/4/2008 p-Isopropyltoluene ND ug/L 0.50 EPA 524.2 yn 3/4/2008 sec-Butylbenzene ND ug/L 0.50 EPA 524.2 yn 3/4/2008 Styrene ND ug/L 0.50 100 EPA.524.2 yn 3/4/2008 tert-Butylbenzene ND ug/L 0.50 EPA 524.2 m 3/4!2008 Tetrachloroethene ND ug/L 0.50 5.0 EPA 524.2 yn 3/4/2008 Toluene ND ug/L 0.50 1000 EPA 524.2 yn 3/4/2008 Total xylenes ND ug/L 0.50 10000 EPA 524.2 yn 3/4/2008 trans-1,2-Dichloroethene ND ug/L 0.50 100 EPA 524.2 yn 3/4/2008 trans-1,3-Dichloropropene ND ug/L 0.50 EPA 524.2 yn 3/4/2008 Trichloroethene ND ug/L 0.50 5.0 EPA 524.2 yn 3/4/2008 Trichlorofluoromethane ND ug/L 0.50 EPA 524.2 yn 3/4/2008 Water sample meets the recommended limits for drinking water of all the above tested parameters. \ t Approved By. � (La irector)i ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph:.508-375-6605 031'0612006 TEU 15: 17 FAX 5083627103 Barnstable CTY HealthLab --a Barnstable Health 0003/003 -. F ITA, •, CERTIFICATE OF ANALYSIS Page: 2 ...� Barnstable County Health Laboratory �: ' ��A;ctns„/� Report Prepared For: Report Dated: 3/6/2008 Edward McKenna I Buyer Brokers of Cape Cod Order No.: G0845288 i P O Box 957 Barnstable, MA 02630 i Laboratory ID#: 0845288-01 Description: Water Sample Water i Sample;#: Sampling Location: 1247 Main St.West Barnstable,MA Collected: 3/4/2008 i Collected by: E.McKenna Map 178 Parcel 021 Received: 3/4/2008 i I IsTA 524.2- Volatile Organics by GUMS s ITKA RESULT UNITS RL MCL Method# Analyst Tested (Vote -.arbon tetrachloride ND ug/L 0.50 5.0 EPA 524.2 yn 3/4/2008 Ch to:.-oben.zene ND ug/L 0.50 100 EPA 524.2 yn 3/4/2008 j Chloroethane ND ug/L 0.50 EPA 524.2 yn 3/4/2008 i Chloroform ND ug/L 0.50 80 EPA 524.2 yn 3/4/2008 cis-L,2-Dichloroethene ND ug/L 0.50 70 EPA 524.2 yn 3/4/2008 cis-1„3-Dichloropropene ND uyfL 0.50 EPA 524.2 yn 3/4/2008 t Di?�rornochloromethane ND ug/L 0.50 EPA 524.2 yn 3/4/2008 t !7i'7romontethane ND ug/L 0.50 EPA 524.2 yn 3/4/2008 Ethylbenzeme ND ug/L 0.50 700 EPA 524.2 yn 3/4/2008 " 1 I Hexachlorobutadiene ND ug/L 0.50 EPA 524.2 yn 3/4/2008 [§cpropylben:zene ND ug/L 0.50 EPA 524.2 yn 3/4/2008 { M.e:thylene chloride ND ug/L 0.50 5.0 EPA 524.2 yn 3/4/2008 i Methyl-ter t-butyl ether ND ug/L 0.50 EPA 524.2 yn 3/4/2008 F i \daphdhale:ne ND ug/L 0.50 EPA 524.2 yn 3/4/2008 n--1 tylbenzene ND ug/L 0.50 EPA 524.2 yn 3/4/2008 1-.Propyl'benzene ND ug/L 0.50 EPA 524.2 yn 3/4/2008 j p4sop:rop}]toluene ND ug/L 0.50 EPA 524.2 yn 3/4/2008 I i sec-Butylbenrene ND ug/L 0.50 EPA 524.2 yn 3/4/2008 rene ND ug/L 0.50 t00 EPA 524.2 yn 3/4/2008 111 k:er-Flutylbenzene ND ug/L 0.50 EPA 524.2 yn 3/4/2008 1 I eirs.chloroet:hene ND ug/L 0.50 5.0 EPA 524.2 yn 3/4/2008 l Toluene ND ug/L 0.50 1000 EPA 524.2 yn 3/4/2008 I, u 0.50 10000 EPA 524.2 yn 3/4/2008 'I'o?al xylerres ND �- � Ixa:is•-1,2--Dichloroethene ND ug/L 0.50 100 EPA 524.2 yn 3/4/2008 ;rais•.1,3-I1icl loropropene ND ug/L 0.50 EPA 524.2 yn 3/4/2008 Trichloroethene ND ug/L 0.50 5.0 EPA 524.2 yn 3/4/2008 'frichlorof.luoromethane ND ug/L 0.50 EPA 524.2 yn 3/4/2008 Water sample meets the recommended limits for drinking water of all the above tested parameters. 1 Approved By. (La irector)i A � t NM=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level I. Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375=6605 f I 03i06/2008 THU 15: 17 FAX 5083627103 Barnstable CTY HealthLab -a-A- Barnstable Health 12002/003 CERTIFICATE OF ANALYSIS Page: I ;.• ?� Barnstable County Health Laboratory i '�Arctt3` % Report Prepared For: Report Dated: 3/6/2008 Edward McKenna i Buyer Brokers of Cape Cod Order No.: G0845288 P O Box 957 Barnstable, MA 02630 Laboratory, ID#: �,..�, 0845288-01 Description: Water-Drinking Water Sample#: Sampling Location: 1247 Main St.West Barnstable,MA Collected: 3/4/2008 t Collevted by: E.McKenna Map 178 Parcel 021 Received: 3/4/2.008 i. EPA 524..E- Volatile Organics br GCINS t ITEM RESULT UNITS RL MCL Method# An lust Tested Mote Di hlorodifluoromethane ND ug/L 0.50 EPA 524.2 yn 3/4/2008 i t CHoromerhane ND ug/L 0.50 EPA 524.2 yn 3/4/2008 Via)".chloride ND ug/L 0.50 2.0 EPA 524.2 yn 3/4/2008 Broraomei:hane ND ug/L 0.50 EPA 524.2 yn 3/4/2008 1,1.,1,2-Tetrachloroethane ND ug/L 0.50 EPA 524.2 yn 3/4/2008 s 1.,l,l-'rricilloroethane ND ug/L 0.50 200 EPA 524.2 yn 3/4/2008 1,1,2,2-Tetrachloroethane ND ug/L 0.50 EPA 524.2 yn 3/4/2008 1,1,2-Trichlo:roethane ND ug/L 0.50 5.0 EPA 524.2 yn 3/4/2008 j 1,1-I:>ichloroethane ND ug/L 0.50 EPA 524.2 yn 3/4/2008 1.,1-I:�ichloroe:therie NDug/L 0.50 7.0 EPA 524.2 yn 3/4/2008 1 1,1-I.Mchloropropene ND ug/L 0.50 EPA 524.2 yn 3/4/2008 t 1,2,3••'fric111orobenzene ND ug/L 0.50 EPA 524.2 yn 3/4/2008 l,m.,3-Trichloiropropane ND ug/L, 0.50 EPA 524.2 yn 3/4/2008 1,2,4 Tri�111orobenzene ND ug/L 0.50 70 EPA 524.2 yn 3/4/2008 I l � 1,2,4 Tri:-r.ethylbenzene ND ug/L 0.50 EPA 524.2 yn 3/4/2008 1,2-Dibrorno-3-chloropropane ND ug/L 0.50 EPA 524.2 yn 3/4/2008 j I 1,2-Uibrornoesthane(EDB) ND ug/L 0.5.0 EPA 524.2 yn 3/4/2008 1, -Il1ChL000tlenZene ND ug/L 0.50 600 EPA 524.2 yn 3/4/2008 i 1, Dichl.oroethane ND ug/L 0.50 5.0 EPA 524.2 yn 3/4/2008 1,2-Iaichloropropane ND ug/L 0.50 EPA 524.2 yn 3/4/2008 rimeth.ylbenzene ND ug/L 0.50 EPA 524.2 yn 3/4/2008 1,3-Dichlorobenzene ND ug/L 0.50 EPA 524.2 yn 3/4/2008 l f 112-Iaichloropropane ND ug/L 0.50 EPA 524.2 yn 3/4/2008 I 1,4-Dichi.orobenzene ND ug/L 0.50 5.0 EPA 524.2 yn 3/4/2008 12-Dichloropropane ND u 0.50 EPA 524.2 yn 3/4/2008 I :2-Ch!lorotoIue:ne ND ug/L, 0.50 EPA 524.2 yn 3/4/2008 4-C h!orotolue:ne ND ug/L 0.50 EPA 524,2 yn 3/4/2008 3e 12ate ND ug/L 0.50 5.0 EPA 524.2 yn 3/4/2008 31•om.cbenzen.e ND ug/L 0.50 EPA 524.2 yn 3/4/2008 i 31'r'1n;0ChIOTOnlethane ND ug/L 0.50 EPA 524.2 yn 3/4/2008 -o nodichloromethane ND ug/L 0.50 EPA 524.2 yn 3/4/2008 1 '31-onl0forn) ND ug/L 0.50 EPA 52.4.2 yr. 3/4/2008 ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427,,Barnstable, MA 02630 Ph: 508-375-6605 ,f f. I 03/06/2008 THU 15: 17 FAX 5083627103 Barnstable CTY HealthLab Barnstab..E:: Health 0001/003 CERTIFICATE dur ANALYSIS <' fy Page: 1 . Barnstable County Health Laboratory Deport Prepared For: Report Dated: 3/6/2008 Edward McKenna Buyer Brokers of Cape Cod Order No..: a�1184�288 P0 Box 957 Barnstable, MA 02630 l:at o;raltory ®#: 0845288-01 Description: Water-Drinking Water 6ample#: Sampling Location. 1247 Main St.West Barnstable,MA Collected: 3/4/2008 Collected by. E.McKenna Map 178 Parcel 021 Received: 3/4/2008 Routine+Ammonia 1')CEM RESULT UNITS 12L MCL Method t Tested kn:anonia ND mg/L 0.20 EPA 350.1 M 3/4/2008 _ i lgitrate as Nitrogen 0.12 mg/L 0.10 10 EPA 300.0 3/4/2008 i 0.21 mg/L 0.10 1.3 SM 3111E 3/6/2008 j j lr6<1 ND mg/L. 0.10 0.3 SM 31 1113 3/6/2008 !( Sodium 12 mg/L 1.0 20 SM 3111B 3/6/2008 oral Coliforrn Absent P/A 0 0 SM9223 3/4/2008 { u-iductance 100 umohs/cm 2.0 EPA 120.1 3/4/2008 - E pH 6.3 pH-units 0 SM 4500 H-B 3/4/2008 1 j Winer sample meets the recommended limits for drinking water of all the above tested parameters. -- - ----.--- -.-.--- --- .....-- -.....--- ..._---- _ _ ..... I Approved By.:.r-- �( 's (Lab ector) 1 / I t i I t I I. j f i ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 505-375-6605 _'_......_....--........................... �. a Petit•Number- to 870 Completed:by: d�Q• J o 4A(1a_y I{IQIt GROUNI -WATT=9 LEVELCOMPUTATTON sits t:oc�tiart:, l.Z 97 MA-iM Sr /,v, &�4A-,%j sr•¢6c.E Lot No. Owner: ML, Address: .26 pC e4s.4,vr ST O c s 7`oN M4 o/:t;L Contractor N�4SS CoNsr Address: !/ 060' /L.0 t�y.a✓^�r! Notes: 7P-1,4 TP—/g. nh r w rw LrlteO !1Y �D 4 0 STEP t Measure depth to wear table to nearest 1/TQft:.,.....w_.-.....N. .........._._».._»__..........»_...w.�,.... .f]ate 0 rP—lA mortda/ds5►tyear STEP Z: Using Water-Lavel Range Zone and Index Well leap locate site and determine:. Q A ApproDrfam index Water•fevel range zone ......._........................................ A STEP 3 Win monthly Y report 'Current Water Room=Conditions" determine current depth to water level for index well .................... . montnrYeor f STF—° . 4. Using Table of Water--level Adjustments -for Index.welf ( i (57'BP ZA),Ca.trrerrt depth � to water level for index well (STEP 3), and water-level zone(STEP 29) f I Ldetermine wasterievel adjustment.,.............,«... STEP 5 Estimam'depth to high water by subtracting the water. level adljU9Ment'4STEP4► from mesrured depth to wmr fevel at site(Sl-P 1) .....__.........»....«...._._.....»_... P'am*r Numberr /0 8?o Date: 11�110 8 • � .' Campte�by: OJ. .5�, J o,�,N�and HlGif GROUNQWATER'C.EFlELCOMI$1TATT(7N: site•.L=adan: /Z 4 7) i✓14irr_ e.I e„/ 8.44.n1 S Ti48 L -' Owner: /.z ? aini r/t e.ocT`I rlL Address: .1 PL e,4S4.vr Sr Gorttracter /n4SS CAPE Co Nil' A ? ot•D yA4,,Kovtr r ftD Ny��v�vis M.4 Notes: 7-,0-/,4 ; TP-B. Nor w�r-.�►.BjleoQ 8 TT�E Qo.4.eo of f+�E�4`r!l i STEP 1' Measure depttr LQ wetertable to nearest:l/ti] mas+t.4ldsvlYeer STEP z Uting Water-Level Range,Zone- I and Index Well Map loam f site and determine: ® Aawaicriate index well.,_«».._.«._...«..____..«.«.__._ Wager-fevet range zone.,......._............... A a STEP 3 Using monthly report"Current I Water Reeourcer Conditions" ` determine currentdep�to: I ' uAmterfevel forindex'weit ..._«........ STF-P Us ,4, I ' f ing.Teble-af Wnerlevel Adjustments far lndex well (STEP ZAL current depth to water level fDrinctex,well STEP 3), + i and water-fevel zone(STE 23) determine water-iml adjustment-_............ »_»....«_........._._..«»__._........ � � � i STEP � Estimate depot to NO water r ; by subtracting the water-• } level adP=wt:(STEP,4) frcnr meMmd-de pth to ouster, , fev Of at-site-(SfEF 1 l ..-.«-._....._..«.._»_.....__..._«_....».._._».......... /0� 9 e S I Permit Number! !0 8?o Date: 11 q 0 8 Completed by: 10, o 14-1 .(oN. i HIGH GROUNC6WATER LEVELCOMPUTATTDN � t Site.Lamdon: /.Z I ) 1#7+1N S7' cj, S r.�8�� Lot Na. Owner: 24 H1.�►/iv sr ",47Y T2 Address; .7-6 P4444+y r s— j Sro N AAA 0��36 Cbrttractor• f l+S CAE G�n+ST. Address: 113 o L.4 y µ'"7/ Notes: TP-/ E T'P- J C La s ACT rjds -o 01+S w /L& STEP 1 Measure depth to water tible tonearest.1/10 ft........._...................._._....____.................w�..... ,Gate imnt rtaav(veer STEP 2 Using Water-Level Range Zone and Index Well Map.io= site and determine: Appriarfste index vrelf..,,.,».._....»..,,. t� Water-level range zone........_.................._ _..................... 4 .. r I STEP 3 Using monthly report"Current Water Resources.Canditiona determine currerrcdepth to water level for index well..............»....,,.. /( 01 ' mantl+IYear -"' i r 1 i ° .4 Using Table at WMrAevel Adjustments- 'for Index well (Mp 2A),Current depthr rr to water level for index well (STEp 3), and wamr•levei zone(STEP 28) I i I determine,water-level adjusmerm ..........................._.......... ........_._..»�__._........ 116 STEP 5 Estimate ft h to high water by subtracting the water level adjustment(STEP 4) ftom measured depth to water levelat dte tSTEi'1l ........._..........».........._._..»»_..».._...».............. ...._...................... MY—1—c003 W:48A FROM:DSD INC (508) 477-9909 TO.,I F�'� 'raL,C 0,4 F'.1%1 T®wiL ofBarnstable Regulatory. Se ices ThomaxE.Gpiler,Dimdor `` Public Heillth Hivaision 16y®. o +° °Thomas.McKesun6 Dimetor 200 Main Street.:Hyannis,MA 02601 Office: 508-8624644 Fm c 508-790-6304 Installer&.Des rtification Forran Date: Sewage Permit#aOcG,F- Assessor's Malfli'J rcel /7 0,2- ! I➢esigner: Dibg I de- j ra#A t.o 1/ Installer. A— LeE AL 6o_�S T Address. Address: �dX was issued a permit to iia,-tall a. (date) (installer) septic system at /X '`_� SP; �/ ,ssyl, aced on a d igrn drawn by (address) . )01jFv(0.y dated /m/VQ-;, A-e" -fllyl, (designer) V/ I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major abarnges (i.e. greater than 10' lateral relocation of the SAS or any vertical relocatioi:+. of:rny ,component of the septic system) but in accordance with State &Local Regulations. Plan -evision or certified as-built by designerto follow, Se �' stall®r's Signature Alt �e (Designer's S' hare) (mac Designer's�r��jpl•lerej - PLF,ASE RE TO RAMSTABLE PUBLIC HEALTH DMSION. C:ERTIF'ICATE OF COWL NOT BE IS3UEI9 BOTH TffiS FORM AS°BU ILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Fmm 3.26-04.doe -=ms. LOCNTIOKI _ __ . _ SEWil,C,E PERMIT M0. IWSTNLLER5IJ&ME ADDRESS BUILDER 5 / "F- i E.SS DATE PERNAIT ISSUED DATE COMPLI &&ICE ISSUED : /Z4%---, ., , -�; _. o a' I / � :� 1N / �^ � r J � �, / ��, � . � / �� ___- o� � // i // , I J46 No. Irg Fee 140 z THE COMMONWEALTH_OF MASSACHUSETT Entered in computer: &MBLIC HEALTH DIVISION=T-OWN—OF— —R S L,E,�MASSACHUSETTS Yesvt--� ricatiott for Mioozal 6pgtent Cow5tructioi . erMit Application for a Permit to Construct( ) Repair( ) Upgra&P; Abandon( ®Complete System ❑Individual Components Location Address or Lot No. /1`t 7 /*14/N S r. Owner's Name,Address,,and=Tel.NoA SIT—," 6I(-ow,4.,*4 v✓, �ija,NST,4 t. Gf rs /2q7`i�•v4��virf(7�$��L4Lry T-.t�} r Assessor's Map/Parcel rl b IAF'' ST B mIc`o-4 /'^`E of 23 6 .A.1 t—0o Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Aj'I�� G JC'"`vj "v P /LCfI eo.vS 7 P. .38r- 31 01"Ye.t.41GCC s—I 0,;Lj53, Type of Building: Dwelling No.of Bedrooms �1�`�I Lot Size 191 b sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �.� gpd Design flow provided S�`'�`Q gpd Plan Date /•®� Number of sheets Revision Date q/l q/o 3 Title Size of Septic Tank 0 0 C3 Type of S.A.S. S T'L-C&((-1 f eJ e 4L •L-V4 ! �Iq Description of Soil /::�/AJ e Nature of Repairs or Alterations(Answer when applicable) tZ e-,o C-4 c L' ram!L ew YAJ 6�+LC o-e of i-c 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 a Environmental C nd not to e the sy em in operation until a Certificate of Compliance has been issued by thi oa ealt Sign Date Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. '� Date Issued -.---.-.",-:^..-..^ `.:.r.�. _ s:..�a„:.i,,r,,..,,.."`..^'„'�•.S.•w/,�,�r'—��/-:.�p .�_ti«rv�.u'�.w, .�, ;uFr.jn...,�a.,.= ti=r* . -'4-s. i:.l+: -.' -.... e0mFee THE COMMONWEALTH OPMASSACHUSETTS' nteredincomputer: 4` � PUBLIC.HEALTH DIVISION - TOWN'OF BARNST 9LE, MASSACHUSETTS Yes 4V c/L ZIppYication for �Mpoga[ 6p�tem Congtruttion.Permit tu ( Application for a Permit to Construct O Repair Upgrade Abandon O ® Complete System ❑Individual Components - r Location Address or Lot Nor"/.2 Q 7 M.4/M S 7-• � oW A,V / Owner's Name,Address,and Tel•.No- ►r'� C/o 194"?' :n4i(1. -;jIuStC4C.ry rA-%jj 1• Assessor's Map/Parcel .—� �'� 3 b /L&.414"T S i-5 B°Ir�� 01 z3 G Installer's Name,Address,and Tel.No. / Designer's Name,Address and Tel.No. Drfv*J I ee- t ,A 2 e"1-1 ro 'T 2 1 Of-ME�J,LLe r03 orbs 7 y F, (svd) 4�7-9909 Type of Building: r Dwelling No.of Bedrooms J G y`rl I` Lot Size 11E,9 1(0 sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) - Other Fixtures Design Flow(min.required) S gpd Design flow.provided S6'�' gpd Plan Date /0I/� �7 Number of sheets Revision Date /l Q/0 3 Title Size of Septic Tank O 00 Type of S.A.S. TA-L&'"c,c 4'f e 384, s Description of Soil j Nature of Repairs or Alterations(Answer when applicable) /L Cry f-4-c C1 cif-/e-e*vg _(4 j4 v l d o o C O eP 7-1 c /O o o 6-*C orf cif'�, t�'�•"►3 �f-r"� x S 7ti�•�«�cr e 3a'L x z 'u+c x / 'N •��1� ' NDate 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-ofhe Environmental Code and not to .lace he s tstem in operation until a Certificate of Compliance has been issued by thisfBoaF of ealth: Sig e ,1- Al; Date Application Approved by_ / (/ J Date Application Disapproved by: v Date for the following reasons _Permit No. (/ r Date Issued ————-———————t ———————————————�——————— ——— THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance •- THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded (x ) Abandoned( )by /e)/ E Al 1• at /Q, d e w C�4 I) L 1 e lm been constructed ��ordance 41- with the provisions of Title 5 and the for Disposal System Construction Permit No (/ '� dated Installer A r ( t# Designer �� ,�,",� � ' �n #bedrooms a Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will f action as designed. Date Inspector > ttP. C�f! P C ---No. ��(/ �/�� ————————————————————— Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS x 1=igpo!6a1 *patent Con5tructiou Permit Permission is hereby granted to Construct ( a) Re ai-ram-( ) Upgrade Abandon A,bandon ( ) System located at — Y and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: �o truc 1 h%muu t be completed within three years of the date of this •emit. Date +t- ' W Approved by _ �l ,r i✓I PF r No..-- . .l- :.... F�$.��..................... THE COMMONWEALTH OF MASSACHUSETTS s' BOARD OF HEALTH `l/JAL.......--- ...OF..... ?rL7. -- Apphration -for 4 ivoiial Nforkii Towitrurtion Vantit Application is hereby made for a Permit to Construct ( ) or Repair ( Can Individual Sewage Disposal Sys at t ---- ion- ress or Lot No. w/;�A/'�/� e, Address Installer Address Q )yVpe of BuildiPq n Size Lot----------------------------Sq. feet U Dwelling—No. of Bedrooms------------------------------ -- -----Expansion Attic ( ) Garbage Grinder ( )a Other—Type of Building ---------------------------- No. of persons---------------------------- Showers ( ) — Cafeteria ( ) W Other fixtures W Design Flow............................................gallons per person per day. Total daily flow--------------------------------------------gallons. WSeptic Tank—Liquid capacity------------gallons Length................ Width------.......... Diameter.____...-..-____ Depth--------------- x Disposal Trench—No. .................... Width-------------------- Total Length------------------.. Total leaching area........------------sq. ft. Seepage Pit No--------------------- Diameter.................... Depth belo inlet --------- Total leaching area-------.----------sq. ft. Z Other Distribution box ( ) Dosing tank ( ) OX �CJ/�'L— dL_,-,O-79— Percolation Test Results Performed by.......................................................................... Date--------------------------------------- a Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water-----------............. f; Test Pit No. minutes per inch Depth of Test Pit.................... Depth to round water--.-.._--__.-_-.--_-_--- Ix --------- ---- Gd mil( --- / Description of S -- -- --- ----— •----•---•----- V ......................................................... -•-----•---------------•----------- UW ••-----•-------------------------------------------------------•------- --•------•------------------------------•----------- ------ Nature of Repairs or Alterati s— ��iriwhen licab .. �� -_._---- r , .....•----�--_....._� =--6-0---------------- .... : :.... -------------•---•------------------..-_--- Agreement: , The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be issued by he oard of health. r� _.,Oz..........I........ Date ApplicationApproved By----^... - ------ ••-••-•-••--•-•. . -;----•------•......-•---------• ---•----••-...------ -------------- Date Application Disapproved for the following reasons------------- -•-•-•••••-•-•----••----------•--••------•----•-.•• .-------.......-------------•-••-----••......- ---------••--•----•---------•---••-------------------- -------------------------------------------------------------------------------------------------- ----------------------------------------------- Date Permit No........................................................ Issued.. Q- Date 75 Gy No........ --�•-s .. FRs..a..................._ THE \y Ls . . . .COMMONWEALTH O FMASSAC T SETTS BOARD t oF... . . ...... .................. -----... ........... Appliration -fair Uiiipuiitt1 Works Tomitrurtioaa Prrulit Application is hereby made for a Permit to Construct ( ) or Repair ( 4-)an Individual Sewage Disposal y at: • ��- � Location-Address -• or Lot No. wne�ar•' �^j Address �W� • •_-.._.. / /4 ...... --'•-------.•-------------------------------------------------------•-••--•-•--------•-----••---- p Installer Address Q ype of Buildinn Size Lot---------------_------------Sq. feet U Dwelling No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of persons-.-___._.__-_________-_____ Showers ( ) — Cafeteria ( ) Q' Other fixtures W Design Flow............................................gallons per person per day. Total daily flow--------------------------------------------gallons. WSeptic Tank—Liquid capacity------------gallons Length---------------- Width---------------. Diameter---------.------ Depth--------------- x Disposal Trench—No-____________________ Width.................... Total Length-------------------- Total leaching area--------------------sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet___ _._____ Total leaching area------------------Sq. ft. Z Other Distribution box ( ) Dosing tank ( ) O�- AC4— T • Q— 79 aPercolation Test Results Performed by..------------------------------------------------------------------------ Date----•---------------------------------- ,� Test Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water...____-_____._.-___---- (� Test,,Pit No. _______________minutes er inch Depth of Test Pit.................... Depth to ground water__.___.____________-_-.- •------ -- ........................... --- Description of il - -•-----------••-_... Z `-'�'•• �f ��--�//—,TX,, .. G U ----------------- - ---------------------------•---------•-------------------------------------------------- ---------------------------------------------------------------------------------------------------------------- --- ------ Nature of R?,, F Alterations—)51swerAheA applica.ble._ � Bo® �� -- — Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance hJ__ issued by the boof hnIthigne . L_ �Q ��%�1L� � ---------'-Date i Application Approved By... _� - 1__. _ Date Application Disapproved for the following reasons:...._. •. •----------•------•••----------------- --•-•-•-•----•-•--•-•---.___...-•----•-•--••-•------------------•---••-....-------•..._..••••-•-•-----•--..---------•-•--•-••••-----...--•-----__-•-••--•---.---•---------••-----•------••-_..._-------•- Date PermitNo......................................................... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH /•CL�ao................OF...... .. ... . . ...................... 0:1prrtifirate of Tompfiatirr Tjff IS IS T CE�IF at the I ividual Se age Dis osal System constructed ( ) or Repaired by . .... --• -' ---------------= ♦�C Insta 4 at �,E-l1 ' 't-� � -----•-'---------------- has been installed in acc ance with the provisions of tl le XI of The State Sanitary Code as described in the application for Disposal Works Construction Permit N ___ S _________________._._._. dated...(�.'___ .-------------- THE ISSUANCE OF THIS CERTIFICATE SHALL. NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE__.-------•---------------------------------------------••••-•-••••••••'••----_. Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS 7s r BOARD QF HEALT 7Ylr...............OF... ... .......... -----•-----...._.... No......................... FEE_ __---_.-_....... )h � 1 rrr a1n5tr rti�aa rrtati Permission is hereby granted-.--.,.. F - ---- to Const uct ) or ep it ( n i al S wa e Di s 1 S tem at No...L'!-r.i 1 4 'w- 4�<c ............................................ Street - -- - -----. Date.-�_.d.��--�--\---•--------- as shown on the application for Disposal Works Construction e miIN ..,-, -i --------------_ �G% /: DATE__...2 e - 7`�----........................................... Board of eal .. FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS � . V\Aoa,t�,� c,�6e .3 L �'x� g j ' 1 �6 _.'_ti�•-•...!:_,...._.._�.._.�� ...m...s.........�....w......_...._.w,.......-.......r....,.. pep u� ("y pyq�y xfyy'�T (��h�� Y1 �,, ��..,. .. �,�,, i\ sue•rf' �"^'0 Ln e --D � Ll too .:. ._ l � 3 ? t i rw r Yv\ " e33k`iP!s"41ufYit[ik'..�m:'asG[r.�kU'.ttcS:Rti,?c::rr'7A?�'S.'s::Galr'Ss�wuai,�axrv�=xa�sa:: \AAla,{ � f _77-7moom-- Itth 4. ,3 , LA-1 } .�.. r .A ! . -s . a�f �l SA c to 1 Ole _ Y\A 9• w T � uTm2'wCOroti=�MY.is)!.f.c,'"F6:�uyxRa��ASrr..ttm'.Ic'e'SoC'xk,�c:s::'�zs:^v„'Y�etuororme:;slvu:+G Coll ze 1 j t l<1 87230f S,F. a 1f f Cx°v�db'� o z T -y. LOT 4 a7 ti , fl-dl �.� 872644 S. F. �r .,rav ss �''. {. ' I i I 4✓ocy0�p' � ' £'d 1 is NZP �yyc+1/ t N 43 30 '57" W. 1013f TOWN OF BARNSTAB � � ao �8r•,31 „ E VAi9 EXISTING 40 ' hhtOE b� 32 RIGTH OF MAY L . C. C. 34248 A (n072 1 LOT 2 ell B ` 87796f S. F. 00 gA s 360 . T OWN OF 0 _� �a 6264 \ Q r 56 j �`� j 1 / f Q l 0 III � r Lam\ 7bry07!/nQ�, 1 , (I c"ddd) H -------------- - _ . .. _ _ I _ .� _ _._ 91pow _ _ M. 1 INCH = 40 FEET 40 0 40 80 120 160 RO(/TE 64 1010. E MAIAy 2 C ST LOCUS 5 PUBLIC _ REET - - - ,� r U N D VA�9IABLE- /rIDTH � Af 1-1,6 � J31. 06 fOUNO w �c %Tf = D R = 3230 p W D r •a . a1 r 1 = L - 215. OB S 40 J7 25 E yM ,►,r 0 r 0 IC ,p IN ► r `�► O � cn , , J 50. 00 69f RIGHT OF WAYrN , SEE. L CC 34248 A C. B. FOUND 4423f S.F. �;`�;� DISTRUBED / N 63'OZ `, FOR REGISTRY USE ONL Y q `� 69 . L OCUS MAP 6 r SCALE 1 2000 STAB gotr '` • ♦' BARN GENERAL NOTES.' r , SOWrl 0F 3Bo .3.oo�8 i LOCUS IS SHOWN AS PARCEL 121 ON ASSESSORS MAP 178 �0 5 ►' ; o' , ``, LOCUS IS IN RF ZONIG DISTRICT AND IN THE 44 n E ; / / RESOURCE PROTECTION 0VERLA Y DISTRICT IRPOD) . RF 66 `Z6 ♦ ``� -- MIN(RESIDENTIAL) S. F.OUIREMENTS MIN. FRONTAGE 150 F. IN RPOD 0 / � / MINIMUM SETBACKS FpUNp 01 .46 �� G��p3�o�a LOT 1 ,�`,� FRONT 30 ' 6 .B' UASE - 11 87439f S. F. SIDE 15, bT UPLAND REAR 15 ---------------- - O t 46 OWNER APPLICANT 214 SHAPE ' , 6Q' 1247 MAIN STREET REAL TY TRUST _______________ 46 ` a 26 PLEASANT STREET FI-IN,F �. r h/ ,,----_,, BOSTON, MA 02136 r LINE r ; h -\ / AUL R. PYLL Ali �0 i \`♦ ♦♦` !T ♦`,\ ,�� / / ;' ,' ---- DATE PR F S ONAz z-AAv smv AMR �' `�• 1� -o- p' �' ---- THIS PLAN WAS PREPARED IN ^v^NFORMI TY WITH 3 THE RULES AND REGULA TIONS OF THE REGISTERS OF DEEDS OF THE OMMONWEAL TH OF M455ACHUSET75. o � y f 1 ---- - - , c, - - - . vA it_ -Pf� f : IG,rd `VV Z+i9t��'?'UR 1 6 i I ♦ \ J IN LOT 4 LL1A,G � o 00 Q 7. 3f Acres ' MARSH -- --- -- - - ,' r r 14_ o DA TE.' LOT 2 129916t S. F. UPLAND l SHAPE FACTOR = 21. 31 co to DASH LINE ; Qj / S 43 30 '57" E ,'' •' ,' 442. 00; LOT 3 ` 0 102431t S.F. Total ---- --- 0 88893t S. F. UPLAND to DASH LINE ' • . . . . • SHAPE FACTOR = 20. 14 TO DASH LINE --------- ti PLAN OF LAND PREPARED FOR P� 1247 MAIN STREET REALTY TRUST gP MAIN STREET, ROUTE 64 BARNSTABLE, MA r r MARCH 31, 2005 SCALE 1 If = 401 ' CANAL LAND SURVEYING 306 OLD PL YMOUTH ROAD 1 , SAGAMORE BEACH, MA v 503t ' Total 510f ' PROJECT NUMBER 02-009 377. 72 C.B. to C. B. , C.B. FOUND N 43'30 '57" W 1013f ' TOWN OF BARNSTABLE rr TEST PIT DATA, EO aooO GALLON SEPTIC TANK NOTES CONakt-Tf-RISERW/ SHOREY ST-20004+1 0 /N) 0 5 5 7E t", CHIDPROOF METAL MODEL Performed By: Daniel B. Johnson COVER TO GRADE EL-S&C Cq 1,sc- 0, 1 . All construction methods shall conform to 'the Title V 3 10 OVER THE OUTLET FINISHED GRADE CMR 15) and the Barnsatble Board of Health Regulations . AND INLET 1z C, 3r �L 0rz) Witnessed By: David Stanton DIA 24"DIA. COVERS.SEE PROFILE 9'WIN) 24"DIA N 0-r 2 . The existing well- servicing the property is 165 feetzfrorn Da!:e : -December 10, 2004 the proposed leaching area. (reserve area, whicl-iis the -H-10 closest point to the existing well) . There areno known 611 � OT r TP-1 (EL. 98 .2) 15 r/,W& public wells 400 feet of the proposed leaching area. The 4"SCH 40, EL 95.75 r4 4"SCH 40 FLOW LINE 'r"-i I L proposed leaching areaisl.03 ,feet from the edge o-lf the &P-4\1 eL ( 9-7 . 7 ) A, 0 6" 10YR4/3 Loamy sand 14" EL. -9&00 Z62 EL FILTER A.100 ws w er 0j L,,A4 I saltmarsh/wetland. The urcoosed leachinc area is not within I (86 . 2) Cl, 6" -IZO" 2 . 55Y7/3 Fine sand -SEPTIC TANK TO MEET 4"SCH 200 eet of a river front . f 11-0 TEE 4'LIQUID LEVEL 5-0 1-14" Observed Groundwater REQUIREMENTS OF GAS 13AFFLE 310 CMR 15.226 FOR ev 5 rt/,i(r leaching area and Septic tank to be numned and 4"SCH 40 WATER TIGHTNESS, 3 . The existing L - - WELL, li."OrE ;L TP-2 (EL. 99 .6) TEE ETC. backf illed with c1ean fill ! prio-r to insl-ali4n- h e n e,,,, septic tank. ALL WALL SLEEVES/GASKETS (M 198 . 9) A, 0" - 8" -10YR4/3 Loamy sand SHALL BE CAST IN PLACE OR IN.) MECHANICALLY 'A to6 jd6*9 05 j97 . 9 ) B/C, INSERTED AT FACTORY. COMPACTED 8" - 22" 10YR5/8 Loamy sand -hcul- the ar)--oval - t C1 , 22" -120" 2 . qY7/3 Fine sand STABLE LEVEL BASE CRUSHED STONE 4 . No changes are to be made in the field wit 5cpnt 10-) th and the desion enqineer' . <-3/4"DIA. �, 1� 'r of the Board of Heal�- No Observed Groundwater �e-t,OcArFO too/,r r-t I S r/)V,�- 5FC.- 0.6 ,t t 03,10�11 lot 11 �/ SEPTIC TANK DIMENSIONS: 17LXV6!'WXF(r'H 2-$A� -r,0.F, T 10700 ol Proposed leaching area is not designed for use w i t ()0 cl� 9 i TP-3 (EL. 99 .8) - ing garbageuJisposal . I F,I qq 'o garbage disposal . Remove any exis.-- ALARM TO BE AUDIO AND t 1 OW GALLON PUMP CHAMBER VISUAL DL I A ( 99 . 3) A, 0 6" 10YR4/3 Loamy Sand Contractor to notify Dig Safe 72 hours prior to PUMP SHALLHAVE INTEGRATED MODEL SHOREY ST-1 OMH-1 0 P If 6 ' 01YP.5/� Loamy sand OVERLOAD PROTECTION JUNCTION BOXWPUIACK" /00 /C DISCONNECT PtUGS TO BE construction. 1800) 344-7233 . C-1 , 18" -1 32" 2 . 5Y7/1 Fine sand PROPOSED GRADE SCALE NONE LOCATED OUTSIDE OF Tj*IK M,,:1 Obsr,,tPJ (�-roundoat.;?r If'o 7 . Property line, house location 'and pool information obtained �7.tlq I k_ 24"DIA 24"DW T-fM JUNCTION BOX IN) from "Plan o,"' Land" prepared by Canal Land Surveying, dated SEE'PUMP CALCULATIONS"AND RD\oARE.CONTROLS "FLOAT SWITCHES"FOR ' 4-SCH 40 3" TOCOMPLYWITH X March 31, 2005, Paul Ryll, PLS. Wetland delineation (actual t FURTHER DETAILS. FLOAT RAIL MANUFACTURERS resource area flagged by Sabatia, Inc. of Pocassert ) taken EL-95.70 r, (11/Z'S CH 40 PVC) SPECIFICATIONS from "Plan of Land" prepared by Canal Land Surveyina, dat,ed PUMP CHAMBER TO MEET )f) � ( 't 2 1/Z'SCH 40. I , � *" , I - 1 '(1,* HIGHWATER 0 .UN September 7, 2004 . The septic plan is not to b�e used as WATER TIGHTNESS r, I rm t- 0 0 0, &ALCO 90.5 6 f lff'DIA WEEP HOLE : 5 re n e-f y 5-rr,,, a property line survey. CONCRE TE RISER COVER W) 1(T PUMP ON A 1011n*-A) CHILDPROOF METAL COVER 4"SCH 40 TEE PUMP OFF CHECK VALVE N, / TO GRADE OVER OUTLET 8 . Contractor shall verify all clumbirg -, rom existino COVER. SEE PROFILE PUMP CHAMBER TO will be connected 'to the new septic system prior zc MEET REQUIREMENTS v 4 n" -i, OF 310 CMR 15.231 \91 477 construction . if any existing plumbing exiting t'ne /000 3. � 1 H-10 0414 L L-0-4 3 structure is found to be different -then that Sn' ow-.i Cn *71he pu ri P iA"Slel, :-Iowat C:) CRUSHED STONE ractcr sha' no-, -4 -- y z,- e 9 approved seCtic systerr, Plan, the conr 0-3/4"DIA. STONE desianer. All- internal plumbing shall be connected to new LIFTING CHAIN SECURED TO TO BE MECHANICALLY W4 Se TP-8 (EL. 99 . 6) FLOAT RAIL AND PUMPJ ACCESS COMPACTED f.14, se i te Lled. pt c Sys unless other L specif STABLE LEVEL BASE fooL FROM MANHOLEL ALLVALVES rtj C#4^4 tt K 0� 9 0" - '61f 10YR4//--, -13amy San OUTFITTED TO BE REMOVED. TANK DIMENSIONS:9 6"WX 4'10"H X5'8H A UNION TO BE N. 9. Remove 5 feet horizontally around the proposed leacining ar a T-p,IA 44s) - ea INSTALLED AFTER THE 90 00 ELI; 6\ -95 and to a depth of approximately 61 - 9. 5' (only on the 6" -132" 2 . 55 Y.7 3 Fine sand ALL WALL SI FEVESX-jASKETS PUMP SHALL BE INSTALLED IN STHIL I LUNI-UHMANL1 Wl I H DEGREE ELBOW AND CON(— rA7110 CAST IN PLACE OR INSERTED MANUFACTURERS SPECIFICATIONS AND SHALL BE EQUIFPED WEEP HOLE OF THE IV western side of the leaching area, fill, topsoil and clay AT FACTORY. APPROVED WITHANALAPM POWERED BYACIRCUIT SEPERATE FROM DISCHARGE FORCEMAIN C,Nt,g,rrf, 5i-AS loam layer) and re lace with- Title V fill, 310 CIMP, 1-5 . 255. PJMP ALAPY TO BE LOCATED WITHIIN BUILDINI11. p PENETRATION SEA METHOD The total amount of fill (sand) is approximately 150 cubic , 0 0 of, - TEST PIT DATA f-I % yards . Note that the amount o-f fill (sand) may vary due rp-16 Lpj 51� st throughout I I-e 'INSTALL A C I ONCRETE RISER to natural, geolocicalk changes 'hatcan exil. I- -E M Oj E 9 CM &t 5 at.6 �7'1-f e G 3V P-r, r) n s o n I proposed leachi-C-area . AND CHILDPROOF METAL DISTRIBUTION BOX 't Lr �TA 1 99 COVER TO GRADE. Iq0'rr, H -20 442, MODEL DB-6 H-20 O-A REMOVABLE COVER Q FLOXT SWITCEMS: 4"SCH 40 OUTLET LATERALS L5P'-e : Seo�emt)er 28, 20C� DISTRIBUTION BOX TO MEET t4 10 P� SHALL BE SET LEVEL FOR A -1 REQUIREMENTS OF 310CMA MINIMUM OF THE FIRST TWO 1600 rL High Leve 1 Alarm: 18" (El 03.0) 15-232 6VATER TIGHTNESS, FEET AND CONNECTED TO TP-1A (EL. 98 . 6) CONSTRUCTION,ETC). EACH DISTRIBUTION LINE WITH SOLID SCH 40 PVC PIPE Pump On: 12" (El. 92 . 5) 2 11Z, 0 Of 411P SCH 40 6-5 0 NO.OF OUTLETS ( 92 . 3) Cl, 4 1 76" 2 . 5Y6/31 cjay USED: 5 EL it 97.83 EL -97.66 M ,,1,4 11-5 Pump Off: 6" (El . 92 . 0) las)v t, 7 01 CRUSHED STONE</=3/4" -132" 1 CYR ' u r,, s-in d 1-11 DIA. STONE TO BE 00 TEE tt es 8'. 6) 120 Obgerved' Grouhdwater 2 1/2"SCH 40 MECHANICALLY 'rIZ Ctj Z' Reference from bottom of pump chamber STA2LE LEVEL BASE, COMPACTED 3 24 Hr. Capacity: 643 Gallons TP-1B (EL. 100 .5) 1, (8 1 L X 4 - 3'W X 2 . 51 H) X 71 4 8 G/CF 0 NO.OF ACTUAL DISTRIBUTION Back Flow: 31 Gallons LINES: 5 C, 0 Dosiing 6 times/day at 122 GPD ( includes back Iflow) (9 / . 8 ) A, 0" - 10"' 10YR4/3 Sa nd y 1 o am LEACHING TRENC8ES VM 13 � 91 - 011 Cil 10" -114" 2 . 5Y4/6, C1,71v ."Icam LENGTH OF LEACHING LINE: 3o ff - "END"CROSS SECTION LEACHING TRENCH DIMENSION ( 8 6. 5 C2, 1.14"-16811 10YR4/6 Mr�diurq Sand SAT WLXZWX1'H PUMP CALCULATIONS: 1414" Observed-4 SCALE -NONE FINAL GRADE TO BE STABILIZED FINISHED GRADE(SLOPE-.021 PERCOLATION TEST DATA 100 Static Head: El . 97 .83 El . 91 . 5 3 3 FI: r Dynamic Fli�lad: 7'9 Fr, X 3,90 4"SCH 40 PERE PVC 20C14 EL. 97.30(END EL -97.99 L1 Total Dyna-mic Head: 37 T) Z'LAYER 1 M'-1/71 ass C11 ass 1 10. 74 G/S-- ') (BREAKOU DOUBLE WASHED STONE 81 SLOPE Use: Model : Hydromatic Perc Rate : < 2 MP7- (TP-1.) (MIN) 4/10 "pt < 2 MP7- (TP-1) t; �-7-3/4"-11/2"DOUBLE WASHE STONE SCHEDULEOF ELEVATIONS 5/9'DIA ORIFICES EL.-9630 END OF DISTRIBUTION LINES To BE Inv. Out Foundation (existing) VENTED,DRILL lfir'WEEOP HOLE AT 7.6' LEACH NG TRENCHES TO a \j C_pir, v F-iq r 7 98 . 0 ELBOW OF VENT PIPE. MEET THE 0 FEL�0(.A-rebf -L.. nv. in Sep- 4c '7ank 9 E . 111)0 REQUIREMENTS OF 310 -Lnv. Out Septic Tank 95 . 75 ACTUAL NO.OF TRENCHES MAY CMR 15.252. OBS GW EL.-881 fTP-1 I T In Pump Chamber 9-1 - VARY FROM DETAIL. REFERENCE - D SEE SCHEDULE OF nv. Out Pump Chamber PLAN VIEW MID CALCULATIONS ELEVATIONS FOR 6 1z 0 T(0 f4 "A 6�jLA bg 9 5 . 4 5 DETAILS FOR ACTUAL NO,OF GROUNDWATER C, x r/,46 Inv. In Distribution Bo-x TREND4ES� ADJUSTMENTS Inv. Out Distribution Box �97 . 66 It Tnv. Begin oLff LeacLhing Fiel`f 9-17 . 49 11�00 - Inv. End of Leachina Fie Id too #IL b?'/"OF 4 97 . '1C ttom of Leaching Field Bo 96. C*VC04 WEST Ili 7a 64Lol;-D Adjusted Groundwater 91 . 3 (TP-1 Ir a.- 70 '21) 9-. . ? (171D-F BARN5TABLE Observed ESHWT 1PA4V 7 (T?-j SALr A cmgsrrqur ANTjoVS 15- % 7-- j WCArMEAVANES q k '4,4 P-(E -------------- CNAOTS T ,I A 'i;I �.q %. -tIONCYSUCKLC V HILL A % C 0 5s, 105 �3r K -r 66 '11,30 Ir DoNAHUr C viiI ro 3 C ASISOC, 4 40 7. 41 Existing Contour - - - 96 1 fi C-ALt 0 AW is 1>-6,0 y- 4% 4"1" 0 AV IV 1H6 k1j.r , r , M N P V c Ill Pit Proposed Conco�.i. rp-rf4me� 6 30 4,4 516,0 0 9 \1-:5-1�C_ PON 0 to/It .4 4 4 Test Pit .2 Yz sciq 4-0 AT 3 811. ;k'V4 fL '14 10 J- 1-fq i I Lk) Z44 E7 L: 74' tCE, qV Finished Floor Elevati on FFE 01 rl- 1: (7-0 5(8?9 )erj>"C F, 'jo 2-- Basement Floor Elevation BFE 0 �tcr 0 0 %�A C"W"itm GYJL 20 40 0 Water Line W 4 0. 4 S 40 . 't Over Fead W----p OHW /000 6ALI-0^j 7�0-t I(D XC--415 1,0 IV 0 -6 A-A-L,cr E 6 .4,40 iT t/ C^1 Ir J 40Aj;Z> 5C--? 7-14 7-,4,VK 6HhA81`X- 6-re pe"I; CALCULATIONS: T I &I- �, 11 a /Z E-4 0 C4 7-iCb X o r-A,.,*,,A wE LL) q 0:7. 6-o-1 4,NT- d-W 14 E'sor gel' Poll 0,2 1 tfill": 9 0 -.71 Lo 5 Bedrooms (existing) (T-p-1) 50 . - )V� SU13SURFACE SEWAGE DISPOSAL SYSTEM 6 67-to- /9) /4) 110 GPD/Bedroorn. X 5 Bed!rooms 35C GF-D 1247 Main Street, W. Barns' table Percolation Rate 2 MPI, Class 10 . 74 GISF) PPROVED BY. SCALE: DRAWN BY 06r EL.:. 0 e, ' 14 VA510) �I-zvo� LTP- 9; 0/0 4 (T-.*-I) JAIII0,101 PROPOSED LEACHING AREA: OATR: 10/4/07 DalUial S Johnson REVISED ija mcilo wan Pr"wred J 1#) o 0 0 .7- .2 4 0 6?+3 0 (7440 000 -e 0 04SO rot, 1247 Nxin st. A641tY Trust, 26 Pleasant st, Z*Ston, MA 01239 0 ro ileaching Trenches : 5 at 181T x 2' W I' H 0 4,00 0+60 Side Arp-a : 380 SF X 0 . 74 G/SF �- ')91 .2 GPD Ole, 0 fr&P--d DOIaV21C SEPTIC DESIGN, INC. (508) 477-9909 DRAWING NUMBER -114 2 2--= Bottom Area : 390 SF X 0 . G !3 E -7 BY: P.O. box 831, Osterville, HA 0265S -2161 J Tj 4 Moo' C TO MEET 4 Total Leaching Capacity: �TEST PIT DATA .1000,GALLON SEPTIC TANK NOTES :10146iE#RISER W/ 0 9:r 7-1 5 Y 5 7W&I MODEL SHOREY ST-20"-10 CHILDPROOF METAL fo rm % Per ed By: Daniel B. Johnson COVER TO GRADE ELI a%.0 30 1 All, construction methods shall conform to the Title V (310 'OM THE OUTLET FINISHED GRADE CMR 15) and the Barnsatble Board of Health Regulations. AND INLET A% I 111=111 I (L C. 1,7 S, .9,16 &L 0T2) Witnessed BY: DavidZtanton 24"DIA 24-1 DW COVERS.SEE PROFILE IMIN) 24,1 DIA 2 . The existing well servicing the property is 165 feet from Date: December 10, 2'004 3" the proposed leaching area reserve area, which is the _H-10 closest point to -the existing well) There are no known TP-1 (EL. 98.2) 61, toT 6)L 15 r/,4& public wells 400 feet of the proposed leaching area. The 4"SCH 40, ELI 95.75 4"SCH 40' FLOW LINE (r iiA%t I L 0 proposed leaching area is 103 feet from the edge of the 14' ZABEL FILTER A' 1 0o 117 (f[L ( 97 . 7 ) A., 0" - 6" 10YR4/3 Loamy sand EL. -96.00 — A-1 (88 . 2) Cl, 6" -E20" 2. 5Y7/3 Fine sand I —SEPTIC TANK TO MEET e"i saltmarsh/wetland. The proposed leaching area is not within 4"SCH 40 TEE 200 feet ofa river front. 1 -4'LIQUID LML REQUIREMENTS OF .7 ) 114", Olbserved Groundwater GAS BAFFL5, 310 CMR 15,226 FOR It _-) 4"SCH 40 WATER TIGHTNESS, yrI14 6, &)ELI., 3 . The existina leachina area and seotic tank to be pumped and TP-2 (EL. 99 .6) TEE ETC. -h clea' -he backfilled wit n fill prior to installing a P. Al-LWALL SLEEVES/GASKETS septic tank. C=> C:� W - 8" 10YR4/3 Loamy sand C:� C� o6y-9 lo6ylll (98 . 9) A, 0" SHALL BE CAST IN PLACE OR V (MIN.) MECHANICALLY ( 05 INSERTED AT FACTORY. C:) (97 . 81, B/C, 8" - 22" 10YRS/8 Loamy sand COMPACTED t-w rllv6, 4 . No changes are to be made in the field w1thout- the aionroval - 120" ^ . 5Y7/3 Fine sand STABLE LEVEL RASE CRUSHED STONE 0-1 01 ( 99 . 6) Cl, 22" -rD '0,0'r T I 0'>'7.t I de ' <.63/4'DIA, 5EPT-f t of the Board of Health and the sian enaineer. 10 0 rl I sr .2 101 No Ob�served Groundwater 6,1Z, . 9).6 + _fAy SEPTIC TANK DIMENSIONS: 17LXG*G7'WX5'T*H T' i o7,o .0. IL -h -0 0 .0101 4� 9i'k 5 . Proposed leaching area is not designed for use wJ t I 10 �0 TP-3 (EL. 99.8) Cr garbage disposal . Remove any existing garbage d sposal. ALARM TO BE AUDIO AND UJ 01 1000 GALLON PUMP CHAMBER VISUAL Vi,, nTrr1,DE0-JJ1qqtb i9q. -A) A, 0 6" 10YR4/3 Loamy sand rp 6. Contractor to notify Dig Safe 72 hours prior to PUMP SHAU HAVE INTEGRATED MODEL:SHOREY ST-1000-H-10 JUNCTION BOXWPIQUICK" 6 10yp,�- /A Loamy sand OVERLOAD PROTECTION ( 99 . 3� B/1- DISCONNECT PLUGS TO BE construction. (800) 344-7233 ., -13 2 PROPOSED GRADE SCALE NONE C I '2 . 5Y7/3 Fine sand LOCATED OUTSIDE OF TA.NK t T (-at q e" - o 01,!Fmr�r6d 11 7r,�i,u T i w a t e DIA, (MIN JUNCTION BOX 571A %*0 7 . Property line, house location and pool information obtained 24"DIA 24 9 5 4.A$ .tL �7 from "Plan of Land" prepared .by Canal Land Surveying, dated SEE'PUMP CALCULATIONS"AND I — HARDWIRE.CONTROLS TP-6 (Ft. 100 ;2) "FLOAT SWITCHES"FOR 4"SCH40 X �TOCOMPLYNAATH March 31, 2005, Paul Ryil, PLS. Wetland delineation (actual - 3.. 1 t I / 4) I FURTHER DETAILS EL.-9510 FLOAT RAIL MANUFACTURERS resource area flagged by Sabatia, Inc. of Pocassett-) taken . . 6!- (IlrZ'SCH40PM SPECIFICATIONS Ro PUMP CHAMBER TO MEET I SCH 40, from "Plan of Land" prepared by Canal Land Surveyina, dated if -, I I, _�I j WATER TIGHTNESS HIGHWATER 0 tic plat is not to be used as September 7, 2004 . The sep%_ ;ZOO 0 6-ALL. 96ts ne-, i 1/8"DIA. WEEP HOLE 5V tl5rrA a -property line survey. Pump ON 0 CONCRETE RISER COVER W/ CHtLOPROOF METAL COVER 4"SCH 40 TEE CHECK VALVE TV-7 (ELI 99 .6) 8 . Contractor shall verify all. plumbing from existing st-ruCture TO GRADE OVER OUTLET PUMP OFF 0 OJ COVER. SEE PROFILE PUMP CHAMBER TO J—,L— will be connected to the new -septic system prior to MEET REQUIREMENTS 4" IGYi�4/11 OF 310 CM R 15.231 000, \qJ construction. If any existing plumbing exiting, the 4 -12-10" 2 . 4rM3 Fine sand H-10 (,A L L04 ;3' structure is found to be different then that shown on the No Ob�served Groundwater CD CRUSHED STONE pump 17 approved septic system plan, the contractor shall notify the C�l CD 4_,4.*X6rX % 4r-> (C:$ 0-3/4"DIA. STONE designer.. All internal plumbing shall be connected to new LIFTING CHAIN SECURED TO 1:� TO BE MECHANICALLY 93 L. - TP-8 (EL. 99. 6) FLOAT RAIL AND PLIMPJ ACCESS STABLE LEVEL BASE COMPACTED �OoL. septic system, unless otherwise specified. ROM MANHOLE). ALL VALVES 9� OUTFITTED TO BE REMOVED. 10� 199 . 1 � A, 0 6" 10YR4/3 LoamN; sand TANK DIMENSIONS:9 9'WX4'1WH X 58"H A UNION TO BE J T?1IA 6\ 9. Remove 5 feet horizontally around the proposed !each'-no area ;88 . 6) C111 6- -:132" 2_rY7/3 Fine sand INSTALLED AFTER THE '453011f EL.: ot_ rAr?o EL9 e -X ... VV and to a depth of approximately 61 - 9 . 51 (only on the- ALL WALL SLEEVE SIGASKETS PUMP SHALL BE INSTALLED IN STHIL I WWUHMANU VA I H DEGREE ELBOW AND 7 ��* 41 91 96 No Ob!.-,erved �rolindwater CAST IN PLACE OR INSERTED MANUFACTURERS SPECIFICATIONS AND SHALL BE EQUIPPED`WEEP HOLE OF THE western side of the leaching area, fill, topsoil and clay -ry i c a A L AT FACTORY. APPROWD WITHANALAAM POWERED FYACIqCUIT SEPERATE FPOM DISCHARGE FORCEMAIN ,4cXtrrf, 51-Ag loam layer) and replace wit� Title V filif 310 CYR 15 . 255 . PENETRATION SEA METHOD PUMP XASM TO et LOCATEO VATHtN RUILDNG POOL. (11-7,9A The total amount of fill (sand) is approximately 1-50 cubic of, �9'*y yards . Note that the amount of fill (sand) may vary dl_e TEST PIT DATA rp to natural, geoloaical chances that can exist throuchout the r r4(A- P-rfo—ed By: Daniel B., Johnson fNSTALLACONCKTE RISER ... propospd, ach _rpa AND CMLDPROOr METAL 5 7A r- COVER TO GRADE. DISTRIBUTION BOX 9 H -20 my: None �44Z MODEL DB-6 H-20 �A 0 N% REMOV.ABLE COVER rLoAT swiTms: 28 , 2007 4"SCH 40 OUTLET LATERALS 14- F- DISTRIBUTION BOX TO MEET SHALL BE SET LEVEL FOR A 10 6 REQUIREMENTS OF 310 CMR '17 MINIMUM OF THE FIRST TWO High Level Alarm: 18" (El. 93 . 0) 15,232(WATERTIGHTNESS, FEET AND CONNECTED TO 1011-7- TP-1A (EL. 98 .6) CONSTRUCTION,ETCJ Z, EACH DISTRIBUTION LINE WITH SOLID SCH 40 PVC PIPE Pump On: 12" (El . 92 . 5) 2 1/Z'SCH 40 ( 9'�� . 2 ) Fill, 0" - 41" NO.OF OUTLETS C771,4 EL a 97.83 L-97.Vo' 103 ( q2 . 3) C1, 41" - 76" 2 . 5YO/-4, ( 18y loarr. USED: 5 Tr Pump Offl: 6" (El . 92 . 0) CRUSHED STONE d.3/4" IL f/v� �A,.r -,1Aa-S4 ( 87 i6) r:2 0 0 V'(MIN) 40,0 0� 76" -132"' 110YR411t)' 0 e,d, ur, s a I,r.4 0 2 1/Z'SCH 40 TEE DLA. STONE TO BE 6# ( 88 . 6) 12 0 0 bs r'v e d G1 r o un w a o r MECHANICAUY -riz C0 A Reference from bottom,.of-'pump chamber STABLE LEVEL BASE V4 00 24 Hr. Capacity: 643 Gat-r-ons COMPACTED,, SAT 3 jj� -_ - TP-1B (EL. 100 .5) V (811, X 4 . 31W X 2. 51H) X J .'48 G/CF NO.OF ACTUAL DISTRIPUITON Back Flow: 31 Gallons LINES:5 'IX (97 ,S) A, 0 101" 10YR4/3 Sanaly loam LEA04ING TRZNCHES� C, Dosing 6 times/day at 121 GPD ( includes back flow) (91 . 0) Ci 10" -31411 2 . 5Y4/6 Clay 'Loam LENGTH OF LEACHING LINE: 39 LEACHING TRENCH DIMENSION (86. 5) C2, 114"-1681' 10YR4/6 Medium sand "END"CROSS SECTION 5AT V L X 2WX I'H V PUMP CALLULATIONS : 07 .3 144" Observed Groundwater SCALE NONE FINAL GRADE TO BE S TABIL2ED Static Head: El 97 .8 3 El . I . 5 .3 Ft PERCOLATION TEST DATA FINISHED GRADE(SLOPE-�02) Dynamic Pead: 7�9 F I: X -3,9 0 Fl- 0 0 F r,- 4"SCH 40 PERF.PtC Dla"�ie: December 10, 2004 EL. 97.30[END EL -97.99 v�".-7'LAYER IN'-1/2" (BREAKOUT) Total Dymamic Head: 37 i-- -77-Py, So 11 Class : Class T (0. 74 G/Sr--1 DOUBLE WASHED STONE 4. 81 SLOPE Use- Model : Hvdromatic 3�-4*'_' < MVT (Tp--, (MIN) P e r-,- 4/10 lipf 3A" 111Z*DOUBLE WASHE G,�i < 2 MPI (TP-3) ST6F 5/9'DIA ORIFICES 2' 2 SCHEDULE OF ELEVATIONS EL. -96.30 END OF DISTRIBUTION LINES TO BE LEACH NG TRENCHES TO' VENTED DRILL 1A)"WEEOP HOLE AT I n'v Out Foundation (existina) 7.6' ELBOW OF VENT PiPE. R A 0 \J C,-J'r. V C r4 r 91 MEET THE Lnv. In Sectic Tan'�, REQUIREMENTS OF 310 Ole CMA 15.252 Inv. Out Sectic Tank 9 c . 7 5 ACTUAL NO.OF TRENCHES MAY I N, - Ile- OBS GW EL 88.7 JTP-1 I 5c_A(_f_ Inv. In Pump Chamber 9 5- . 7 0 VARY FROM DETAIL REFERENCE DULE OF SEE SCHE PLANV1EW AND CALCULATIONS Inv. Cut Pump Chamber ELEVATIONS FOR 95 . 45 DETAILS FOR ACTUAL NO.OF GROUNDWATER In D-ist--ibutilon Eo�x 97 . 83 r/,A,& Inv. TRENCHES. ADJUSTMENTS P F, inv. Out Distribution Box 9-7 . 6 6 r 1L J Inv. B e g' J n off L e a c h i P,g �F_J e I al . 49 100 p., I L Inv. End of Leachina Field 97 . 30 4 Bottom of Leaching e'' d 9-6. 30 L WEST (m 4,)t) Adjusted Ground ater 91 . 3 (TP-'i) w 70 64L4,015 2s is 13ARNSTA13LE -A— I I It 91 . 2 C-aA VE-4 --4 � 1A11 P V Observed 9R . 7 (TF ANTIOUCS A I I W t A f#4 t A VA N I S -4.4 R,(E J C 11AfTS ........... E T 'e, 400"""L C, 4, 0 g 4 59:01,4- 4 os,,�4a qojcm IOLOLF. Pvc LEGEND I /IOHF 1-T, 5t, 005 r II 1/4 ro 7,30 �?V"F DONAHUE at A If il 7,63 %, ASSOC. 4 40 ExistinQ Con��our - - - 98 - - - _EA�_TO 13 .640y- L 4 t> 4 PJ e- #40 04-1-0) 1, 6 Proposed Conznjr IMIL'i, 14P 0. 4a4l 30 POND LA Ape —4-�-4- 0 AT 331L A'W �L T o_s P I t. -------- 0 p_,C e I-tq _";�Zor /,I A effic' L= 7 4 ' Finished Floor F_'Le,,aI-_ion FFE I,-7V V'" 6-1 In (7-0 �,L-09 Blaseme�nt Floor Elevation 91 k 0 20 4) Water Line W 3 4 L Over Head Wi_-e OHW /000 6,4iJ_O,^J Opc_415101v .5 q11110Z 6,;),t&ccrLt) 4.0 T t/ e,,j Ir 1, 40hiro 7"61*12- p17, S P 7-1 z 7A 4 K CALCULATIONS: vqog' ',�? 40 60 40:7. 6-oJ ,�T. dqj rj A /t 0 C4 7-Eb S E-P-ri t -r:A-N X FA,em WE U-� E-r( 3 61".: Roll -90 '.7, u'l 90,2 ri., 5 sed-rooms (existinc) S T-p-1) no- �3) -_ SURFACE SEWAGE D3:SPOSAL SyS=,M 7-P 7t4-1-4) 11C GPD/Sedroom X 5 Bed.rooms 55�', GPD Barnstable P e r c o 1 a t a n R a t,e < 2' M P 1, C I a,,:, 1 0 7 4 S F 1247 Main Street, SCALE: APPROVED BY: DRAWN BY -ra 0 6 Oil 14V El 9.4 g a i FL.:' Ot 8 TP-16 Y4-310 7-P-14 er J /.2 0/0 1 PROPOSED LEACHING AREA: DATR: 10/4/07 Daniel is 'Johnson REVISED I I 4A 5 .I I I Prepared Ji= WC40-wan 0 (#?o If8o A 0 A+10 ror: 1247 Xain st. PAalt!t Trust, 26 Pleasant St, Boston, )M 01236 o+oo 0+110 0*A 0 67+10 0440 0*ro 0+60 Leachina Trenches : 5 ati ')PFL x 2fW 11H 7.1 291 . 2 GPD ;,,Ni 0 3PO 0 Side Area : F X 0 . 14 C-,SF Prepazed DCOftSTIC SEPTIC Daslx�N, INC. (508) 477-9909 Bottom Area : 3SO. SF X ,0 . 7 4 G S DRAWING NUMBER P JA� R MIM011 MOD' TO MEET -to By: P.O. Box 931, Osterville, bIX 02655 Tota 1 weAch_int� Catpac,-A�ty: 562 . Gl"D AZ4/p -- --------- _j TSST PIT DATA Z �O?C> SAL.'ON SEPTIC TANK LGNCAETE RISER �,� _ I Performed B rH?LDPgO F METAL MODEL SHORET ST•2Q00-H-10 T , � y: Daniel B. Johnso;. CL1VEiR TO GRADE EL t0 y c�4 LE ; I = 3 v� All construction methods shall conform to the _ itie V (310 I JA ,42Cf� = l3 S, 316 t ;r= 1 L or,2) \ CMR 15) and the Barnsatble Board of Health Regulations. ! ,OVER THE OUTLET �� FlNIS AEG uR:.LL Witnessed By: David Stanton 111=141 -COVERS SEE PROFILE 24"Dt ,. 24"DIA `'9,TMINI a'4,IH2 . The existing well servicing the property is 165 feet fromr I 1 ` ` Da_� : December 10, 2004 -- -�-^ the proposed leaching area (reserve area, which is the ! I 3 + i�-_-H 10 y �sr�w� OT closest point to the existing wel" ; There are no known. ! TP-1 (sL, = 98 2) S" -T- g E+,sr,^'v��'' 2 public wells 400 feet of the proposed leaching area. TheIL it i v , I v ! 4"SCH 40- Ec -95,(r�a�Gt- ► I proposed leaching area is �03 feet from the edge of the !! 1 I `� - , r m , ! ( 97 . 7 , A, 0" - 6" 10YR4/3 Loamy sand ( 4"SCH 40 f 10 FLOW LINE 14 ZABEL FILTER A ,0n p�,�C��Y saitmarsh/wetland. The proposed leaching area is not within. _ -96.00 1 1 1 DRr.1 EvrA'� I ► ► (88 . 2) C1, 6" -120" 2 . 5Y7/3 Fine sand 0 SEPTIC TANK TO MEE1 t � � ► , �_- 2�0 feet of a river (rent . ' i 4"SCH 4u TEE I_4'LIQUID LEVEL REQUIREMENTS OF r OS� - -�sO- oo ' � � � !88 . 7) 114" Observed Groundwater 1 GAS RAFFLE 310CMR 15'1'6FOR E'f�ST/N b � i , ri r � -- ,� i ` 3 . The existing leaching area and septic tank to be pumped and 4"SCH40 WATERTIGHTNESS - TP-2 (XL. = 99 . 6) TEE ETC backfilled with clear, fill prior to installing the new ; � septic tank. ALL WALL SLEEVES/GASKETS - 1o6rt� ' t o5 �, �� ( 98 . 9) A, 0" - 8" 10YR4/3 Loamy sand SHALL BE CAST iN PLACE OR o 6" (MINI a o MECHANI CALL'r (' " T INSERTED AT FACTORY o c p aq o�� `fi`-- 4 . No changes are to be made in the field without the aporova_ � 97 • 8) B/�► 8 - 22 10YR5/9 Loamy sand o COMPACTED G FFE' lot I . STABLE t LEVEL BASE CRUSHED STONE r• of .'r:e Board of Healer: and the design. engineer. i 9. 6) C1, 22" -120" 5Y7/3 Fine sand L' ?/4"DD No Observed Groundwater o 7,o * SEPTIC TANK DIMENSIONS. 12'L X 6'6"W X 5'8"H a r a >>1 g for use wi I h•�+� �� .. joo ,9 � , i � b qS 9A 5 . Proposed leaching area is not designed ` ' t ? 'A q9 ��t i �� garbage d1sccsa- . Remove any existing garbage dispose; . TP-3 (Q- = 99 . 8) g 93rb /� / / / 9 ALARM TO BE AUDIO AND #,ol _ �� '� / i / / / VISUAL 1000 GALLON PUMP CHAMBER / � 6. Contractor to notify Dig Safe 72 hours prior to P ' 99. 3) A, 6" 10YR4/3 Loamy sand construction. r800) 344-7233 . . 99 . 3 ) B/C t•" - " PUMP SHALL HAVE INTEGRATED MODEL. SHOREYST-1000-H10 JUNCTION BOX'.v,'L)uiL:, -. l i.0YR5/8 Loamy san,.1 OVERLOAD PROTECTION / / / / an d PROPOSED GRADE 9 _ ._ 4 I u 1 �`1 1 A" ...t 31" ! . 7 Y I/ E 1 n O o1-1 SCALE a NONE DISCONNECT PLUGS TO BE 7 . Property line, house location and d '-r_undwatar LOCATED OUTSIDEQFTAtNK li KO Oblsor�rn, .. 24"DIA 24"DIA y (MINI JUNCTION BOX 9�t 9zT / 91 t° 1 y / J P Y pool information obtained ` 1 / from "Plan of Canal" TP-6 (2L - 100 2) SEE "PUMP�ALCULATiONS"4ND HARDWIRE CONTROLS prepared by Cana Land Surveying, dated .March 31 , 2005, Paul Ryll, PLS. Wetland delineation (actual. "FLOATSWIT_ 4 CHES"FOR 4"SCH 4L1 •' TO COMPLY WITH resource area flaggpa by Sabatia, Inc, of Pocassett ) taken FURTHER DETAILS FLOAT RAIL / MANUFACTURERS _ .. -3r•; ( 12"SCH 40 PVC � S `. 9 t>i�t� t,ir/N a9t0 p t` Land preparec by Canal Land Surveying, as _ "' PUMP CHAMBER TO MEET 1 I to E L •95 70 from "Plan cl T 1 t J SPEgFlCATIQNS ( ",•, c. r ; , t b ; -.c ,�„ ( HIGH WATER D 2 1/2"SCH 4G. September 2004 . The septic p_an is not t0 tie uses �s , WATER TIGHTNESS SE10•rIC r�MK + n i, 'cT-- SErrrc fps 00 a property line serve �1 ,I 7cPvc•t '.t •i�i:;�i?»Icr CONCRE TE RISER COVER Wi P'JMP ON o I /8'•D1A WEEP H01_E t r. f, , i +„r CHILDPROOF METAL LOVER 4"SCH 40 TEE CHECK VALVE \ Contrac -,or Shay Jey _f J all TO GRADE OVER OUTLET PUMP OFF \1 piumi�_na crom ex-sting s�: :c ale i COVER SEE PROFILE PUMP CHAMBER TO wi 11 be connected to the new septic system prior to MEET REQUlREME"�' . . 1 J � a J /OUD 9btl`1 911 / existing � * ' � r 'r " J t M4/ .� vatA Jartt7 AL` {, \ �:! construction . Ii any plumbing eX` Z11- t she 7 OF310C�4Rt5.231 ` , \\ _ -' structure is found to be different then that shown on tr.e 11'`� '1 ' 4" - L '0" 2 • 5Y7/3 tine sand H �� P`r�P 1 Nc: O1^ servea Greundwat3L �/t�t�►7il)rr/t \ `� � \ 93 •� approved septic system plan, the contactor shall notify the o o CRUSHED STONE k*> - 93 �, designer .. All internal olumbing shall be connected to new LJFTING CHAIN o 6" (MIN ' o `D c/-3/4"DIA. STONE SECURED TO TC 9E MECHANICALLY - -- POOL F' \ \ �� Septic system, .:nleSS Otherwise specif_ed. ! TP-8 (iL• = 99 . 6) ( FLOAT RAIL AND PUMP,(ACCESS COMPACTED A*rK N. � i o3 � � � 94 FROM MANHOLE I. ALL VALVES STABLE LEVEL BASE -- P.(A /8 ;� '• •= l" - 6" 1 OYR4 '3 T OUTFITTED O BE REMOVED i -2 _ „ �-� � y -h proposed leaching n area - - � � OUTFITT T AsS�rE r£c, rooroo 9e6� � +� 9. Remove feet horizontals aresnd e p g Loamy sand TANK DIMENSIONS 96"WX41Q HX5'9"H AUNiQNTOBE coNc 0AV0 Er' N, +� j� (88 . 6) L_, 6 - 132 2 . 5Y7/3 Fine sand INSTALLED AFTER THE90 _ 9y 9>w 9ti and to a depth Of approximately 6' - 9. 5' (only on the � T _ y ALL WALL SLEEVES-IGASKE T S PUMP SHALL BENSTALLED iN STHILI LUWUHMANLL WI I H DEGREE ELBOW AND �F _ 9� W western :side of the leaching area, fill, topsoil and clay !�c Jb apr•.rec Gr_undwater CAST IN PLACE OR INSERTED MANUFACTURER'S SPECIF1CATt MAW SHALL BE EQUIPPED WEEP HOLE OF THE '�r! �J RN E k ® „- _ - Title AT FACTORY AF�PgOVED POWERED BYA T SEPEgATE Rr,M DtSCF,ARGE FQRCEMAIN �oNc R-iTrE sc�a8 9� ��r' r? loam is er) and replace with _ tle J fill, 310 CMR 15. 255 . _ ry Poot F,L.7�R �- - - _+ »r9 '� _ -- ` A` _ A 9 C 9 y * p 1 `�^ PENETRATION Sf c +�;"!rpG I°i)W ALA" TO YF LOCATED wAATi1M IMJII mm �` � f The total amount of fill (sand) is approximately 150 cubic - y t W" PIT DMM � - , ! -- _�_ --- --_ -' a �576A TIC" _ �.f _`Y to natural, eoao ica_achanceOf fill (sand} may var,� due �---- -- --- - _. rr R ` y TP 4 tp ___1 ��o�F f IrN.` i9 _ , t 8tb �I 91"U� ,,EJ g �J t `ildt Can @X13t thrOliCheut the I iNSTALLACONCAf IE F�!5ER �EPaacE �' AJ 9 AF� �GR-8'� ��--- - �\ proposed leach nq area . ` .rmea 3y: Daniel B. 3onnsor. 4ND C}iiLDPR00f MEAL A U -�' ' 4 42 �¢ ,=:.- ••JC- _ _ �� i ".ER TO GRADE DISTRIBUTION BOX x- : :,esse' By: None MODEL OB 6 H 20 H 20 Q � ' ` 'r F xx �� Z'i�1' ' 8: C � , �L ra'_. : September ?_8 2 ` 7 ! 4"SCH 40 OUTLET LATERALS REMOVABLE COVER z�reot9 \ Et ` E - DISTRIBUTION BOX TO MEET V SHALL BE SET LEVEL FOR A Y High Level Alarm: 18" F 1 , REQUIREMENTS OF 310CMR Oki- \ l o` g 9 3. 0; TP-1A (EL . 98 . 6) 15.232(WATERTIGHTNESS. - T ST TWO FEET MINIMUM CONNECTED T CONSTRUCTION,ETC). - - z' EACH DISTRIBUTION LINE _ \ \ Pump On : , WITH SOLID SCH 40 PVC PiPE P 12" (E1. = 92 . 5) l /0��`%N \ 1'�,99 b FD(! crvyMD 1': . : J ,., _ 41" 2112"SCH 40 6" i \ \ 1 Epp Shyf W Pump OZr : 6" IEl . - "(4) . :t ; ,. N0. OFOUTLETS 5 41„ - 76" 2 . 5Y6/ 3 Clay loam USED: 5 EL -9783 EL -97 66 \\\ - 92 . 0 6 1_i 10YR4/f Medium san:i � � °Q°0 6"(MIN) o � o CRUSHED STONE <;-3/4" 2 t/2 SCH 40 TEE ° ° ° DIA. STONE TO BE gALH►�'& r��NLi'tGS \ \ \ \ Reference from bottgm of pump chamber 'O r?h �F.r`'F'd Groundwater T MECHANICALLY 5 AT 318 L.t w r �� \ \ \ 1 P' . ; I 00 _ 2 STABLE ABLE LEVEL BASE 24 Hr. Capacity: 643 Ga.t: ons I COMPACTED _ ) _(8' L X 4 . 3'W X 2 . 5' H) :{�-'' .48 G/CF TP-1B OdL . 100 . 5 / \ 1 Gallons NO OFACTUALDISTRIBUITON O - Back Flow: 3 1 _-- r 3 - Dosing 6 times/day at 122 ;PD s baCK slow) (97 8 ) A, - iu"' i.JYciy; .i S'arl'sy l.uarll LEACHING TRENCHES -_INES 5 c� _ g Y ( include.. _ � P "91 . 0 , C 1, v LENGTH OF LEACHING LINE ' '-•Q" -114"' 2 . 5.4/o Clay .roam 3g LEACHING TRENCH DIMENSION (86. 5) C2, 1'_4"-168" 10YR4/6 Medium san(. N "END"CROSS SAT 3B'Lx2'wx1'H PUMP CALCULATIONS : .. b 1 - - 3 8 R :4 4" Observes: = r r , - FINAI.GRADE TO BE STABIL�D E °o Static Head. El . - 97 .83 : .dwace- SCALE NONE r ■N E PLRCOLATION Ta8T DATA FINISHED GRADE(SLOPE - 021 � Dynamic Heat.: u 4 F: }: 3.9© : I, �y�.�,. s � SCH s0 PER PV: Date: December 10, 2CC4 1� (MIN( - � Total Dyrnamic Held: g,61 * 3 -77 EL -979s E� =9730(ENO (BREAKOUT( •� - 2" AYER 1/8"-1/2" SO11 �'ass : CidS3 I (0. 74 �/$F) j DOUBLE WASHED STONE iT!3A : Modei : Hydr.omar . , F'4 BISLOPE 4l 10 Hp, :r y..� Pere Rate: < < MP T ; ^r- (MIN) � _y 3itl- I I/2"DOUBLE WASHE ) C L _._. �_.. - __..�__ - -- ._ -- - __ _ _______-� __ _ _- z Y STONE --__._- ---_._ _.------- -.. SCSZDiJI,,E OF ELEWATIONS 5/B"DIA ORIFICES " �- I ` EL -96..E I I VEN END0 D DRIDISTRIBUTION L B/B' WE OP HOLE AT � j/ ` ` T � q•'scN q� vE,�T. vr.vr inv. Out Foundation (existing) 98 _ C ;6' P� J G/� >� > i j r._ CHiNG TRENCHES TO C. ! 8 is 4E 1_0LA rEb� Lnv. in Septic Tank ELBOW OF PIPE MEET THE /4S SNow►� Inv. Out Septic Tank 9S . 75 REQUIREMENT NT; '- �F N��Esf/►�� ACTUAL NO OF TRENCHES MAY GtR15�25�2 I ry. in Pump Chamber 95 • 7;0 VARY FROM DE TAiL REFERENCE I DBS GW EL. -8B 7(TP-1) Git�S SE�T'to�I /4 PI��i'aS6aSEE GA4eE Inv. Out Pump Chamber 95 . 45 DETAILS VIE WANDCALCULATIONS ELLEVACTIIONSFOR F �-- \ Cxr( r/N6 lnv. in Distribution BoX: 97 . N3 DQE�SIlRACTUALNO OF uROUNDWATER I colt. o ,2�SEw� nE Inv. Out Distribution Bo)x 97 , 66 ADJUSTMENTS o° ---.� �---- - _.- --�, Inv. Begin of Leaching F ie, 97 . 49 ! / _ ` C°v�R, Inv. End of Leaching Field 97 • 30 T �` 1 Bottom of Leaching Fie?di 96. 30 WE5 T ►": ►• U�-'�n� rt� p� 3'(M4x� '�. � Adjusted Groundwater91 . 3T __ ( T P AR.I y �� .�� ' . L i i r r"',�y ---�y ----- --- _ :;b s e rued E S HW^_ p E R N S TA B L cN rvur -�_'.�•--��-... ♦AR.tGJ ��. ---'--...�...._�- Z .-..-�� W[A/N!AVANC5 0 V �xrST/Nb _ SS,_ �- i ---J-- -__ - _ _,�l ��As�s HONETSuCKLE �'►� �h 1. I 4„S�a+l�L * _ ~_-"'-�--_ _- u . '3CMi o - .. :- .._..-s--- �..�__ a i HILL t3 g D ti �° ��e I q �q ScN 4a - q. El�r. �v r � It y - -- c • o 4 , 4 ---•�.. � LiO�'� r � �';� b P;c�PosEA s<.H o �7_____83 "'""') �•30 v - --- " ; ---- ~r'1, a�,i rJc� DonANUE " -+-r - 1/t0l11► 9b 4"1L�1 Q� 00.- 1>'�O� _- - - - - K put P►P� 97,49 Existing C��ntr:a: y8 •o �, . r Rssoc • q 4o '.k-.zQ\ 4f�, ar REAlTOgS 96r0o 9 S 5 -44 Sr>o / GE'4cr-r �N6, O Proposed C; n -- 9B MILL'' NM'r� y, N sr I • , rn-chuff S 6,3 <;1 , p0ZCS rlA AT 331. K �w XI H Test -Pit �-�/ ;"'+e • ' to (TD 5�®IE ,y�ck 7V P��r} b, , ,� ' b� I r-i Finished Floor El.evat ion FFE Z ��PrsicE h•i "' 51 1EE NorE Basement Floor Elevation BFE 20 80 ? tv Water Line W � �, I = IZ i •�� J� � � � 4 �000 6-4oN Ovir Head `W_re .v 5CP Tlc WK - /°tJMl� 4�Jr GYM► O7. u-' �7 Gw ► C7LLCv1 �18: 6 /`'.u.rP C ✓1 v6 E� A�ic S, c?� y, C Erter.4 9/i,/ 0 N. �l��_ t'fP- /8) �, �o r ! S Bedrooms (existing) rP- (rP 1 a T'BSURFACE SEWAGE �SPO�Ar SYSTEM �,`p � �R' S � � I,S � + r GPD/Bedroom X 5 Bedrooms 550 GPI �k4v � �'�1 '� S , � - ! Percolation Rate - 2 iMPI, Class T C . 7 ' G/SF;( Main Street W Barnstable �$S W EL• 38.5 140, �0 4 �6S 6 EZ'` Sg .� 7 roan EL• aa. b JiSS, f1�t F„L.= iI�.�J :.' iA f°� SCALE: APPROVED DRAWN By --- rP-/�q ,l2s/a - T /'� 1; A�/o/a _ 1�J PROPOSED LEACHING ARB.A: '" ►� �,. T-- T--- --- ( �. ----T- - -I a / " DATII; :0/0/ Dane. 9 'oh^s.r. REVISED w �kcPrepar"d Hc' ,wti., : #1 0 - 0+40 o+So ofbo p+�o vrl�o a4yo tteo /+1 0 /tdo r r9° ,a roe �./o � • z o ,caching Trenches : 5 at 38' L x 21W x 1' H pd nor =�' ,n a.d: , �rZ�t :� P:aaser:: g• 9. r Ku. .rah Side Area : -74 G'/SrF 380 SF X 0 . 281 .2 GPD Vr _ /) , .../ ,.. r�eer S T 3.7";: OESZQN. 11C (5091 4 '-9909 DRAWING NUMBER Bottom Area: 380 SF X 0 .74 G/SF' 281 .2 �G+�PjIn� (j/ 6 . 4 ti C iJ s[e r�i .. NA 0 � Tota- Leaching Capacity * \ ,f ��' _= r_E TZST PIT DATA GALLON SEPTIC TANK �9:r7-I(L 5Y 5 7-F(61 NOTE S LtNCRETF-RISER W/ CHILE)PSOOF METAL MODEL SHOREY ST-ZM044-10 41 Performed By: Daniel B. Johnson 7 30 COVER TO GRADE EL 98.0 'r 1 . All construction tethods shall ' conform to the Title V (31.0 OM THE OUTLET FINISHED SWE CMR 15) and the Bar'nsatble Board of Health Regulations. AND INLET 'Y 13, 3'16 6L. 07-2) Witnessed BY: David Stanton D' COVEIRS.SEE PROFILE 2if IA :?4-D 19TKN) 24ii"DIA /V 0-rc 2 . The existing well servicing the property is 165 feet _f�om Date: December 10, 2(004 i the proposed leaching area (reserve area, which is the -10 3 _H closest point to the existing well) There are no known 6 15 OT TP-1 (EL. 98.2) 6.1 4 1 L public wells 400 feet of the proposed leaching area. The 3" 4"SCH 40, EL-95.75 proposed leaching area is 103 feet from the edge of the 4"SCH 40 FLOW LINE ( 97 . 7 ) A, 14' 1 0" - 6" 10YR4/3 Loamy sand EL 96.00 ZABEL FILTER Ai '100, P P-4 cuo saltrnars.h/wetland. The proposed leaching area is not within 11 .�11 "1 71, 1 (88 . 2) C11 6" -120" 2 . 5Y7/3 Fine sand J. L- 1 4"SCH 40 TEE SEPTIC TANK To MEE t 0,�j 9 200 feet of a r ver front. 4'L1QUID LEVEL REQUIREMENTS OF rtN 6- (88 . 7) 114" Observed Groundwater GAS BAFFLE 310 CMR 1 a 22S FOR WELL OrE X) _AQ SJ- 3. The existina leaching area and septic tank to be pumped and 4"S CH YATER TIGHTNESS, backfilled w'-ith clean fill prior to installiing the new TP-2- (EL. 99.6) E ETr_ ALL WALL SLEEVEVGASKETS W of septic tank. => (92 . 9) A, 0" - 8" 10YR4/3 Loamy sand V' (MX") to6 105 �j�\� I SHALL BE CAST IN PLACE OR CD MECHANICALLY INSERTED AT FACTORY. COMPACTED 4. No chanaes are to be made in the field without- the approval (97 . 8) B/C, 8" - 22" 10YR5/8 Loamy sand r-lecl 10 0 (.39 - 6) C! , 22" -1120" 2 . 1-v.7/3 Fine sand STABLE LEVEL BASE CRUSHED STONE %+6o,' of the Board of Health and the design encineer. Ic <-3/4"DIA. OX f 0 1 .0 ;Z-eAy Sri, 103,1 No Observed Groundwater SEPTIC TANK DIMENSIONS: 1ZLXG!1G!'WXV1r'H 0. v it a7aot j� 44 5. Proposed leaching area is not designed for use with 6-A 1944*f 10 C - - Cf TP-3 (EL. 99.8) 4A 1 0, 01 garbage disposal. Remove any existing garbage disposal . ALARM TO BEAUDIOAND 1000 GALLON PUMP CHAMBER I A VISUAL e .0p 6. Contractor to notify Dig Safe 72 hours prior to (99. 3) A, 0" - 6" 10YR4/3 Loamy sand t 6"' - ' R" 10YF.5/8 Loamy sand OVERLOAD PROTECTION MODEL SHOREYST-10MI-I-10 JUNCTION BOXWP!QU`IC0 PUMP SHALL HAVE INTEGRATED construction. (800) 344-7233 . SCALE-NONE DISCONNECT PLUGS TO BE (�39 . 9) C1 , PROPOSED GRADE 1.8" -1132" 2 . 5Y7/3 Fine sand LOCATED OUTSIDE OF TANK 1.0 No Ob,.qerv-�d Grcoundwater Hill 7 . 24"DIA -v<24'-Dtk� 9P Property line, house location and pool information obtained (MIN) JUNCTION BOX from "Plan of Land" prepared by Cana' Land Sur ey' d a t ed' v ingl, TP-6 (FL. 100 .2) SEE"PUMP CALCULATIONS"AND HARDWIRE.CONTROLS March 31, 2005, Paul Ryll , PLS. "FLOAT SWITCHES"FOR 4--SCq4o To COMPLY WITH Wetland delineation (actual FURTHER DETAILS. FLOAT RAIL MANUFACTURERS resource area flagg+,,d by Sabatia,, Inc. of Pocassett) taken EL -95.70 .7 (11/Z'SCH 40 PVC) SFECIFIWIONS from "Plan of Land" prepared by Canal Land Surveying, dated PUMP 13 CHAMBER TO MEET 2 1/Z'SCH 40, HIGHWATER 0 A 0 0 0 ffALLOAI 4 . The septic plan is not to be used as - WATER TIGHTNESS a property line sur yr September 7, 200 j 1/9 DIA, WEEP HOLE CONCRETE RISER COVER Wi PUMP vey. ON o 4"SCH 40 TEE CHILDPROOF METAL COVER CHECK VALVE 03 PUMP OFF C) 8 . Contractor shall verify all plumbing from existing str TO GRADE MR OUTLET u c t u r e C]OVER.SEE PROFILE PUMP CHAMBER TO will be connected to the new septic system prior -to 4" 1GYf-,4/'3 LIc"arrly sn-rikl MEET REQUIREMENTS /000 construct�ion . If any existing plumbinc exitina �hie OF 310 CMR 1 S,Z31 Ali 4 (rA structure is found to be different then that sh'own on the -ji2011 2- 5Y-J/3 Fine sand H-10 Puef # I approve No Ob5erved Gr�-,undwater 0 Zn ,CRUSHEDSTONE �+,+ I - ; fy -he C_-) C=.- 6 xs&tt d septic system plan, ,the contractor sha' -L no.. L C> (MIN.) <A-314"DIA. STONE 0 desianer. All internal plumbing shall be connected it� o new LIFTING CHAIN SECURED TO '�� 0 TO BE MECHANICALLY f.&.- TP-8 (EL. 99.6) FLCIAT PAL AND PUMPJ ACCESS MPACTED POOL & "N' sep,11:1c system, unless otherwise specified. STABLE LEVEL BASE ROM MANHOLEJ ALLVALVES 0� 9 9. i 0 6" '10YR4/'� T OUTFITTED TO BE SEMOVED. 9. Remove 5 feet horizontally around the proposed leaching area ��oamy sand TANK DIMENSIONS:9 6�,WXV 11r"H X 6 r H A UNION TO BE rt'f (00(oo e 6\ LV INSTALLED AFTERTHE 90 ,4 0 0 A f CON6. eArlo EL� -95 and to a depth of approximately 61 - 9.51 (only on the- (88 - 6) C1, 61" -lL32" 2 . 5Y77/3 Fine sand ALL WALL SLEEVE SXGASKETS _n PUMP SHALL BE INSTALLED IN STHiu i LUWUHMANLt W1 I H DEGREE ELBOW AND rDp COFAlax 9; western s�ide of the leaching area, fill, topsoil and clay No 0bF-e2r1.?a_d G--cundwater CAST IN PLACE OR INSERTED MANUFACTURERS SPECIFICATIONS AND SHALL BE EQUtPPED WEEP HOLE OFTHE L 4.1 AT FACTORY. APPROVED WITH AN ALARM POWERED 8YA CIRCL"T SEPERATE FROM DisCHA loam layer) and replace with Title V fill, 310 CMR 15.255. RGE FORCEMAIN PENETRATION SEA METHOD 0,4 pool. f I I-Ir F R_ __ - 6 1 01 - PUMP ALARM TO RE LOCATED UITHIN SUILDtt4rA �/00 The total amount of fill (sand) is approximately 150 cubic 111111111 eA� the am. ountof fill (sand) may vary due TEST PIT DATA yards. Note tha4- /00, 0, to natural, geoloui cal changesthat can exist throughout the (,se�#Ls) !NSTALLA CONCRETE RISER proposed By: Daniel B. Johnson /0 ...... .... .... AND CHILDPROOF METAL U 99 DISTRIBUTION BM< N-1 o f CMR TO GRADE. 4. 4 4:z H-20 MODEL DB-S H-20 A 0 nesned BY: 1.11one FLOAT SWZTCRES: REMOVABLE COVER 4",SCH 40 OUTLET LATERALS DISTRIBUTION BOX TO MEET a,�e : September 28, 2007 SHAU BE SET LEVEL FOR A jL f4t 0 _U High Level Alarm- 18" �(Ell . 93. 0) REQUIREMENTS OF 310CMR MINIMUM OF THE FIRST TWO TP-1A (EL. 98. 6) 15-232 N/ATERTIGH'TNESS, FEET AND CONNECTED TO CONSTRUCTION,ETC]- EACH DISTRIBUTION LINE .......... 12"' (El. 92 . 5) WITH SOLID SCH 40 PVC PIPE , r- Pump On: tz, ri5 2 la'SCH 40 jDi 95- 2) Fill, 0" - 41" NO.OF OUTLETS EL 9Z83 -97-66 V Tr (92 . 3) Cl, 4111 - 76" 2 . 5Y6/3 C.1ay 1.oam USED-. 5 . ____ I Pump Off: EL /V1 6 (El . 92 . 0) 0 0 6-(MIN) 4� CAUSHEDSTONE 0.3/4" ' A, , \ f, N 197 . 6) C2, 761, -13211 10YR4/6 Medium sand -0 0 DIA. STONE TO BE CJ4 1 tj 6' -riz el'I C 6) 2 1 Ir SCH 40 TEE Ref erence from bottom' ot pump chamber 120 Obne.-v"d (.3-rourldwalt:4-,%ir MECHANICALLY, Y4 * _o STABLE LEVEL BASE COMPACTED 3 1 00 24 Hr. Capacity: 643 Gal-I.ons TP-1E , (EL. - ,100 .5) (8 1 L X 4 . 31 W X 2. 51 H) X 1 . 4 8 G/CF Back� Flow: 31 Gallons NO.OF ACTUAL DISTRIBUITON oil UNES-5 C, (97 . 8) At - 10"' 10YR4/3 Sandy loarn 3 Dosing 6 times/day at 12� GrD (includes back 1.710w) LEACHING TRENCHES ( 94 - 0) cl 1 10" -11411 2 . 5V/6 Cl a y 10 a.rn LENGTH OF LEACHWG LINE: 3Z PUMP' CALCVLATIONS: (86. 5) C2, 11410-168" JOYR4/6 Mqdium sand, 'END"CROSS SECTION LEACHING TRENCH DIMENS10h� .3 5AT,rLXZWXI'H , _1 A 144" Observed GrOundwater SCALE -NONE '3V 0 FINAL GRADE TO BE STABILIZED, PERCOLATION TEST DATA FINISHED GRADEISLOPE-.021 ra Static Head: El . 97 .83 F1 . 91 . 5 Dynamic Head: P4 Ft: X 3,90 F�-/ On 1� I - Date : December 10, 2004 4"SCH 40 PERF.PVC 12--(MINI Total ')yn,- 5, E L.-137.30(END imic Head: EL-97.99 -77(,_A'M (BREAKOUT) Z'LAYER 1/9'-1/71 Sol. -lass: Class 1 (0. 74 G/SFI ) DOUBLE WASHED STONE Pre- el SLOPE Mode I : P Y'd ror,_-i r. (MIN) Pero Rate: < 2 1,�Pj (17,p-1 ) 41,10 HP, 10 vo' !.�, � < 2 MPI (TP-3) 0 3/4"-I I/Z'DOUBLE WASHE STONE SCHEDULEOFELEVATIONS 5/9'DtA ORIFICES 2* 2' EL-96.30 END OF DISTRIBUTION LINES TO BE VENTED.DRILL 1/?'WEEOP HOLE AT LEACHING TRENCHES TO' A,Isc t4 _q u v C jr. v rA r Inv. Out Foundation (ex-isting', 9 8 . 01 ELBOW OF VENT PIPE. MEET THE IPA 0 j4:- Z Lr �EP`71( 5Y575M Eb I nv. In Sep- - c -ank 96 . 00 REQUIREMENTS OF 310 C-,4,1 er I I CMR I S25Z jox - 6-5 5#0"P�J le- /'Ij E 4 6 S J.A X'4 Inv Out Septic Tank 95 . 75 ACTUAL NO.OF TRENCHES MAY OBS GW EL 88.7(TP-1) 7 nv T n Pumc "hairber 9 5 . -0 VARY FROM DETAIL REFERENCE SEE SCHEDULE OF 0 1 11 1 PLAN VIEW AND CALCULATIONS -1 0t4 Inv. Out Pump Chamber / ELEVATIONS FOR 56(-7 95 . 45 DETAILS FOR ACTUAL NO.OF GROUNDWATER 13 r 114 6 Inv. D' 3tr4bution Box: 97 . 83 TRENCHES. is) ANUSTIPENTS _nv. out Distribution Bo�x 07 . 66 too if_70-0 7.WI Inv. Beain of Leaching Field 97 . 49 C(E-- 99.6 _40 N C'� C,0 1 LID rA--'Or Inv. End of Leaching Fie�ld 97 . 30 -rA L 00 V 2ottom of Leaching F4eld[ 96. 30 16 Adjusted Groundw�ater WEST 70 64LAD 91 . 3 (TP-1) 91 .2 (TP-8 ) BARNSTA13LE A-1v y Observed ESPWT 99 . 7 (T2-1) SALI* AN'Tto vtS 7-- - vAlta 1� W(ArMlAvANES lAt& I. "Ill CRAOTS T 'fil .11, 20 HONEYSUCKLE, 4�04 A 0 4110"P 0 4 ScH 40 4 JC.N 40 *0ZILY. AV( 005 30 1/4 ro Nib. DONAHUE 7.63 IN.) ASSOC, 40 10 0 Existing Cont-our 7 17 I EALTOR5 98 C: 'Pi ME b -K A.- 49# - 0 96,00 Proposed Cont,_,�r M LL ., -C -j-A I .2 YZ 0 5AT 3 y, 1'14 Tess" -Pit 10 3 InA tW 04 Ifq 2 jc zis C Erl 0 V Finished Floor ELe%,ation FFE (7-1 5(-81`9 64-t fee"C f, L ac J's L A icr t4orc Basement Floor Elevation BFF 9- S, cpqer#..t 0 20 ,A 4a SIX Water Line W 4 thnAvami 0 3 4 l'o Over Head Wire 0HW .200o 6-41,10114 /000 6ALL-OeJ 7AV A (D Izz rCrLr) .4-0,Tvo-,%eej1, s A0AjF0 '7 7s?- a 4 C j t V 6-re .4 e 4 410119,1 C 4 L CALCULATIONS : 0 &-0 119 AN T. got/ eL": 9 0 0,2 9 0.1 0 5 Bedrooms (existina) T-P-1) Jlmllll'14ff SU13SLTRFACE S EWAGE DISPOSAL SYSTEM 1-10 GPD/Bedroom X 5 Bedrooms 550 GPD -Earnatabl-e Percolation Rate < 2 MPI, Class 1 (0 . 74 G/SF) 1247 Main St=eet, W. APPROVED BY: SCALE: DRAWN BY 68.4 FT- 96. 6 .x VATR t 7P-16 5�1-2,jlo 1,4 3/07 PROPOSED LEACHING AREA: 1014/01 Daniel 2 Johnson REVISED T _T_ A '11, Prepared =XcGcwan rid 0+10 0+.10 G+Yo 0-f 40 0.0,ro 0+60 0 04.90 Z 0 0 .2 4 A 0 .14-3 0 A+ 0 +.370 0+00 1 51 ror, 1247 gain St. PAwalty Trust, 26 Pleasant St, Boston, XX 61.236 Leaching Trenches : 5 a I :. t 381L x 21Wx 11 .4 I / of Sido Area: 380 SF X 0. 74 GISF 2S1 .2 GPD Prepared DOMSTIC SZPT1C DUXGN, INC. (BOO) 477-9909 DRAWING NUMBER JA' W it )Ls MODI To MEET Bottom Area: 380 SF X 0. 74 G/SF .2q,l 2 !2pp (6-7 by: P.O. Box 931, Oxtervills, M 0'21555 -2191 -Loaching Capacity,, 5F2 . 114 GPD Total 10, owl, 00-olmo-1, TEST PIT DATA ; NOTES 1500 GALLON SEPTIC TANK- � 7'1 L S 5T�M ` ETE RIS W G ffN o 5 �' Y r y _ MODEL SHOR Pe _ H�PROQF METAL- EY ST-2000.4•t•10 .� � � ( rfor-.?:ed B Daniel B. J , y e Johnson COVER GRADE EL-9RO 1 . All construction methods shall conform to the Title V (3i0 FINISHED GRADE JA' SC�4 �E : / = 3 0 -' OVER THE OUTLET .CMR 15) and the Barnsatble Board of Health Re ulations. - AND INLET , � g tiditnessed By: David Stanton CDVERS.SEEPRQFILE 24 DIA 2d Ola2a"Dia 2 The existin well servicin the r g g .. proPe_ty is 165 feet .fro:^ Date: December 10, 2004 r the proposed leaching area (reserve area, which is the i 3" 3• H to 1 closest point to the existing well) . There are no known t E y t 5ri�(y r I TP-1 (EL. = 98 .2) 6„ yes. �-� I ; E+tt>'�Nb'� public wells 400 feet of the proposed leaching area. The 4"SCHdq, EL�95.75 �r I g,tet t 1 ° proposed leaching area is 103 feet from the edge cf the ,. ` 4"SCH40 FLOW UNE ,, 1 i U� ( ( 97 . 7 ) A, 0 - 6 10YR4/3 Loamy sand EL-9500 117 1a ?ABELFILT�r�A 1C0 D'sl')r�� - 1 a�-� i t saltmarsh/wetland. The proposed leaching area is not within i Cl, _ ,. t 1 I I ► f f' river r (86 . 2) C 6 71.20 2 . 5Y7/3 Fine sang •• SEPTICTANIKTOMEET I 200 feet o_ a _ive_ front . -- ., ;4 SCH 4'U UID REQUIREMENTS OF r oS�8 .?s-doo , i (8 8 . 7 ) 1 14 Observed Groundwater Q LEVEL I ' P(C P I ev S r/N lr / r GAS BAFFLE 310 CMR 15.226 FQR G/tAVEt- N �� -� �� 3. The existing leaching area and septic tank to be pumped and i = a SCH 40 WATER TIGHTNESS, ztV�wR�I �. /erA5, �SGl oft_ / TP-2 (EL. 99 .6) TEE ETC p, �,P, backfilled with clean fill prior to installing_ the new w� , . ',- septic tank. ,,f Q ., ALL WALL SLEEVES/GASKETS 06 to6t9 1o6-f� r f - MECHANICALLY I , � . 9} P_, Q - $ iOYR4/3 Loamy sand SHALL BE EAST IN PLACE DR 10 •. i 7 _ INSERTED AT FACTORY. C� Pit Xrs r/�lb �toOS� ,� � '� 9 . 8) B/C, 8 22 10YR5/8 Loam sand COMPACTED f f .- � � ,� �4 . No changes �•r� to be made in the field. wzthou;�t the approval s Y .... CA o� , , ,rLIur< 2r� p- C „ _ " CRUSHED STONE Y7/ Fine sand STABLE LEVEL BASE . •.. l B�� : to�,7t t � � �W � ) {$9. 6) .,�, 22 1�0 � , FfE of the Board of Health and the design encrineer. <-3/4UTA. GAh'a�E Extsr,nt(r gFE: 99,bt ' 03 nz lot ' %b�� 9� No Obse_Observed Groundwater rVo �`8'H/ sta7,of � �i -/� 9i q� SEPTIC TANK DIMENSIONS: 12'LX6'6"WX5'g'H _. To•f --=� . � �(� 5. Proposed leaching ,area is not designed for use with ��rzAblr- jo° . . ' /Bb qr, 9A �y TP-3 (EL. = 99.8) i / �- aarba a disposal. Remove an existin garb c b, a e disp osal . ALARM TO BE AUDIO AND x / 9 . / q Imo-" _ DECK- 99tb' i / '/ / �( S 1000 GALLON PUMP CNr4MBER i i v� -, .. .. VISUAL /o i / / / (99. 3) 0 6 10YR4 3 6. Contractor to notify Di Safe 72 hours Dior to / Loamy and t /oo j / / / / f / �- Y g Pr o '3l f- .. _ „ PCIMPSHALLHAVE INTEGRATED \ 9 S ' 6 1. 10 7 R 5/8 Loam s e rid OVERLOAD PROTECTION t MODEL SHOREYST OM.H•10 JUNCTIONBOCWIQUICIC" � . _ � - .' / / / / / / / I construction. (800) 344-7233 . OSCONNECTPWGSTOBE 99�I },•¢Cy�� (RH . P ) Cl , IR" -132" 2 . 5Y7/3 Fine sand POSED GRADE SCALE=NONE Li]CATEDOUTSIOEOFTANK Np t er•Jc G ou t t r ,� = �_ 5. _� .�r.,undka _P� t �r4 I 71A Ito dt � SS U^� 7 . Property line, house location and pool information obtained -- .. - T S I r 9fI `� q1t / 9 P Y P 24 DIA 24 DiA 9' (MIN) JUNCTION BOX 9 ,, D • a r Surveying,t „ from .Plan o_ Land prepared by ..anal lend Sum .Ey_..g, dated SEE 'PUMP L HARDWIRE.CONTROLS TP-6 FT,. CALCULATIONS"AND c.r< '�� March 31 2005 Paul R ll PLS. Wetland delineation ( � ( lOq `Z) 'TIDATSWITCHES"FOR TOCOMPLYWITH aCtt3a._ 4 SCH 40 r rp y 4. FURTHER DETAILS. FLOAT RAIL MANUFACTURERS I �� resource area flagged by Sabatia, inc. of Pocassett) taken , � �., rt:f h H � - L � (1 1/2"SCH 40 PVC)E 70 from "Plan of Land"'prepared by Canal Land Surveying dated ? / T =�-f"" ��; SPECIFICATIONS ( , , , 7/� f ha 6.=11�l'1 FUMPCHAMBER TOMEET S NIGH WATER O r WATER TIGHTNESS' 21I2"SCH 40. \ i September 7, 2004 . The septic plan is not to be used as , A000 ®rAL1.041 9St)`t �ttsnv� fT1cf115TE1n t%� it,:.. t1n, r_i^.c,3 t;t ::,ti; iylt �r 10' , _ CONCRETE RISER COVER W1 PUMP ON � 1f8` O[A WEEP HOLE a property line survey. SEPTtC �RNK ��!: ' -' s�APPrtaX) -o r r �. CHILDPROOF METAL COVER d"SCH d0 TEE p CHECK VALVE Contractor 1 �: {£�I,; ,I . r ) PUMP OFF r a TO GRADE .COVER.SEE PROFILE PUMP CHAMBER TO 8 . shall verify all plumbing from exist ' TO s __ucture , DE OVER OUTLET t�� , will be connected to the new septic system prior to � MEET REQUIREMENTS �_ U - �" l t.l`I �1 ., c..�',�irl�1 �c,iiC'ti /p00 9 9611t�\9! 9 F I construction. If any existing plumbing exiting the s _ _ � OF310CMR15.231 4 _ I. ,� z . 5Y i 13 k ir; sarsd \ \\ structure is found to be different then that shown on the �. y H 10 5 _ , . CRUSHED STONE approved septic system plan, the contractor shall :,o�i_, s (MIN.) I \ <I=3/a DIA. STONE \ \ _ designer. All internal plumbing' shall shall be connected to new LIFTING CHAIN SECURED TO o � TO BE MECHANICALLY \ TP-8 (EL• = 99 .6) FLOAT RAIL AND PUMP ACCESS >✓,�", F septic system, unless otherwise specified. FAOMMANHOLF) ALLVALS COMPACTED Foal. j STABLE LEVEL BASE g�niGN�A�K I o3 9q i as . �:, _, , r OUTFITTED TO BE REMOVED. '`� 0 6 10YR4, Loamy sand TANK DIMENSIONS:8'6"WX4'10"HX5':8"H A UNION TOBE co rp,rq ` a \ �,t� � ti 9. Remove 5 feet horizontally around the proposed leaching area f - �8 . �� C_, n 1_.2 2 . 5-Y7/3 Fine sand INSTALLED AFTER THE90 p55o,+E �1'' 1°°' Cowl, PArlo EL�9E.b - 9b+z " 9S \ I and to a depth Of approximately 6' - 9. 5' (only on the ALL WALL SLEEVES/GASKETS PUMP SHALL BE INSTALLED IN ltitHFur+M> HL, wtIN 9 9>f'I t. _ ,;. DEGREE ELBOW AND oRvER of �- 96 western side of the leaching area, fill, topsoil dnd clay CAST IN PLACE OR INSERTED MANUFACTURERS SPECIFICATIONS AND SHALL BEEOUIPPEDWrEP HOLE OrTHE Lo,v �ErE Sua6 r 9) PE Y. APPROVED ALARM POWERED BYA CIRCUIT SEPERATE FROM DISCHARGE FORCEMAtN ` 9�t; `9� loam layer) and replace with Title V fill, 310 CMR 15 . 255 . SEA PAP �RMTO LOCATED AT FACTOR A CN` PooG f ILTEQ _-_...� � NETRAT}t1N S !a 8E 1�'ITH11b BUtLDItiG. - -r ,= _ The totaa amount of fill (sand) is a /a9+9 -•-�� I� A�gA��f ! `. r F approximately 15v cubic TEST PIT DATA j6 Y�"9&' I�1pTrc yards. 41ote that the amount o:. fill (sand) may vary due ...- 0�11: f 'rP ..._- -.^.•. � �j "�'� S Oti ; � � to natural, geological chances that can exist throughout the \4r .;#NSTALL A CON T t t, a we -- =L="'e By: Daniel B.> Johnson Lret,*4z TAKEP'R' • - - ANDCHILbPAQOFMEfAI t�o/, r„` = -`- ^":: . _..: � y9� Px�DOS ....� ��._,..... � � _ t £R SER DISTRIBUTION F No'tl f X ¢ COVER TO GRADE. SE t' 44 �� + eswr�d By; i`lOne MODEL-DS-6H•20 H >7-6�1< /o,{ ` ` -- > - VE�t .. J� V FLOAT SWITCHES: ��-- REMOVABLE COVER �.�+ September I 4„SCH 40OUTLET LATERALS ate: Sept _tuber 28, 2007 � DISTRIBUTION BOX TO MEET S`y .:....•• 11 LW � b t HAI:L BE SET LEVEL 1=f7R A ` „ _ REQUIREMENTS OF310CMR MINIMUM o t t 1 • OF THE FIRST TWO High Level Alarm. 18 {E_ - 93.Q) TP-lA EL. = 98 .6 15.232( ) (WATERTIGHTNESS. FEET AND CONNECTED TO CONSTRUCTION,ETC] 7' EACH DISTRIBUTION LINE \ \ aF Pump On: 12" (El . - 92 . 5) a ,, WITH SOLID SCH 40 PVC PIPE EDer vtNO ( .5 . 7 F::11, (;'. _ Q l,r NO.OFOUTL.ETS 21ITSCIi 40 fi' I [T ia3 io \ P b W (9?. . 3) C1 41" _ ., F USE EL 97.83 EL-97.66 9 AAst1 j Pump Off : f 76 2 . 5:' .)/3 Clay loam D, 5 3 9 T M P 6 'El . 92.0) o o CRUSHED STONE _ fti C- {A 7 • 6 C.�' 7 v r 6" tN o 5 0 E t/ 3/d 6 132 10.R4/h Med (M j \ \ 9.urr, ..a,)d _ /` , a ° o 0 o DIA. STON GS - _ 21t2"SO4 40 T _ E TO BE ' r2.�'NGfif \- �' {8>� .�) 120 OhsF,t-vec� r �� EE , car �un�.�/ �rer MECHANICALLY eltr�tY T Reference from bottom of Dump chamber - ST E L FA �'y.► I ►� mot' \ '{P 0 0 - ABL LEVEL BASE COMPACTED 5,r 3e Lt \ \ \' �9i I u 24 Hr. Capacity: 643_.Gala,ons , - 8' L X 4 .3'W. TP-.19- (EL. 1@05) !;v ( X 2. 5 H) X 7 . 48 G/Cl~ Back Flow: 31 Gallons NO,OFACTUAL`DISTRIBUITON r 97 . 8 A - 1 , -' •., a LINES.5 0 10 10YR4/... �,�n�_. Loat�� •. c /'' O � Dosing 6 times/day at 122 �PD (includes { ) y � g Y ( c l u _8 back flow) ,. � �. � � LEACHING TRENCHES (91 . 0) C1, 10 -1 14 2 .oY4/6 Clay loam LENGTH OF LEACHING LINE: 3S 1:N3"CROSS SECTION LEACHING TRENCH DIMENSION t° PUMP CALCULATIONS : ( 86 . 5) C2, 114"-168 " 1CYR4/6 Medium sand SAT 38'LXTWXI'H (8R • 5) 144" Observed Groundwater SCALE NONE b ? ' y J FINAL GRADE TO BE STABILE ZED E�,• °0 Static Head: 97 . 53 F l . - 9L . 5 . U.� PERCOLATION TE&T DATA FINISHED GRADE(SLOPE_.Wj Oynamic Head: 84 Ft X 5 . 21 c k/100 I't I)=1 l 111= d"SCH 40 PERF.F�JC - 12"(MIN) I -- ' Date: December 10, 2004 EL=97.30(END Total. Dynamic: Head: 0 . ; 1 �"r C3 gt} (GPM . EL =97.99 " { 15' Soil Class : Class I (0. 74 G/SF) {BREAKOUT] •o o 2''LAYE R 1 ffl,-112" 8:1 SLOPE I DOUBLE WASHED STONE 4/10 H(�, E; PerC at i�P: (TP-1) (MIN) < 2 MPI (TP-3) C'� 1 0-'° o o TONE1/?'DOUBLE WASHE SCHEDULE OF ELEVATIONS 5R'DIA ORIFICES EL-96.30 END OF DISTRIBUTION LINES TO BE VENTED. DRILL Z/t3 WEEOP HOLE AT LEACHING TRENCHES TO' G / , Inv. Out -oundation (existing) 98 . 0 ELBOW OF VENT PIPE. 76 pR Q/� s/l� E I s r c V -ram M b• 4 ScN q o V�rrT. Vl:rtT / �r �10i7C 7 l / Inv. In Sep' .v MEET THE Cf►N B� ,¢,Et_aCRrEtS� _iC a:• 96. > REQUIREMENTS IOx ' ftS Str<oWN /� NEcEs��y Inv. Out Septic 'Ian!: 95. 75 ACTUAL NO.CF TRENCHES MAY S LRL n"• T n P'sTP C aTMtbe r g 5 7^ VARY FROM DETAIL. REFERENCE SEE SCHEDULE .7(TP•l j teaPaSED PLAN VIEW AND CALCULATIONS • Inv. Out Pump Chambers • 45 ELEVATIONS FOR G(Z�S S S FC Tt vni /`} _.--•� ...�--- GtiA AE DETAILS FOR ACTUAL NO. CX�ST/.,I Inv. In Distribution Rox 97 ,$3 TRENCHES: GROUNDWATER vE inv. O1� Distribution Box_ 97 , 66 Cart r , " l,DJUS MENTS s' LONC, Lj /Ob ylo Inv. Begin of Leaching Field 97 . 49 I �, � ��)�r�a�F Inv. End of Leaching Field \ �� 97 . 30 U/2 DE MrTAt_ 'GQvEn-S � Bottom of T c. 96. 30 $f E" 99,6 \ EX r s rat G � g t - �ea.ning : lela TO 6•A-ApE �.3 _� Adjusted Groundwater 91 . 3 (TP•-!) I rR.� l� vaVEt Observed ESHt�I'; 89 .2 rTr `R 1 WEST 1 n �¢ S644 t'lL q ;a Rc 4 r 4 FPtx r', PVC, BARNSTABLE 6171r i,,tTo �_�. 5� 9�,66 S-,ol ?,3� �poPoS�p Q �••} ScN 40 7.63 C m ) _ rX.1StiP. Contour - - - - - t H*rev[[ ,� C •4 96 4 1t.1! ° 9 , - ppG Le `hA 'h �!(0 WJ 7$ W�Af Nl RYA NES K PuL PI Pt= q Qo J Pr ) rE,ti n ,. Q r�F �c[�rrs 1L,. 81 P,0 � �NONf(SUGtt � o ��o�' •t � ,�,. s• 96,00 9S,TS 5r>0 7- lvCIfES 96 30 -)PO . .. � ..n;.., :.:r $ e, gsDt v a o f .__ P J �1 DONAHUE ,4 ��z'�ScN -10 ,$' Az 3 3 i. x �'w x I N ''' �� !'i t �. e' _ A„/ t ( to .. i c ASSOC. Lk) I `= 80 -.-•t %fy `� REALTOR.5 �1h 9a RFr�eVE 1 Finished Fl.Oor !✓:1ev,�ati.c;n FFE � 4N,. Sr� (7-1 Smoot P�Ck 7a R✓rr�S.( geP"c£ 5 S' S g I <� • 1 POND tope ( I fEE NvrE i3ase^1ent. Floor � BF--- N....,1�trat 1Qi, � q y tq p M y / ` O Water Line W ss r•tq �,;e,N Over Head N, re OHW 2000 /000 6ALL-oN 0 0 v_ *� � e Ly � 4,•, CALCULATIONS: r i r4 .z 7 OAS•�v✓ ,2.7 �A f= .6 AD7, ��,► lv� �D S• G-.rl 90 <A� �52 Bedrooms (existinv) �* 1 Bedroo; r� ,� � � z5A�- sow �sx L� � /•�- �Qw �s� �?- ��(� - � 1 p_ impose..) � � �°, ,,� p 11' GPD/Bedroom X 5 Bedrooms = 55C G"� � � � � SUBSURFACE SEWAGE DISPOSAL SYSTEM *► . 12 4 7 Ma ` �q\ rerco_ati.on Rate - < 2 MPI, Class (C .74 G/SF) �.° ki in Street, W. Barnstable A ply'g ® i � y t„4+1 t ti SCALE? APPROVED BY: DRAWN BY OBS, �.r/ IC•�89.5 065 tf-v� FL,= g86 OCS 6-oi r-L•- 8$. 6 OGS.6T*J r _._!_ ___ _.� (Tp- e /.T//o/o4 (T-p- r2.//o/0'7 0 PROPOSED LEACHING AREA: DATils to/a/or Denis! B Johnson RL�nseD ss4f o oONParm Jim van t?V , of-fo -t90 ltbo 1+�o /t8o / r9° ,xt00 a►rd .24A0 z13a + So y ;.•. �" „CIKAV. p+ro ot2o ©+3a o ot5 o+goo p d s T I 0+00 Ljeaching 'Tronches: 5 at 3tV L x 21 W �` !! �� :� ,;: "�`y` `'.v q( a leY: 12t7 Mein St. Realty Trust, 26 Pleasant 8t, nostdri, NA 01236 Side area : j80 SF X 0 . 74 /,, �k1 . 2 G: rt BC?ttC?1" Area : 3t30 SF �{ 0 . 74 �`/:)L Lh� , L. �} ' r. r•gaz C SLP IC D SIGai, nrC. (508) 477-9909 DRAWING r I��4�o By: P.O. Box !31 Ostervills !01 02655 DRAW NUMBER Total Leaching Car.-,c t. �: 567. 4 GrL a-2161