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City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. A. Inspector Information /1/3 g�- Frank Nunes III Name of Inspector saa Company Name Box 841 Company Address East Falmouth MA 02536 City/Town State Zip Code 508.272.6433 13010 Telephone Number License Number B. Certification I certify that: I am a DEP approved system inspector in full compliance with Section 15.340 of Title 5 (310 CMR 15.000); 1 have personally inspected the sewage disposal system at the property address listed above; the information reported below is true, accurate and complete as of the time:of my inspection; and the inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. After conducting this inspection I have determined that the system: 1. ❑ Passes 2. ❑ Conditionally Passes 3. ® Needs Further Evaluation by the Local Approving Authority 4. ❑ Fails 4�4x A, 2/25/20 Inspect 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 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 form should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Please note: 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. L,r),n.p.cloc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 18 c Commonwealth of Massachusetts Title 5 Official Inspection Form ' Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 2 Short Beach Rd Property Address Tonsberg Owner information is Owner's Name required for every Centerville MA 02632 2/25/20 page. Cityrrown State Zip Code Date of Inspection C. Inspection Summary Inspection Summary: Complete 1, 2, 3, or 5 and all of 4 and 6. 1) 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: 2) 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): t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 2 Short Beach Rd Property Address Tonsberg Owner information is Owner's Name required for every Centerville MA 02632 2125/20 page. Cityrrown State Zip Code Date of Inspection C. Inspection Summary (cont.) 2) System Conditionally Passes (cont.): ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. ❑ 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): 3) 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. a. 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: t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 2 Short Beach Rd Property Address Tonsberg Owner information is Owner's Name required for every Centerville MA 02632 '2/25/20 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) ❑ 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 b. 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. c. Other: Groundwater found to be 18" below the SAS at time of inspection. Applicant proposes to raze the building, SAS is within 250'of a water body 4) 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 t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 18 Commonwealth of Massachusetts (o Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 2 Short Beach Rd Property Address Tonsberg Owner information is Owners Name required for every Centerville MA 02632 2/25/20 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) 4) System Failure Criteria Applicable to All Systems: (cont.) Yes No Static liquid level in the distribution box above outlet invert due to an overloaded ❑ ® or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than %day flow ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public water supply 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 2000 gpd- 10,000 gpd. ❑ ® 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. 5) 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 CA. 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 t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 18 c Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage.Disposal System Form-Not for Voluntary Assessments 2 Short Beach Rd Property Address Tonsberg Owner Owner's Name information is required for every Centerville MA 02632 2/25/20 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) If you have answered"yes"to any question in Section C.5 the system is considered a significant threat, or answered "yes"to any question in Section CA above the large system has failed. The owner or operator of any large system considered a significant threat under Section C.5 or failed under Section CA shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 6. You must indicate"yes" or"no"for each of the following for all inspections: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ❑ ® Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] t5insp.doc•rev.7/26/2018 Title 6 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 2 Short Beach Rd Property Address Tonsberg Owner Owner's Name information is required for every Centerville MA 02632 2/25/20 page. Cityrrown State Zip Code Date of Inspection D. System Information 1. Residential Flow Conditions: Number of bedrooms (design): 2 Number of bedrooms(actual): 2 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 220 Description: Engineering on file at BOH Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Does residence have a water treatment unit? ❑ Yes ® No If yes, discharges to: Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonaluse? ❑ Yes ® No Water meter readings, if available last 2 ears usage d 0 GPD 9 ( Y 9 (gp ))� Detail Home vacated 10 years ago per owner Sump pump? ❑ Yes ® No Last date of occupancy: 2010 Date t5insp.doc•rev.7/26/2018 Title 6 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 18 Commonwealth of Massachusetts �. Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 2 Short Beach Rd Property Address Tonsberg Owner information is Owner's Name required for every Centerville MA 02632 2/25/20 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 2. 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 Water treatment unit present? ❑ Yes ❑ No If yes, discharges to: Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe below): 3. Pumping Records: Source of information: No recent pumping Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: t5insp.doc•rev.7/26/2018 - Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 18 Commonwealth of Massachusetts �. Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments �o 2 Short Beach Rd Property Address Tonsberg Owner information is Owners Name required for every Centerville MA 02632 2/25/20 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 4. 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): .Pump chamber Approximate age of all components, date installed (if known)and source of information: 1991 per BOH record Were sewage odors detected when arriving at the site? ❑ Yes ❑ No 5. Building Sewer(locate on site plan): Depth below grade: 18"feet Material of construction: ❑ cast iron ® 40 PVC ❑ other(explain): Distance from private water supply well or suction line: >10' feet Comments (on condition of joints, venting, evidence of leakage, etc.): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form � Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 2 Short Beach Rd Property Address Tonsberg Owner information is Owner's Name required for every Centerville MA 02632 2/25/20 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 6. Septic Tank(locate on site plan): Depth below grade: 12"feet Material of construction: ® concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain) H-20 tank appears to be structurally sound, steel cover to grade at inlet, 2' effective depth If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1000g per record Sludge depth: trace Distance from top of sludge to bottom of outlet tee or baffle >12 Scum thickness trace >2„ � Distance from top of scum to top of outlet tee or baffle >211 � Distance from bottom of scum to bottom of outlet tee or baffle 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.): Pumping suggested every 3yrs to prolong the life of the system t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 18 I Commonwealth of Massachusetts �n Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 2 Short Beach Rd Property Address Tonsberg Owner Owner's Name information is required for every Centerville MA 02632 2/25/20 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 7. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 8. 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 t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 18 1 I - Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 2 Short Beach Rd Property Address Tonsberg Owner information is owner's Name required for every Centerville MA 02632 2/25/20 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 8. Tight or Holding Tank(cont.) 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 9. Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert Box was dry, presumed to have evaporated 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.): H-10 D-box is 6" below grade, no adverse conditions observed, box appears structurally sound t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 18 Commonwealth of Massachusetts ,�_p Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 2 Short Beach Rd Property Address Tonsberg Owner information is Owner's Name required for every Centerville MA 02632 2/25/20 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 10. 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 and alarm could not be tested because there is no power to the home, no indication of backup in the chamber * If pumps or alarms are not in working order, system is a conditional pass. 11. Soil Absorption System(SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type: ❑ leaching pits number: ® leaching chambers number: Infiltrators ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: t5insp.doc•rev.7/26/2018 Title 5 Official Inspection form:Subsurface Sewage Disposal System-Page 13 of 18 Commonwealth of Massachusetts �. Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments o 2 Short Beach Rd Property Address Tonsberg Owner information is Owner's Name required for every Centerville MA 02632 2/25/20 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 11. Soil Absorption System (SAS) (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): 3 diffusors per as built were excavated and found to be poly infiltrators, they are dry at this time, no indication of past hydraulic failure, bottom of SAS is 3' below grade, groundwater was 18" below SAS at the time of inspection 12. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5insp.cloc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 14 of 18 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 2 Short Beach Rd Property Address Tonsberg Owner information is Owner's Name required for every Centerville MA 02632 2/25/20 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 13. Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 18 c� Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 2 Short Beach Rd Property Address Tonsberg Owner information is Owner's Name required for every Centerville MA 02632 2/25/20 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 14. 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 t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 18 y1 TOWN OF BARNSTABLE LOCATION 2 Short Beach Road SEWAGE#�222 VILLAGE Centerville ASSESSOR'S MAP& LOT INSTALLER'S NAME& PHONE NO. J.P.Macomber Jr. SEPTIC TANK CAPACITY 1-1000 LEACHING FACILITY:(type) 3-diffussors (size) 2500 NO.OF BEDROOMS___2 _PRIVATE WELL OR PUBLIC WATER p•W• BUILDER OR OWNER Don Bell DATE PERMIT ISSUED: 5/29/91 DATE COMPLIANCE ISSUED: 6/19/91 +:.VARIANCE GRANTED: Yes No i III I Commonwealth of Massachusetts (P Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 2 Short Beach Rd Property Address Tonsberg Owner information is Owner's Name required for every Centerville MA 02632 2/25/20 page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) 15. Site Exam: ® Check Slope ® Surface water ® Check cellar ❑ Shallow wells Estimated depth to high ground water: 4'6"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: 1991 Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) lain: Checked with local Board of Health-explain: p Septic record in file has GW at 54" ❑ Checked with local excavators, installers-(attach documentation) ® Accessed USGS database-explain: TOPO mapping You must describe how you established the high ground water elevation: Augered hole at time of inspection and found groundwater to be 18" below the SAS. The depth to groundwater was 4'6" below grade. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 2 Short Beach Rd Property Address Tonsberg Owner information is Owner's Name required for every Centerville MA 02632 2/25/20 page. Cityrrown State Zip Code Date of Inspection E. Report Completeness Checklist Complete all applicable sections of this form inclusive of: ® A. Inspector Information: Complete all fields in this section. ® B. Certification: Signed & Dated and 1, 2, 3, or 4 checked ® C. Inspection Summary: 1, 2, 3, or 5 completed as appropriate 4 (Failure Criteria) and 6 (Checklist)completed ® D. System Information: For 8: Tight/Holding Tank—Pumping contract attached For 14: Sketch of Sewage Disposal System drawn on pg. 16 or attached For 15: Explanation of estimated depth to high groundwater included t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 18 of 18 4 Stanton, David To: titlefive@comcast.net Subject: 2 Short Beach Rd, Centerville. Inspection done on 2/25/20 Hi Frank, We are in receipt of your inspection report with the "Needs Further Evaluation by the Local Approving Authority." Thank you very much for your thorough job on the report and identifying the intent of the owner to raze the building and rebuild and the location within 250 of wetlands. In this case, the report can be submitted as a "Pass." The local regulation is just that the Board "may" require the repair or upgrade if the SAS is within 4' of high groundwater and the policy we have is that in these cases,the Title V Inspection passes (obviously if it meets all the other requirements as well) and then when they apply for a building permit, it if triggers the criteria,the Health Inspector will notify the building permit applicant that the septic needs a review to determine if they will require a septic upgrade. In this case, you are correct, less than 4'to high groundwater and within 250' of a wetland, so when they apply for a building permit to raze the house, they will need to go before the Board of Health to determine if they need to upgrade the system. Thanks, Dave �yw ` Speualvsts R We Make Disasters Disappear i i i 1-800-675-3622 t August 25, 2016 c To: Mr. Frederick Chirigotis, Councilman, Precinct 4 W Town Manager, Mark S. Ellsy Thomas Mckean,Board of Health Robert McKechnie,Building Inspector ry Joanne Buntich, Growth Management Karen Herrand, Planning Board Robin Anderson,Zoning Paul MacDonald,Chief of Police I am writing regarding the apparent abandoned property at 2 Short Beach Road,. Centerville, and the unoccupied property at 34 Short Beach Rd. It is my opinion that, not only are they unsightly and a serious detriment to our neighborhood and property values,but they are also becoming a danger to health and safety. My grandfather bought our family home here in 1948 and I spent all my summers growing up on this street. My sister and her family are still living in our family summer cottage. My family has moved to the end of the street and as of two years ago,live here full time. So needless to say, I.am quite familiar with the street and the area in general. Some changes have taken place but for the most part,all for the good. It is my concern and goal to see that our street is maintained with care and respect for the environment as well as keeping the integrity of the charming beach side community that it has always been. In recent years,the Hyannis area,like many in other parts of Massachusetts,has seen an increase in drug-related crime due to the opioid epidemic. It is well documented that"broken windows" (abandoned and deteriorating properties) in an area invite criminal activity. (littp://prograins.lisc.org/csi;images/crime_F_safety_topics/asset_upload_file900- 16143.pd j The high grasses, especially in close proximity to areas where people like to set off fireworks, are a fire hazard, (#2), especially to shingled properties (and in fact, an abandoned house at 26 Short Beach burned to the ground many years ago). The nuisances of people parking at#2, dumping their garbage there and leaving dog and other waste is constant, and obviously worsens in the summer. People access the marsh to fish &drink via#2 as it is obvious that it is apparently abandoned. c. A conversation with the owner of#34 reveals a different case regarding an owner who is trying to improve the property. It seems the owner,Mr. Guillet maintains his property as it stands now;pays property taxes; pays a utility bill each month; and has proposed plans to the town for fixing up this property. The process of building a new house takes quite a bit of time with substantial restrictions and regulations,as he has been trying to get something done for at least 6 years. And in the meantime the town has also told him he may not demolish the home to at least get rid of the deteriorating home on the property.This is simply unreasonable, While I am not interested in developing a perfectly manicured neighborhood, I do feel strongly that out of respect for property owners in the neighborhood who maintain and take pride in their property and also pay substantial taxes,there should be some expectations for owners who have chosen not to maintain their properties. I have shared this letter with my neighbors and they have signed the attached petition. It is our opinion that the town must work with property owners of these deteriorating homes to come to some sort of a reasonable agreement to make their properties slightly and safe. It is very unfair to the owners of these properties as well as the neighboring homeowners whose property value could very well be diminishing. To ignore this would be a serious disservice to our neighborhood. It is my hope to have a conversation with yourself and anyone else you might suggest to address the issues I have brought to your attention. Myself and the residents of Short Beach Rd.,would very much like some attention and ultimately resolution to the deteriorating property issue on our street. Thank you for your attention and consideration at this time. Betsey Fitzgerald 90 Short Beach Rd. Centerville, MA 02632 H 508-957-2488 C 978-4.60-1238 The residents of Short Beach Rd. and'surrounding residents in Centerville request,that the Town of Barnstable work with the owners of properties, #2 and #34 Short Beach Rd. as well as the owners of all properties on Short Beach Rd. to arrive at a;solution to enable owners to appropriately develop and renovate these properties. Given the length of time these properties, #2 and #34 Short Beach Rd., have not been occupied, we request that the restrictions and regulations to renovate and improve properties in the Town of Barnstable on the Centerville River be examined. After careful consideration, it is our hope for these properties, #2 and#34, be improved and renovated1o, once again become occupied residences of Short Beach Rd. and not in the present unoccupied state our community has endured for many years. We ask that the Town of Barnstable work in a reasonable and common sense,manner with the property owners of#2 and #34 as well as the property owners of Short Beach Rd. Signed: KU u 36 Ile 'Ail e--�lt 1(co Nn P- WJ Additional information for your review: Please take note of the following document in the Town of Barnstable Code, 224-4. It seems this Code may very well apply to the properties we have concerns with on Short Beach Rd. 224-4 BARNSTABLE CODE § 224-4 (1) Any owner or mortgagee of a vacant property, having taken ownership or possession as provided in Subsection A(1) of this § 224-4, shall also comply with the following within the time periods set forth in Subsection A: (a) Register the property as a mortgagee irrespective of entry into ownership or possession as a mortgagee as provided under § 224-3A. (b)As may be required by the Fire Chief for commercial property, file one set of space utilization floor plans for any buildings on said property with the Fire Chief and one set of said plans with the Building Commissioner and certify space utilization plans as accurate twice annually, in January and July. (c) Remove from the property, to the satisfaction of the Fire Chief, hazardous material as that term is defined in MGL c. 21K, as that statute may be amended from time to time. (d) Secure all windows and door openings and ensure that the building is secured from all unauthorized entry continuously in accordance with the United States Fire Administration National Arson Prevention Initiative Board Up Procedures or provide twenty-four-hour on-site security personnel on the property. (e) Post"No Trespassing" signs on the property. (f) Ensure that structures are maintained in sound condition. (g) Maintain lawns and shrubs free from excessive overgrowth.(h) Drain all water from the plumbing and turn off all electricity betweenSeptember 15 and June 15 of each calendar year to guard against burst pipes and fires. (i) Maintain the property in accordance with the Barnstable Zoning Ordinance,I the definition of"maintenance" in this chapter, and any other provision of this chapter; and dispose of trash, debris and pools of stagnant water as provided in Chapter 54 of the Town of Barnstable General Ordinances concerning the maintenance of property. 0)Maintain all fences around swimming pools or install fences as required by Chapter 210 of the Barnstable General Ordinances and maintain existing fences or install fences around spas. (k) Provide the Fire Chief and Building Commissioner with the name, local address, telephone number and e-mail address of a responsible person, if different from the person named in the registration under § 224-3A, who can be contacted in case of emergency and cause the name and contact number to be marked on the front of the property as may be required by the Fire Chief or Building Commissioner. 1. Editor's Note: See Ch. 240, Zoning. 224:4 12 - 01 - 2013 § 224-4 VACANT AND FORECLOSING PROPERTIES § 224-6 (1) Maintain liability insurance on the property and fumish the Building Commissioner with a copy of said certificate of insurance. (2) A mortgagee of foreclosing property shall additionally provide the following: (a)A cash or surety bond in the sum of not less than $10,000, to secure the continued maintenance of the property throughout vacancy or the foreclosure process until the property is sold or transferred and remunerate the Town for any expenses incurred in inspecting, securing, marking or making such building safe, a portion of which shall be retained by the Town as an administrative fee to fund an account for expenses incurred in inspecting, securing, and marking said building and other such buildings that are not in compliance with this chapter, and such bond or bonds for all other vacant or foreclosing properties it owns in the Town; (b) Schedule inspections with the Building Commissioner and Health Director, who may at his or her discretion include the Fire Chief, within a reasonable time after notification under Subsection A(1) in order to confirm that the land and the interior of all structures comply with the provisions of this chapter and/or identify the provisions with which the property does not comply and establish a program to bring the property into full compliance; and (c) Notify the Building Commissioner in writing when the property is sold or transferred. Message Page 1 of 2 Jenkins, Elizabeth From: Roberto L. Di Marco [rdimarco@rwdm.com] Sent: Wednesday, February 03, 2010 11:28 AM To: Puckett, Carol Cc: Traczyk, Art Subject: RE: ZBA Agenda and Staff Report for Tonsberg Yes,the application was delayed based on the change in circumstances in the Tonsberg matter. First, twe wrote to the CCC that we were having issues with the information requested and then the Town-)- Cis sued a Title V violation. These two issues required a change in the grounds for the application. It,is being submitted now and will require a further continuance. Please let me know what can be done to put off the hearing. Roberto L. Di Marco, Esq. 350 Main Street First Floor Malden, MA 02148 Tel: 781-322-3700 Far: 781-322-3757 IRS CIRCULAR 230 DISCLOSURE: To ensure compliance with requirements imposed by the IRS, we inform you that any U.S. tax. advice contained i_n. this communi.ca'�:,on (:inr_.a.ud.:i..n.q any attachments) is not intended or written to be used, and cannot be used; for the purpose of (i) avoiding penalties under the Internal Revenue Code or (ii) promoting, marketing or recommending to another party any transaction or Natter addressed herein. This message is intended only for the designated .r..ec:i.F:>i..en.t (s) . It may contain confidential or proprietary information and may be subject to the attorney- client privilege or other oonfidentialit.y protections. If you are not a designated .recipient, you may not review, copy or distribute this message. if you receive this in error, please notify the sender by reply e-mail and delete this message. Thank. you. From: Puckett, Carol [ma i Ito:Carol.Puckett@town.barnsta ble.ma.us] Sent: Wednesday, February 03, 2010 10:44 AM To: rdimarco@rwdm.com Cc: Traczyk, Art Subject: FW: ZBA Agenda and Staff Report for Tonsberg --- Original Message----- From: Puckett, Carol Sent: Wednesday, February 03, 2010 10:43 AM To: 'rdimarco@rwdm.comt' Cc: Traczyk, Art Subject: FW: ZBA Agenda and Staff Report for Tonsberg -----Original Message----- From: Puckett, Carol Sent: Wednesday, February 03, 2010 10:28 AM 11/28/2011 YOU WISH TO OPEN A BUSINESS? F r Your Information: Business Certificates COSTHICH YOU MUST DO Bi M.G.L. - ' $30.00 for 4 years. A Business Certificate ONLYit does not give you permission to operate), Yo�� must first obtain the neces200 Main St., Hyannis. Take the completed form to the Town Clerk's REGISTERS YOUR Ntures in the Town Business Certificate that is required by law, sary signatures on this form Office, 1'' Fl., 367 Main St., Hyannis, MA 02601(Town Hall) and get C, K Fill in please: e ; x�i� APPLICANT'S DATE: Y �' BUSINESS OUR NAME: YOUR HOME ADDRESS: TELEPHO EN EN #f E ::� SINESS Home Tele hone Number: -- �= 7�CCUPATION? '� �� TYPE OF BUSINESSn a —YES NOpproval from the building division? YES /NONESS MAP/PARCEL NUMBERWhen starting a new business there are several things you must do in order t Barnstable. This form is intended to assist you in obtaining the o in o be, in compliance with the rules and regulations of the Town of Yarmouth Rd. & Main Street) to make sure you have the appropriate information you may Y need. You MUST GO TO 200 Main St. (corner of p mits and licenses required to legally operate your business in this 7. BUILDING COMMISSIONER'S OFFICE This individual has been informed of any permit requirements that pertain .p ain to this type of business. COMMENTS: Authorized Signature** 2. BOARD OF HEALTH This individual has been ell o the permit requirements that pertain to this type of business. r 1�1 COMMENTS: Authorized Signat ure** MUST COMPLY WnWALL (HAZARDOUS MATERIALS REGULATIOnIs 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature**COMMENTS: t �F Tt4E T(� Town of Barnstable Barnstable Regulatory Services Department All-Ammica0fly s 1 �* BARN5TAHM p MASS.0. Public Health Division 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 e Thomas F.Geder,Director FAX: 508-790-6304 Thomas A.McKean,CHO January 5, 2010 Fred Tonsberg 11 Conifer Lane Westwood, MA 02090 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at 2 Short Beach Road, Centerville, MA was last inspected on September 25, 2009,by Sean M. Jones, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Failed" under the guidelines of 1995 TITLE 5 (310 CMR 15.00). You are ordered to replace the septic system before April 25, 2010, 3 (three) years from the date the Board of Health variance was granted. Failure to replace the septic system within the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH Thomas McKean, R.S., CHO Agent of the Board of Health CERTIFIED MAIL#70081830000205009977 Town of Barnstable, MA Page 1 of 1 § 360-20 Criteria. The Board of Health may require the repair or replacement of an on-site sewage disposal system if any of the following apply: A. There is evidence of sewage flow to the surface of the ground. B. There is structural damage to the components of the system which prevent it from functioning as required. C. The bottom of the cesspool or leaching facility is less than four feet from the observed maximum groundwater elevation. D. The system was pumped more than two times in a ninety-day period (excluding maintenance pumping of grease traps). E. There is evidence of breakout. F. There was sewage backup into the house because of a nonfunctioning leaching area. G_. The edge of a leaching area is less than 100 feet from a well or less than 50 feet from a watercourse, as defined in 310 CMR 15.00: The State Environmental Code, Title 5: Minimum Requirements for the Subsurface Disposal of Sanitary Sewage. H. The standing liquid level in the leaching facility(ies) is at or above the invert pipe elevation. I According to current local regulations, the system is not properly sized to accommodate a proposed change in use or expansion of a building or dwelling. J. Any other condition deemed by the Board of Health to require maintenance as defined under 310 CMR 15.02 the State Environmental Code Title V, Section (19). http://www.ecode360.com/?custld=BA2043 2/8/2010 Town of Barnstable, MA Page 1 of 1 § 360-20 Criteria. The Board of Health may require the repair or replacement of an on-site sewage disposal system if any of the following apply: A. There is evidence of sewage flow to the surface of the ground. B. There is structural damage to the components of the system which prevent it from functioning as required. C. The bottom of the cesspool or leaching facility is less than four feet from the observed maximum groundwater elevation. D. The system was pumped more than two times in a ninety-day period (excluding maintenance pumping of grease traps). E. There is evidence of breakout. F. There was sewage backup into the house because of a nonfunctioning leaching area. G. The edge of a leaching area is less than 100 feet from a well or less than 50 feet from a watercourse, as defined in 310 CMR 15.00: The State Environmental Code, Title 5: Minimum Requirements for the Subsurface Disposal of Sanitary Sewage. H. The standing liquid level in the leaching facility(ies) is at or above the invert pipe elevation. I. According to current local regulations, the system is not properly sized to accommodate a proposed change in use or expansion of a building or dwelling. J. Any other condition deemed by the Board of Health to require maintenance as defined under 310 CMR 15.02 the State Environmental Code Title V, Section (19). http://www.ecode360.com/?custld=BA2043 2/8/2010 Crocker, Sharon From: Crocker, Sharon Sent: Monday, June 04, 2007 1:20 PM To: McLaughlin, Charles Cc: McKean, Thomas Subject: 2 Short Beach Road, Centerville There are three Board of Health Meetings pertaining to this address: Dec. 05, 2006, Jan. 17, 2007, and Feb. 14, 2007. Attached are the excerpts from the Minutes of these three meetings as well as the decision letters. 2 Short Beach_Don Ojala2ShortBeachD OjalaTongsberg200 McLaughlin]... Enia106.doc(... 7.doc(45 KB)... 1 7 , Page 1 of 3 Below are the Minutes for the three Board of Health Minutes pertaining to 2 Short Beach Road, Centerville. Excerpt from Board of Health Minutes 12/05/06: D. Down Cape Engineering representing Fred Tonsberg, 2 Short Beach Road, Centerville, 12,630 square feet lot, repair of septic system, existing 2- bedroom to be razed and rebuilt as 2-bedroom, numerous variances. Arnie Ojala represented the owner. In the past, they did approve a plan in 2001 (with 12 variances) but they never installed it because the approved plan by Conservation is not what they decided they were happy with. (The 2001 approval has expired at this point.) They are interested in redoing the house now with the same number of bedrooms and relocating the system from the proposed side of house to now proposing it be in the front of the house. Staff comments, due to the close proximity to the water, were to recommend a tight tank. TM said Brian Dudley, DEP, said if we approve a tight tank, DEP will very carefully review. If a septic system is feasible, the DEP would prefer a septic system. If the only environmental issue is the distance to the wet area (here it is 39 feet). Previously approved was 29 feet, now they are extending it to 35? feet.. Dr. Canniff supports the staff in recommending a tight tank. Arnie said the tight tank is difficult to keep pumping. Chances are if tight tank is required, the owner won't make the changes to the house and it will end up continuing to use the system in place (and polluting the river). The proposed system will be an improvement to the system. There is an increase in square feet and the house has been approved by Conservation already. Owner said the original 2001 plan was to raze the house and rebuild. They had required them to do a deed restriction of 2 bedrooms. The engineer Craig Short did not inform him that the permits were expiring and he missed deadline by 6 days. Upon a motion duly made by Dr. Canniff, seconded by Dr. Miller, the Board voted on approval of the plan. (Unanimous Vote to Deny). The options would be to appeal to the DEP or come back before the Board with a plan for a tight tank i Page 2 of 3 Excerpt from Board of Health Minutes 1/17/07: II. Variance Request: A. Arne Ojala, P.E., P.L.S., Down Cape Engineering representing Fred Tonsberg, 2 Short Beach Road, Centerville, 12,630 square feet lot, existing 2-bedroom proposed to be razed and rebuilt as 2-bedroom, numerous variances requested. Arne Ojala proposes a Fast System to cut down on nitrates. The system has not failed. Conservation has approved their plan. Using the Fast System, it will improve 5.8 parts per million for nitrogen. Tom McKean said the staff comments thought this may be the proper location for a tight tank as in the property across the street. This system is 39 feet from coastal and even further from wetland, whereas the system across the system is only 20 feet from wetland. Arne Ojala said the owner had not been interested in the house design on the old plan a few years ago. The reason of locating the system so close to house and increasing the number of variances is that the current system is partially in the right of way of the town property/road. This plan keeps it on the lot. Dr. Miller has already spoken to Brian Dudley on this property and Brian has said the DEP would not approve a tight tank here. Sue Rask said there is not an increase in flow and the proposed plan greatly improves the current situation by having five feet above ground water instead of the two feet currently. The Board feels a different system would be better and recommends. a recirculating sand filter system, and allows an increased pressure distribution on the leaching field. Also suggests: 1) a two-bedroom Deed Restriction, 2) Monitoring Plan quarterly for the first year, then biannually after that. Upon a motion duly made by Dr. Canniff, seconded by Sue Rask, the Board voted to continue until February 14, 2007. (Unanimously voted in favor.) Page 3 of 3 Excerpt from Board of Health Minutes 2/14/07: V. Variance Request (Cont.): A. Arne Ojala, P.E., P.L.S., Down Cape Engineering representing Fred Tonsberg, 2 Short Beach Road, Centerville, 12,630 square feet lot, existing 2-bedroom proposed to be razed and rebuilt as 2-bedroom, numerous variances requested. Arne Ojala presented the plan with a recirculating sand filter and pressure dosing the leach field to reduce the space needed. (DEP had expressed their view as listed at the prior meeting.) Upon a motion duly made by Ms. Rask, seconded by Dr. Canniff, the Board voted to approve the plan with the following conditions: (1) a two-bedroom deed restriction be recorded at the Registry of Deeds, and (2) a monitoring plan which will monitor monthly for the first six months, then monitor quarterly thereafter, and review after two years for any adjustments in the monitoring plan. (Voted in favor.) (Two voted in favor, Dr. Canniff abstained.) Town of Barnstable BARNSTABLE, = Board of Health ASS. g `bA 16g9. .0 200 Main Street Hyannis, MA 02601 Office: 508-862-4644 Paul Canniff,D.M.D.. FAX: 508-790-6304 Wayne Miller,M.D. January 9, 2006 Arnie Ojala Down Cape Engineering 939 Main Street Yarmouthport, MA 02675 RE: 2 Short Beach Road, Centerville A= 206-044 Dear Mr. Ojala, Your request for multiple variances, on behalf of your clients Frederick and Roberta Tonsberg, to construct an onsite sewage disposal system at 2 Short Beach Road Centerville, was not granted. The following variances were requested: 310 CMR 15.211: To place the soil absorption system 39 feet away from a watercourse, in lieu of the fifty (50) feet minimum setback required by the State Environmental Code, Title 5. 310 CMR 15.211: To place the soil absorption system 3.7 feet away from the front property line, in lieu of the ten (10) feet minimum setback required by the State Environmental Code, Title 5. 310 CMR 15.211: The septic tank was proposed to be located five (5) feet away from the foundation wall, in lieu of the ten (10) feet minimum setback required by the State Environmental Code, Title 5. 310 CMR 15.211: The soil absorption system was proposed to be located three (3) feet away from the foundation wall, in lieu of the twenty (20) feet minimum setback required. by the State Environmental Code, Title 5. 310 CMR 15.255 (2e): The soil absorption system was proposed to be located three feet away from a retaining wall, in lieu of the ten (10) feet minimum setback required by Title 5 the State Environmental Code. C:\cache\Temporary Internet Files\OLK176\Ojala2ShortBeachDEnia106.doc Y 310 CMR 15.255 (5): The applicant proposed to reduce the lateral removal of unsuitable soils surrounding the soil absorption system. Section 360-1: The soil absorption system was proposed to be located 39 feet of a coastal bank, in lieu of the one—hundred (100) feet minimum setback required by the local Board of Health Regulation. Section 360-1: The septic tank was proposed to be located 31.5 feet of a coastal bank, in lieu of the one—hundred (100) feet minimum setback required by the local Board of Health Regulation. Section 360-18A: The soil absorption system was proposed to be placed within fill, not within naturally occurring soils. A public hearing was held on December 5, 2006. The Board did not grant the variances. Variances may only be granted when, in the opinion of the Board of Health, the applicant has demonstrated that (a) enforcement of the particular provision would be manifestly unjust and (b) the same degree of protection could be achieved without strictly adherence to a particular provision or regulation. You did not demonstrate that the same degree of protection could be achieved without strict adherence to a particular provision or regulation. Both the staff and the Board recommended a tight tank as a viable alternative. You asserted that the proposed system would reduce nitrogen loading. Given the proposed close proximity to wetlands (only 39 feet) and the multiple variances you requested caused by your proposal to increase the size of the building (thus creating your own hardship), your request for variances was not granted. Sincerely yours, Wayne Miller, M.D. Paul Canniff, D.M.D. C:\cache\Temporary Intemet Files\OLK176\Ojala2ShortBeachDEnia106.doc P�°.*SHE Town of Barnstable BARNWABLE, MASS. i639• Board of Health �� •orfD MA't� 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D.S. FAX: 508-790-6304 Paul J.Canniff,D.M.D. Susan G.Rask,R.S. April 25, 2007 Mr. Arne Ojala Down Cape Engineering 939 Main Street, Route 6A Yarmouth Port, MA 02675 RE: 2 Short Beach Road, Centerville A = 206 - 044 Dear Mr. Ojala, You are granted a conditional variance on behalf of your client, Frederick Tongsberg, to construct an onsite sewage disposal system at 2 Short Beach . Road, Centerville. The variance granted is as follows: 310 CMR 15. 405: To install the soil absorption system three feet away from the foundation wall, in lieu of the minimum twenty feet separation distance required. 310 CMR 15. 405: To install the septic system five feet away from the foundation wall, in lieu of the minimum ten feet separation distance required. 310 CMR 15. 405: To install the soil absorption system 3.7 feet away from the property line, in lieu of the minimum ten feet separation distance required. 310 CMR 15. 405: To install the soil absorption system 39 feet away from a watercourse, in lieu of the minimum fifty feet separation distance required. 310 CMR 15. 255 (2E): To install the soil absorption system three feet away from the retaining wall, in lieu of the minimum ten feet separation distance required. C:\cache\Temporary Internet Files\OLK176\OjalaTongsberg2007.doc r � , Section 360-1 of the Town of Barnstable Code: To install the soil absorption system 39 feet away from a coastal bank, in lieu of the minimum 100 feet separation distance required. Section 360-1 of the Town of Barnstable Code: To install the septic tank 31.5 feet away from a coastal bank, in lieu of the minimum 100 feet separation distance required. Section 360-18A of the Town of Barnstable Code: To install a septic system in an area where there is less than four feet of naturally occurring pervious soil above the maximum adjusted ground water table. This variance is granted with the following conditions: (1) No more than two (2) bedrooms are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall submit neatly drawn floor plans of the proposed home to the Board of Health. Each room shall be clearly labeled on the submitted plan. Room dimensions and doorways shall also be shown on the submitted plan. (3) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to two-bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (4) The septic system with innovative technology components shall be installed in strict accordance with the engineered plans dated February 9, 2007. (5) The designing engineer shall supervise the construction of the onsite sewage disposal system with innovative technology components and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the plans dated February 9, 2007. (6) The influent and wastewater effluent shall be monitored monthly during the first six months of operation, then quarterly thereafter for two years for pH, BOD5, TSS, TKN, NO3-N, and ammonia. (7) After the two years, the applicant shall come before the Board of Health at a public meeting to review for any adjustments to the monitoring plan. CAcache\Temporary Internet Files\OLK176\OjalaTongsberg2007.doc r r This variance is granted because the proposed plan appears to meet the design standards contained within the State Environmental Code, Title 5 and local Health Regulations. In addition., the plan does not reflect any additional wastewater discharge compared to the existing approved system. Sincerely yours, Wayne Miller, M.D. Chairman C:\cache\Temporary Internet Files\OLK176\OjalaTongsberg2007.doc ��a 7 P s , LEGAL DEPARTMENT, TOWN OF BARNSTABLE ROUTING SLIP DATE• - /31 , 200 TO: G FROM: ROBERT D. SMITH, Town Attorney T. DAVID HOUGHTON, 15t Assistant Town Attorney _ CHARLES S. McLAUGHLIN, JR.,.Assistant Town Attorney YX CLAIRE GRIFFEN, Legal Assistant PAMELA GORDON, Legal Clerk OUR FILE REF NO.: o �' - --------------------------------------------------------------------------------------------------------------------- i INTERROGATORY NO.10: transcripts and or recording of meetings, as well as findings of eals Identify the minutes, the record of hearings,recommendations, conclusions, or e isiosf including any notes by any in connection with the special permit application oft plaintiffs, Zoning Board of Appeals member of any meeting of the Board which considered the special permit application. INTERROGATORY N0.11: Identify the minutes,transcripts and or recording of meetings, s w well a findings indin s of fact, record of hearings,recommendations,conclusions, or decisionwith the Conservation Commission, in connection with the plaintiff s Notice of tof anyent meeting f the n of Barnstable for the Property, including any notes by any board member boards which considered the applications. D /INTERROGATORY N0.12: ��®M � V Identify the minutes, transcripts and or recording of meetings, of the Town of Barnstable Board record of hearings,recommendations, conclusions, or,decisions application with respect to the Property of Health in connection with the plaintiff's variance including any notes by any board member of any meeting of the boards which considered the applications. INTERROGATORY N0.13: Identify if all documents comprising concerning or relating to the plaintiff's special permit application,including: (a) the application; (b) any documents submitted or considered in connection with the special permit application; and/or (c) any documents prepared or obtained by any member of the Zoning Board of Appeals. INTERROGATORY N0.14: relating to the plaintiff s Notice of Identify all documents compri sing concerning or ervation Commission for the Property,including: Intent filed with the Town of Barnstable Cons (a) the application; (b) any documents submitted or considered in connection with the special permit application; and/or any documents prepared or obtained by any member of the Town of Barnstable (c) Conservation Commission. 7 WALKERk DIMARC4 ATTORNEYS AT LAW December 19, 2006 JC/I Town of Barnstable Office of Town Attorney 367 Main Street Hyannis, MA 02601-3907 RE: Frederick Tonsberg, et al v. Town of Barnstable Zoning Board of Appeals, et al Case No.: 06 MISC 331810 Dear Sir/Madam: Please find enclosed the Plaintiff s Fist Set of Interrogatories Propounded to Defendant, Town of Barnstable Zoning Board of Appeals. Kindly respond within the statutory period. Please call me if you have any questions at(781) 322-3700. Very truly yours, Walker&Di Marco, PC David N. Peterson, Esq. Enclosures f DEC 2 0 2000 TOVINI ATTORNEY r ♦A I b,r, Walker&DiMarco,P.C. 1 376 Washington St.,Suite 104, Malden, MA 02148 1 Paragon Towers,233 Needham Street,Suite 300,Newton, MA 02464 T 781-322-3700 1 F 781-322-3757 1 www.walkerdimarcopc.com o 202 COMMONWEALTH OF MASSACHUSETTS BARNSTABLE COUNTY LAND COURT DEPARTMENT CIVIL ACTION NO. 06 MISC 331810 FREDERICK TONSBERG and ) ROBERTA TONSBERG ) Plaintiffs ) V. ) TOWN OF BARNSTABLE ) ZONING BOARD OF APPEALS; and ) GAIL C. NIGHTINGALE, SHEILA ) GEILER, DANIEL M. CREEDON, ) RANDOLPH CHILDS, and ) JOHN T. NORMAN, as they are ) Members of the TOWN OF ) BARNSTABLE ZONING BOARD OF ) APPEALS ) Defendants ) PLAINTIFFS FIRST SET OF INTERROGATORIES PROPOUNDED TO DEFENDANT, TOWN OF BARNSTABLE ZONING BOARD OF APPEALS The Plaintiffs, Frederick Tonsberg and Roberta Tonsberg(hereinafter the "Tonsbergs"), pursuant to Mass. R. Civ. P. 33, hereby propound the following Interrogatories to the Defendant, Town of Barnstable Zoning Board of Appeals (hereinafter the"ZBA"), to be answered separately and fully, in writing, under oath, within forty-five (45) days after service hereof. PRELIMINARY STATEMENT In answering these interrogatories,please furnish all information available to you, including information in the possession of your attorneys,their investigators and all other persons acting in your behalf, and not merely such information known of your personal knowledge. Each interrogatory, and each subsection of each interrogatory, is to be fully and separately answered in accordance with the duties set forth in Rule 33 of the Massachusetts Rules of Civil Procedure. As to Commonwealth of Massachusetts T Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments Sh01�1 2•Sert Beach Rd. Centerville Ma. 02632 Property Address Fred Tonsberg Owner Owner's Name requir required is 11 Conifer Ln.Westwood Ma 02090 9/25/2009 required for every page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When filling out forms A. General Information on the computer, ` use only the tab 1. Inspector: key to move your cursor-do not Sean M. Jones use the return Name of Inspector key. S.M.Jones Title V Septic Inspection rmf Company Name 74 Beldan Ln. Company Address, Centerville Ma 02632 Cityrrown State Zip Code 774-248-4850 SI 4522 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 e sewage disposal systems. I am a DEP approved system inspector pursuant to�$'ection 1`5:340 o1E Title 5(310 CMR 15.000).The system: ❑ Passes ❑ Conditionally Passes ❑ Falls :- " CDy . ® Needs Further Evaluation by the Local Approving Authority ' 9/25/2009 °- 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•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 Commonwealth of Massachusetts upTitle 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 2 Sort Beach Rd. Centerville Ma. 02632 Property Address Fred Tonsberg Owner Owner's Name information is required for every 11 Conifer Ln.Westwood Ma 02090 9/25/2009 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ❑ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. 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•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 2 Sort Beach Rd. Centerville Ma. 02632 Property Address Fred Tonsberg Owner Owner's Name information is required for every 11 Conifer Ln.Westwood Ma 02090 9/25/2009 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 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•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 3 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments '< 2 Sort Beach Rd. Centerville Ma. 02632 Property Address Fred Tonsberg Owner Owner's Name information is required for every 11 Conifer Ln.Westwood Ma 02090 9/25/2009 page. City/Town 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 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:' System needs further evaluation due to: a) Close proximity to high groundwater elevation and bottom of s.a.s b) s.a.s. is located only 70+/-feet from edge of surface water. c) system was installed partially over the property line. r f 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•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments yy� 2 Sort Beach Rd. Centerville Ma. 02632 Property Address Fred Tonsberg Owner Owner's Name information is required for every 11 Conifer Ln.Westwood Ma 02090 9/25/2009 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•09/08 TAIe 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 2 Sort Beach Rd. Centerville Ma. 02632 Property Address Fred Tonsberg Owner Owner's Name information is required for every 11 Conifer Ln.Westwood Ma 02090 9/25/2009 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? ® Cl Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms(design): 2 Number of bedrooms(actual): 2 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 220 gpd I I t5ins•09f08 Title 5 Officialnspect�on Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts _ W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments ,.. 2 Sort Beach Rd. Centerville Ma. 02632 Property Address Fred Tonsberg Owner owners Name information is required for every 11 Conifer Ln.Westwood Ma 02090 9/25/2009 page. Cityrrown State Zip Code Date of Inspection D. System Information Description: Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system?[if yes separate inspection required] ❑ Yes ® No 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: unknown 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-09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments y� 2 Sort Beach Rd. Centerville Ma. 02632 Property Address Fred Tonsberg Owner Owner's Name information is required for every 11 Conifer Ln. Westwood Ma 02090 9/25/2009 page. Cityfrown state Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no)(if yes, attach previous inspection records, if any) ❑ Innovative/Altemative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest ` inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments °yt 2 Sort Beach Rd. Centerville Ma. 02632 Property Address Fred Tonsberg Owner Owner's Name information is required for every 11 Conifer Ln.Westwood Ma 02090 9/25/2009 page. Cityfrown State Zip Code Date of Inspection D. System Information (cost.) Approximate age of all components, date installed(if known)and source of information: System installed in 1991 per Town of Barnstable records. Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 1 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.): Joints ok, no leakage, vented through roof Septic Tank(locate on site plan): Depth below grade: .5 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: 1000 gallons Sludge depth: 2" t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Foam-Not for Voluntary Assessments < 2 Sort Beach Rd. Centerville Ma. 02632 Property Address Fred Tonsberg Owner Owner's Name information is required for every 11 Conifer Ln. Westwood Ma 02090 9/25/2009 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 21 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 How were dimensions determined? Opened covers and took measurements 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 structurally sound and not leaking, it is-a low profile h-20 1000 gallon tank. Inlet and outlet tees intact. 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-09/08 i, Title 5 Official Inspection Forth:Subsurface Sewage Disposal System-Page 10 of 17 ri i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 2 Sort Beach Rd. Centerville Ma. 02632 Property Address Fred Tonsberg Owner Owner's Name information is required for every 11 Conifer Ln.Westwood Ma 02090 9/25/2009 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection)(locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments(condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•09/08 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments °< 2 Sort Beach Rd. Centerville Ma. 02632 Property Address Fred Tonsberg Owner Owner's Name information is required for every 11 Conifer Ln. Westwood Ma 02090 9/25/2009 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened)(locate on site plan): Depth of liquid level above outlet invert 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.): Box was level and in good condition. No sign of past hydraulic overloading. 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 and alarm operated when floats were lifted by hand. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 I Commonwealth of Massachusetts lugTitle 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 2 Sort Beach Rd. Centerville Ma. 02632 Property Address Fred Tonsberg Owner Owner's Name information is required for every 11 Conifer Ln.Westwood Ma 02090 9/25/2009 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ® leaching chambers number: 3 ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number. ❑ innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Soil and stone were both dry. No sign of past failure. Vegetation was normal. Bottom of flowdiffusers is 2.5 feet below grade and was determined by probing through stone to the bottom. 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-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form k�pl Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 2 Sort Beach Rd. Centerville Ma. 02632 Property Address Fred Tonsberg Owner Owner's Name information is 11 Conifer Ln.Westwood Ma 02090 9/25/2009 required for every page. Cityrrown 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.): r t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 2 Sort Beach Rd. Centerville Ma. 02632 Property Address Fred Tonsberg Owner Owner's Name information is required for every 11 Conifer Ln.Westwood Ma 02090 9/25/2009 page. Cityrrown 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 Uzi yz :af �ri Ho-- i 2v,fivV OP Hii:;6C 'ANce 4 13 i i3is- / PE�J:'ti� I •3; *o i a <r+s t5ins•09r08 Title 5 official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 f Commonwealth of Massachusetts U Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 2 Sort Beach Rd. Centerville Ma. 02632 Property Address Fred Tonsberg Owner Owner's Name information is required for every 11 Conifer Ln.Westwood Ma 02090 9/25/2009 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 4 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: 7/6/2006 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: Groundwater elevation was determined by checking a design plan on file at Town of Barnstable Board of Health for this property dated 7/6/2006. Plan shows groundwater was encountered at 48". Bottom of S.A.S. is approx. 30" below grade leaving a seperation of 15. Property is located in well area MIW-29/ZONE A. Water level for 9/2009 was at 8.4 resulting in an adjustment of 1.8'. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•09/08 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 16 of 17 �I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 2 Sort Beach Rd. Centerville Ma. 02632 Property Address Fred Tonsberg Owner Owners Name information is required for every 11 Conifer Ln,Westwood Ma 02090 9/25/2009 page. Citylrown 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 1 I i t5ins•08/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 FROM :down cape engineering inc FAX NO. :15093629580 Jan. 29 2007 01:57PM P1 r i down cape engineerinq, inc, CIVIL ENGIKM & LAN125UMYOP5 939 MAIN 5r/ ROIAY 6A YVMOUTHPO;Zf MA 02.675 (508) 562-4 41 FAX (508) 362-9880 FAX nAS; Zot I• tOr& PAa5- INCLUVING COVU TO: FAX#: FROM: �fiw►4`�`e' - ',-T Paso k^-� I FROM :down cape engineering inc FAX NO. :15083629880 Jan. 29 2007 01:58PM P2 J y ` tel.(508)362-4541 jrraln street rt sa fox(508)362-9880 yorrnoo port msae 02615 Y•. down cape engineering design civil engineers 8 land surveyors Arne H.OJela RE.,P.L.S. '• Daniel A.O1ala,P.E„P.L.S. Timotny H.Covell,P.L.S. tend court surveys l je��t.6 a ZU,?006 sit@plenning Dear Abutter: A public hearing has been scheduled for the Barnstable Board of Health to take action flowage®nssystem on a request for variances from Title 5 Regulations under CMR 15.000 and Town of _ Barnstable Regulations for the subsurface disposal of sewage for the proposed septic system at 2 Short Beach Road, Centerville. The variances requested are as follows: Inspedlons Variances requested under Maximum Feasible Compliance 15.405: permits 1 a: reduction in setback, leaching facility to lot line(10' to 3.7') lb: reduction in setback, leaching facility to foundation(20' to 3'); septic tank to foundation(10' to 5') lf: reduction in setback, leaching facility to watercourse(50' to 39') 15.255 (2e): reduction in distance between retaining wall and leaching facility (10' to 3'); (5): reduction in lateral removal of unsuitable soil Variances requested under Barnstable Board of Health Regulations: An I: Section 360-l: Septic tank to be 31.5' from coastal bank; SAS to be 39' from coastal bank Section 360-18A: Marginal lot regulation Said hearing will be held in the Hfaring Room. South_jStre!g. Hyannis, Tan",j /7 1-007 at 3:00 pm. Please check with the Health Department to confirm date and time. Sincerely, ` C -� Sarah B. Ojala Down Cape Engineering, inc. cc: file Barnstable Board of Health F. Tonsberg barnboh r FROM :down cape engineering inc FAX NO. :15083629880 Jan. 29 2007 01:58PM P3 S: t®I. (508)362-4541 3®me In street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineerinf `oturs ldasi�� civil engineers 8 land surveyors Arne H.oJela ae.,P.L.S. Oanlol A.Ofals,RE.,P.L.S. Timothy H.Covell,P.L.S. and court December 20. 2006 ,urveys Barnstable Board of. Health titeplanning 1-00 N(aln Street Hyannis, N(A 02601 lewage system iealgns Re: 2 Short Beach Road, Centerville Dear Board Members: inspectlone We hereby request a re-hearing on the above-referenced filing. The hearing was on December 5th, with the Board voting to approve a tight tank instead of the permits innovative/alternative system as proposed. We respectfully request that the Board re- visit their decision based on the following information. In accordance with 10 CMR 15.260, "approval of tie.ht tank may be -ranted only to eliminate a failed on-site system when no other feasible alternative to upgrade the system in accordance with 310 CMR 1.5.201 through 15.293 exists except as provided in 310 CIVIR 15.260(8)." 310 CNAR 15.260(4) states that a tight tank may be approved by the local board for a seasonal use dwelling and for remedial use for a failed system. We submit that this residence is neither seasonal nor failed. A subsequent conversation with DEP, when jiven the information about this project, indicated that this project did not meet the "no feasible alternative" portion of the regulation and therefore would not be approved. Under the Title V definition and verified with DEP, this project.is not considered to be"new construction". The following variances, unchanged from the previous tiling, are hereby requested: The following variances are requested under 15.405 ("Maximum Feasible Compliance"): Reduction in setback, leach facility to lot line (10' to 3.77); septic tank to foundation (10' to 5'; leach facility to foundation (20' to 3'); leaching facility to watercourse (50' to 39'). Under 15.255 (2e): reduction in distance between retaining wall and leaching facility (10' to V); (5): reduction in lateral removal of unsuitable soil. Under Town of Barnstable Article i Section 360-1: reduction in setback, leaching facility to coastal bank (100' to 39') and septic tank to coastal bank (100' to 31.5'); 360-13A(marginal lot regulation). Due to extreme site constrictions (upland area is only 5662 square feet)variances are necessary for this 2 bedroom septic system. The existing 2 bedroom older Title 5 system is currently within the road layout, while the new system will be entirely FROM ,;,down cape engineering inc FAX NO. :15083629880 Jan. 29 2007 01:58PM P4 within the lot. The new systern will be 5' above the groundwater elevation, as determined by readings taken from a monitoring well set on the lot, over a new moon high tide, As well, a Microrast system is proposed to further treat the effluent. The nitrogen calculations submitted show a nitrate reduction of 44°/o using the FAST system compared to the existing septic system, thereby reducing impacts on the wetlands and Centerville River. The proposed groundwater separation and the addition of the Microrast system are a vast improvement over what exists, The following parameters are proposed to be monitored in association with the installation of the Microrast system: pH, BOD5, TSS, TKN, NO3-N and ammonia_ The influent and effluent shall be monitored monthly for the first 6 months of operation, and quarterly thereafter. We feel that by granting these variances, the same degree of environmental protection can be attained without the need for strict adherence to the Title 5 Regulations and Barnstable Board of Health Regulations. Thank you for your re-consideration. Very tnily y s, IhO�ala, PE, P Down Cape Engineering, Inc. cc: F. Tonsberg, ��F1�rpm Town of Barnstable Barnstable Regulatory Services Department All-Am>dca BARVSTA13M. b 9 Public Health Division 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO December 14, 2009 Fred Tonsberg 11 Conifer Lane Westwood, MA 02090 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE,TITLE 5 The septic system located at 2 Short Beach Road, Centerville, MA was last inspected on September 25, 2009,by Sean M. Jones, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system"Failed"under the guidelines of 1995 TITLE 5 (310 CMR 15.00). You are ordered to replace the septic system before April 25, 2010, 3 (three) years from the date the Board of Health variance was granted. Failure to replace the septic system within the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH Thomas McKean, R.S., CHO Agent of the Board of Health CERTIFIED MAIL#70081830000205009977 �p�OF SFIE tp�� Town of Barnstable r y + IiAftIAIA.sLE. .- Board of Health MASS. 9Qp ibgq. ArFD MAI A 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D.S. FAX: 508-790-6304 Paul J.Canniff,D.M.D. Susan G.Rask,R.S. April 25, 2007 Mr. Arne Ojala Down Cape Engineering 939 Main Street, Route 6A Yarmouth Port, MA 02675 RE: 2 Short Beach Road, Centerville A = 206 044 Dear Mr. Ojala, You are granted a conditional variance on behalf of your client, Frederick Tongsberg, to construct an onsite sewage disposal system at 2 Short Beach Road, Centerville. The variance granted is as follows: 310 CMR 15. 405: To install the soil absorption system three feet away from the foundation wall, in lieu of the minimum twenty feet separation distance required. 310 CMR 15. 405: To install the septic system five feet away from the foundation wall, in lieu of the minimum ten feet separation distance required. 310 CMR 15. 405: To install the soil absorption system 3.7 feet away from the property line, in lieu of the minimum ten feet separation distance required. 310 CMR 15. 405: To install the soil absorption system 39 feet away from a watercourse, in lieu of the minimum fifty feet separation distance required. 310 CMR 15. 255 (2E): To install the soil absorption system three feet away from the retaining wall, in lieu of the minimum ten feet separation distance required. Q:\WPFILES\OjalaTongsberg2OO7.doc Section 360-1 of the Town of Barnstable Code: To install the soil absorption system 39 feet away from a coastal bank, in lieu of the minimum 100 feet separation distance required. Section 360-1 of the Town of Barnstable Code: To install the septic tank 31.5 feet away from a coastal bank, in lieu of the minimum 100 feet separation distance required. Section 360-18A of the Town of Barnstable Code: To install a septic system in an area where there is less than four feet of naturally occurring pervious soil above the maximum adjusted ground water table. This variance is granted with the following conditions: (1) No more than two (2) bedrooms are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall submit neatly drawn floor plans of the proposed home to the Board of Health. Each room shall be clearly labeled on the submitted plan. Room dimensions and doorways shall also be shown on the submitted plan. (3) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to two-bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (4) The septic system with innovative technology components shall be installed in strict accordance with the engineered plans dated February 9, 2007. (5) The designing engineer shall supervise the construction of the onsite sewage disposal system with innovative technology components and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the plans dated February 9, 2007. (6) The influent and wastewater effluent shall be monitored monthly during the first six months of operation, then quarterly thereafter for two years for pH, BOD5, TSS, TKN, NO3-N, and ammonia. (7) After the two years, the applicant shall come before the Board of Health at a public meeting to review for any adjustments to the monitoring plan. Q:\WPFILES\OjalaTongsberg2OO7.doc This variance is granted because the proposed plan appears to meet the design standards contained within the State Environmental Code, Title 5 and local Health Regulations. In addition, the plan does not reflect any additional wastewater discharge compared to the existing approved system. Sincer ly ours, Wayne Mill , M.D. Chairman Q:\WPFILES\OjalaTongsberg2OO7.doc Town of Barnstable of THE�� Board of Health +sTAB�, t 200 Main Street - Hyannis MA 02601 9 MASS. g 1639• �0 plED MA'S A Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a variance request form received on )2J?�ok � , the Petitioner(s), e I /can Q regarding the property at c.¢�j the petitioner(s)and the Board of Health agree that the Board of Health has until (insert date)to act upon the Petitioners'completed application for a variance. In executing this Agreement, the Petitioner(s)hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. Petitioner(s): Board of Health: Signature:i��°�"' Signature: nn Petitioner(s)or Petitions Representative Chairman Print: L . 0,J/A- Print: Wayne Miller, M.D. Date: I'1 C9 Date: Address of Petitioner(s)or Petitioner's Representative In Town of Barnstable Board of Health Public Health Division 200 Main Street s"v g—3G 2— y S''�J Hyannis, MA 02601 Phone: (508) 862-4644 Fax: (508) 790-6304 file q:extend.doc THE Town of Barnstable of TQ� Roard of Health x s MASS. ' 200 Main Street - Hyannis MA 02601 MASS. i639• ArED MA't A Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a variance request form received on 2L2,i?Lo the Petitioner(s), regarding the property at ID the petitioner(s)and the Board of Health agree that the Board of Health fias until f Lf 2,o 01 (insert date)to act upon the Petitioners'completed application for a variance. .• In executing this Agreement, the Petitioner(s) hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prier to the execution of this Agreement. Petitioner(s): Board of Health: Signature: Signature:— '— Petitioner(s)or Petitioner's Representative Chairman Print: Print: Wayne Miller, M.D. Date: Date: Address of Petitioner(s)or Petitioner's Representative Town of Barnstable Board of Health Public Health Division 200 Main Street Hyannis, MA 02601 Phone:. (508) 862-4644 Fax: (50,8) 790-6304 4 file q:extend.doc • - t" i { DATE: FEE: BARNSCABM v MASS. m REC. BY Town of Barnstable SCHED. DATE-:,,I_�6�J Board of Health / �7 200 Main Street, Hyannis MA 02601 a' ''fir' ttell Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION Property Address: Z SH o/Z 7 (3 QA r-0 4vA.p C-r,N'CE/Z,1►L- Ea Assessor's Map and Parcel Number: ?-a 6 `{4 Size of Lot: Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME: a-r-, Phone -ISI Did the owner of the property authorize you to represent him or her? Yes %A No PROPERTY OWNER'S NAME CONTACT PERSON Name: f"Vc�21tx E QGlgo✓LT-^ 'tor-i��+,�rZc�- Name: F19-cp 00,w1 Address: `t'> oc,,Z w,n►.7 S 17lt- �ti- Address: 6 � ('47E Phone: -it3l - 85 6 - 4•"L`S Phone: s` 1 VARIANCE FROM REGULATION(List Res.) REASON FOR VARIANCE(May attach if more space needed) �a e 27r- ".J rn NATURE OF WORK House Addition 0 ????? House Renovation Repair of Failed Septic System 0 Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) C:\Documents and Settings\decollik\Local Settings\Temporary Internet F1J1es\OLK3\VARIREQ.DOC MS MS 10YR 5/1 5 8/1+ r 12-4.1' 0` -4.6' 90` -10, MON70MG WELL READINGS TAKEN OVER NEW GROUNDWATER ENCOUNTERED AT W a". MOON 71DAL CYCLE AT MMW TIDES ON 5/27 1.0' NM AND 5/31: READING$, TAKEN HOURLY THROUGH 7HE HGH TIDE; RANGED MW 1.56' TO 1.7W. WISERVA71VE HGN WATER DESIGN 8"AMON OF 1W USED. TITLE 5 AND BOH VARIANCES REQUESTED: (NOTE SIMILAR VARIANCES GRANTED BY BOH IN 3/22/01 LETTER) 15.405 (MAX. FEASIBLE COMPLIANCE): REDUCTION IN SETBACK. SAS TO FNDN (20' TO 3'); SEPTIC TANK TO FNDN (10' TO 5'); SAS TO LOT LINE (10- TO 3.7'); REDUCTION IN SETBACK, SAS TO WATERCOURSE (50' TO 391 15.255 (2e): REDUCTION IN DISTANCE BETWEEN RETAINING WALL AND SAS (10' To 3'); (5): REDUCTION IN LATERAL REMOVAL OF UNSUITABLE SOIL TOWN OF BARNSTABLE ARTICLE I SECTION 360-1: REDUCTION IN SETBACK, SAS TO COASTAL BANK (100' TO 39) AND SEPTIC TANK TO COASTAL BANK (100- TO 31.5') 360-18A: MARGINAL LOT REGULATION -r� '1 SHEET 1 OF 2 TITLE . 5 SITE PLAN OF C" i 2 SHORT BEACH ROAD CENTERVILLE PREPARED FOR FREDERICK & ROBERTA TONSBERG DATE: JULY 6, 2006 REV. SEPT 26, 2006 (Upland area, deck, steps, s.m. 5-8) REV. OCT. 3, 2006 Section, Fill, Ret. Wall, Cov.calcs. REV. OCT. 31, 2006 (WLL, planting note) REV. FEB. 9, 2007 (RSF, PRES. DOSE) Scale: 1"= 10' 0 5 10 15 20 25 FEET off 508-362-4541 fax 508-362-9880- ISS I 1H OF Mgss9 ARNE down cape engineering, inc. cyc H. 2 OJALA Cwn CIVIL ENGINEERS N P ) I LAND SURVEYORS P.L.S. 939 main st. yarmouthport, ma 02675 ` tel. (508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port ` mass 02675 41own cape eng'ineerinf structural design civil engineers &land surveyors Arne H.Ojala F.E.,P.L.S. Daniel A.Ojala,F.E.,F.L.S. Timothy H.Covell,P.L.S. land court December 20, 2006 Sey surveys l 6� Barnstable Board of Health site planning 200 Main Street \✓ t'�t� Hyannis, MA 02601 sewage system designs Re: 2 Short Beach Road, Centerville Dear Board Members: inspections We hereby request a re-hearing on the above-referenced filing. The hearing was on December 5th, with the Board voting to approve a tight tank instead of the permits innovative/alternative system as proposed. We respectfully request that the Boar re- visit their decision based on the following information. In accordance with 310 CMR 15.260, "approval of a tight tank may be granted only to eliminate a failed on-site system when no other feasible alternative to upgrade the system in accordance with 310 CMR 15.201 through 15.293 exists except as provided in 310 CMR 15.260(8)." 310 CMR 15.260(8) states that a tight tank maybe approved by the local board for a seasonal use dwelling and for remedial use for a failed system. We submit that this residence is neither seasonal nor failed. A subsequent conversation with DEP, when given the information about this project, indicated that this project did not meet the"no feasible alternative" portion of the regulation and therefore would not be approved. Under the Title V definition and verified with DEP, this project is not considered to be"new construction". The following variances, unchanged from the previous filing, are hereby requested: The following variances are requested under 15.405 ("Maximum Feasible Compliance"): Reduction in setback, leach facility to lot line (10' to 3.7'); septic tank to foundation (10' to 5'; leach facility to foundation (20' to 3'); leaching facility to watercourse (50' to 39'). Under 15.255 (2e): reduction in distance between retaining wall and leaching facility (10' to 3'), (5): reduction in lateral removal of unsuitable soil. Under Town of Barnstable Article I Section 360-1: reduction in setback, leaching facility to coastal bank (100' to 39') and septic tank to coastal bank(100' to 31.51); 360-18A(marginal lot regulation). Due to extreme site constrictions (upland area is only 5662 square feet) variances are necessary for this 2 bedroom septic system. The existing 2 bedroom older Title 5 system is currently within the road layout, while the new system will be entirely • within the lot. The new system will be 5' above the groundwater elevation, as determined by readings taken from a monitoring well set on the lot, over a new moon high tide. As well, a MicroFast system is proposed to further treat the effluent. The nitrogen calculations submitted show a nitrate reduction of 44% using the FAST system compared to the existing septic system, thereby reducing impacts on the wetlands and Centerville River. The proposed groundwater separation and the addition of the MicroFast system are a vast improvement over what exists. The following parameters are proposed to be monitored in association with the installation of the MicroFast system: pH, BOD5, TSS, TKN, NO3-N and ammonia. The influent and effluent shall be monitored monthly for the first 6 months of operation, and quarterly thereafter. We feel that by granting these variances, the same degree of environmental protection can be attained without the need for strict adherence to the Title 5 Regulations and Barnstable Board of Health Regulations. Thank you for your re-consideration. Very truly yo s, Arf�Ojala, PE,P Down Cape Engineering, Inc. cc- F. Tonsberg WALKER kDI MARCO ATTORNEYS AT LAW —� December 11, 2006 Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 RE: Frederick and Roberta Tonsberg, 2 Short Beach Road, Centerville Application for Septic Upgrade Variance Dear Sir/Madam: Please be advised that we represent Frederick and Roberta Tonsberg with regards to the above referenced matter. On or about November 5, 2006, at the hearing on the Tonsbergs application for a septic variance, it was indicated to Mr. Tonsberg that his application would be denied. It was further indicated that the Board'of Health considered that the only acceptable alternative to the current system would be to install a Tight Tank. Following the meeting,,Ms. Sarah Ojala of Down Cape Engineering contacted the Massachusetts Department of Environmental Protection (hereafter the "DEP") to determine if the use of a Tight Tank was appropriate for the site. The DEP indicated that use of a Tight Tank would not be appropriate for the site, and they therefore would not approve the use of a Tight Tank as the use does not meet the requirements of the Title 5 Regulations, specifically 310 CMR 15.260. 310 µ - CMR 15.260 allows the use of a Tight Tank only in situations where there is no feasible alternative to upgrade a system. Given that a"feasible alternative" exists for the site in the form of the MicroFast system that was presented in the Tonsbergs application, the use of a Tight Tank does not comply with the Title 5 Regulations. In light of the discussions with the DEP, Frederick Tonsberg and Roberta Tonsberg respectfully request a re-hearing on this matter. The Tonsbergs wish to improve upon the current system that will better insure the protection of the health and welfare of the environment and the public. Please call me if you have any questions at(781) 322-3700. Very truly yours, ' Walker& Di Marco PC rr+ . David N. Peterson, Esq. C>' d, w � CC) o r- M Walker&DiMarco,P.C. 1 376 Washington St.,Suite 104, Malden, MA 02148 1 Paragon Towers,233 Needham Street Suite 30�%ewton, MA 02464 T 781-322-3700 1 F 781-322-3757 1 www.walkerdimarcopc.com O 202 i NOV-8-2006 10:05A FROM:STONECROFT (781)326-7557 TO:15083629880 P.1 November 7,2006 To: Whom it may concern From: Fred Tonsberg i Re: Representation of 2 Short Beach Rd. Centerville I Down Cape Engineering has been retained to represent myself in all= engineering matters pertaining to 2 Short Beach Road, Centerville Ma. Please allow them to submit all plans and make the presentations at any and all meetings and i hearings. If you have any further questions please contact me at your earliest convenience at(781)858-6265. Thank-you, Fred Tonsberg,Owner 2 Short Beach Road,Centerville NOU-8-2006 10:05A FROM:STONECROFT (781)326-7557 TO: 15083629880 P.1 I i November 7,2006 To: Whom it may concern From: Fred Tonsberg i i Re: Representation of 2 Short Beach Rd. Centerville Down Cape Engineering has been retained to represent myself in all- engineering matters pertaining to 2 Short Beach Road, Centerville Ma. Please allow them to submit all plans and make the presentations at any and all meetings and hearings. If you have any further questions please contact me at your earliest convenience at(781)858-6265. Thank-you, Fred Tonsberg,Owner 2 Short Beach Road,Centerville °Ft"El�� Town of Barnstable BMMSTABLE, = Board of Health $ 1639. 200 Main Street HIED MA'1 a Hyannis, MA 02601 Office: 508-8624644 Paul Canniff,D.M.D.. FAX: 508-790-6304 Wayne Miller,M.D. January 9, 2006 Arnie Ojala Down Cape Engineering 939 Main Street Yarmouthport, MA 02675 RE: 2 Short Beach Road, Centerville A= 206-044 Dear Mr. Ojala, Your request for multiple variances, on behalf of your clients Frederick and Roberta Tonsberg, to construct an onsite sewage disposal system at 2 Short Beach Road Centerville, was not granted. The following variances were requested: 310 CMR 15.211: To place the soil absorption system 39 feet away from a watercourse, in lieu of the fifty (50) feet minimum setback required by the State Environmental Code, Title 5. 310 CMR 15.211: To place the soil absorption system 3.7 feet away from the front property line, in lieu of the ten (10) feet minimum setback required by the State Environmental Code, Title 5. 310 CMR 15.211: The septic tank was proposed to be located five (5) feet away from the foundation wall, in lieu of the ten (10) feet minimum setback required by the State Environmental Code, Title 5. 310 CMR 15.211: The soil absorption system was proposed to be located three (3) feet away from the foundation wall, in lieu of the twenty (20) feet minimum setback required. by the State Environmental Code, Title 5. 310 CMR 15.255 (2e): The soil absorption system was proposed to be located three feet away from a retaining wall, in lieu of the ten (10) feet minimum setback required by Title 5 the State Environmental Code. Q:\WPFILES\Ojala2ShortBeachDEnia106.doc f 310 CMR 15.255 (5): The applicant proposed to reduce the lateral removal of unsuitable soils surrounding the soil absorption system. Section 360-1: The soil absorption system was proposed to be located 39 feet of a coastal bank, in lieu of the one-hundred (100) feet minimum setback required by the local Board of Health Regulation. Section 360-1: The septic tank was proposed to be located 31.5 feet of a coastal bank, in lieu of the one—hundred (100) feet minimum setback required by the local Board of Health Regulation. Section 360-18A: The soil absorption system was proposed to be placed within fill, not within naturally occurring soils. A public hearing was held on December 5, 2006. The Board did not grant the variances. Variances may only be granted when, in the opinion of the Board of Health, the applicant has demonstrated that (a) enforcement of the particular provision would be manifestly unjust and -(b) the same degree of protection could be achieved without strictly adherence to a particular provision or regulation. You did not demonstrate that the same degree of protection could be achieved without strict adherence to a particular provision or regulation. Both the health staff and the Board recommended a tight tank at this location. You asserted that the proposed system would reduce nitrogen loading. Given the proposed close proximity to wetlands (only 39 feet) and the multiple variances you requested caused by your proposal to increase the size of the building (thus creating your own hardship), your request for variances was not granted. Sincerely yours, Wayn Miller, Paul Canni , D.M. . dIA%Vai ianceDenial A pU DATE: o� FEE: /J 1 • BAMSPABI.E. A,eO REC. BY � �^ Town of Barnstable SCHED. DATE: Board of Health o2ab� 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION Property Address: Z s�-102T (3QAr-N 4VA.C> t E2v►t:.t,e, Assessor's Map and Parcel Number: Size of Lot: Wetlands Within 300 Ft. Yes `71'- Business Name: No Subdivision Name: APPLICANT'S NAME: is ABC Phone IS I 1356 C." S Did the owner of the property authorize you to represent him or her? Yes mac_ No PROPERTY OWNER'S NAME CONTACT PERSON Name: (ZO/3 9,4—rA --To--J SA eaCr Name- Address: 4'> �or.,z w��.► S 02��-Z Address:'7 o TEaJt�-C.� Phone: -f�l � BSE3 - 4Z.`S� Phone: VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) NATURE OF WORK House Addition 0 ????? House Renovation Repair of Failed Septic System 0 Checklist (to.be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LK3\VARIREQ.D0C SENDER: - ON UNITED STATES'POSIWUSERVICE First-Class Mail ■ Complete Items 1,2,and 3.Also complete A.Signature Ln m - Postage&Fees Paid Item 4 If Restricted Delivery Is desired. ❑Agent Q LISPS 111111 ■ Print your name and address on the reverse X A6 ❑Addressee Permit No.G-10 so that we can return the card to you. B.Received by(Printed(hame) C.Date of pelivery ■ Attach this card to the back of the mall Iece, r*1 orpn the front if space permits. p 1 b b m •Sender.Please print your name,address,and ZIP+4 in this box• D.Is delivery address different from Item 1? ❑ es 171 I. Article Addressed to: If YES,enter delivery address below. ❑No nj l7 L)�`��'` C3 Down Cape Engineering,"inc. 3 939 Main St.—Suite C (' a cow a 1farlmouth Port, MA 02675 3. Service Type / ^,d Certified Mall ❑Express Mail w— /_14i� Registered ❑Return Receipt for Merchandise 0 I ❑Insured Mall ❑C.O.D. V G O 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 7 0 0 3 1010 0002 7 3 5 3 1935 (rfansfer horn service lab PS Form 3811,February 2004 Receipt n Domestic Return Recei :(" r" r' r to2sss-0x�tsoo UGC ftt•:::t;trt;fI:Y.1::;,,l;_:;t •.�;tt.•.,;,+l1s.l;I:;;rlt,.� SENDER:COMPLETE THIS SECTION COMPLETE THIS SECTION 01�DELIVERY ■ Compiete items 1,2,and 3:Also complete' A.,Slgn tune Co I UNITED STA ps7n Item 4'rf Restricted Delivery is desired. ❑Agent '�"ru fF fwa d. . ■ Print your name and address on the reverse X�T��'� ❑Addressee Ir so that we can return the card to you. �/g}m��+ -� , p B G''� ��r7� C./�aeofD livery m ,e.�...40Vix Z �D e ■ Attach this card to the back of the mail lace, or on the front ff space permits. y D.Is delivery address different from Ren1? ❑Y N 1. ArtIcleAddressed to: •Sender. Please print our name,address,and ZIP+4 in this box• If YES,enter delivery address.below ❑No y/- C O C3 (1 7 VLJ.l r3 (� Down Cape Engineeri�tg, inc. // 3. Spvlce Type o 939 Main St.—Suite C ✓t`l� /"t Certmed Mall ❑Express Man Yarmouth Port, MA 02675 / Registered ❑Return Recelpt for Merchandise (11 ❑Insured Mall ❑C.O.D. p V Ol 4. Restricted Delivery?(Extra Fee). ❑Yes 171 2. Article Number (transfer hom service iabeq 7003 1010 0002 7353 1928 PS Form.3811,February 2004 Domestic Return Receipt 1025e5 02-W1 r � �� rn:.:::►:t:tr.: ;::r:><,r.:;r1� I " .l.;;.i,:Ff j RECEIPTCERTIFIED MAILT11 • • QrtL (Domestic • . Provided) MIN I1.1 v N postage $ Ln rri ru 7aa-,N�: mCertified Fee $ •cy'° � e 0 - P 9 IC3Retum Redept Fee �'` 3. Lt(Endorsement Required) - � ? ere C>; f1J Certified Fee PostmO Restricted Delivery Fee C ` O Retum Redept Fee I` �� s � C'(Endorsement Required) j Jy1, C] (EndorsementRequlred) C. O ✓t Fee r"R Total P ' `.'— p Restricted Delivery 4D Postage&Fees „ (Endorsement Required) lq 1,l o M Sent To -�� r-1 Total Postage&Fees D --- - (� Streef A-EWW, fr7 Sent To 0�-4 or PO Box No. O ------------------ - ----- • . ... .................................•••••••••-....... p Gry,Spate,ZIP+4 � StreB f;rlpi lJo.; • ---------------- or PO Box No. .............................................. .._--••............................... PS Form :' r City State,ZlPt4 :rr rr ' • - �Postal',Se?vlceTM' LO • _ Q- (Domestic • CoverageProvided) For delivery information Visit our website,at www.usps.come, Postage $ , � r- Postage $ J / t3 Certified Fee �. C`n ;' -. C3 Certified Fee o2 ( V_ ��aa Postm 0 Return Redept Fee Postmixx w<> O Return Redept Fee p ! Her ' r (Endorsement Required) �, ,i tyre �` (Endorsement Required) 1. p J �� O Restricted Delivery Fee 1: C E:3 Restricted Delivery Fee -a (Endorsement Required) , rl (Endorsement Required) �.. C3 l* C] • d Total Postage&Fees Total Postage&Fees $ m O Sent To p Sent To Z.►� v r� Sfreet,Apt No.; r`- Sheet,ApeNo.; or PO Box No. or PO Box No. ------ ..•-•................................................................ Ciry State Z1_ City State, :r� rr :r• June 2002 1 r t Tp� DATE: /OC-/oZ�to 0�^ FEE • BARNSTABLE, 9 MASS.79� m REC. BY t6 �0 TF39- Town of Barnstable / SCHED. DATE / Board of Health / 200 Main Street, Hyannis MA 02601 I/ 6.Vj a- ''fi r' tLIJI Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 2 SH wE Assessor's Map and Parcel Number: Size of Lot: l Z-L 3 Z• t(— SI Wetlands Within 300 Ft. Yes `t! Business Name: No Subdivision Name: APPLICANT'S NAME: Phone lg g 513 L �—L S Did the owner of the property authorize you to represent him or her? Yes -c No PROPERTY OWNER'S NAME CONTACT PERSON Name: � ��2ttx E �oR��—T.� a-t�+,r�vz-ct- Name: Address: '4 75 w t^t Address: C Phone: 'ill SS E3 - 4•Z`S� Phone: G; VARIANCE FROM REGULATION(t.ist Res.) REASON FOR VARIANCE(May attach if more space needed)Is NATURE OF WORK House Addition 0 ????? House Renovation Repair of Failed Septic System 0 Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests onlv) C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\OLK3\VARIREQ.DOC F �. tel. (508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down CIVe en�ineeri�g structural design civil engineers &land surveyors Arne H.Ojala P.E.,P.L.S. Daniel A.Ojala,P.E.,P.L.S. Timothy H.Covell,P.L.S. land court December 20, 2006 surveys Barnstable Board of Health site planning 200 Main Street \✓ �� l�t Hyannis, MA 02601 sewage system designs Re: 2 Short Beach Road, Centerville Dear Board Members: inspections We hereby request a re-hearing on the above-referenced filing. The hearing was on December 5th, with the Board voting to approve a tight tank.instead of the permits innovative/alternative system as proposed. We respectfully request that the Board re- visit their decision based on the following information. In accordance with 310 CMR 15.260, "approval of a tight tank may be granted only to eliminate a failed on-site system when no other feasible alternative to upgrade the system in accordance with 310 CMR 15.201 through 15.293 exists except as provided in 310 CMR 15.260(8)." 310 CMR 15.260(8) states that a tight tank maybe approved by the local board for a seasonal use dwelling and for remedial use for a failed system. We submit that this residence is neither seasonal nor failed. A subsequent conversation with DEP, when given the information about this project, indicated that this project did not meet the"no feasible alternative" portion of the regulation and therefore would not be approved. Under the Title V definition and verified with DEP, this project is not considered to be"new construction". The following variances, unchanged from the previous filing, are hereby requested: The following variances are requested under 15.405 ("Maximum Feasible Compliance")- Reduction in setback, leach facility to lot line (10' to 37); septic tank to foundation (10' to 5'; leach facility to foundation (20' to 3'); leaching facility to watercourse (50' to 39'). Under 15.255 (2e): reduction in distance between retaining wall and leaching facility (10' to 3'); (5): reduction in lateral removal of unsuitable soil. Under Town of Barnstable Article I Section 360-1: reduction in setback, leaching facility to coastal bank (100' to 39') and septic tank to coastal bank(100' to 31.5'); 360-18A (marginal lot regulation). Due to extreme site constrictions (upland area is only 5662 square feet) variances are necessary for this 2 bedroom septic system. The existing 2 bedroom older Title 5 system is currently within the road layout, while the new system will be entirely f ` within the lot. The new system will be 5' above the groundwater elevation, as determined by readings taken from a monitoring well set on the lot, over a new moon high tide. As well, a MicroFast system is proposed to further treat the effluent. The nitrogen calculations submitted show a nitrate reduction of 44%using the FAST system compared to the existing septic system, thereby reducing impacts on the wetlands and Centerville River. The proposed groundwater separation and the addition of the MicroFast system are a vast improvement over what exists. The following parameters are proposed to be monitored in association with the installation of the MicroFast system: pH, BOD5, TSS, TKN, NO3-N and ammonia. The influent and effluent shall be monitored monthly for the first 6 months of operation, and quarterly thereafter. We feel that by granting these variances, the same degree of environmental protection can be attained without the need for strict adherence to the Title 5 Regulations and Barnstable Board of Health Regulations. Thank you for your re-consideration. Very truly yo s, Ar— Ojala, PE, P Down Cape Engineering, Inc. cc: F. Tonsberg f tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cope engileering structural design civil engineers &land surveyors Arne H.Ojala P.E.,P.L.S. Daniel A.Ojala,P.E.,P.L.S. Timothy H.Covell,P.L.S. land court surveys �jecc+�t�u' 20,2006 site planning Dear Abutter: sewage system A public hearing has been scheduled for the Barnstable Board of Health to take action designs on a request for variances from Title 5 Regulations under CMR 15.000 and Town of Barnstable Regulations for the subsurface disposal of sewage for the proposed septic system at 2 Short Beach Road, Centerville. The variances requested are as follows: inspections Variances requested under Maximum Feasible Compliance 15.405: permits la: reduction in setback, leaching facility to lot line (10' to 37) lb: reduction in setback, leaching facility to foundation (20' to 3'); septic tank to foundation(10' to 5') If: reduction in setback, leaching facility to watercourse(50' to 39') 15.255 (2e): reduction in distance between retaining wall and leaching facility (10' to 3'); (5): reduction in lateral removal of unsuitable soil Variances requested under Barnstable Board of Health Regulations: Art I: Section 360-1: Septic tank to be 31.5' from coastal bank; SAS to be 39' from coastal bank Section 360-18A: Marginal lot regulation Said hearing will be held in the Hearing Room, South Street. Hyannis. -7 . u ..y /7 2-007 at 3:00 pm. Please check with the Health Department to confirm date and time. Sincerely, ` Sarah B. Ojala Down Cape Engineering, Inc. cc- file Barnstable Board of Health F. Tonsberg barnboh Abutters List for Map 206 Parcel 44 Map 206 Parcel 43 Anne A. Healy 333 Quaker Meeting House Road East Sandwich, MA 02537 Map 206 Parcel 49 Dorothy Bryson 11 Acorn Drive Auburndale, MA 02166 Map 206 Parcel 88 Fulvio Et Joann Fierimonte 16 Arundel Terrace Newton, MA 02458 Map 206 Parcel 97 Donald Et Joan Richter 37 Waterside Drive Centerville, MA 02632 tel. (508)362-4541 939 main street rt 6a yarmouth port �, fax(508)362-9880 yarmouth port % mass 02675 down cope enigineerhy structural design civil engineers &land surveyors Arne H.Ojala P.E.,P.L.S. Daniel A.Ojala,P.E.,P.L.S. Timothy H.Covell,P.L.S. land court surveys (l�ccwt�r,- 1-0,2006 site planning Dear Abutter: , sewage system A public hearing has been scheduled for the Barnstable Board of Health to take action designs on a request for variances from Title 5 Regulations under CMR 15.000 and Town of Barnstable Regulations for the subsurface disposal of sewage for the proposed septic system at 2 Short Beach Road, Centerville. The variances requested are as follows: inspections Variances requested under Maximum Feasible Compliance 15.405: permits la: reduction in setback, leaching facility to lot line (1.0' to 3.7') lb: reduction in setback, leaching facility to foundation (20' to 3'); septic tank to foundation(10' to 5') If reduction in setback, leaching facility to watercourse(50' to 39') 15.255 (2e): reduction in distance between retaining wall and leaching facility (10' to 3'); (5): reduction in lateral removal of unsuitable soil Variances requested under Barnstable Board of Health Regulations: Art I: Section 360-1: Septic tank to be 31.5' from coastal bank; SAS to be 39' from coastal bank Section 360-18A: Marginal lot regulation Said hearing will be held in the Hearing Room, South Street, Hyannis. ]an L'-"7 /7 z 00 7 at 3:00 pm. Please check with the Health Department to confirm date and time. Sincerely, ` Sarah B. Ojala Down Cape Engineering, Inc. cc: file Barnstable Board of Health F. Tonsberg barnboh Abutters List for Map 206 Parcel 44 Map 206 Parcel 43 Anne A. Healy 333 Quaker Meeting House Road East Sandwich, MA 02537 Map 206 Parcel 49 Dorothy Bryson 11 Acorn Drive Auburndale, MA 02166 Map 206 Parcel 88 Fulvio Et Joann Fierimonte 16 Arundel Terrace Newton, MA 02458 Map 206 Parcel 97 Donald Et Joan Richter 37 Waterside Drive Centerville, MA 02632 FROM down cape engineering inc FAX NO. :15083629880 Jan. 29 2007 01:58PM P2 I tel.(508)362-4541 ''pain street rt 8a , fox(508)382-9880 Yarmouth port mane 02675 <v' down cope engineering civil engineers d land surveyors Pd.lign Arne H.O1ala RE.,P.L.S. Denlel A.O1ala,P.E.,P.L.S. Timothy H.Covell,P.L.S. lend court Ne uZa 20 su rS .LecLM� ,.. )6 altsplanning Dear Abutter: sewage System A public hearing has been scheduled for the Bamstable Board of Health to take action designs on a request for variances from Title 5 Regulations under CMR 15.000 and Town of Barnstable Regulations for the subsurface disposal of sewage for the proposed septic system at 2 Short Beach Road, Centerville. The variances requested are as follows: Inspections Variances requested under Maximum Feasible Compliance 15.405: permits 1 a.: reduction in setback, leaching facility to lot line (10' to 3.7') lb: reduction in setback, leaching facility to foundation(20' to 3'), septic tank to foundation (10' to 5') If reduction in setback, leaching facility to watercourse(50' to 39') 15.255 (2e): reduction in distance between retaining wall and leaching facility(10' to 3'); (5): reduction in lateral removal of unsuitable soil Variances requested under Barnstable Board of Health Regulations: Art I; Section 360-1: Septic tank to be 31.5' from coastal bank; SAS to be 39' from coastal bank Section 360-18A: Marginal lot regulation Said hearing will be held in the Hearing Room—S(kuth Sxregt, Hyan»is, Tit". /7 400 7 at 3:00 pm. Please check with the Health Department'to confirm date and time. Sincerely, ` C>-� Sarah B. Qjala Down Cape Engineering, Inc. cc: file Barnstable Board of Health F. Tonsberg harnboh FROM :down cape engineering inc FAX NO. :15083629880 Jan. 29 2007 01:58PM P3 tel.(508)362-4541 3 ®male street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering Ide5,i9n civil engineers 8 land surveyors Arne H.01ala P.E.,P.L.S. Oanlol A.Olala,RE.,P.L.S. Timothy H.Covell,P,L,S, and court December 20. 2006 surveys Barnstable Board of Health fits planning 200 Main Street Hyannis, MA 02601 Jeweg6 system iasigns Re: 2 Short Beach Road, Center-0llz Dear Board Members: inspectlone We hereby request a re-hearing on the above-referenced filing. The hearing was on December 5th, with the Board voting to approve a tight tank instead of the permits innovative/alternative system as proposed. We respectfully request that the Board re- visit their decision based on the following information. In accordance with 310 CMR 1.5.260, "approval of a tight tank may be granted only to eliminate a failed on-site system when no other feasible alternative to upgrade the system in accordance with 310 CMR 1,5,201 through 15,293 exists except as provided in 310 CMR 15.260(8)." 310 Cif 15.260(4) states that a tight tank may be approved by the local board for a seasonal use dwelling and for remedial use for a failed system. We submit that this residence is neither seasonal nor failed. A subsequent conversation with DEP, when given the information about this project, indicated that this project did not meet the "no feasible alternative" portion of the regulation and therefore would not be approved. Under the Title V definition and verified with DEP, this project.is not considered to be "new construction". The followin- variances, unchanged from the previous tiling, are hereby requested: The following variances are requested under 15.405 ("Maximum Feasible Compliance"): Reduction in setback, leach facility to lot line (10' to 3.77), septic tank to foundation (10' to 5'; leach facility to foundation (20' to 3'); .leaching facility to watercourse (50' to 39'). Under 15.255 (2e): reduction in distance between retaining wall and leaching facility (10' to 3'); (5): reduction. in lateral removal of unsuitable soil. Under Town of Barnstable Article I Section 360-1: reduction in setback, leaching facility to coastal bank (100' to 39') and septic tank to coastal bank (100' to 31.5 ); 360-18A(marginal lot regulation). Due to extreme site constrictions (upland area is only 5662 square feet)variances are necessary for this 2 bedroom septic system. The existing 2 bedroom older Title 5 system is currently within the road layout, while the new system will be entirety 'FROM down cape engineering inc FAX NO. :15083629880 Jan. 29 2007 01:58PM P4 ®r J_ within the lot. "The tiew systeTTI will be 5' above the groundwater elevation, as determined by readings taken from a monitoring well set on the lot, over a new moon high tide, As well, a MicroFast system is proposed to further treat the effluent. The nitrogen calculations submitted show a nitrate reduction of44°/> using the FAST system compared to the existing septic system, thereby reducing impacts on the wetlands and Centerville River. The proposed groundwater separation and the addition of the MicroFast system are a vast improvement over what exists. The following parameters are proposed to be monitored in association with the installation of the Microl-ast system: pH, BOD5, TSS, TK.N,NO3-N and ammonia_ The influent and effluent shall be monitored monthly for the first 6 months of operation, and quarterly thereafter. We feel that by granting these variances, the same degree of environmental protection can be attained without the need for strict adherence to the Title 5 Regulations and Barnstable Board of Health.Regulations. Thank you for your re-consideration. Very truly y s, Ar�Ojala, PE, P Down Cape Engineering, Inc. cc: F. Tonsberg - s • 7 t ) rh z� �p tNE TQy �9 \DATE: . D E C 2 0 200a FEE: + BARNSPABLE. 1 n , MAag. g , 9� 1639. CF3t3N�rOLE REC. BY Town of Barnstable SCHED. DATE: Board of Health 367 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 2 Short Beach Road, Centerville, MA Assessor's Map and Parcel Number: 206/44 Size of Lot: 0.28 acres per Assessors Map Wetlands Within 300 Ft. Yes XX Subdivision Name: N/A No Business Name: N/A Single Family Dwelling PROPERTY OWNER'S NAME CONTACT PERSON - Name: Fred Tonsberg Name: Craig R. Short, P.E. 1939 Ocean Street P. 0. Box 1044 Address: MarchfIPTf MA ngnsn Address: South DenniG, MA 02660 Phone: 781-858-6265 Phone: 508 398-8311 VARIANCE FROM REGULATION(List Res.) REASON FOR VARIANCE(May attach if more space needed) Maximum Feasible Compliance to Upgrade to SFF ATTAC'.TTFn PAC:F. FOR Title 5 Septic System RFGTT .ATTON AND VARTANC .S Checklist(to be completed by office staff-person receiving variance request application) our(4)copies of engineered plan submitted(e.g. septic system plans) 77— Four(4)copies of floor plan submitted(e.g.house plans or restaurant kitchen plans) Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request application fee collected(nu fee for lifeguard modification renewals.grease trap variance renewals(same ownedleasee only],outside / dining variance renewals[same ownedleasee only],and variances to repair failed sewage disposal systems(only if no expansion to the building proposed]) ✓/ Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G. Rask,R.S., Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A. Murphy,M.D. Q:/WP/VARIREQ PROPERTY LOCATION: 2 Short Beach Road, Centerville, MA PROPERTY OWNER: Fred Tonsberg 1939 Ocean Street Marshfield, MA 02050 781-858-6265 TITLE 5 AND BARNSTABLE BOARD OF HEALTH VARIANCES TITLE 5 VARIANCES REQUIRED SECTION 15:211 MINIMUM SETBACK DISTANCES 1. SEPTIC TANK TO PROPERTY LINE-10'REQUIRED A 7'VARIANCE REQUESTED 2 SEPTIC TANK TO CELLAR WALL-10'REQUIRED A 9'VARIANCE REQUESTED 3. S.A.S.TO PROPERTY LINE-10'REQUIRED A 7'VARIANCE REQUESTED 4. S.A.S.TO CELLAR WALL- 10'REQUIRED A 5'VARIANCE REQUESTED 5. S.A.S.TO WETLAND-50'REQUIRED A 29'VARIANCE REQUESTED 6. SECTION 15:103 METHOD OF DETERMINING MAX. HIGH GROUND WATER A VARIANCE TO USE MEAN HIGH WATER INSTEAD OF USGS METHOD 7. SECTION 15:255(3)(1b)CONSTRUCTION IN FILL 1. DISTANCE FROM EDGE OF S.A.S.TO BREAKOUT BARRIER WALL SHOULD BE AT LEAST 10' A 6'VARIANCE REQUESTED 8. SECTION 15:248(1)RESERVE S.A.S. 1. RESERVE S.A.S.AREA FOR NEW CONSTRUCTION A VARIANCE REQUESTED NOT TO PROVIDE RESERVE 9. SECTION 15:228(1) 1. MINIMUM COVER OVER SEPTIC TANK IS 9" A 6"VARIANCE IS REQUESTED TOWN OF BARNSTABLE HEALTH REGULATIONS MINIMUM DISTANCE OF SEPTIC SYSTEM FROM WETLAND IS 100' 10. A 57'VARIANCE REQUESTED FOR SEPTIC TANK 11. A 79'VARIANCE REQUESTED FOR S.A.S. 12. SECTION 1.14 TOWN METHOD OF CALCULATING CAPACITY VARIANCE TO USE TITLE 5 METHOD ONLY I CRAIG R. SHORT, P. E. 235 Great Western Road P.O. Box 1044 Telephone(508)398-8311 South Dennis, MA 02660 Fax (508)398-3063 PROFESSIONAL CIVIL ENGINEER, SOIL EVALUATOR, SEPTIC INSPECTOR SEPTIC SYSTEM DESIGNS, COASTAL&BUILDING DESIGNS NOTIFICATION TO ABUTTERS OF: Appficant: Fred Tonsberg Certified Mail 1939 Ocean Street Return Receipt Requested Marshfield, MA 02050 Re: Septic System Upgrade @ 224 Park Avenue,Centerville,MA 02632 Dear Abutter, Please be advised that an application for variances from the Regulations of the Massachusetts Department of Environmental Protection,Title 5, and/or the Town of Barnstable Regulations for Subsurface Disposal of Sewage, has been submitted to the Barnstable Health Department for approval. The following variances are requested: Title 5 Regulation and Barnstable Board of Health Regulation Title 5 Section 15.211 Minimum Setback Distances 1. 10' required— Septic Tank to Property Line— A 7'.Variance Requested 2. 10' required— Septic Tank to Cellar Wall— A 9' Variance Requested 3. 10' required— S.A.S. to Property Line— A 7' Variance Requested 4. 10' required— S.A.S. to Cellar Wall— A 5' Variance Requested 5. 50' required— S.A.S. to Wetland— A 29' Variance Requested 6. Section 15:103 Method of Determining Maximum High Ground Water A Variance Requested to use Mean High Water Instead of USGS Method 7. Section 15:255(3)(1b)Construction of Fill—Distance of Edge of S.A.S. to Breakout Barrier Wall Should Be at least 10' —A 6' Variance is Requested 8. Section 15:248(1)Reserve S.A.S. Area for New Construction—Variance not to provide Reserve Area 9. Section 15:228(1)Minimum Cover Over Septic Tank is 9"—A 6"Variance is Requested Barnstable Board of Health Regulation-Minimum Distance of Septic System from Wetland is 100' 10. A 57' Variance is Requested for Septic Tank 11. A 79' Variance is Requested for S.A.S. 12. Section 1.14 Town Method of Calculating Capacity-Variance to Use Title 5 Method Only The application and plans are available for review at the Barnstable.Health Department, 367 Main Street, Hyannis, MA 02601, Monday through Friday (excluding holidays) from 8:30 a.m. to 4:30 p.m. A Tentative hearing date is scheduled for Tuesday January 16, 2001 beginning at 7:00 PM. Please call Barnstable Health Department to confirm(508-790-6265). Sincerely, Craig R. Short, P.E. Cc: File Barnstable Board of Health Abutters Abutters of Tonsberg 2 Short Beach Road Centerville, MA File# Fred W. &RobertaTonsberg AM 206/44 376 Canton Street Westwood, MA 02090 Anne H. Healey 194 Grove Street AM 206/43 Wellesley, MA 02482 Donald F. &Joan W. Richter 37 Waterside Drive AM 206/97 Centerville, MA 02632 Dorothy P. Bryson 11 Acorn Drive AM 206/49 Auburndale, MA 02166 Fulvio&Joann Fierimonte 16 Arundel Terrace AM 206/88 Newton,MA 02458 Barnstable Conservation Fnd., Inc. P. O.Box 224 AM 206/89 Cotuit, MA 02635 Thomas H. M. Hamilt on P. O. Box 106 AM 206/50 Centerville, MA 02632 8 3 - - 86-1166 — _--- 300FTjBUFFER •° 3 �t — �i �0 s4a o #►1 ��`• 92 ot� .. 7 too•. 1 cos tv wu ' 2 Ai l 1 °` tta9 j 3 sou i �t "�� 106 ! eta 3 *11M 1J J 5 d 41 1 1 r 30 ai►ta Iola �p I 1 05 #122 I G � O� r > ' �0 •� 'MwP2aC _ #low - N r SCALE l t`=150' MAP w ' 2�6. PARCEL 88 r *NOTE Plarriamlriq topogmplty,and **NOTE The parcel lines me*graphic represatttatiorts DATA SOURCES. Nattintud (man-rrmde features)were inperQteied fmm 1995 aerial pb oog,u lts fry T1re lames regetmion were am ped to meet Natrond of Atop q bwjmWm They are not tme locmions,,and W.Sewall Company!Topography and vqo t m were interpreted from 1989 aerial plmtogico by 6EOO �ry S> at a j, stole of do not lepear amid r kmusWps to piped d*mt C�tporattan. Plmlunetriq topogmphy,and vegetation were mapped to meet Ndand Mop Amum Standards =100'. on the mop, at a sale of T'=1 DO'. Watai linen were dk t W fmm 2DDD Town cf Bamswbk Ads tmt amps. 191=1\bam\dgn\m206p88.dgn May.01.2000 14:16:37 �O a rj. O �7ea Tel V I — '0�J At WALKER kDi MARco ATTORNEYS AT LAW —� � c V"o A December 11, 2006 Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 RE: Frederick and Roberta Tonsberg, 2 Short Beach Road, Centerville Application for Septic Upgrade Variance Dear Sir/Madam: Please be advised that we represent Frederick and Roberta Tonsberg with regards to the above referenced matter. On or about November 5, 2006, at the hearing on the Tonsbergs application for a septic variance, it was indicated to Mr. Tonsberg that his application would be denied. It was further indicated (, that the Board of Health considered that the only acceptable alternative to the current system would be to install a Tight Tank. Following the meeting, Ms. Sarah Ojala of Down Cape Engineering contacted the Massachusetts Department of Environmental Protection(hereafter the "DEP") to determine if the use of a Tight Tank was appropriate for the site. The DEP indicated that use of a Tight Tank would not be appropriate for the site, and they therefore would not approve the use of a Tight Tank as the use does not meet the requirements of the Title 5 Regulations, specifically 310 CMR 15.260. 310 CMR 15.260 allows the use of a Tight Tank only in situations where there is no feasible alternative to upgrade a system. Given that a"feasible alternative" exists for the site in the form of the MicroFast system that was presented in the Tonsbergs application, the use of a Tight Tank does not comply with the Title 5 Regulations. In light of the discussions with the DEP, Frederick Tonsberg and Roberta Tonsberg respectfully request a re-hearing on this matter. The Tonsbergs wish to improve upon the current system that will better insure the protection of the health and welfare of the environment and the public. Please call me if you have any questions at(781) 322-3700. Very truly yours, Walker& Di Marco, PC l C� David N. Peterson; Esq. ' t� o i+t Walker&DiMarco,P.C. 1 376 Washington St., Suite 104, Malden, MA 02148 I Paragon Towers,233 Needham Street Suite 30Rewton, MA 02464 T 781-322-3700 1 F 781-322-3757 1 www.walkerdimarcopc.com 0 202 w tel. (508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering structural design civil engineers &land surveyors Arne H.OJala P.E.,PL.S. Daniel A.OJala,P.E.,P.L.S. land court November 2, 2006 Timothy H.Covell,P.L.S. surveys site planning Barnstable Board of Health 200 Main Street Hyannis, MA 02601 sewage system designs Re: 2 Short Beach Road, Centerville inspections Dear Board Members: The enclosed represents a variance filing for a septic upgrade from an existing older permits Title 5 system. The existing 2 bedroom dwelling is proposed to be razed and replaced with a new 2 bedroom dwelling. Reference is made to a previous approval for similar variances for this site, dated March 22, 2001. The following variances are requested under 15.405 ("Maximum Feasible Compliance"): Reduction in setback, leach facility to lot line (10' to 3.7'); septic tank to foundation(10' to 5'; leach facility to foundation (20' to 3'); leaching facility to watercourse(50' to 39'). Under 15.255 (2e): reduction in distance between retaining wall and leaching facility(10' to 3'); (5): reduction in lateral removal of unsuitable soil. Under Town of Barnstable Article I Section 360-1: reduction in setback, leaching facility to coastal bank (100' to 39') and septic tank to coastal bank (100' to 31.5'); 360-18A(marginal lot regulation). Due to extreme site constrictions (upland area is only 5662 square feet) variances are necessary for this 2 bedroom septic system. The existing 2 bedroom older Title 5 system is currently within the road layout, while the new system will be entirely within the lot. The new system will be 5' above the groundwater elevation, as determined by readings taken from a monitoring well set on the lot, over a new moon high tide. As well, a MicroFast system is proposed to further treat the effluent. The proposed groundwater separation and the addition of the MicroFast system is a vast improvement over what exists. The following parameters are proposed to be monitored in association with the installation of the MicroFast system: pH, BOD5, TSS, TKN, NO'-N and ammonia. The influent and effluent shall be monitored monthly for the first 6 months of operation, and quarterly thereafter. We feel that by granting these variances, the same degree of environmental protection can be attained without the need for strict adherence to the Title 5 Regulations and Barnstable Board of Health Regulations. Thank you for your consideration. Ve�truly,you Arne H. jala, PLS Down Cape Engineering, Inc. cc: F. Tonsberg °FtHET�� Town of Barnstable STAB, = Board of Health 9 MASS. 0390. MAC p10 200 Main Street Hyannis, MA 02601 Office: 508-862-4644 Paul Canniff,D.M.D.. FAX: 508-790-6304 Wayne Miller,M.D. January 9, 2006 Arnie Ojala Down Cape Engineering 939 Main Street Yarmouthport, MA 02675 RE: 2 Short Beach Road, Centerville A= 2067- 444 Dear Mr. Ojala, Your request for multiple variances, on behalf of your clients Frederick and Roberta Tonsberg, to construct an onsite sewage disposal system at 2 Short Beach Road Centerville, was not granted. The following variances were requested: 310 CMR 15.211: To place the soil absorption system 39 feet away from a watercourse, in lieu of the fifty (50) feet minimum setback required by the State Environmental Code, Title 5. 310 CMR 15.211: To place the soil absorption system 3.7 feet away from the front property line, in lieu of the ten (10) feet minimum setback required by the State Environmental Code, Title 5. 310 CMR 15.211: The septic tank was proposed to be located five (5) feet away from the foundation wall, in lieu of the ten (10) feet minimum setback required by the State Environmental Code, Title 5. 310 CMR 15.211: The soil absorption system was proposed to be located three (3) feet away from the foundation wall, in lieu of the twenty (20) feet minimum setback required. by the State Environmental Code, Title 5. 310 CMR 15.255 (2e): The soil absorption system was proposed to be located three feet away from a retaining wall, in lieu of the ten (10) feet minimum setback required by Title 5 the State Environmental Code. Q:\WPFILES\Ojala2ShortBeachDEniaIO6.doc 310 CMR 15.255 (5): The applicant proposed to reduce the lateral removal of unsuitable soils surrounding the soil absorption system. Section 360-1: The soil absorption system was proposed to be located 39 feet of a coastal bank, in lieu of the one-hundred (100) feet minimum setback required by the local Board of Health Regulation. Section 360-1: The septic tank was proposed to be located 31.5 feet of a coastal bank, in lieu of the one—hundred (100) feet minimum setback required by the local Board of Health Regulation. Section 360-18A: The soil absorption system was proposed to be placed within fill, not within naturally occurring soils. A public hearing was held on December 5, 2006. The Board did not grant the variances. Variances may only be granted when, in the opinion of the Board of Health, the applicant has demonstrated that (a) enforcement of the particular provision would be manifestly unjust and (b) the same degree of protection could be achieved without strictly adherence to a particular provision or regulation. You did not demonstrate that the same degree of protection could be achieved without strict adherence to a particular provision or regulation. Both the health staff and the Board recommended a tight tank at this location. You asserted that the proposed system would reduce nitrogen loading. Given the proposed close proximity to wetlands (only 39 feet) and the multiple variances you requested- caused by your proposal to increase the size of the building (thus creating your own hardship), your request for variances was not granted. Since,rely yours, s Wayn MillerkUi Paul Canni , D.M. . OIAR VarianceDenial \r SHE Tp� DATE: FEE: + EARNSPABLE, MASS. v� i679. REC. BY �^ A Town of Barnstable SCHED. DATE.Ie�_ / Board of Health c�.2ab� 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION Property Address: Z SN olLT (j FaLN ,Q�a C> ��.ti*TE2�►wE Assessor's Map and Parcel Number: 7-10 Size of Lot: ' Wetlands Within 300 Ft. Yes '�L Business Name: No Subdivision Name: APPLICANT'S NAME: P.,-a a-C, Phone T9 l 858 G —(o S Did the owner of the property authorize you to represent him or her? Yes �_ No PROPERTY OWNER'S NAME CONTACT PERSON Name: F+t��JG2�cx E �v/��v�—Tip �1—oe.tErzcr Name- 'F✓t.cp —7�eslR�c�LL� Address: 75 Address: Phone: —f 6l - pj 5 t� - 4'2 5� Phone: VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) t� r A NATURE OF WORK House Addition 0 ????? House Renovation)S�Repair of Failed Septic System 0 Checklist (to,be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LK3\VARIREQ.D0C U.S. Postal Service,. CERTIFIED MAIL. RECEIPT x (Domestic Mail Only;No Insurance Coverage Provided) For delivery information visit our website at www.uspsxomv. ° .& E • • PS Form 3800,June'2002 _ �. _ w r_ See Reverse for Instructions Certified Mail Provides:■ A mailing receipt asianay)ZOOZeunf'008EwjodSd ■ A unique identifier for your mailpiece ■ A record of delivery kept by the Postal Service for two years Important Reminders: ■ Certified Mail may ONLY be combined with First-Class Maile or Priority Maile. ■ Certified Mail is not available for any class of international mail. ■ NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. 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Internet access to delivery information is not available on mail addressed to APOs and FPOs. U.S. Postal ServiceTM CERTIFIED MAIL . RECEIPT (Domestic Mail Only;No Insurance Coverage Provided) For delivery information visit our website at www.usps.coms) a PS Form 3800,June 2002 See Reverse for Instructions eMail p Provides: ■ A mailing f b)zoos eunr'oose w,od Sd esian� ■ A unique identifier for your mailpiece ■ A record of delivery kept by the Postal Service for two yeas Important Reminders: ■ Certified Mail may ONLY be combined with First-Class Maile or Priority Maile. ■ Certified Mail is not available for any class of international mail. ■ NO INSURANCE COVERAGE"IS PROVIDED with Certified Mail. 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Internet access to delivery information is not available on mail addressed to APOs and FPOs. SECTIONSENDER: COMPLETE THIS SECTION COMPLETE THIS DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you. B. Received by(Printed ame) C. Date of Pelivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. ArticleAddressed to: D. Is delivery address different from item 1? ❑Ves If YES,enter delivery address below: ❑No 3. Service Type Certified Mall ❑Express Mail Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. v 4. Restricted Delivery?(Extra Fee) ❑Yes 2..Article Number - (Transfer from service lab � 7 0 0 3 1010 0002 7 3 5 3 1935 E BPS Form.3811,February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STATES PdSTAUSERVICE Fir,;t-Class Mail Postage&Fees Paid USPS Permit No.G-10 ' Sender: Please print your name, address, and ZIP+4 in this box • Down Cape Engineering,,inc. 939 Alain St. Suite C Yarmouth P®rt, MA 02675 f' t::,.i 1 fif'ff rti•F�$ f. iti e: ��r i, rv't h.. r7tff't '�e.l i. 't•ii.. r SECTIONSENDER: COMPLETE THIS SECTION COMPLETE THIS 04 DELIVERY ■ Complete items'1,2,and 3:Also complete A. Sign tune ` Item 4 if Restricted Delivery is desired. X ❑agent ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. p B. R�d�Printed NamQ C. Da f very ■ Attach this card to the back of the mail lece, �:d ' (� or on the front if space permits. 1. Article.Addressed to: D. Is delivery address different from item 1? ❑Y s If YES,enter delivery address below: ❑No / 3. S rvice Type ✓//1 e M Certified Mail ❑Express Mall Registered ❑Return Receipt for Merchandise /�_) / J� ❑Insured Mail [3C.O.D: I 1/OLWJ 4. Restricted Delivery?(Extra Fee). ❑Yes 2. Article Number (Pransfer fmm service labeo �#i :,Y f t i 7 0 0 3 1010 F 0 0 0 2 ;7 3 5 3'`19 2 8 PS Form.3811,February 2004 Domestic Return Receipt 102595•02-M-1 o UNITED STATg$.P t • i • Sender: Please print your name, address, and ZIP+4 in this box • Down Cape Engineering, Inc. 939 Main St. — Suite c Yarmouth fort, MA 02675 �Fiir7�J(i1liilt77ltls'eiileh.tit f 13.0' b Bedroom a Bath _ 25.0' `s 0 c,; Living Room _ Kitchen t4 25.0' b Bedroom i:I 13.0' F:•' I.; �F P�L-r , • Sketch by Apex IV Windowsr" AREA CALCULATIONS SUMMARY LIVING AREA BREAKDOWN Code Description Size Totals Breakdown Subtotals CLAl First Floor 690.00 690.00 First Floor 13.0 x 30.0 390.00 12.0 x 25.0 300.00 r� + I' . „ wot� } L � t f 'i fi TOTAL LIVABLE (rounded) 690 2 Areas Total(rounded) 690 k TOWN OF BARNSTABLE t OE?HET�w OFFICE OF BaaxsTeszB, : BOARD OF HEALTH y MASS. pj �p 1659. \�Q+ 367 MAIN STREET e MAY�`' HYANNIS, MASS.02601 March 22, 2001 Craig R. Short P. O. Box 1044 South Dennis, MA 02660 RE: 2 Short Beach Road Centerville, Massachusetts Dear Mr. Short: You are granted multiple variances to replace the onsite sewage disposal system located at 2 Short Beach Road, Centerville, Massachusetts. The variances granted are listed on the enclosed list (See attachment). These variances are granted with the following conditions: (1) No more than two (2) bedrooms maximum are authorized. Dens, study- rooms, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the Massachusetts Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction at the Barnstable County Registry of Deeds that (a) restricts the property to a maximum of two bedrooms and (b) notifies all future potential buyers of this property that a MicroFast treatment plant system is in use at this property. The deed recording shall include language which includes a requirement that this MicroFast system shall be maintained, monitored, and tested in accordance with the provisional use standards of the Massachusetts Department of Environmental Protection. A copy of the deed recording shall be submitted to the Public Health Division Office prior to approval of an application for a disposal works construction permit. (3) The engineering plans of the onsite sewage disposal system shall be submitted to the Massachusetts Department of Environmental Protection for approval. 2shortb (4) The septic system with MicroFast Treatment Plant components shall be installed in strict accordance with the submitted plans dated December 8, 2000, revised February 26, 2001. (5) The designing.engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed'in substantial compliance with the revised plans. (6) The MicroFast Treatment plant system shall be monitored in accordance with the "provisional use" testing standards of the Massachusetts Department of Environmental Protection. Specifically, the owner shall monitor the influent to the system and the effluent monthly for the first six months of operation, and quarterly thereafter, At a minimum, the following parameters shall be monitored: pH, BOD5, TSS, TKN, NO3 - N, and ammonia. Every time the system is monitored, the water meter reading shall be recorded. The company shall submit all monitoring data collected on the system to the Board of Health and to MA Department of Environmental Protection within 30 days of the sampling data. These variances are granted because the existing septic system is only located two or three feet above the maximum adjusted groundwater table. The proposed replacement system, which will consist of a MicroFast Treatment Plant, will be located more than five (5) feet above the groundwater table and will meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sin rely yours, TM) Susan G. Rask, R.S. Chairman Board of Health Town of Barnstable SGR/bcs 2shortb a PROPERTY LOCATION: 2 Short Beach Road, Centerville, MA PROPERTY OWNER: Fred Tonsberg 1939 Ocean Street Marshfield, MA 02050 781-858-6265 TITLE 5 AND BARNSTABLE BOARD OF HEALTH VARIANCES TITLE 5 VARIANCES REQUIRED SECTION 15:211 MINIMUM SETBACK DISTANCES 1. SEPTIC TANK TO PROPERTY LINE-II'REQUIRED A T VARIANCE REQUESTED 2 SEPTIC TANK TO CELLAR WALL- 10'REQUIRED A 9'VARIANCE REQUESTED 3. S.A.S.TO PROPERTY LINE-10'REQUIRED A T VARIANCE REQUESTED 4. S.A.S.TO CELLAR WALL-10'REQUIRED A Y VARIANCE REQUESTED 5. S.A.S.TO WETLAND-50'REQUIRED A 29'VARIANCE REQUESTED 6. SECTION 15:103 METHOD OF DETERMINING MAX. HIGH GROUND WATER A VARIANCE TO USE MEAN HIGH WATER INSTEAD OF USGS METHOD 7. SECTION 15:255(3)(Ib)CONSTRUCTION IN FILL 1. DISTANCE FROM EDGE OF S.A.S.TO BREAKOUT BARRIER WALL SHOULD BE AT LEAST 10' A 6'VARIANCE REQUESTED 8. SECTION 15:248(1)RESERVE S.A.S. 1. RESERVE S.A.S.AREA FOR NEW CONSTRUCTION A VARIANCE REQUESTED NOT TO PROVIDE RESERVE 9. SECTION 15:228(1) 1. MINIMUM COVER OVER SEPTIC TANK IS 9" A 6"VARIANCE IS REQUESTED TOWN OF BARNSTABLE HEALTH REGULATIONS MINIMUM DISTANCE OF SEPTIC SYSTEM FROM WETLAND IS 100' 10. A 5T VARIANCE REQUESTED FOR SEPTIC TANK 11: A 79'VARIANCE REQUESTED FOR S.A.S. 12. SECTION 1.14 TOWN METHOD OF CALCULATING CAPACITY VARIANCE TO USE TITLE 5 METHOD ONLY H' CRAIG .R. SHORT, P.E. 235 Great Western Road P.O. Box 1044 Telephone(508)398-8311 South Dennis, MA 02660 Fax (508)398-3063 PROFESSIONAL CIVIL ENGINEER, SOIL EVALUATOR, SEPTIC INSPECTOR SEPTIC SYSTEM DESIGNS, COASTAL&BUILDING DESIGNS P 0 January 30, 2001 RECEIVED Mr. Tom McKean JAN 2 9 2001 Town of Barnstable Board of Health TOWN OF BARNSTABLE 367 Main Street HEALTH DEPT. Hyannis, MA 02601 RE: 2 Short Beach Road, Centerville,MA Fred Tonsberg CRS File# 1-875 Attached are 4 copies of the Revised Site/Septic Plan, as per your request at the Board of Health Hearing on 1/16/01. The system has been revised,based on a reduction of design flow to 2 bedrooms. If you have any questions,please give me a call. Sincerely, Craig R. Short;P.E. Enc. THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA SECTIONDELIVERY SENDER: COMPLETE THIS SECTION i COMPLETE THIS ■ Complete items 9,2,and 3.Also complete A. SI nat item 4 if Restricted.Delivery is desired. 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SO that we Can return the Card to you. B. Received by( rinted Name) C. ate Delivery > C Attach this card to the back of the mailpiece, D"ZI W or on the front if space permits. w n D. Is delivery address different from item 1 T s N QD Cc$ 1..Article Addressed to: If YES,enter delivery address below: ❑No CU ® > o :�— ) LU a l� � 3. Servi ype • ` , �t rtified Mail O Express Mail W U, �/ lMr�"�- l/K• N/ A- ❑Registered ❑Return Receipt for Merchandise Z y O I i` ❑Insured Mail. 0 C.O.D: 4. Restricted Delivery?(Extra Fee) ❑Yes 9..Article Number 7005 0390 0001 1457 4767 V^� (6ansf_er from service label O PS F��rn 3811,February 2004 Domestic @etum Receipt 102595-02-M-1540 i 1 . O. SECTION • • • 'n .Q ti I ■ Complee ems , , .Also complete A. Signature t it 1 2 and 3 I ' rl — � Item 4 if Restricted-Delivery is desired. X ❑Agent ■ Print your name and address on the reverse ❑Addressee. p so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery ! � ■ Attach this card to the back of the mailplece, or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: F. If YES,enter delivery address below: ❑No p t iL lc e.,, wr ,''off' a 3. Service Type f W Certified Mail ❑Express Mail "`_ Q N n n ti Registered ❑Return Receipt for Merchandise / '�� f (`—p ❑Insured Mail ❑C.O.D. f r ti 00 4` 4. Restricted Delivery?(Extra Fee) ❑Yes v a-+ _. n nnnp 7353 1911 0 PS Form 3811.February 2004 °z�s�°2'M �a° : co N �1NITED ST `�+,.?w..» iw•..d,k ,w.., i`' l / N O is T4gp` � ;MA ' "«"W"."' ,v aS�'`A43i1, Q a 0d o :30 Q • Sender: Please print your name, address, and ZIP+4 in this box • -- Er UL � Z i � m p Cape Engineering,-ine. i = � 939 Main St. --Su ite G ru Yarmouth Port, MA 02675 o `�- 2 A B-o z I ❑ � j M -� �Iflrrrrrlr�r�Irrjrrrfr�!frlr�r/rrrE,��rrr��frralfrjrr�r�rr.rr�rJ� �i. s1 sJoAanjns puel y siaaui6ua 11ni0 ad00 41M 11 MASSACH.USETTS F,MAPS 61-3 r y .23.c etlta M xaa \.�79 loe ,w .JOAC 79 I r ASSac. Ia zz -Z9AC. OL ` I • \ter.—_� 69f� 'fA 41.31.uasrl I At A 96 1 t W S.a7at. Ak A It 8S_3 '• Q9 .9'1 u1'LA"ID Y 'S 19 wET r ��0 CW .� 76 I A 1.20 ac. 235-3 SW-11 a. \, qC-y 730-2 _• I A ' ���� _ AL107 � _.... . o�� 49 4 t 120. • j. r cp 134 \ A(t K k � , 41 'PA its t !E 11cM T• `0 9 ��Ix 1 j\ 0 39AC p se o 90 .� 1 ; q � .2s Isar. 1wr. 21MG 5Zl'� ® St as . w. 11A b lu, . • . 21AC o ( Q 'isr A. •t >� ©A \ / w (.' 108 j (Opp rf 4 © ZZAC 0 1L�r Q 1/44 I IjS" 11/t •ZSAG: 9� n A ` V 2f AC 11 CRR1p�� lE os.. 10 N'► 3't11G' A AOA 1 .123f - ROAp K 140-s w Nb tASPA- It > 1ar11�y ' 11t Is 10w 3. .. SL 1�= IIO ® REV av .�.. 13.0' b Bedroom c i.J Bath 25.0' �+ 0 ci Living Room Kitchen "N 25.0' b Bedroom 13.0' E X I ST t^1 Er �Lcto2 tni-.�-,+-1- Sketch by Apex IV WindowsTM AREA CALCULATIONS SUMMARY LIVING AREA BREAKDOWN Code Description Size Totals OLA1 First Floor 690.00 690.00 First Floor Breakdown Subtotals 13.0 x 30.0 390.00 22.0 x 25.0 300.00 { P r TI a ir -1 i TOTAL LIVABLE (rounded) 690 2 Areas Total(rounded) 690 1-- Y CRAIG R. SHORT, P. E. � 1 235 Great Western Road P.O. Box 1044 Telephone(508)3 8-8311 South Dennis, MA 02660 Fax (508) 98-3063 PROFESSIONAL CIVIL ENGINEER,SOIL EVALUATOR,SEPTIC INSPECTOR SEPTIC SYSTEM DESIGNS, COASTAL&BUILDING DESIGNS February 27, 2001 Mr. Thomas McKean,Director Barnstable Board of Health 367 Main Street Hyannis, MA 02601 RE: 2 Short Beach Road, Centerville,MA Fred Tonsberg CRSPE File# 1-875 Dear Tom: Enclosed herewith is a copy of the 5/29/98 DEP Certification for General Use of the Micro-Fast Treatment System by Bio-Microbics, Inc. As you can see,that system has an expiration date of 5/29/03. It is not one of the models referred to in the attached letter from John Higgins, dated 1/29/01,notifying the Boards that these general permits have expired. Therefore, I am enclosing 4 copies of the Septic Plan with the Micro-Fast system labeled and that it is being approved under the general certification provisions(which does not require pressure dosing). This is the plan that will be presented at your 3/6/01 Board of Health Hearing, for the Variances requested. If you have any questions or need additional information,please contact me prior to the Hearing, so that I can provide you with whatever you feel is needed. Sincerely, Craig R. Short, P.E. cc: Fred Tonsberg CRSPE File# 1-875 yc FROM ROWLAND PHONE NO. 508 775 3650 Feb. 25 2001 07:20RM P1 COMMONWEALTH OF MASSACHUSP,TTS EXF-CL7 VE OFFICE OF,ENV'IRONMEN'IAL AFF.41RS DEPARTMENT OF ENVIRONXENTA L PROTECTION ONE WINTrm STREET, acjsToN.mA 01108 d17.�g_.5500 ARGEO PAUL CELLUCCI TRUDY Colo: Sma�aey DAVID p,STRUHS C.Ot11C1iSSi0nor C'ERTMCATION FOR GENERAL USE S Pursuant to Tide 5; 310 CUR 15.000 sys e ,u m R e ao%p c C, m-7 Name and Address of Applicant: Bio-Microbics, Inc. 8271 Melrose Drive Lenexa, KS 66214 Trade name of technology and model: Micro FAST Treamment Systmrl inafter "Sy the �.� Date of Application- May 27, 1997 Transmittal Number: L3S91 Date-of Issuance: May 29, 1998 Expiration date: May 29,2003 Authority for Issuance Pursuanr to Title 5 of the State Environmental Code, 310 CUR 15,000. the Deparm= of Environmental Protection hereby issues this Cartj&arion for General Use to: Bio-Microbics, Inc„ 8271.Meirose Drive, I.an=a, KS 66214 (hereinafter "the Company"), certifying the Sysrc= described herein for General Use in the Commonwealth of Massachusetts. Thu Dcpartma=has determined that the applicant has demonstrated that the Syst=will provide a love, of environmental protection equivalent to that of a standard threw cou:ponent on-sire systam designed and constructed in accoTdance with 310 CMR 15.000. Sale and use of the System arc conditioned on compliance by the Company and the System owner/operaror with the teams and conditions set forth below. Any noncompliaacc with the terms or conditions of this Certification constirums a violation of 310 CUR Lealdon Langley, Actin Pro Director Date Watershed Permitting Program Depa mment of Fnvironmental.of Environmental Protecrion Th4:.f"n"w,ian la"v 11 tw in•11eraale 1dr,.as iq G-w"e our AoA D P on the woad Woo woe. heoJlwwrr.v+"M.aOntr rr4.UWato Pnn�ae on,Aeiyeleq Peon I E*FROM' : ROWLAND PHONE NO. 508 775 3650 Feb. 25 2001 07:20AM P2 Micro FAST General Use Certification 5/29l98 I. Design Standards 1. The System shall be installed in the second cozrtpartmenr of a two cotnpattment septic tank with a total liquid capacity of at least 1,500 4allons, 2. The System is approved for use at facilities with a maximum design flow of 440 gallons per day. IL Creneral Conditions 1. The provisions of 310 CMR 15.000 arc applicable to the use of the System, except those that specifically have b=n varied by the teams of this Ctrdficatiom 2. The facility served by the System, and the System itself, shall be open to inspection and sampling by the Department and the local approving authority at all reasonable times. 3. In accordance with applicable law, the Department or the local approving authority may require the owner of the System to cease use of the System and/or to take any other aeon as the Department or the local approving authority deems necessary to protect public health, safety, welfare or the environment. 4. The Department has not detertn ined that the performance of the System wil t provide a level of protection to public health aDd safety acid the environment that is at least equivalent to that of a sewer. Accordingly, no new System shall be constructed, and no System, shall be upgraded or txpanded, if it is feasible to 00==t the facility to a sanitary sewer, unless a variance as provided for is 310 CMR 15.004.(4)(b) is obtained, 5• Design. installation and use of the System shall be in strict conformance with the Company's DEP approved plans and specifications and 310 CMR 15.000, subject to the exceptions in this Certification. III- Special Conditions applicable to the System Owner/Operator 1. The System is certified for the treatment and disposal of sanitary sewage only, Any wastes that are non-sanitary sewage venerated or used at the facility served by the System shall not be introduced into the System and shall be lawfully disposed of. 2. Maintenance agreement: i. Throughout its life. the System small be under a maintenance agrcmcnr. No maintenance agreeznenz shall be for less than one year. ii. No System sh&U be used until a maintenance agreement and contingency plan are approved by rho local approving aurhority watch: provides for the contracting of a person or firm competrni in providing services consistent with the Sysmm's specifications and the operation and maintenance reguiremeuts specified by the design engineer and any specified by the Departmem; contains proc."dares for notification to the local board of,Iealth within 24 hours of a System failure or alarm event and for corrective measures to be taken immediately, provides the name of the Massarhusetts certified operator or operators, in 2C:ArdanCe with 257 CMR 2_00, that will operate the System. The FROM ROWLAND PHONE NO. : 508 775 3650 Feb. 25 2001 07:21AM P3 Micro FAST General Use Certification 5/Z9/98 operator must maintain the System at least every Lhree months and anytime there is an alarm event. The provisions of 314 CMR 12.00 are incorporated herein and apply to the maintcnauce and operation of the System. 3. The owner/operator of the System shall at all times properly operate and maintain the System. 4. The owner/operator shall furnish the Department, within a reasonable time, any information that the Department may request regarding the operation and perfo*mance of the Svst=.' 5. The owner of a facility served by the System shall provide a copy of this Certification, phor to the signing of a purchase and sale agreement for the facility, served by the System or any portion thereof, to any new owner. 6. As part of an individual application to install and use the System, the proposed owner/operator of the System shall demonstrate that a soil absorption system designed in accordance with 310 CMR 15.000 can be installed on the facility. M Special Conditions applicable to the Company I. Before January 31st of each year, the Company shall submit to the Department, a report, signed by a corporate officer, general partner, or Company owner, that contains information on the System for the previous eaiendar year. The report shall state the clamber of units of the System sold for use in Massachusetts durlrig the previous year. The report also shall include the address of each installed System, the System owner's name and address, the We of use (residenAal, commercial, school, institutional) and the design flow; all laiown faiqures, malfunctions,.and correrdve actions taken and the address of each such event. 2. The Company shall notify the Director of the Watershed Permitting Program at least sixty (60) days.in advance of the proposed transfer of ownership of the technology for which this Certification is issued, _ The notice shall include the na me.and address of the new owner, the date of Transfer, and the respective responsibilities of the parties relative to The System, Unless the Departmenr determines otherwise, this Certification automatically will transfer to the new owner. 3. The Company shall furnish ttte Deparaaent, within a reasonable time, any information that the Department requests regarding the Syst=. 4, Prior to its sale of the System, the Company shall provide the purchaser with a copy of this Certification. In any contract for distribution or sale of the System, The Company shall requzl a the distributor.or seller to provide the purchaser of the System, prior to, any sale of the System, with a copy of this Certification. S_ If the Company wishes to continue this Certification after its expiration date, the Company shall apply for and obtain a renewal of this CerTificati0n. The Company shall submit a renewal application at least 180 days before the expiration dare of this Cartification, unless written permission for a later date bas been granted by the Department. V. Reporting All notices and documents required to be submitted to the Depa=ftt by this Certification shall be submitted to: Director Watershed Permitting Program Department Of Environmental Protection One winter Street - 6th floor Boston. Massachusetts 02108 FROM ROWLAND PHONE NO. 50e 775 3650 Feb. 25 2001 07:22AM P4 Micro FAST General Use Certification 51«9/98 VL Rights of the Department The Department may suspend, modify or revoke this Certification for cause, including but not limited to, noncompliance with the terms of this Certiflcation, non-payment of any wmual compliance assurance fee, for obtaining the Certification by rrusrepresenmdon or failure to disclose fully all relevant facts or any change in or discovery of conditions that would oonstituxe grounds for discontinuance of the Cerdfi=don, or as necessary for the protection of public health, safety, welfare, or the environment, and as authorized by applicable law. The Deparmzent reserves its rights to rake arty enforcement action authorized by law with respect to this Certification and/or the System against the owner, or operator of the System, and/or the Company. VIi. Expiration date Notwithstanding the expiration date of this CertifCation, any Systern sold and installed -prior to the expiration date of this Ccrtificati=, and approved, installed and maintained in compiance with this Certification(as it may be modified) and 310 CMIt 15.000, may remain in use unless the Department, the local approval authority, or a court requires the System to be modified or removed, or requires discharges to the System to cease. VM. Right of Appeal This Certifld:ation is an action of the D arttnent. Any Y Person aggrieved by this action may request an 4udicatory hearing. A request for a heazing must be made in writing and postmarked within twenty one (21) days of the date of mailing of this Certification. Under 310 CMR 1.01(6)(b), the request must state clearly and concisely the facts which are the grounds for the request and the relief sought. The hearing request along with a valid check payable to Com=onwealth of Massachusetts in the amount of one hundred dollars ($100,00) must be rizaiied to: Commonwealth of Massachusetm Department of Environmental Protection P.O_ Box 4062 Boston, MA 02211 The request will be dismissed if the filing fee is not paid, unless the appellant is exempt or granted a waiver as described below. The filing fee is not required if the appellant is a city or town! (or municipal agency), County. or district of the Commonwealth of .Massachusetts, or a municipal housing authority. The Department may waive the .adjudicatory herring filing fee for a.person who shows that paying the fee will create an undue financial hardship. A person seeking a waiver must file, together with the hearing request as provided above. an affidavit satting forth idle faces believed to support the claim of undue financial hardship. MI�Ro.AYY 02-20-2001 04:09PM FROM SGIEETSER ENGINEERING TO 15087906304 P.01 CRAIG R. SHORT, P.E. 235 Gneat Western Road P.O.Box 1044 Telephone(508)398-8311 South Dennis,MA 02660 Fax (508)398-3063 PROFESSIONAL CIVIL ENGINEER,SOIL EVALUATOR,SEPTIC INSPECTOR SEPTIC SYSTEM DESIGNS,COASTAL&BUILDING DESIGNS February 20,2001 Tom McKean Health Director Barnstable Board of Health - 367 Main Street - Hyannis,MA 02601 Re: Fred Tonsberg,2 Short Beach Road,Centerville,MA Dear Tom_ � ;um.2r'vi.R I am writing to request a continuance to your next Board of Health Hearing on March 6,since we have - not been able to get written conSrmgtion that we can use A icxo&A under general permit for use atthe referenced site. Sincerely, + It :gin Craig�- M- E. -. TOTAL P.01 i -71 CRAIG .R. SHORT, P. E. 235 Great Western Road P.O. Box 1044 Telephone(508)398-8311 South Dennis, MA 02660 Fax (508)398-3063 PROFESSIONAL CIVIL ENGINEER,SOIL EVALUATOR, SEPTIC INSPECTOR SEPTIC SYSTEM DESIGNS, COASTAL&BUILDING DESIGNS January 30, 2001 RECEIVED Mr. Tom McKean JAN 2 9 2001 Town of Barnstable Board of Health TOWN OF BARNSTABLE 367 Main Street HEALTH DEPT, Hyannis, MA 02601 RE: 2 Short Beach Road, Centerville,MA Fred Tonsberg CRS File# 1-875 Attached are 4 copies of the Revised Site/Septic Plan, as per your request at the Board of Health Hearing on 1/16/01. The system has been revised,based on a reduction of design flow to 2 bedrooms. If you have any questions,please give me a call. Sincerely, Craig R. Short, P.E. Enc. FROM RC..iLAND PHONE t-10. 508 775 3630 Feb. 06 2001 10:18AM P1 02 , 47P J&K 1 iQt3BF3C37c32 P. O1 i lo'N '1ti10i I I COMMONWEALTH-OP a,SACMUSETT-9 I I=CUTIVS;0VSjCE CF �.,''�VMOi NTAL 'FAIRS DPPAJtrTBMNT OF E itONbaNTAL PROTECTION 1L0N1CiP�.AS$iar�ArcB BECTtoNr D, Z. r. TxwiNINO v 191t281 •7ss-Sa43 i I 30 ILOUTR 20.NILLSUItY, t►1�S7 1'MonO 508.736 " BClg DU8.A2d«1 "no Pans.CW=t;oct s.e�ecxr� c9o•.roor ' j iALUNa ti USs JANE swam., I Ca®minr+onns T,,Muuel�ec Co+�oc {I ` 1 i Jaia 19,001 , i s On Jattuwy 17, 1.the ccr m for Cwnm*UAC fOrtbe Smith&I.ovoleass Si*e Nome FAST and S dt Lorvleless MOW=FAST wv=�lm a sy4em � Appliaasioos for acf tbc"wd""advea on or ofow Jmmoy 17,Zool CAN NOT be vad under the?:.Vim' of do onw2l Use Cerduadon, Time zost oitcu�voh►e,���a U� spas Fa rcc�aav9 wld0t+C)=9 more�tt�ra Y• Uades .lu = �D&was no ent did not iugx a any spoci$c ttti or Smith ik Lo Sin&Ham FAST�ucatment sY rxaatzrntes to p,�,a�nd Uv wbik the m PAST wWUUw tZeat�,aat system has a pwvisiooaal Usa kpptovw eod a Rm=U Use AgmvsL These approvati bave ttat WT=d snd : retriai�a in mod �w%H be 4W fe previsional Use wd R Use ' gpprova is brave tutQrW raphanentit tlwt w ae a0t epplla >mdeer tlx Q�etm1 Use Cam a�10 install� the Provisional Use A�o�val mot be approwd by prior to inswundon. if you Wave nay sfiaw conc=jo the n of tllre Cheat Use cetfdcaaon,Please fed 6�7 -5F'I7��obsss j(508)3669-SGtf s�r�Oen z+ o�d DEP affte. Sinter+ 1 bA J. i � Cc.Drip role R-jimal conum Jun Muip ,DEP Boston I�i���r w�llh`.d+rwM frnwl b+1rrs.ue.►1D�Cllw .r u(fly►37afi/S OEr oRa+ewa+r vIR�wlw bei'+�+rw.n+a0 .�++�P 1j �' �Iild�baN 3r�I1c�pMr M l 1111 Town of Barnstable �OFTHE Tp�� Regulatory Services BAMSTABLE ; Thomas F. Geiler,Director MAS9� 3 ��� Public Health Division ATfp�,�A Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 To: Claire Griffen, Legal Department CC: Tom McKean From: Sharon Crocker, Public Health Division ,je- Date: June 6, 2007 Re: 2 Short Beach Road, Centerville Here are three identical packages of all items in our file for 2 Short Beach Road, Centerville. I CRAIG .R. SHORT, P. E. 235 Great Western Road P.O. Box 1044 Telephone (508)398-8311 South Dennis, MA 02660 Fax (508)398-3063 PROFESSIONAL CIVIL ENGINEER, SOIL EVALUATOR, SEPTIC INSPECTOR SEPTIC SYSTEM DESIGNS, COASTAL&BUILDING DESIGNS NOTIFICATION TO ABUTTERS OF: .i""u�,iaui: FiGd TVI1JUGr� "-' '`- ' PP %_C1U.UeU lvldu 1939 Ocean Street Return Receipt Requested Marshfield, MA 02050 - Re: Septic System Upgrade @ 224 Park Avenue,Centerville, MA 02632 Dear Abutter, Please be advised that an application for variances from the Regulations of the Massachusetts Department of Environmental Protection, Title 5, and/or the Town of Barnstable Regulations for Subsurface Disposal of Sewage, has been submitted to the Barnstable Health Department for approval. The following variances are requested: Title 5 Regulation and Barnstable Board of Health Regulation Tide 5 Section 15.211 Minimum Setback Distances 1. 10' required— Septic Tank to Property Line— A 7' Variance Requested 2. 10' required— Septic Tank to Cellar Wall— A 9' Variance Requested 3. 10' required— S.A.S. to Property Line— A 7' Variance Requested 4. 10' required— S.A.S. to Cellar Wall— A 5' Variance Requested 5. 50' required— S.A.S. to Wetland— A 29' Variance Requested 6. Section 15:103 Method of Determining Maximum High Ground Water A Variance Requested to use Mean High Water Instead of USGS Method 7. Section 15:255(3)(lb)Construction of Fill—Distance of Edge of S.A.S. to Breakout Barrier Wall Should Be at least 10' —A 6' Variance is Requested 8. Section 15:248(1)Reserve S.A.S. Area for New Construction—Variance not to provide Reserve Area „-.9. Section 15:228(1)Minimum Cover Over Septic Tank is 9"—A 6"Variance is Requested Barnstable Board of Health Regulation-Minimum Distance of Septic System from Wetland is 100' 10. A 57' Variance is Requested for Septic Tank 11. A 79' Variance is Requested for S.A.S. 12. Section 1.14 Town Method of Calculating Capacity-Variance to Use Title 5 Method Only The application and plans are available for review at the Barnstable.Health Department, 367 Main Street, Hyannis, MA 02601, Monday through Friday (excluding holidays) from 8:30 a.m. to 4:30 p.m. A Tentative hearing date is scheduled for Tuesday January 16, 2001 beginning at 7:00 PM. Please call Barnstable Health Department to confirm(508-790-6265). Sincerely, Craig R. Short, P.E. Cc: File Barnstable Board of Health Abutters i1 Abutters of Tonsberg 2 Short Beach Road Centerville, MA File# Fred W. &RobertaTonsberg AM 206/44 376 Canton Street Westwood, MA 02090 Anne H. Healey 194 Grove Street AM 206/43 Wellesley, MA 02482 Donald F. &Joan W. Richter 37 Waterside Drive AM 206/97 Centerville, MA 02632 Dorothy P. Bryson 11 Acorn Drive AM 206/49 Auburndale, MA 02166 Fulvio &Joann Fierimonte 16 Arundel Terrace AM 206/88 Newton, MA 02458 Barnstable Conservation Fnd., Inc. P. O. Box 224 AM 206/89 Cotuit, MA 02635 Thomas H. M. Hamilton P. O. Box 106 AM 206/50 Centerville, MA 02632 r / A1210 8&3 86 0 i` 0 300 FT� BUFFER #' 9Y M61M& 40t r.e 0 92 too 2a6 � to 4.7 >au 2'rn'L oc 32 Jim �9Q o • � .O .N6Y 3 31 �t *0� whoa l i'ora.. ..: 9� 41 11 1 05 ' >- ZZ10 ,.� o A4AT scki r- I I so, _ A►ta8a MAP ��� PARCEL �S t r *NOTE mmimertim ropogrophl,and **NOTE The pmml lies are only gMhk reptemntari= DATA SOUR03 Nanimelrits(man-made foots*ware iatetprmed from 1995 aedal plwtagtopla by The lamas man were rrmpped to meet Nmmnnd of p opeq boundaries Tbey ate not fire 6wiorts,,aad W.Smod Company.Topo p*and vxpt timt were interpreted from 1989 aerial photographs by GMD ikp A=mLy 2m dmds at a stale of do rot repm m antral roiatiooships to phystoti d*Kt Wpocd= Plats OCm topography,and vegett*were tttnpped to meet National Map Amrmcy Standards as the map. at a smle of 1'=i ff. Fatael lines we d4dized fmm 20W Town of Bmmt66 Asm=es tmr strops. '••�9r�tl�bamldgn1m20-6,pI88.dgn /M`ay.01.2D00 14�:1 f6:3�7 �JoC, TOWN OF BARNSTABLE � OF tH E TOk. OFFICE OF 6 'n B�sT � i BOARD OF HEALTH y MASS. p op 039. \gym 367 MAIN STREET OMAY�`' HYANNIS, MASS.02601 March 22, 2001 C Craig R. Short P. O. Box 1044 South Dennis, MA 02660 RE: 2 Short Beach Road Centerville, Massachusetts a Dear Mr. Short: You are granted multiple variances to replace the onsite sewage disposal system located at 2 Short Beach Road, Centerville, Massachusetts. The variances granted are listed on the enclosed list (See attachment). These variances are granted with the following conditions: (1) No more than two (2) bedrooms maximum are authorized. Dens, study.- rooms, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the Massachusetts Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction at the J Barnstable County Registry of Deeds that (a) restricts the property to a maximum of two bedrooms and (b) notifies all future potential buyers of this property that a MicroFast treatment plant system is in use at this property. The deed recording shall include language which includes a requirement that this MicroFast system shall be maintained, monitored, and tested in accordance with the provisional use standards of the Massachusetts Department of Environmental Protection. A copy of the deed recording shall be submitted to the Public Health Division Office prior to approval of an application for a disposal works construction permit. (3) The engineering plans of the onsite sewage disposal system shall be submitted to the Massachusetts Department of Environmental Protection for approval. 2shortb (4) The septic system with MicroFast Treatment Plant components shall be installed in strict accordance with the submitted plans dated December 8, 2000, revised February 26, 2001. (5) The designing:engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was instaiied'in substantial compliance with the revised plans. (6) The MicroFast Treatment plant system shall be monitored in accordance with the "provisional use"testing standards of the Massachusetts Department of Environmental Protection. Specifically, the owner shall monitor the influent to the system and the effluent monthly for the first six months of operation, and quarterly thereafter, At a minimum, the following parameters shall be monitored: pH, BOD5, TSS, TKN, NO3 - N, and ammonia. Every time the system is monitored, the water meter reading shall be recorded. The company shall submit all monitoring data collected on the system to the Board of Health and to MA Department of Environmental Protection within 30 days of the sampling data. These variances are granted because the existing septic system is only located two or three feet above the maximum adjusted groundwater table. The proposed replacement system, which will consist of a MicroFast Treatment Plant, will be located more than five (5) feet above the groundwater table and will meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sin rely yours, Susan G. Rask, R.S. Chairman Board of Health Town of Barnstable SGR/bcs 2shortb PROPERTY LOCATION: 2 Short Beach Road, Centerville, MA PROPERTY OWNER: Fred Tonsberg 1939 Ocean Street Marshfield., MA 02050 781-858-6265 TITLE 5 AND BARNSTABLE BOARD OF HEALTH VARIANCES TITLE 5 VARIANCES REQUIRED SECTION 15:211 MINIMUM SETBACK DISTANCES 1. SEPTIC TANK TO PROPERTY LINE-10'REQUIRED A T VARIANCE REQUESTED 2 SEPTIC TANK TO CELLAR WALL- 10'REQUIRED A 9'VARIANCE REQUESTED 3. S.A.S.TO PROPERTY LINE-10'REQUIRED A 7'VARIANCE REQUESTED 4. S.A.S.TO CELLAR WALL-I O'REQUIRED A 5'VARIANCE REQUESTED 5. S.A.S.TO WETLAND-50'REQUIRED A 29'VARIANCE REQUESTED 6. SECTION 15:103 METHOD OF DETERMINING MAX. HIGH GROUND WATER A VARIANCE TO USE MEAN HIGH WATER INSTEAD OF USGS METHOD 7. SECTION 15:255(3)(1b)CONSTRUCTION IN FILL 1. DISTANCE FROM EDGE OF S.A.S.TO BREAKOUT BARRIER WALL SHOULD BE AT LEAST 10' A 6'VARIANCE REQUESTED 8. SECTION 15:248(1)RESERVE S.A.S. 1. RESERVE S.A.S.AREA FOR NEW CONSTRUCTION A VARIANCE REQUESTED NOT TO PROVIDE RESERVE 9. SECTION 15228(1) 1. MINIMUM COVER OVER SEPTIC TANK IS 9" A 6"VARIANCE IS REQUESTED TOWN OF BARNSTABLE HEALTH REGULATIONS rcs' MINIMUM DISTANCE OF SEPTIC SYSTEM FROM WETLAND IS 100' 10. A 57'VARIANCE REQUESTED FOR SEPTIC TANK 11: A 79'VARIANCE REQUESTED FOR S.A.S. 12. SECTION 1.14 TOWN METHOD OF CALCULATING CAPACITY VARIANCE TO USE TITLE 5 METHOD ONLY. x 02-20-2001 04:09PM FROM SWEETSER ENGINEERING TO 15087906304 P.01 CRAIG R. SHORT, P.E. 235 Great Western Road P.O.Box 1044 Telephone(SW)398-8311 South Dennis,MA 02660 Fax (508)398-3063 PROFESSIONAL CIVIL ENGINEER,SOIL EVALUATOR;SEPTIC INSPECTOR SEPTIC SYSTEM DESIGNS,COASTAL&BUILDING DESIGNS February 20,2001 Tom McKm Health Director' Barnstable Board of Health _ - 367 Main Street Hyannis,MA 02601 Re: Fred Tonsberg,2 Short Beach Road,Centerville,MA ... Dear Torn_ I am writingto request a continuance to your next Board of Health Hearing on March 6,since we have not been able to get written confurnation that we can nse A&CMfast under general permit for use at the -' referenced site. Sincerely,- - - 43 Craig�SME. CIVIL �Gw T.r3 TOTAL P.01 02-20-2001 04:09PM FROM SWEETSER ENGINEERING TO 15087906304 P.01 CRAIG R. SHORT, P.E. 235 Great Western Road P.O. Box 1044 I Telephone(508)398-8311 South Dennis,MA 02660 Fax (508)398 3063 PROFESSIONAL CIVIL ENGINEER,SOIL EVALUATOR;SEPTIC INSPECTOR SEPTIC SYSTEM DESIGNS,COASTAL&BUILDING DESIGNS February 20,2001 Tom McKean Health Director- Barnstable Board of Health 367 Main Street Hyannis,MA 02601 Re: Fred Tonsberg,2 Short Beach Road,Centerville;MA Dear Tom: I am writing to request a continuance to your next Board of Health Hearing on March 6, since we have - not been able to get written confirmation that we cm use Microfast under general permit for use at the referenced site. Sincerely,- -- lotto to Craig R_S rt,P.E. N _"+r'n TOTAL P.01 02-20-2001 04:09PM FROM SUIEETSER ENGINEERING TO 15087906304 P.01 CrWG R. SHORT P.E. 235 Great Western Road P.O.Box 1044 Telephone(5o8)398-8311 South Dennis,MA 02660 Fax (508)398,3063 PROFESSIONAL CIVIL ENGINEER,SOIL EVALUATOR,SEPTIC INSPECTOR SEPTIC SYSTEM DESIGNS,COASTAL&BUILDING DESIGN$ February 20,200 t Tom McKean Health Director Barnstable Board of Health 367 Main Street Hyannis,MA 02601 Re: Fred Tonsberg,2 Short Beach Road,Centerville,MA Dear Totes I am writing to request a continuance to your next Board of Health Hearing on March 6,since we have - - not been able to get written confirmation that we can use&is rofast under general permit for use at the referenced site. Sincerely,- -= -- CAW - Craig�SrMtE. ` r4mr T� �CpVIL ''H .f:t . TOTAL P.01 02-20-2001 04:09PM FROM SWEETSER ENGINEERING TO 15087906304 P.01 V. CRAIG R. SHORE', P.E. 235 Goeat western Road P.O. Box 1044 Telephone(508)398-8311 South Dennis,MA 02690 Fax (5oe)398-3063 PROFESSIONAL CIVIL ENGINEER,SOIL EVALUATOR,SEPTIC INSPECTOR SEPTIC SYSTEM DESIGNS,COASTAL&BUILDING DESIGNS February 20,2001 Tom McKean Health Director Barnstable Board of Health 367 Main Street Hyannis, MA 02601 Re: Fred Tonsberg,2 Short Beach Road,CentmrviUe,MA Dear Tom I aM writing to request a continuance to your next Board of Health Hearing on March 6,since we have - - not been able to get written confuahation that we can use Mic3rofast under general permit for use at the referenced site. Sincerely, - _— -_- lay Craig�SME. ; h - - mo TOTAL P.01 I FROM : RC',jLAIgD PHOkE PO. 508 775 3650 Feb. 06 2001 10:18AM P1 F-QM-Ub -Vi 02 : 14'7P .� F2 Eng! nth-en zri 1 ,C�t3BElC77c��^ � P P. O1 r i 1A'h 1ti1Ua I I I Co (3NWEA .TEL.oP 1 SACgU'SFIT" B*CtST'NE�F'F�CX 4F &Nvmpr NTAL A•'FF•AMS D> �Alt'1'�EAIT OF�,,+'Wnp iyATB& 'FA3. PROTECTION 1ICNSCIPo3.J1Ss1a2wAtc�6 SECTION. D, e. r. T�ew1:1T1:Ct cRhTst 30110u'SS 80,WsL1,BI7AY, Ma osK27 pAuaa 30e.9 6-72si par 5Db•7sg sa43 6t�1�DUttA�'1'«1 AROE0 PA-VL CIL.UC Gawroor JANE SWV': I Ca®miorioner I S,j�uTallNec GO'wea0t f I , f • I ,. jam 29,?00l i s N January 17, 1.the Ce ffi ft GC=41 Use* Smith "ovcless Si*e Trlomc FAST and SuLft&Lovelau Mo"w PAST W&U9w9w"*==systems up?�. AWliaaztons faa =0j*Me wafts an or afkr-jmuwy 17,2001 CAN NOT be moved wwa to peg¢ i of tha 040wal Time CerdS.eatieo."T#u$Zosc o�involves�Of the syrAm for A" rc aavaat wts='looal mare en �Dy. Uadez Genes Use Ce�c�►tia�,, De was not required cm did not=POMAMy sca$c mvai $M Ssuit$&Lo Sisk HMO PAST wuapCwatlas==4ut-sysoeae contbwaglo have A ftviXW=d Use wWc the Mo"w FASTWW"Ster Ueatn as�h a � �vision$1 u3c and.aRmedial Use A '� liew appm recr►aie in drea The mag a>oWe d 0=6 wiU be 4=tie pmvisioral Uso$ad R=oodW'Use jkppravuls havtp � rents*ad lwf'e sot (cable undwr the Gwag use Cart. 10 W=U under"Provisuxwl Use Approval must be a�pprovcd by'.Y3tostallsaoa. If you Save a ow=ijia dw wwLradou of the Ciaeetal'use Cardficadolk pirasc f=1 DEP OFW. Since» , hn S. . � I Cc.DEP Title uJim al cotxtaGtB Tires Murp ,DEP Boa = lair�1�IM1� wclallr b sl�rna+lMwiwc hr ft%m aW A D^ (41%P44M AEro�eswwa+rv�Rro.wl� .K+a�+c.�s�•"�.w�Mp M l 111/4 - L:�I•lnArM11W �1 pF THE Tp DATE: t _ FEE: 16 s`0� REC. BY BARNSrABEZ r 'own of Barnstable S C=. DATE: t1 �` Board of Health E 367 Main Street,Hyannis MA 02601 Office: 508-862-4644 r� Susan G.Rask,R.S. FAX 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 2 Short Beach Road, .Centerville, MA Assessor's Map and Parcel Number: 206/44 Size of Lot: 0. 28 acres per Assessors Map Wetlands Within 300 Ft. Yes XX Subdivision Name: N/A No Business Name: N/A Single Family Dwelling PROPERTY OWNER'S NAME CONTACT PERSON Name: Fred Tonsberg Name: Craig R. Short, P.E. 1939 Ocean Street P. 0. Box 1044 CSS: Mq-r-,hfiP1ri , MA ngn5n Address: Saut-h Dennis , MA 02660 Phone: 781-858-6265 Phone: 508 398-8311 VARIANCE FROM REGULATION(List Res.) REASON FOR VARIANCE(May attach if more space needed) '. Maximum Feasible Compliance to Upgrade to SF.F ATTACBFn PACT FnR Title 5 Septic System REGULA TONS AND VARTANO .S Clreklist(to be completed by office staff-person receiving variance request application) 7—Four(4)copies of engineered plan submitted(e.g. septic system plans) 7 Four(4)copies of floor plan submitted(e.g..house plans or restaurant kitchen plans) Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) ti Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification rettewais,grease trap variance renewals(same owner/Iem"only],outside . dining variance renewals(same owner/lessee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G. Rask,R.S., Chairman NOT APPROVED Sumner Kaufman, M.S.P.H. REASON FOR DISAPPROVAL Ralph A. Murphy,M.D. Q:/wP/VARzREQ • l :l\ �1�p THE T DATE • o• I D E C,.,2 FEE: + BARNSPABLE. 0 2000 MASS. 9� 6A,0� REC. BY Town of Barnstable scam. DATE: Board of Health 367 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 2 Short Beach Road, Centerville, MA Assessor's Map and Parcel Number: 206/44 Size of Lot: 0.28 acres per Assessors Map Wetlands Within 300 Ft. Yes XX Subdivision Name: N/A No Business Name: N/A Single Family Dwelling PROPERTY OWNER'S NAME CONTACT PERSON Name: Fred Tonsberg Name: Craig R. Short, P.E. 1939 Ocean Street P. 0. Box 1044 Address: Ma,-ghfi Pi d,MA ngnSn Address: Sn„th l)Pnni s , MA 02660 Phone: 781-858-6265 phone: 508 398-8311 VARIANCE FROM REGULATION(List Res.) REASON FOR VARLANCE(May attach if more space needed) Maximum Feasible Compliance to Upgrade to SF.F. ATTArT-TFn PACK FnR Title 5 Septic System REGITLATTONS AND VARTANrES ch klist(to be completed by office staff-person receiving variance request application) Four(4)copies of engineered plan submitted(e.g,septic system plans) Four(4)copies of floor plan submitted(e.g.house plans or restaurant kitchen plans) Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals(same ownerneasee only],outside dining variance renewals(same owner lessee only],and variances to repair failed sewage disposal systems(only if no expansion to the building proposed)) ✓/ Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G. Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Q:/wP/VARIREQ PROPERTY LOCATION: 2 Short Beach Road, Centerville, MA PROPERTY OWNER: Fred Tonsberg 1939 Ocean Street Marshfield, MA 02050 781-858-6265 TITLE 5 AND BARNSTABLE BOARD OF HEALTH VARIANCES TITLE 5 VARIANCES REQUIRED SECTION 15:211 MINIMUM SETBACK DISTANCES 1. SEPTIC TANK TO PROPERTY LINE-10'REQUIRED A T VARIANCE REQUESTED 2 SEPTIC TANK TO CELLAR WALL-10'REQUIRED A 9'VARIANCE REQUESTED 3. S.A.S.TO PROPERTY LINE-10'REQUIRED A 7'VARIANCE REQUESTED 4. S.A.S.TO CELLAR WALL-10'REQUIRED A 5'VARIANCE REQUESTED 5. S.A.S.TO WETLAND-50'REQUIRED A 29'VARIANCE REQUESTED 6. SECTION 15:103 METHOD OF DETERMINING MAX. HIGH GROUND WATER A VARIANCE TO USE MEAN HIGH WATER INSTEAD OF USGS METHOD 7. SECTION 15:255(3)(1b)CONSTRUCTION IN FILL 1. DISTANCE FROM EDGE OF S.A.S.TO BREAKOUT BARRIER WALL SHOULD BEAT LEAST 10' A 6'VARIANCE REQUESTED 8. SECTION 15:248(1)RESERVE S.A.S. 1. RESERVE S.A.S.AREA FOR NEW CONSTRUCTION A VARIANCE REQUESTED NOT TO PROVIDE RESERVE 9. SECTION 15:228(1) 1. MINIMUM COVER OVER SEPTIC TANK IS 9" A 6"VARIANCE IS REQUESTED TOWN OF BARNSTABLE HEALTH REGULATIONS MINIMUM DISTANCE OF SEPTIC SYSTEM FROM WETLAND IS 100' 10. A 57'VARIANCE REQUESTED FOR SEPTIC TANK 1 l: A 79'VARIANCE REQUESTED FOR S.A.S. 12. SECTION 1.14 TOWN METHOD OF CALCULATING CAPACITY VARIANCE TO USE TITLE 5 METHOD ONLY CRAIG R. SHORT, P. E. 235 Great Western Road P.O. Box 1044 Telephone(508)398-8311 South Dennis, MA 02660 Fax (508)398-3063 PROFESSIONAL CIVIL ENGINEER, SOIL EVALUATOR, SEPTIC INSPECTOR SEPTIC SYSTEM DESIGNS, COASTAL&BUILDING DESIGNS NOTIFICATION TO ABUTTERS OF: Applicant Fred Tonsberg Certified Mail 1939 Ocean Street Return Receipt Requested Marshfield, MA 02050 Re: Septic System Upgrade @ 224 Park Avenue,Centerville,MA 02632 Dear Abutter, Please be advised that an application for variances from the Regulations of the Massachusetts Department of Environmental Protection,Title 5, and/or the Town of Barnstable Regulations for Subsurface Disposal of Sewage, has been submitted to the Barnstable Health Department for approval. The following variances are requested: Title 5 Regulation and Barnstable Board of Health Regulation Title 5 Section 15.211 Minimum Setback Distances 1. 10' required— Septic Tank to Property Line— A 7' Variance Requested 2. 10' required— Septic Tank to Cellar Wall— A 9' Variance Requested 3. 10' required— S.A.S. to Property Line— A 7' Variance Requested 4. 10' required— S.A.S. to Cellar Wall— A 5' Variance Requested 5. 50' required— S.A.S.to Wetland— A 29' Variance Requested 6. Section 15:103 Method of Determining Maximum High Ground Water A Variance Requested to use Mean High Water Instead of USGS Method 7. Section 15:255(3)(1b)Construction of Fill—Distance of Edge of S.A.S. to Breakout Barrier Wall Should Be at least 10'—A 6' Variance is Requested 8. Section 15:248(1)Reserve S.A.S. Area for New Construction—Variance not to provide Reserve Area 9. Section 15:228(1)Minimum Cover Over Septic Tank is 9"—A 6"Variance is Requested Barnstable Board of Health Regulation-Minimum Distance of Septic System from Wetland is 100' 10. A 57' Variance is Requested for Septic Tank 11. A 79' Variance is Requested for S.A.S. 12. Section 1.14 Town Method of Calculating Capacity-Variance to Use Title 5 Method Only The application and plans are available for review at the Barnstable.Health Department, 367 Main Street, Hyannis, MA 02601, Monday through Friday (excluding holidays) from 8:30 a-m. to 4:30 p.m. A Tentative hearing date is scheduled for Tuesday January 16,2001 beginning at 7:00 PM. Please call Barnstable Health Department to confirm(508-790-6265). Sincerely, 4� 6 Craig R. Short, P.E. Cc: File Barnstable Board of Health Abutters Abutters of Tonsberg 2 Short Beach Road Centerville, MA File# Fred W. &RobertaTonsberg AM 206/44 376 Canton Street Westwood, MA 02090 Anne H. Healey 194 Grove Street AM 206/43 Wellesley, MA 02482 Donald F. &Joan W. Richter 37 Waterside Drive AM 206/97 Centerville,MA 02632 Dorothy P. Bryson I 1 Acorn Drive AM 206/49 Auburndale, MA 02166 Fulvio&Joann Fierimonte 16 Arundel Terrace AM 206/88 Newton, MA 02458 Barnstable Conservation Fnd., Inc. P. O. Box 224 AM 206/89 Cotuit,MA 02635 Thomas H. M. Hamilton P. O. Box 106 AM 206/50 Centerville, MA 02632 $5-2 \ \ : 8&3 n. V / 86 — �' 041 — I- LIO — -- ' — \ ••�� rnel ___ � ., 300 FTC B U FFER •90 #48 0 t 92 12 too 127 AYt' #1 1 os 32 p 9\ AWE iw► 10� �►t4s *11as 1 78 - 41 \ ` stk 3a206 1w 1 I Q C '� .iYW20c o #U0 N SCALE 1"=150' MAP 20.6. PARCEL 88, w s *NO% %ambomm topogmpby,and **NO1E The panel litres ate only gmok mpresettmtions DATA SOUR03 Plm n oMcs(mm1-mode features)were inlerpteled from 199S aerial phalgiu by The Jatttes regelmton areas mapped tarnwftondi d gop o kmdmi L They am ttattme location 3Dd W.SoRd Gm panlr.Topography and veg Wml were interpreted from 1989 aeriof phtpoggk by tmD �p Y S at a scale of do not mple o aloof to physmal cbpm Cmpomt M Plmtitm In topography,and vmiftal were cropped to meet National Mop Amtmcy Sbmtdatds on theNgL atasmfeafl'=100'. Pm®Ilineswaredkbimdfrom20MTomofBmmwb6A=zWstm maps •••191SXt11bam\dgn1m206p88.dgn May.01.2000 14:16:37 k 1 f f ^ - Town of Barnstable P# Department of Health,Safety,and Environmental Services Public Health Division Date , 0 367 Main Street,Hyannis MA 02601 • BARNBCABI.F + lFD MAt�1� Date Scheduled lYV Time \ Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: C I^G 0 S JZ i .544 G r" Z Witnessed By: ti P7 R ey?o ®i-rmJ. h.L LOCATIO &'GENERAL IlVFOR1VI�i 'ION - .:. .: Location Address Owner's Name LI r S �'r a elf •7cf,rt Address H 9 A? /Z.e��e l-Gea elo �.�1��,�i�` 1 9 3 g a c ea•a s ue. An e l.4 Assessor's Map/Parcel: Engineer's Name so NEW CONSTRUCTION REPAIR x Telephone# ,J a$ C JS e 40-01 t7l q l Slopes %o i Land Use p ( ) f Surface Stones �✓� /fr ft Distances from: Open Water Body 3S ft Possible Wet Area .�� ft Drinking Water Well � t i Drainage Way N ft Property Line Z ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc sts,locate wetlands in proximity to holes) CleivTETe_ v/[ LE L r tt j l 2 zo o ,s f Z fW � 1 t / (S�G Z T •43E/4 C l / r Parent material(geologic) C a r v e r Depth to Bedrock Depth to Groundwater: Standing Water in Hole: S'T Weeping from Pit Face f Estimated Seasonal High Groundwater T)i TERIYHNA tOrI FOR SEAS()1NA . IGtT'U�A"1' `,'l`��l,l� Method Used. r--r - Depth Observed standing in obs.hole: �`f in. Depth to soil mottles: �`�/t r� in. Depth to weeping from side of obs.hole: y /fit in. Groundwater Adjustment �,� ft. Index Well#_.�- Reading Date: Index Well level_._ Adi.factor_ Adj.Groundwater Level_ PER:CULAT4NTES'T Hate !:' ! . T►mel 4.4 . Observation Hole# _� Time at 9" Depth of Perc 34 48 Time at 6" 1�� '� j^40 Start Pre-soak Time @ �� .: V I. Time(9"-6") T" t' End Pre-soak C5'_ 3: 2c Rate Min./Inch .4 Site Suitability Assessment: Site Passed �� Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant DEEP bB;SERVATION Hl7LE LAG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel ? z ? e( C c� /Qy 3// r! cl elle C 3 See m �-aY24/! C.Lc t............. ...... ....... ........... ............................. �u 'icy Zq cj J C� ........... ........ DEEP OBRAONHALELOG ..V Hole Depth from Soil Horizon Soil Texture Soil Color Soil I Other Surface,(in,) ,. y ", (USDA) (Munsell) Mottling r ,(Structure,Stones,Boulderes. Con istenc %Gravel DoOBER HbIOL le# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel DEEP OBSERVATION H(1LE LOG HoXe Depth from Soil Horizon _ Soil texture Soil Color Soil Other t Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. C nsistenc %Gravel t 1 ti Aove 500 year flood boundary No Yes `,kithin 500 year boundary No it Yes X Within 100'year flood boundary No_ Yes A Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all"areas observed throughout the area proposed'for the'soil absorption system? ' If riot,what is the depth-of naturally occurring pervious material? Certification I certify that on 5�- —(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 and experience described in 310 CMR 15.017. Signature. Date PROPERTY LOCATION: 2 Short Beach Road, Centerville, MA PROPERTY OWNER: Fred Tonsberg 1939 Ocean Street Marshfield, MA 02050 781-858-6265 TITLE 5 AND BARNSTABLE BOARD OF HEALTH VARIANCES TTTLE 5 VARIANCES REQUIRED SECTION 15:211 MINIMUM SETBACK DISTANCES 1. SEPTIC TANK TO PROPERTY LINE-10'REQUIRED A T VARIANCE REQUESTED 2 SEPTIC TANK TO CELLAR WALL- 10'REQUIRED' A 9'VARIANCE REQUESTED 3. S.A.S.TO PROPERTY LINE-10'REQUIRED A T VARIANCE REQUESTED 4. S.A.S.TO CELLAR WALL-10'REQUIRED A 5'VARIANCE REQUESTED 5. S.A.S.TO WETLAND-50'REQUIRED A 29'VARIANCE REQUESTED 6. SECTION 15:103 METHOD OF DETERMINING MAX. HIGH GROUND WATER A VARIANCE TO USE MEAN HIGH WATER INSTEAD OF USGS METHOD 7. SECTION 15:255(3)(1b)CONSTRUCTION IN FILL 1. DISTANCE FROM EDGE OF S.A.S.TO BREAKOUT BARRIER WALL SHOULD BE AT LEAST 10' A 6'VARIANCE REQUESTED 8. SECTION 15:248(1)RESERVE S.A.S. 1. RESERVE S.A.S.AREA FOR NEW CONSTRUCTION A VARIANCE REQUESTED NOT TO PROVIDE RESERVE 9. SECTION 15:228(1) 1. MINIMUM COVER OVER SEPTIC TANK IS 9" A 6"VARIANCE IS REQUESTED TOWN OF BARNSTABLE HEALTH REGULATIONS b MINIMUM DISTANCE OF SEPTIC SYSTEM FROM WETLAND IS 100' 10. A 5T VARIANCE REQUESTED FOR SEPTIC TANK I I* A 79'VARIANCE REQUESTED FOR S.A.S. 12. SECTION 1.14 TOWN METHOD OF CALCULATING CAPACITY VARIANCE TO USE TITLE 5 METHOD ONLY NARISTAIM b 367 MAIN STREET HYANNIS, MASSACHUSETTS 02601 EXOGENCY AUTHORIZATION FOR WORK UNDER M.G.L. Ch. 1310 Sec. 40 and Article XXVII of the Town of Barnstable B -laws TO*- Donald Bell 67 Fairfield St. Springfield, MA 01108 PROJECT LOCATION: 2 Short Beach Rd. , Centerville DESCRIPTION OF EMERGENCY: Upgrade of a failed septic system. SITE VISIT: June 18, 1991 THREAT TO PUBLIC Groundwater pollution REMEDIATION• This order allows the applicant to perform the above described project, which shall be completed within 30 days of issuance. The applicant shall ensu=a that no work is undertaken in the buffer zone or a resource area that is beyond the scope of the above referenced project. The applicant shall contain all excavated material and fill with staked hay bales as necessary. This Emergency Order in no way circumvents the application process under the State and Town Wetlands statutes, and requires that the applicant file with the Conservation Commission within 30 days of this authorization. DATE OF ISSUANCE: June 18, 1991 COMPLETION DEADLINE: June 21, 1991 APPROVED BY: Kendall Ayers, Conservation Agent SIGNATURE• cc: DEP, Lakeville, MA c � FROM ROWLAND PHONE NO. 508 775 3650 Feb. 25 2001 07:20AM P1 COMMONWJEALTH OF MA SSACHUS ,'1`T'S EXECUTIVE OFFICE OF,E;VV ONMENTAL AFFAIRS DEPARTMENT OF ENVIRO NXENTA L PROTF.=oN ONE-WINTER STREET, MuSTON.mA 0110S 647•1.92.5500 ARGEO PAUL CELLUCCI TRUDY COXE SeemaY DAVID 13.STMHS Coma�r'ssionar =TMCAT'i4N FOR'GENERAL, USE,. "��r•r/c S Pursuant to Title 5, 310 CMR 15.000 sys t e /LiZp4:4 ter. Name and Address of Applicant: Bio-Acrobics, Inc. 8271 M&ose Drive Lenexa, KS 66214 Trade n2me of tec.,hnology and model:-Micro R ST'Trearment Syst= (h=inafter the Date of Application: May 27, 1997 Transmittal Number: L3591 Dale,of 1ssnance: May 29, 1998 Expiration date: May 29,?003 Authority for Issuance Pursuant m Title 5 of the Stag Environmental Code, 310 CMR 15,000. The Depaszmcnt of Environmental Protection hereby issues this CertT=adon for Gen,:rrai Use to: Bio-Microbics, Inc„ 8271.Melrose Drive, Len=. KS 66214 (hereinafter "the Company"), certityirig the system described herein for General Use in the Commonwealth of Ma_ssachuscrts. 'The Department has determin$d chat the applicant has demonstrated that the Syst=will providc a level of environmental Protection equivalent to that of a standard three.couiponent on-site system designed and Cons=ted in accordance with 310 CMR 15.000. Said and use of the System arc conditioned on compliance by the Company and the System owner/operator with the terms and conditions sct forth below. Any noncompliance with the terms or conditions of this CertiFeation eonstim= a violation of 310 cMR. Lealdon Langley, Acting Pro Director "Date Watershed Permitting Program Depa=ent of Environmental.Of Environmenmi Protection TL:t i.fw►nwiow la rwstn4ta in•itttt k td--4y wo4l6g our ADA C.—ij "ar oe t6t71 V4407., DEP OA the V*Wd Wdu Wetb. hC0'Niwww.tt g0=M4.WWg*R tJ Atmtap cn,Rt�yetyg Pena FROM": ROWLAND PHONE NO. 508 775 3650 Feb. 25 2001 07:20AM P2 Micro FAST General Use Certifieadon. 5/29/99 I. Design Standards 1. Tie System shall be installed in the second compartment of a two compartment septic tank with a total liquid capacity of at least 1,500 gallons, 2. The System:is approved for use at facilities with a maximum.design flow of 440 gallons per day, IL General Conditions 1- The provisions of 310 CMR 15.000 are applicable to the use of the System, except those that specifically bave been varied by the terms of this Ctrtificariom 2. The facility served by the System, and the System itself, shall be open to inspection and sampling by the Department and the local approving authority at all reasonable times. 3. In accordance with applicable law, the Department or the locai.approving authority may require rbe owner of the System to cease Use of the System and/or,to take any other action as the Department or the local approving authority deems necessary to protect public health,.safety, welfare or the environment. 4. The Department has not determined that the performance of the System will provide a level of prow-tion to public health and safety and the environment that is at least equivalent to that,of a sewer. Accordingly, no new System shall be constructed, and no System shall be upgraded or Xpanded, if is is feasible m eO==t the facility to a sanitary sewer, unless a variance as provided.for in 310 CUR 15.004(4)(b) is.Obtained. 5. Design. installation and use of the System shall be in stricr conformance with the-Company's DEF approved plans and specifcations and 310 CMR 15.000, subject-to the exceptions in this Certification. M. Special Conditions applicable to the System Owner/Operator 1. The System is certified for the treatment and disposal of sanitary sewage only. Any wastes that are non•-sanitary sewage generated or used at the Lacility served by the System shall not be ituroduced into the System and shall be lawfully disposed of. 2. Maintenance agreement: i. Throughout its life, the System shall be-under a raaintcnance agresrmcnt. No maintena a agreement shall be for less than oue.year. ii. No System shall be used until a maiittenaitce agreement and contingency plan are approved by tha local approving authority wwctk; provides for the contracting of a person or firm competent in providing serviets consistent with tle System's speciti melons and the operation and maintenance requirements specified by the design engineer and arty specified.by the Department; contains procedures for notification to the local board of health within 24 hours of a System failure or alarm event and for corrective measures to be takers immediately, provides the name of the Massachuserts certified operator- or operators, in accordance with 257, CMR 2.E10, that will operant the System. The dFROM ROWLAND PHONE NO. 508 775 3650 Feb. 25 2001 07:21AM P3 Micro FAST General Use Certificution 5/Z9�98 operator must maintain the System at least every Lhrtm months and anytime there is an alarm event. The provisions of 314 CMR 12.00 are incorporated herein and apply to the maintenawc and operation of the System. 3. The owner/operator of the System shall at ail times properly operate and maintain the Syswm. 4. The owner/operator shall famish the Department, within a seasonable time, any information that the Department may request regarding the= Operation and perfd*'mance of the System. 5. The owner of a facility served by the System shall provide a copy of this Certification, prior to the signing of a purchase and sale agreement for the facility. served by the System or any portion Thereof, to any new owner. 6. As part of an individual application to install and use the System, the proposed owner/operator of the System shall demonstrate that a soil absorption system designed in accordance with 310 CMR 15,000 can be installed on the facility. M Special Conditions applicable to the Company I. Before January 3lst of each year, the Company shall submit.to the Departmem a report, signed.by a corporate officer, general partner, or Company owner, that contains information on the System for the previous eal=dar year. The report shall state the =tuber of units of the System sold for use in Massachusetts during the previous year. The report also shall include the address of each installed System, the System owner,s name and address, the type of use (residential,commercial, school, insrizutional) and the design flaw; all known failures, malfutmtiom,.and corrective actions taken and the address of each such event. 2. The Company shall notify the Director of the watershed Permitting Program at least sixty (60) days.in advance of the proposed transfer of ownership of the technology for which this Cerrifu:atiom is issued, The notice shall include the =ne.and address of the new owner, the date of transfer, and the respective responsibilities of the parties relative to the System. Unless the Department determines otherwise. this Certification automatically will transfer to the new owner. 3. The Company shall furnish rte DepartmenL within a reasonable time, any information that the Department requests regarding the Sysr4m. 4. Prior to its sale of the System, the Company shall provide the purchaser with a copy of this Certification. In any contract for distn`bution or sale of dle System, the Company shall require the distributor or seller to provide the purchaser of the System, prior to. any sale of the System, with a copy of this Certification. 5. If the Compaav wishes to continue this Certification after its expiration date, the Company shall apply for and obtain a renewal of this CertifiCation. The Company shall submit a renewal application at least 180 days before the expiration dace of this Certification, unless written permission for a later date has been granted by the Department. V. Reporting All notices and documents required to be submined to the Department by this Certification shall be submitted to: Director Watershed Fermitting Program Depa=ent Of Environmental Protection One Winter Street 6th floor Sosion. MWachuserts 02108 r - s FROM ROWLAND PHONE NO. 500 775 3650 Feb. 25 2001 07:22AM P4 Micro FAST General Use Certification VL Rights of the Department The Deparane=may suspend, modify or revoke this Certification for cause, including but not limited to, noncompliance with the terms of this Certification, non-payment of any annual compliance assurance fee, for obtaining the CeT tifiCatlon by misrepresentation or failure to disclose fully all relevant facts or any change in or discovery of conditions that would constitute grounds for discontmuanca of the Certification, or as necessary for the protection of public health, safety, welfare, or the environment, and as authorized by applicable law. The Department reserves its rights. to take any enforcement action authorized by law with respect to this Certification and/or the System again the owner, or operator of the System, and/or the Company. VII. Expiration date Notwithstanding the expiration date of this CertifZcation, any System sold and installed -prior to the expiration date of this Certification, and approved, installed and maintained in compliance with this C=tficauon (as,it may be modified) and 310 CMR 15.000, ture may remain in use unless the Depar nt, the local approval authority, or a corm requires the System to be modified or rezmoved, or requires discharges to the System to cease. VIII. Right of AppW This Certification is an action of the Department. Any person aggrieved by this action may request an 4ndicatory hearing. A request for a h=ring must be made in writing and postmarked within twenty one (21) clays of the date of mailing of this Certification. Under 310 CMR 1.010)(b), the request must state clearly and concisely the facts which are the grounds for The request and the relief sought. The hearing request along wirh a valid check payable to Commonwealth of Massachusetts in the amount of one hundred dollars ($100.00) most be mailed to: Commonwealth of Massachusetts Department of Environmental protection P.O. Box 4062 Roston, MA 02211 The request will be dismissed if the filing fee is not paid, unless the appellant is exempt or granted a.waiver as described below. The fling fee is not required if the. appellant is a city or town (or municipal agency), county, or district of the Commonwealth of Massachusetts, or a municipal housing authority. The Depar=ent may waive the adjudivatory hearing filing fee for a,person who shows that paying The fee will create an undue financial hardship. A person seeking a waiver must file, togerher with the bearing request as provided above, ari affidavit setting forth the facts betieved to support the claim of undue financial hardship. M,�o.nrr 12/08/2000 10:43 781-837-0242 HIGH RIDGE PAGE 02 Ile�v -414 s � s V m m m tJ CC) m W v ryVj m fj �. N 1 3 A tJ e16- .� C/� _ Qj +w j� d I 7-CH m �J �oo� T D _ ru. N m m -. t9 A m N I A N /^ 5 eA a O lj�(� +J G �Cb S 2A, � � oAS x 01/25/2001 12:58 781-837-0242 HIGH RIDGE PAGE 02 ��esL T ns hex- Sfior-f-,Be�c� Ilk l L ---------------- - � UTI>_.T�1 pRo�osFD 2^iD F�oo/ p2oPos�c7 Sr- c3-mr MAIN HOIH Z7Z8-LES-TBL MOT 008Z/LG/ZT 676 lam i 3AXISTAiNAM i 367 MAIN STREET HYANNIS, MASSACHUSETTS 02601 EMERGENCY AUTHORIZATION FOR WORK UNDER M.G.L. Ch. 1310 Sec. 40 and Article XXVII of the Town of Barnstable BY-laws TO'. Donald Bell 67 Fairfield St. Springfield, MA 01108 PROJECT LOCATION: 2 Short Beach Rd. , Centerville DESCRIPTION OF EMERGENCY: Upgrade of a failed septic system. i SITE VISIT: June 18, 1991 THREAT TO PUBLIC o Groundwater pollution REMEDIATION• This order allows the applicant to perform the above described project, which shall be completed within 30 days of issuance. The applicant shall enssra that no work is undertaken in the buffer zone or a resource area that is beyond the scope of the above referenced project. The applicant shall contain all excavated material and fill with staked hay bales as necessary. This Emergency Order in no way circumvents the application process under the State and Town Wetlands statutes, and requires that the applicant file with the Conservation Commission within 30 days of this authorization. DATE OF ISSUANCE: ' June 18, 1991 COMPLETION DEADLINE: . June 21, 1991 APPROVED BY: Kendall Ayers, Conservation Agent SIGNATURE• cc: DEP, Lakeville, MA COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONME''TAL AFFAI PS DEPARTMENT OF ENVIRONMENTAL PROTECTIO.N` ONE WINTER STREET. BOSTON. MA 02108 0: 7-29' 1d0 uILLI. �f F ssELD I PR f 2' ✓x. Go�cmor 19 1 t 9 ARGEO PAUL CELLUCCI 8 .5 T Lt.Govcmor SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORat PART A I CERTIFICATION - Donald Bell: t Property Address: 2 Short Beach Road Centervillekddress of owner: 248 Huck s Neck Date of Inspection: 4 7/9 8 (If different) Road Name of Inspector, yZOSPDh P_Mac-member Jr. Cent�erville,Mass . 1 am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.0 0) 02632 Company Name: J.P.Macomber & Son Inc. Mailing Address: BOX 66 Telephone Number: ,1'Pnf-Pryi 11p ,MA-q 02632 CERTIFICATION ST TEmENT I cenif that I have personally inspected the sewage disposal system at this address and that the information reposed belo- s .r e r.:.,•a and complete as of the t,me of inspection. The inspection was performed based on my training and experience in the pro:rr _ :. an, maintenance of on-site sewage disposal systems. The system: ?asses Conditionally Passes _ ','eeds Further Evaluation By the Local Approving Authority =ails Z Inspector's Signature: �L Date: IV The System InspeaoR//�Sh'll submit a copy of this inspection report to the Approving Authority within thirty (30) days of comp4e:1n, t­- inspectron If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system o%, ,er sr: I soo— the report to the appropriate regional office of the Department of Environmental Protection The original should oe sent to :rye s,>eT o-- and copies sent to the buyer, if applicable, and the approving authority. INSPECTION SUMMARY: Check A, B, C, or D: AI SYSTEM PASSES: yc_�_ I have not found any information which indicates that the system violates any of the failure criteria as defined it 3'.D C.,; ' i 13" Any failure crit<rria not evaluated are indicated below. COMMENTS: __— BI SYSTEM CONDITIONALLY PASSES: /t/O One or more system components as described in the "Conditional Pass" section need to be replaced or repa,rec n_ ;•>:e completion of the replacement or repair, as approved by the Board of Health, will pass. Indicate yes no, or not determined (Y, N, or ND). Describe basis of determination in all instances. If "not determined". e=�,:< - •- c: The septic tank is metal, unless the owner or operator has provided the system inspector with a copy of a Ce- :.Cxt, o' Compliance (attached) indicating that the tank was installed within twenty (20) years prior to the date of t-e -c o� the septic tank, whether or not metal, is cracked, structurally unsound, shows substantial ir-h1tration or exf:l:-a: c.. or a failure is imminent. The system will pass inspection if the existing septic tank is replaced w,th a conform,.ni, .y- c c '-J' as approved by the Board of Health. lr•vi.•d 0�/25/97) D•q• 1 of 10 DEP on the Wono Wroe Web nnp rrwww magnet state-a usroe,- Printed on Recyciea Paper SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 2 Shortbeach Road Centerville,Mass . Owner: Don Bell Date of Inspection:4/7/98 B) SYSTEM CONDITIONALLY PASSES (continued) (lt Sewage :)ackup or breakout or high static water level observed in the distribution box is cue r. DrG%.en or pipets) or due to a broken, senled or uneven distribution box, The system will pass n$peclion -i ,s� ;n ayr •_ : Board of Health). Describe observations: broken pipe(s) are replaced obstruction is removed distribution box is levelled or replaced The sysi,m required pumping more than four times a year due to broken or obstric.ed p, s Tne s,s e : if (with approval of the Board of Health) broken pipe(s) are replaced obstruction is removed C) FURTHER EVALUATIOr.' IS REQUIRED BY THE BOARD OF HEALTH: A/ _ Conditions exist ,hich require funher evaluation by the Board of Health in order to determine f ine s•s:�M is a public health, safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING I� R WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT Cesspool or Pr y is within 50 feet of a surface water Cesspoo! 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 APPROPR!ATE) DES:.:.• THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFFT-T AND T-I: ENVIRONMENT: 1 The sysi,:m has a septic tank and soil absorption system (SAS) and the SAS is within 100 fee' 'o a surface tnou_tar, to a surface water supply. �D The syst,,m has a septic tank and soil absorption system and the SAS is within a Zone I of a of : ate The system has a septic tank and soil absorption system and the SAS is within 50 feet of a ate �a'er s_r `6 The systcrn has a septic tank and soil absorption system and the SAS is less than !00 feet bu' 5? :e-et or r-'_ e private iter supply well, unless a well water analysis for coliform bacteria and v01311le orga-< com,o�res the well $ free from pollution from that facility and the presence of ammonia nitrogen ane r,'ra:e r-tro3e' less than 5 ppm. Method used to determine distance 411,14 (approximation not vat. 3) OTHER Fz tr.�s..a o�/rs/rri D.y• 2 of 10 I , SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 2 Shortbeach Road Centerville,Mass . Owner: Don Bell Date of Inspection: 4/7/9 8 D) SYSTEM FAILS: You must indicate el;-.er "Yes" or "No" as to each of the following. have determined that the system violates one or more of the following failure criteria as defined In 310 CntR 15.303 Tne oas;s for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to co^e.. the failure. Yes No Backup of sewage into facility or system component due to an 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 S-\-� or cesspool. _v Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspoot t/ Liquid depth in eesspavfi?'less than 6" below inven or available volume Is less than 1/2 day floe Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipets) Nurnoer of times pumped Any ponion of the Soil Absorption System, cesspool or privy is below the high groundwater elevation Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributarti to a surface water supply Any portion of a cesspool or privy is within a Zone I of a public well. Any ponion 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 wl;r no acceptable water quality analysis. If the well has been analyzed to be acceptable, attach copy of well water analysis for coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. E] LARGE SYSTEM FAILS: You must indicate either "Yes" or "No" as to each of the following: The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10,000 god or greater (Large System) and the system Is a significant threat to public health and safety and the environment because one or more of the following conditions exist Yes No ) the system is within 400 feet of a surface drinking water supply /W the system Is within 200 feet of a tributary to a surface drinking water supply _ 1,0 the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area - IWPA) or a mapped Zone H o a public water supply well) I The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program requirements of 314 CN1R 5.00 and 6.00. Please consult the local regional office of the Department for further information (revised 04/25/97) P•g• 3 of 10 6 I, SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 2 Shortbeach Road Centerville,Mass . Owner: Don Bell Date of Inspection:4/7/9 8 Check if the following have been done: You must indicate either "Yes" or "No" as to each of the following Yes No —K Pumping information was provided by the owner, occupant, or Board of Health. None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recent � or as part of this inspection. _ As built plans have been obtained and examined. Note if they are not available with N/A. _ The facility or dwelling was inspected for signs of sewage back-up. The system does not receive non-sanitary or industrial waste flow. _ The site was inspected for signs of breakout. _ All system components, �luding the Soil Absorption System, have been located on the site. _ The septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition o: baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge, depth of scum The size and locution of the Soil Absorption System on the site has been determined based on The facility owner (and occupants, if different from owner) were provided with information on the proper maintenance of Sub-Surface Disposal System. _ Existing information. Ex. Plan at B.O.H. _ Determined in the field (if any of the failure criteria related to Part C is at issue, approximation of distance is unacceptable) (15.302(3)(b)J (revised 04/25/97) Pay. 4 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address:2 Shortbeach Road Centerville,Mass . Owner: Don Bell Date of Inspection: 4/7/9 8 FLOW CONDITIONS RESIDENTIAL: Design flow:;2L'�g.p„c./bedroom for S.A.S. Number of bedrooms: Number of current residents:C '. r Garbage grinder (yes or no):7_0 Laundry connected to sy_t m (yes or no): S Seasonal use (yes or no):Kf ✓✓''/��/ r Water meter readings, if ava,i.Iable (last two (2) year usage (gpdt: M7(% ~��f 66 `. Fi•/. ,�/� Sump Pump (yes or no): /[i l�(�'�✓ �( l�l�,�C��— 3✓r'( /l// Last date of occupant,: COMMERCIAUINDUSTRIAL: Type of establishm nr. ti Design flow: ga:lons.'day Grease trap present: (yes or no)�tl� Industrial Waste Holding Tank present: (yes or no) Non-sanitary waste discharged to the Title S system: (yes or no).Uh Water meter readings, if available. ,UJ� Last date of occupancy: /l24 OTHER: (Describe) Last date of occupancy: GENERAL INFORMATION PUMPING_,RECOR S and ource of information: Sy em pumped as pan of inspection: (yes or no) g If yes, volume pumped: b al Qs Reason for pumping t s �1�v�°r �, 1�xok TYPE OF TEM Septic tanVdistribution box/soil absorption system Single cesspool 101) Overflow cesspool /2 Privy Shared system (yes or no) (if yes, attach previous inspection records, if any) It — I/A Technology etc.(Copy of up to date contract Other PPROXIMA E �E of all components, date in�tal(ed (if known) and source of 'nformation: �r r Sewage odors detected when arriving at the site: (yes or no) "J (z•vis•d 04/25/97) Psg• 5 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 2 Shortbeach Road Centerville,Mass. Owner: Don Bell Date of Inspection:4/7/98 BUILDING SEWER: (Locate on site plan) 1/ Depth below grade:1%_ Material of constructio.,: _ cast iron 40 PVC _ other (explain) Distance from Rrivate .rater supply well or suction line Diameter 1911' Co m r)ts: (condition of joints, ven ng, evi ence of leakage, etc.) 77 �v7 SEPTIC TANKka) (locate on site plan) Depth below grade. Material of constructio .: -/concrete _metal _Fiberglass _Polyethylene _other(explain) If tank is metal, list agE .fJ Is age confirmed by Certificate of Compliance.,(Yes/No) Dimensions: z Sludge depth: Y•. Distance from top of s',dge to bottom of outlet tee or baffle: Scum thickness: (-I-,' Distance from top of s.um to top of outlet tee or baffle: Distance from bottom .)f scum to bosom of outlet tee r baffle: I How dimensions were determined: If Comments: (recommendation for :roping, conditi of inlet and outlet tees or baffles, depth of liquid level in rel lion to outlet invert, structural integrity, evidence of 1 :3kage, etc.) � d�T AZ- J � GREASE TRAP: (locate on site plan) Depth below grade: Material of construcuo :v sr concrete A/14meta1/vAFiberglass v4 Polyethylene w'lfother(explain) Dimensions:. Scum thickness:__ Distance from top of s.:um to top of outlet tee or baffle: 09 Distance from bottom )( scum to bonom of outlet tee or baffler Date of last pumping: Comments: (recommendation for ;;,!mping, condition of inlet and outlet tees onbaffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of I aakage, etc.) (rwis.d 04/25/97) P.9. 6 01 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FOR.tis PART C SYSTEM INFORNUTION• (eon;inued. Pro;icrti Address: 2 Shortbeach Road Centerville,Mass . o�ncr Don Bell D"' ct t^saec`on:4/7/98 TICHT OR HOLDING TANK:A+1-67ank must be pumped pew to. cr r time. o' nsp2a o^1 tlocxe 0.-1 S-te plan) Deptn -,elow grade •�� Male,al o, con s(ruction:U/¢conc fete��metaI AAiberglass y_�ols ethylene,` (her(expla,n) D—ens-or's CdpaC-"+ � __ gallons Des'gn .o., gallons day Alarm ie•'el Alarm in working o1de,4&)'es'<'A1 Nu Date o: 7re''-0us pumping _ C Ommen;� uone,t:cn of inlet tee, condition of alarm and float swathes, etc I DISTRIB TION BOX:z :ipCa:e We plan) De,.r. : i C-d level above outlet invert _ � ,n 1`o Ie.et and.d,strt vllon Is equal, evidence of solids Carryover, evidence of le aK ge into or out oox. PU.Y•P CHA.I.s8ER: tlocxc c-) si:e plan) P,mp� .r ,.or4ing order. (Yes or No) •� Alarms - -or4 ol ing order (Yes or N Comrner:s rno corc,:-on of pum Chamber, Condition of pumps an appurI antes, etc 1 7.9. 7 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FOR,tit PART C SYSTEM INFORMATION (continued) Property Address: 2 Shortbeach Road Centerville,Mass Owner: Don Bell Date of Inspection:4/7/n o SOIL ABSORPTION SYSTE7MV(SAS)J�Z ;locate on site plan, if possible; excavation not required, but mad be approximated by non-intrusive met^oosi If no( determined to be present, explain: Type leaching pits, number.'D �— leaching chambers, number:�'I'—r,�.�' NS leaching galleries, number: 0 leaching trenches, number,length: l leaching fields, number, dim sions: overflow cesspool, number: Alternative system: ) Name of Technology: Comments. (note condition of soil, signs f hydraulic failure, level of ponding,�c ndih n of vegeta(i n, e2-5 t .) .rJ S uyC- dr .x CESSPOOLS: (locate on site plan) Number and configuration: Depth-top of liquid to inlet tnven: Depth of solids layer: Il, Depth of scum layer: Dimensions of cesspool. Materials of construction: 1QJ/ Indication of groundwater: inflow (cesspool must be pumped as pan of inspection) Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) PRIVY: �,�slL (locate on site plan) Materials of construction: Dimensions 2� _ Depth of solids Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) Ir•vl.•O 0//7S/97) ➢•9. 1 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FOR.'-', PART C SYSTEM INFORMATION (continued) Propeny Acdress: 2 Shortbeach Road Centerville,Mass . O»ner Don Bell Date of Inspection: 4/7�98 SKETCH OF SEWAGE DISPOSAL SYSTEM: ^•:lace ties to at least two permanent references landmarks or benchmarks locate all wells within 100' (Locate where public water supply comes into house) t �l 0w IV t i i ➢.9. 9 or 10 SUBSURFACE SEWAGE DISP S r'STEht INSPECTION FORIA SYSTEM INFOI. :;ON (continued) Properly address: 2 Shortbeach Road Centerville,Mass . Owner: Don Bell Date of Inspection: 4/7/98 �l Depth to Groundwater Feet Please indicate all the methods used to determine High GroundwalW Eip:a.ion: Ootained from Design Plans on record :CO�bseer-yll,on of Site (Abuning property, observation hole,/,basenxnr'simp etc.) Determine it from local Condit ons Cne.4 ith local Board of health Cnec� FEMA Maps zCnecx pumping records neck local excavators, installers Use '.'SCS Data Describe n your own words how you established the High Groun<Kvaur,E levation. Must be completed) Dug test hole down beside the infiltrators . Depth to water at hightide. 54" Wter is 3 ' below the leachin trench. It),( 10 r— - (• rrn r.-nrr-rr..m.-mrrmrr.r.rt.r.rr..:•.�.•+-r�.r:+rr-Rwr�m-ay nrr+-rsn n-n *r--s-r--.err_.-n-.---�-.,—.-- _. TOWN OF Barnstable WARD OF HEALTH I SUBSURFACR 9F.14AGF. DISPOSAL SYSTEM INSPECTION FORM - PART D - CF,II'rI FICnTI(.t+ -TYPO OR PRINT CUARLY- PROPERTY I NSPECT'ED STREET ADDRESS 2 Shortbeach Road Centerv�i/lle,Mass . _ ASSESSORS MAP , BLOCK AND PARCEL # OWNER' s NAME Don Bell PAR7' D - CERTIFICATION NAME OF INSPECTOR Joseph P.Macomber Jr. COMPANY NAME J.P.Macomber & ScrK 'Inc. COMPANY ADDRESS Box 66 Centerville,Mass . 02632 Street Town or City Stat• t:P COMPANY TELEPHONE ( 508 ) 775 - 3338 FAX (508 ) 790 - 1578 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposa-1 system f this address and that the information reported is true , accurate , and complete as of the time of .-inspection . The inspection was performed and an-., recommendations regarding upgrade , maintenance , and repair are cons = ster. t with my training and experience in the proper function and maintenance ,n site sewage disposal systems . Check ne : System PASSED The inspection which I have conducted has not found any information which indicates that the system fails to adequately protect public health or the environment as defined in 310 CMR 15 , 303 . Any fail .Ire criteria not evaluated are as stated in the FAILURE CRITERIA sec * ; C):) of this form . System FAILED* \ The inspection which I have con acted has found that the system fn ! : s .o Protect the public health and the environment in accordance wit`; Ti 1e 5 , 310 CMR 15 , 303 , and as specifically noted on PART C - FAILURE CRITERIA of this inspection for Inspector Signatur - f Date r One copy of this certification must be provided to the OWNER , the BUYER ( where applicable ) and the I3OARD OF HEAL'1'N . • If the inspection FAILED , this owner or `oporator ehall upgrade the ayeter^ within one year oC the date of the inspection , unless allowed or require otherwise as provided in 310 CMR 15 . 305 . I> cc _ r W j t y t b S tryv .�71 THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION BE IT KNOWN THAT Joseph P. Macomber, Jr. Has satisfied the Department's qualifications as required and is hereby authorized to use the title CERTIFIED TITLE 5 SYSTEM INSPECTOR as provided in 310 CMR 15 . 340 and Section 13 of Chapter 21 A of the General Laws. Issued by The Department of Environmental Protection. June 9. 1995 Actin}{ Lhrcct<ir 01 the 11il�ttiIon ot, W,11cr Pol](111m) ( unir ,l rro.._�/.:.2� .. Fic$.... ...30.00 THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE Appliration for Disposal Works Toustrurtinrt 1krutit Application is hereby made for a..Permit to Construct ( ) or Repair �X) aft "Individual Sewage Disposal System at: 2 Shortbeach Road Centerville on .....- -- ................. ", --.-..-------------... - - .._........-- - Bell Location-Address or Lot No. ._.. Owner Address W J Pa s�mb es �Ir...... - ------------•-----•----•---•-----------------.- ,� ---•*--- .................•----------....--•-•--- Installer Address Type of Buildit 2 Size Lot----------------------------Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) `4 Other—T e of Building No. of persons............................ Showers — Cafeteria a 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 ( ) aPercolation Test Results Performed by.......................................................................... Date.----------- Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water------------------------ (z, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-_._--_-.__-_-_-_-___- --------------------------------------------------------------------------------•---•--•••••-••••---........................................................ 0 Description of Soil........................................................................................................................................................................ v ......................................... and.--•--------------------------------------------•-------------------------------•---•------..._....------------ W .----------•-------------------- x ----------------------------- ------------------------------------ .......................................................... U Nature of Repairs or Alterations—Answer when a plicable-:!150og-a1lon--tank Wieghted and waterproofed and water tight._.. .pump chamber 3 Flowdiffussors. Ligh C Klarm ----- -- -------- ----- Agreement: - The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliancp has bee iss wdlb the board f hea h. Signed ...... 28 91° --- Dare Application Approved By --------- ..... . ... ' ��' Application Disapproved for the following reasons- --------------------------------------------------------------------------------------------------------------------------........... --------------------------------------------------------------- - ------------ - -- ------------------------------------------ --------------------........................................... ------------ q Dace PermitNo. Z/l`--as-�---------------------_-_ Issued --------- ------------------------------------------ Dare r �r .00 ..................... THE COMMONWEALTH OF MASSACHUSETTS _ .._ �, BOARD �OF HEALTH TOWN OF BARNSTABLE '' s^ ` Appliration for Dwpostt1, .ark, T. onotrnrtilan ramit y t Application is hereby made for a Permit`to Construct ( ) or Repair �X) an`Individual Sewage Disposal System at: 2 Shortbeach Road Centerville .... __....._.._...... ....................................... .. - = ---- - Bell Location-Addr.ess or Lot No. f owner,< Address aJ.....x ... Qmhe-_-..: .rb ::.`s.._..d.................................... ......-•••...........•-••-••••-•--••••--•••-••----•••--••--•-••••••-•......-•••••......•-•---••--- Installer .% Address d Type of Buildi `� 3 . Size Lot,............�_________....Sq. feet U Dwelling-No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............:.............. No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures ---------------------•------------------- ----------------•-----------------------------------------------------•---•----•----------------------- I W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter---------------- Depth................ , e x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leeching area..........•.......sq. fI Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by....................•..................................................... Date........................................ Test,Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water....... ......... G� Test Pit No. 2................minutes per inch Depth of Test Pit.__.........._.._._. Depth to ground water........ ............... a� ODescription of Soil...................................................;...------------------------ .....-------------•----...........-•----------...............................---.. v {..... ................•----------Sand..--••-•------•------------••--•. UNature of Repairs or Alterations—Answer when a plicable..I_-l-50!)�al,10n-_taD k...W Legeb tead...a-n- ......... retemroofed and water tight._...-pump .chamber 3__.Flowdiff�s-sors. Agreement: �,i ht & l�larm--------- •---- The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned,further agrees not to place the system in operation until a Certificate of Complian a has been issued by the board of health. Signed9/28/91 lYa ZA � . ---;�_f__ to Application Approved BY j�/..... ..... .... w r, — J .. Dace - Application Disapproved for the following reasons: -----------=-- -------------------------------------------------------- .................................... Dare PermitNo. .....-..../. . . i�. ............................ Issued ................................................................... Date f,. W THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE C erti rate of 01.10raptian e THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired:(M ) byJL.P tMac Omb a x'....JR.a--------------------------------------------------------------------------------------- ---------------------------------------- ............... .............................. 2 Shortbea ��P Rde_nterville Installer has been installed itaccordanceth the provisions of TITLE 5 of The State^ vir nme.ntal Code as described in the application for Disposal Works Construction Permit No. ......9/...... .. dated ................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. . DATE............................... ...`.>{ J ---------------------- Inspector .------.......................t..��...� THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Disposal 10orks Tano#rnr#iun "prrnti# J.P.Mac_ o_ mber Jr. to Construct ( is hereby or Ry a�a)(X,7)nted •."p In�ivi�iu 1 Se.rage Disposal Systl ....--•................•--......._.......---.._...........•--....-...... 2 ShortbeacI oat �,I I a v l� em atNo... ----- -• --........-•--•.................................. Street (� as shown on the application for Disposal Works Construction Permit No. -.: a �. Dated.......................................... ..1.. ..................... ...•••.-.-----...._ U Health Board of Health DATE.................... .... � -------------•-•------- FORM 36508 HOBBS 6 WARREN.INC..PUBLISHERS TOWN OF BARNSTABLE cy LOCATION 2 Short Beach Road SEWAGE # 222 VILLAGE Centerville ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. J.P•Macomber Jr. SEPTIC'TANK CAPACITY 1-1000 LEACHING FACILITY:(type) 3-diffussors (size) 2500 NO. OF BEDROOMS 2 PRIVATE WELL OR PUBLIC WATER '•w• BUILDER OR OWNER Don Bell DATE PERMIT ISSUED: 5/29/91 DATE COMPLIANCE ISSUED: 6/19/91 VARIANCE GRANTED: Yes No 9 IF 119 f T 41 A THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION; BE IT KNOWN THAT Joseph A Macomber, Jr. M 0-1 Has satisfied the Department's qualifications as required and is hereby authorized to use the title CERTIFIED TITTLE 5 SYSTEM INSPECTOR as provided in 310 CMR 15.340 and Section 13 of Chapter 21 A of the General I..aws. Issued by The Department of Environmental Protection. ' Actuiy (.tirrcr ! )!u• 1)rYs`.i >ri I Wat •r �' Ilttiits ► ;u_r • ! ; ems: t ERT ARCHITECTS,INC. ARCRfIE- CONSTRUCTION F 3 nreRloRs nu+c \\\ j: 9 N STREET, DI - 9 PO BOX343 \ / YARMOUTHPORT, MA 02675 "a6s' ............ .. .. ... r tel (508) 362-8883 (� 1 I fox (508) 362-4883 I I s j f H I F I I{ I I --————————_sili II -- I _ --- .." —————————— NEW RESIDENCE FOR CUSTOM MNDOW HEADERS FOR: N, I FYPON BRAG #OTIOO - MAHOGANY RULING PAR ) I I �l.1 H I I' ry 'I 1%a MAHOG NY PECKING ON L I ^"-'„' p„ -- P.T.DECK F�AWNC LJ IU —t- N I...I I ;� FRED&BOBBI JO --- i - �' _ TONSBERG BPoCKSTEPS .. - .:..:.. -...:_... ......:_ `_-.:..- _........_... .. .......:._..1 ,-PROPOSED FRONT/SOUTH ELEVATION U PROPOSED REAR/NORTH ELEVATION 4 SHORT BEACH ROAD \ CENITERVILLE,MA COPPER ROOF CUSTOM CUPCA � AN S1 Ii�' •n_b51 I ROOFITELTURa ASPHALT 9911 NNGGl1EE55 .............. GUTTERUY SEAMLESS / \ // \ IX4.1%,0.1%6 RAIQ BOARDS '/ 77,11 / ... I - -__---- J .. --- :� .: THESE PLANS ARE NOT TO BE USED SECOND BOOR - .I III FOR PERMITTNG OR RPOSES UNLESS STAMPEDSLI SIGNED EL 21'6 1/S -.� - - -------SECM FLOOR PU MTH AN OPoGINAL ARCHITECT'S %8 FASd EL 21- /2 ST v SIGMA u K Iz8 SOfTI AS'T'ERurt Y OR"CONSiRUCiIONE SET^. W4.1%B iRIE2E BOARD I III4 ............._I I .I DATE ISSUED: 07.21.06 W.C.SNINGIES AI I I :..:.;I I^: ❑S -` 1 1%5.Iz6 CORNER BOARDS �� I : { REVISIONS: Z'R.C.SI I 1 DEL.ST FLOOR II'81/4'- �2 2 FIRST FL00R T.O.FDN -EL W-V BRICK STEPS PROPOSED RIGHT/EAST ELEVATION PROPOSED LE:•T/WEST ELEVATION PERMIT SET PROGRESS SET PRICING SET i �e'-D• PROGRESS SET °,� DECK /� I 'o KITCHEN 1.... `BATH ==AT LIVING AREA W _....... 1 i.... - BEDROOM REGISTRATION BDILT-INS M. BEDROOM !� HALL o � . ...... DINING SCALE:1 UNLESS OTHERWISE NOTED. FOYE CLOSET SHEET N0. UP TOTAL NUMBER OF SHEETS w SET: { PROPOSED SECOND FLOOR PLAN 10 726 S.F. THIS SHEET INVALID PROPOSED FIRST FLOOR_PLAN b UNLESS ACCOMPANIED BY �829 S.F. A COMPLETE SET OF WORKING DRAWINGS �1 } \- ERT / ' ARCHITECTS,INC. ARCRITECT11R6 CONSTRucC N 939 MAIN STREET, D1/ ~ PO BOX 343 _ .., _..._. / ..., f _ _...,._.:...::__....:._ _..... -- YARMOUTHPORT MA 7 .. \ i 026 5 tel (508) 362-8883 i--7 �.� P 2 ; fox (508) 362-4883 2 1 ..V 4 I { ` I I ...mrueanrenwr I! l l III I I r .. -------- _ �qf a ---- CUSTOM WNEN)w HEADERS- r -p �, —————————— NEW RESIDENCE FOR FWON BRACKET pzlRD '�• i " ® - i _ _ FOR: 1YAnO/W�Ny RMUNG PARTSI—{I V%T OECN TRNY OF—IMC ON l �I•. J . 6 z AMW I I 7 { L� e e I II a I I-- z �i:' I� iilo e6z li i1 TYLi6 2 I r � FRED&BOBBI 70 EEIJTONSBERG y. 7. Bm STEPS UEDPROPOS FRONT/SOUTH ELEVATION PROPOSED REAR/NORTH ELEVATION 4 SHORT BEACH ROAD i . CENTERVILLE,MA COPPER ROOF CUSTOM CUPOLA AN 5l fil, I/j•Sml i / �. NDOFI911NGLE5 ASPHALT / \: ,� Ab1pUM SEAYLE55 :_ \ .. .\ � I lX4,lXlO.lX6 RAKE BOARDS J �.�- THESE PLM1S ARE NOT TO BE USED ECOND BOOR f _ \ PUFOR PERMITTNG RPOSES UNLESS OST u E SS SECONO FLOOR D&S'ED 1%e FASp 6 1 EL 21- /Y STAMP AND —TURE 1%4.1XS FRIEZE BOAR ` ::'::I I.:. AS'PERMIT SETTyOR^CONS e Cl10NE SET•. Ii 1X4 w1NDpw TRIM .� I ISSUED: DATE W.C.SHINGLES t I I ^I I I� ` I r_I I D: 07.21.06 lx5.l%6 CORNER BOAaDs I :{i I I i'' k i'3' REVISIONS: 2"R.C.4 &,.�sW--811/4•- Bz e�z i ----- FIRST R6OOR 0.TEN T.O.FDN BRICK STEPS EL � U PROPOSED RIGHT/EAST ELEVATION U PROPOSED LEFT/WEST ELEVATION PERMIT SET PROGRESS SET PRICING SET PROGRESS SET till ._.,..., j oJ� 6T A H.._ }} 1. DECK KITCHEN LIVING AREAS BATH BATH Ell BEDROOM ... REGISTRATION BUILT-INs M. BEDROOM '� HALL ` /� ?I SCALE: 3/16--1'-0' DINING UNLESS OTHERWISE NOTED. FOYE I i CLOSET SHEET No. I � .... D TOTAL NUMBER OF SHEETS ..._.....—..._...........:: IN SET: F PROPOSED SECOND FLOOR PLAN 10 PROPOSED FIRST FLOOR PLAN 726 S.F. THIS SHEET INVALID UNLESS ACCOMPANIED BY 829 S.F. ` A COMPLETE SET OF ;i WORKING DRAWINGS �i BENCHMARK 10' 20 F-T. MINIMUM FROM CELLAR SOIL TEST Qsa MINIMUM FROM SLAB OR C SPACE TOP OF FOUNDATION DATE OF SOIL TEST ELEV f / • 2.S 10 FT. MINIMUM CLEAN SAND SOIL TEST DONE BY C.R. SHORT. P.E. NG�Z ELC V. /O•SB,v�s�x 24" MANHOLE WITNESSED BY Dam "� � COVER LOAM AND SEED OBSERVATION HOLE 2 ELEV•= ,�•�" { BLOWER F.A.S.T. ® 4" SCHEDULE 40 PVC PIPE PERCOLATION RATE '- 2 MIN./INCH AT �¢2 INCHES O TREATMENT PLANT MIN. PITCH 1/8" PER FT. �- 2" LAYER C PT S�<c., 9 1/8" TO 1/ " DEPTH HORIZ TEXTURE COLOR MOTT. OTHER L oa rn Z..? X WASHED S7 NE VENT LEGEND: y �o Z- l a•o ' E L NOT REQUIRED EXISTING SPOT ELEVATION 00 0 4" CAST IRON PIPE E� /o.IO _ (OR EQUAL) MINIMUM INSTALL EXISTING CONTOUR ----00--x- �pa� PITCH 1/4'AL PER FT. I z 1 CU. FT. OF 2-Sy I3�C/c.vAr,EIZ SPEED LEVELS I FINAL CONTOUR ELEVATION 00.0 r� � CONCRETE /7 r s/4 v A <v� ff MORE THAN I ANCHOR SOIL 'TEST LOCATION FLOW 1 OUTLET E L . 7%lr °' & M e d,u LINE - UTILITY POLE -O- 3L'' C� To 7/3 F'x i 1 7- AJ EL.EV• _ `/'a0 TOWN WATER �•w�w T 10" T-0. o o � oo °?0°" °i LEV. = 7.�Z CATCH BASIN (®� C o /o V/z r F a un/7p.�4 7 Q'� 8.7� MIN. EI E . - LEA' ° ° - GAS LINE G= C 2. 'EL Lry G. 3 ELEV. = 8.. 6•SUIT -ELEV.-car.Z 9 I CESSFOOL Q C.P. z ELEV. = e• DISTRIBUTION �,.= I CLEAN-OUT moo. 8.?S 3 HIGH CAPACITY EINN INFILTRATORS WITH I Mtd/ „-, /�y� BOX Y O M/ L V/n/YL (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED 90 rL- 2.4 IF MORE THAN ONE OUTLET I! x 2.2,S 7( /� TRENCH FORMATION -� PVT 1500 GALLON WATER ENCOUNTERED AT �_ ELEV. A csI'�"' sT SEPTIC TANK fro BE PLACED ON FIRM BASE) SOIL ABSORPTION N WELL Na�� fa vtia 3/4•TO 1 1/2• SYSTEM (SAS) INDEX DESIGN CALCULATIONS a Al w�/=A•S.T' TWICE wASHFD STONE U Z c ADJUST - A 7-/ - M44 V/ Q c L E✓ Z V') NUMBER OF BmR00MS 2 USGS PROBABLE WATER TABLE ELF J. _ _ - GABBAM DLSPOSAL UbU NO SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( 10/ I'7/'DO) ELEV. _ / 0 TOTAL WrIMATED FLOW NOT TO SCALE BOTTOM OF TEST HOLE ELF'','. _ 4.0 fLE 5 VARIANCES REQUIRED CTION 15:21 l MINIMUM SETBACK DISI ANCES (110 GAL/BR/DAY X Z BR) 220 GAL./DAY T/.04r /L-9 A-#C'.�._ �.._.. . 3'Z� � SEPTIC TANK TO PROPERTY LINE- 10' REQUIRED YDQJIM S13 MC TANK CAPACITY L�GAL. NG VDU 1 .__� 9 z /, �+ A T VARIANCE RE`:)UESTED AMAL SIZE OF SEPTIC TANK 1500 (yam,, ------- -~ 2Q .SEPTIC TANK TO CELLAR WALL- 10' REQUIRED .7A 9'VARIANCE REQUESTEDA�N s o DESIGN PERCOLATION RATE NdINJIN. M.^"CO�resrRSOM ti 3.000 M N W „� Z as / Z . 3 /V G VID 0 S.A.S.TO PROPERTY LINE- O'REQUIRED EFFLUHKr LOADING RATE 0.74 GAL/DAY/SF. MWAAN Qii6.gntEM M Fb--M000 PS :. __-_....___ _.._ --- A 3' VARIANCE REQUESTED S+ G 3- I�AC> IliG AREA 1 x ZZ, 7.c i Z_ _3IC SQ.Fr. ALL wNNr�rnNasaL,r.�s roaETMaei 000F ® S.A.S.TO CELLAR WALL- 10-REQUIRED ARG�VENE]Ek A 3'VARIANCE REQUESTED arocxADe�LAB 50 S.A.S.TO WETLAND-50'REQUIRED 0 LEAC1r3ING CAPACITY(AREA X RAM 2-z 4 GAi-/UAY mlcco OR SHRUM �!RE BAR ALL AROUND 3 lC.74. rDPwiaova+LAas A 29'VARIANCE REQUESTED a�v 47 Ir-r' © SECTION 15:103 METHOD G DETERMINING MAX. I;ESERVE LE AGEING CAPACTIY '`-'4 GALJDAY HIGH GROU ID WATER 23.f''x 74- 12 ir �,M„ A VARIANCE 70 USE MEAN HIGH WATER NOTES: ReaARSQTro.a INSTEAD OF U'�GS METHOD 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P: i 70 SECTION 15:255(2)(y)CONSTRUCTION IN FILL TITLE S AND THE TOWN RULES AND REGULATIONS FOR THE _ �R£$ARSQ PO.C. l_ �' As?HALrcoAr a oouRl F �j L DISTANCE FROM EDC'iE OF S.A.S.TO BREAKOUT O .� ,l. �„ EMILaOLYSEALAr,r • � SUBSURFACE DISPOSAL OF SEWAGE. aFv y BARRIER WALL SHOULD BE AT LEAST 10' 2• ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WI•I'HUN 60 aFv r f I ' FALL A 6'VARIANCE REQUESTED OF FINISHED GRADE. b8. SECTION 15:248(1)RESERVE.S.A.S. _ / v 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF 1. RESERVE S.A.S.AREA FOR NEW CONSTRUCTION LO,G, oT�oc F,a,/T-7,,= C�Cf' A VARIANCE REQUESTED NOT TO PROVIDE RESERVE WTTHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN o77- ���ARs Y/t ` T 10 FT. OF DRNES OR PARKING AREAS. H-20 LOADING SHALL.BE USED Fly ASSHMN SECTION 15:228(1) UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. ++ T e ,•� . . -W!i-----70 "� ` I. MINIMUM COVER OVER SEPTIC TANK IS 9" Fyt,!]_3 WATr12 (ADJU,'vT) _1 .r=.�� ry4p` �� �� - '-� - { A 6"V RI.4NCI- IS REQUESTED 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE i ' ELEV 1.0 WATER (OaSERVB� ' 1 SEE SHEET I OF?FOR •EJ3 1'? iru� 4: v ,. �+"�. TOWN OF BARNSTABLE HEALTH REwiLA'TIONS , ,.,... . �,.�'� � -,r s/9L 7- 1L S MINIMUM DISTANCE OF SEPTIC SYSTEM FROM WETLAND IS 100' S. NO DETERMINATION H,;S BEEN MADE AS TO COMPLI.'.NCB ri:iN 11 L ,fO) A 5T VARIANCE REQUESTED FOR SEPTIC TANK DEEDED OR ZONING REGULATIONS.OWNER/APPLICANT IS TO OSTAS CROSS SECTION / y� (IA 79'VARIANCE REQUESTID FOR S.A.S. SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. (i21 SECTION 1.14 TOWN METHOD OF CALCULATING CAPACITY 6. LnM TTIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION 2.3 ITE.�_ VARIANCE TO USE TITLE 5 METHOD ONLY CONTRACTOR IS TO CALL "DIG-SAFE" AT 1-9811-344-7233 AT LZAST'72 �, / HOURS PRIOR TO COMMENCING WORK ON S \ VA /A.�J C S Ga l2H •�Fv y '� �` ���' �/ 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS 4,� W A T' A^gyp SITE CONDITIONS PRIOR TO COMMENCING WORK ON STTB. ANY _ ` J-D _ �� 5 �_ • x C9 \ Q L/L•c S AD To 43 Z VARIATION IS TO BE BROUGHT TO THE ATTENTION OB THE L1 WN [��• ` �L i rI /�/A �"C'D ENGINEER IA®rfEDiATELY. a o0 8. PARCEL IS IN FLOOD ZONE I a w L 1l, ;r l RM 2So00 l 811 SOIL ABSORPTION SYSTEM 9. LOT IS SHOWN ON ASSESSORS MAP 2oL AS PARCEL 4♦ . 10. EXISTING SANITARY DISPOSAL SYSTEM TO BE PULP®AND REMOVED 1^ •r �� CONCRETE BREAKOUT BARRIER WALL c i S Tq�•�ED HAY x�` r I - /o 11. ALL UNSUITABLE MATERIAL SHALL BB REMOVED FROM UNDER,AND (� JLi Fv),.LA"rrS 4' /�' i O(!''C K I 'i 7 FOR A MINIMUN OF S FEET FROM AROUND THE SOB. ABSORPTION r� I IQ SYSTEM, AND BE REPLACED WITH SAND AS SPECdFIF.D 1N 310 CIL L° I I U 15.255:(3)(LE.TITLE 5)IF ENCOUNTERED BELOW SAS.PIPE AIVMST. DIST. BOX „r L , .•� iT EXISTING BUILDING SOIL TEST as ,cam �,S L, I , ,., ------- APPROVED: BOARD OF HEALTH 1\ p ' 3 v/tiyl DATE AGENT - SE.PTIC TANK I E►IUVEWAY TCPu" TAB� W/F.A.S.T. 3 PROPOSED SEPTIC DESIGN _s�-E .vary /© 3� 1(• / FOR FRED TONSBERG PROJECT LOCATION ra ,0 2 SHORT BEACH ROAD SHORT BEACH ROAD � :E-�o�-,��--�-,� a/ CENTERVILLE MASS a�� s CRAIG R. SHORT S� PROFESSIONAL ENGINEER 508- P. 0. BOX 1044 _ Locus 398-8311 SOUTH DENNIS, MASS. 02660 ROBIN � �� /y -'Zo DATE 2�e�o c� SCALE 1 = 20 r V.ILI'A REVISED JOB N0. CK','T S G v"�D I p er p o%J /// L/�/ l - 7S C LOCATION MAP REVISED SHEET / OF 1 9 21 O 1997 C.R. SHORT, P.E. 1/� � BENCHMARK ti G vD 20 F7. MINIMUM FROM CELLAR SOIL TEST TOP OF FOUNDATION __ 10' MINIMUM FROM SLAB OR CRAWL SPACE _ DATE OF SOIL TEST _�����/o� 9 SOIL TEST DONE BY C.R SHORT, P.E. ELEV. _ ' c 10 F-T. MINIMUM CLEAN SAND WITNESSED BY 0&A..�0 ► 24' MANHOLE - — N�'N COVER M ( C 12 LOAM AND SEED OBSERVATION HOLE 2 ELEv.=- -:7 r REMOTE IV BLOWER F.A.S.T. 4' SCHEDULE 40 PVC PIPE PERCOLATION RATE < MIN./INCH A 2 '¢Z pr Si« TREATMENT PLANT MIN. PITCH 1/8" PER FT. 2' LAYER OF T INCHES i c cf "• 1/8" TO 1/2 DEPTH HORIZ TEXTURE COLOR MOTT. OTHER ---- '12"n�✓ v.` WASHED STONE VENT LEGEND- L oomy 2.J'l �o —� G 4" CAST IRON PIPE K 1 i0.17 FL .7. NOT REQUIRED EXISTING SPOT ELEVATION 00„0 .T s�r' w�9ac (OR EQUAL) MINIMUM PITCH 1/4- PER FT. INSTALL Z EXISTING CONTOUR - --00---- Z• sy L3 A C/r.�n7-,ElT SPEED LEVELS _ 1 CU. FT. OF FINAL SPOT ELEVATION 00. , IF MORE THAN \ CONCRETE 7 Q S/4 ,� ANCHOR FlNA1 CONTOUR / FLOW 1 OUTLET __ , 7Ir SOIL TEST LOCATION 9•C.'/G./ -Flo- LINE _ f UTILITY POLE -Q M e d Z .Sy ELEV. _ ° �" maw ��a o TOWN WATER W'��.,- — Cr Ts 7�3 F n vni 17.o 7 '�a ti/ T 1 p' - 2 0• Flo �� 10" - �•� CATCH BASIN _ 6.7v� FAIN. El E V. J 6'S11AQ � V �. 2 9 ° _� � IQ° ° I ITV. GAS LINE G�®� C 2 L,/may /a Y2 y 3 � ,C'LG`V G, 3 ELE'Y. - 6.'4.� `� '.._.__..._- � � CESSPOOL Q C.P. 4L , /1 Nam,,,,, O-K � ELEV = 6,�- DISTRIBUTION CLEANOUT �o _ C I�4A � //. Ar F L L v �,O + BOX �` `� HIGH CAPASTONEIIIN ANATORS WITH G/'e , 41 Q M 1 L �//lvYL (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED )) r L'► •.S x /% TRENCH FORMATION 2- •�•�!� P v 7- 1500 GALLON LF MORE THAN ONE OUTLET I SEPTIC TANK v WELL WATER ENCOUNTERED AT �_ ELEV. sT• (PO BE PLACED ON FIRM BASF J SOIL ABSORPTION ZONE Nau1� fC v,utD - 3/4•TO1 1R• SYSTEM (SAS) n INDEX — T�aN c �) s r v M zE-� TWICE WASHED STONE - ADJUST—_ DESIGN CALCULATIONS fO.E . c O-FA.Sr� �.- y - /,I I., .3 = 5 ✓ 2_ NUMBER OF BIDROOMS 2 E SEWAGE DISPOSAL SYSTEM PROFILE f OBSERVEDUSGS WATERROBABLE TABLE ( WA%1-70� ELE\. = —�-� T� Hsu No NOT TO SCALE BOTTOM OF TEST HOLE ELE`,. _ fLE S VARIANCES REQUIRED NOT ESTIDdAIm FLAW CTION 15 211 MINIMUM SETBACK DISTANCES (I 10 GALJBR/DAY X BR-) - GAL /DAY / T'/L►CP� /L.-I i.- C-w 92!- = 3' Z O SEPTIC TANK TO PROPERTY LINE. - II► REQUIRED REQULYFD SEPTIC TANK CAPACITY ISOO GAL J f M s,L _ A./G VD +ol-/ A 7- VARIANCE REQUESTED ACMAL•SIZE OF SEPTIC TANK 1500 GAL 20 C SEPTIC TANK TO CELLAR WALL- 10- REQUIRED SOIL LAS.SWIICATION I $!Iq •t tea"L 2 s /i1 7OYr'3 '? A 9' VARIANCE REQUESTED DESIGN P'�tC,OLATION RATE < 5 IrQNJ1N. VD 3. S.A S TO PROPERTY LINE- 10' REQUIRED w"e�s>,�a F•0 00: M y -► 2 a ' _ N�r• FFFLILIEN I'LOADING RATE 0 7/ GAUDAY/S.F Ai aCOWcL. UN&�s rom-tm�coc* A-?' VARIANCE REQUESTED _ — ® S.A S TO CELLAR WALL- 10' REQUIRED iEACJ�r�''� 1 � " �Z� �� - ?c2 SQ. Fr. nAtAL,lv4ElUi A 3 VARIANCE REQUESTED LEACHING CSI S A S TO WETLAND-- 50'REQUIRED 74 arnccnoE r-ar,E urr>c�. � _��AL.�� G CAPACITY(AREA X RA - - GALIDA rn,ew.OltsHwjw 1? T°PWTO V0"'-^°8 o s A 29'VARIANCE REQUESTED -3 J 6 SECTION 15:103 METHOD OF DETERMINING MAX RFSFRVE LLACI NG CAPACITY h'A GAL.JDAY l HIGH GROUND WATER T"G W N 1 Z 2 3 s- 'x . 7Cf I rrh A VARIANCE TO USE MEAN HIGH WATER NOTES: t, RE41AR501Wo` \ INSTEAD OF USGS METHOD I All WORKMANSHIP ;ND NIATER1AIS SHAH- CONFORM TO D.E.P _ �KeawsQ rcc SECTION I i:2554)(y )CONSTRUCTION IN FILL TITLE 5 AND THi TOWN RULES AND REGULATIONS FOR THE -- /', 'e • e %QATS�I& \ I DISTANCE FROM EDGE OF S.A.S.TO BREAKOUT � ,�„ u�,�,� '�'' SUBSURFACE DISPOSAL OF SEWAGE :, '�, BARRIER WALL SHOULDBE AT LEAST 10' ♦ All. COVERS TO SANITARY UNITS SHALT. BE BROUGHT TO WITHIN 6' env rr I �4�ft..L I ,'j., A 6' VARIANCE REQUESTED / \ j 8 SECTION 15 248(I)RESERVE S.A S OF FINISHED GRADE .. 4 OF LO8AR5�'S O.0 �/' J� `�—�•1O14G G f"�/ T.f 1Z Y'i L � E R � I RESERVES.4.5 AREA FOR�W CONSTRUCTION 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE �� A VARIANCE REQUESTED NOT TO PROVIDE RESERVE WITHSTANDING H-10 L ), DLNG UNLESS THEY ARE UNDER OR WITHIN � REAM 10 FT OF DRIVES UK PARKING AREAS H-20 LOADING SHALL 9E USED a Ev o \ s sr,owr+ 1 SECTION 15.228(l) • i .' '�► �v„WAS > ti�i?��y�wr�s,� � �_• � I MINIMUM COVER OVER SEPTIC TANK IS 9' UNDER OR WITHIN IU FT OF DIIIVFS OR PAR]GNG AREAS n C A 6"VARIANCE IS REQUESTED 4 ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL. iW ELFv i.o WATO ( S�:.MEE t OF:wA ,L �, ♦ •ST a • F E A T'U T M �� S /y \ ♦ iO:i'iv�E 6Ai2 ..,.:.3....L'L....L.. .. 4Er11! AT;[)NC MORTARED IN PLACE MINIMUM DISTANCE OF SEPTIC SYSTEM FROM WETLAND IS 1(H)' 5 NO UCIL'KMLNAI lUry hi+a i Lc% A 5T VARIANCE REQUESTED FOR SEPTIC TANK DEEDED OR ZONING REGULATIONS OV.'NEK 'APPUCANT IS TO OBTAIN CROSS SECTION �lv_ �G (I I. A 79' VARIANCE REQUESTED FOR S AS SUCH DETERMINATION FROM APPROPRIATE ALTHOiIITY \ tFl SECTION 1.14 TOWN METHOD OF CA LCULATING CAPACITY o UTILITIES SHOWN ARE APPROXIMATE ONLY. EXCAVATION VARIANCE TO USE TITLE 5 METHOD ONLY CON'TKACTOR L5 TO CALL "DIG-SAFE" AT 1-88u-344-M3 AT LEAST 72 { V HOURS PRIOR TO COMMENCING WORK ON SITE M H 7 CONTRACTOR IS TO VEkIFY GRADES AND ELEVATIONS AS WBL1. AS SI'[Tr CONDITIONS PR10R TO COMMF:AICAIO WORM ON SITS ANY Q LI4 K N ,eAD ro 43G VARIATION LS TO HE BROUGHT TO THE ATTENTION OF THE DESM u Firx1 c, ENGINEER LMbiF.D1ATELY FD 8 PARCEL IS ENFLOOD ZONE /O e L I I, ;r►RM 2.f000 I o ov�D vRyw EI-- SOIL ABSORPTION SYSTEM 9 LOT IS SHOWN ON ASSESSORS MAP a0L AS PARCEL -4 10 EXISTING SANITARY DISPOSAL SYSTEM TO BE PUMPED AND XEMOVED CONCRETE BREAKOUT BARRIER WALL S TQK+s+'r' NAY I Aix JrII_ 11 ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROMUNDER, AND (R B ryL �/� DECK I ,� - 7-t ( FOR A M NIMUN OF 5 FEET FROM AROUND THE SOB. ABSORPTION ra,k- I I - I •++� EoP� SYSTEM AND BE REPLACED WITH SAND AS S".M= IN 310 C10t 15.235 (3)Q.E TITLE 5)IF ENCOUNTERED BELOW SAS. PIPEIN11UT. DIST BOX �c. ; .•-( Or EXISTING BUILDING \ I 4 �fE �/o rt" 'SOIL TEST To n I y.� APPROVED : BOARD OF HEALTH vl S� s'I• A 3� - -- -- — -- - yj �, SEPTIC TANK DRIVEWAY DATE AGENT ' i _ � / — - -- -------- - -- ---- �•' -s7� pomp ,�c VI/F.A.S.T. � - -- - -- -- 3t tivl, cs�o) 3 PROPOSED SEPTIC DESIGN � -'• y%-•� �sEEa,l�Trr /v .� / � �'�' FOR i ' Irk FRED TONSBERG "_' G-f \mil 1 S•I PROJECT LOCATION ` D i ��-'- �llulzl ��,,� >"© �E' 2 SHORT BEACH ROAD ���« ROAD r��c�c,q --�-� CENTERVILLE MASS o - CRAIG R. SHORT PROFES&ONA!_ ENGINEER ��`,t� 508- P. 0. BOX 1044 Locus �w 398-8311 SOUTH DENNIS, MASS. 02660 s- 11 OF �P_� - S` / ��LL � C:r ly AS 4C. ROBIN2� DATE z/6/o SCALE ,� _ 20 , I CRAIG "'II�A r IE _ SHORT CIVIL,10. 27483 ).. �n� NA ivT.,, C�4r T S O v .�rJ REcVISIEDor. / / /�' JOB N0. _ 8 75 FF 11v \S.1GN; REVISED 2 G S SHEET i OF LOCATION MAP l / 9 2 ) 01997 C.R. SHORT, P.E. L-- - r FIRST FL. ELEV. 11.71' PROVIDE TUF-TITE EF-4 SYSTEM PROFILE EFFLUENT FILTER WITH GAS 4" PVC W/FEMALE ADAPTOR & THREADED PLUG LEGEND SEPTIC DESIGN. TOP FNDN. AT EL. 11.5' OR EQUAL)) 6 MULCH COVER BAFFLE (NOT TO SCALE) CLEANOUT TO GRADE. TYPICAL WHERE INDICATED 1.5"0 THREADED END CONNECTION 100.0 PROPOSED SPOT ELEVATION GARBAGE DISPOSER IS NOT ALLOWED ON END SWEEP ELL/RISER COL ,tS'" PROP. VENT SCH 40 PVC TO WITHIN 4" OF GRADE 1 O.Bf' 101' 1.5" FORCE h AIN [CLOTH R 2" DOUBLE WASHED PEASTONE 100x0 EXISTING SPOT ELEVATION DESIGN FLOW: 2 BEDROOMS ® 110 GPD = 220 GPD 11.0' TO RSF9 3' NOTES 100 USE A 220 GPD DESIGN FLOW * _' " A DAM PROPOSED CONTOUR ' ' _ WEEP ELL OR (2) 45'S 1• DATUM IS NGVD M28QQ) Ai Horseshoe [n SEPTIC TANK: 220 GPD (2) = 440 PROPOSED 1500 PROPOSED 1000 / GALLON RECIRCULATION I }'y ^ ` 11 7.58' 2. MUNICIPAL WATER IS AVAILABLE �y - - 100 - - EXISTING CONTOUR USE A 1500 GALLON SEPTIC TANK GALLON SEPTIC 7.87• CHAMBER (H-10 ) EL 6.45' 0.58' lQ�� WITH RECIRCULATION TANK & RECIRC. SAND FILTER 8•12 TANK (H- 10 6.0 (SEE DETAIL) 4" SLOTTED PVC7 7.0' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. LEACHING: " OUTLET �- - 37.5' ��It. 4 PVC TO RECIRC. TO SEPTIC TANK 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10 S SIDES: N/A TANK INLET (80% OF INLET (9 QUICK4 INFILTRATORS IN lOW) INLET OF Flow) EACH OF 2 ROWS) 5. PIPE JOINTS TO BE MADE WATERTIGHT. Nantucket BOTTOM 220/1.5=148 SF. REQ. MIN. ( 1 % SLOPE) ( 1 x SLOPE) 5.0' ( % SLOPE) 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. Sound TOTAL: 210 S.F. 155 GPD 6" CRUSHED STONE OR MECHANICAL 44 SF RSF PRESSURE DOSED FIELD ENVIRONMENTAL CODE TITLE V. USE PRESSURE DOSE FIELD COMPACTION. (15.221 [21) 7.(SEE DETAIL SHT 2) (SEE DETAIL) IN CONFIGURATION SHOWN (SEE DETAIL 2nd SHEET) DESIGN GROUNDWATER ELEV. USED I FOR LOT S PLAN I LINERSTAKIINGSED WORK ONLY AND NOT TO BE LOCUS MAP * NOTE: 2 BEDROOM DEED RESTRICTION REQUIRED 2.0'. SEE NOTE ® THIS 1 AND 2 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. NOT TO SCALE NOTE: FLOODZONE FOUNDATION DESIGN BY OTHERS 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT ASSESSORS MAP 206 PARCEL 44 MA INSPECTION B'( BOARD OF HEALTH AND PERMISSION OBTAINED LOCUS IS WITHIN FEMA FLOOD ZONE APPROVED DATE BOARD OF HEALTH FROM BOARD OF HEALTH. Al EL 11 AS SHOWN ON COMMUNITY PANEL #250001 0008D 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE DATED 7/2/92 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR ENTIRE SITE IS WITHIN RIVERFRONT AREA TO COMMENCEMENT OF WORK. SITE IS WITHIN AP DISTRICT `\ PROPOSED DISTURBED AREAS WITHIN RIVERFRONT (ENTIRE SITE) om�� 11. DRYWELLS f DRIP TRENCHES REQUIRED FOR ROOF RUN-OFF ZONING: RD-1 2" \`\ 12. ALL DISTURBED AREAS TO BE VEGETATED UPON COMPLETION Shill drive: 574 sf ` )h Steps: 40 sf CENTERVILLE OF CONSTRUCTION SM 8 `, •\ House: 864 sf RIVER TEST HOLE LOGS �i �l Deck: 227 sf TIDAL awr rw� / sr 4 N, \ ii �•: � 1, \ Lawn: 600 sf ( ) \ Retaining wall (contains septic system): 808 at / \ ♦ 'p,� ENGINEER: DAVID FLAHERIY, RS ENGINEER: C.R. SHORT, PE ?; DON DESMARAIS, RS DONNA MIORANDI, RS 4 WITNESS: WITNESS: •� \` EXISTING DISTURBED AREAS WITHIN RIVERFRONT (ENTIRE SITE) J f' %•�aL4A1 \\� \� ��� 5 26 06 10 17 00 // / ate* �\ \` ® DATE: / / < 2 MIN INCH DAB: / / < 2 MIN INCH 042" `�`� Shell drives: 1021 sf / SM 7 \ Steps: 35 sf - j 'Sr PEF2C. RAZE _ / PERC. RATE _ / ` `\ Shed 1 81 sf •._••• 2••� -- -1z-�-_-_�` CLASS SOILS P# 11303 CLASS SOILS P# 9050 '\ House: 701 sf �••' ' \ I I ` 9,0 �� `\ Shower 17 sf ;•"-_ �a"" �� � \`x ,\, 9 Shed 3: 15 sf - ' A� �,- O Deck: 161 sf I ` \` EXISTING CONDITIONS PLAN ELEV. ELEV. ELEV. ••� Bulkhead: 25 sf �\ TH SM 6 \� Lawn (to street and hedge): 3582 sf /' __ �\ ALL STRUCTURES T 0 BE REMOVED Q 5.88 Q" 5.34 Q A 5.5 \�` A / �\ \ �\ F1 UNSUIT. FILL UNSUIT. A 1'1 , ., \ 1 \ ,\\ 19" 18" UNSUIT. p AA 2.5Y 3/2 Upland Area-5662 sf. , 1� \\ / UNSUIT. '//- UNSUIT. 5" • \ Lot coverage-1132 s.f. " / 10YR 3 2 X Lot Coveroge=20.0 TAP I� \` y \ \:. 20' tOYR 3 2 23" / /B /B /LS UNSUIT. off"RES .` /LS UNSUIT. C1 25Y 5/4 SM 5� ` �� \` y rw�a owrc 1 '\ 1 'S?°-o �\ 21. 1oYR 6/a 25Yis 2 uNsulT 17. 4.08' ct 40" / C \\ �� LOT SHOWN AS PER TOWN ASSESSMENT ` \ _ \� •�\ 37' 2.55Y'6/2 UNSUIT iMFS UNSUIT. \\\ ? \ I' ' \ , ERc C2 2.5Y 7/3 • \ ` 1 1 I I C2 SILT LOAM 8 UNSUIT. 32" EXIST. CULVERT \` iE 1 p1"°" 1 \ -- - +� Cs/ UNSUIT. PEAT i \ \ I L� i_-- c9 1 o // tOYR 7 6 \ \ . •A L ` A� 1_- -�_ --� s--.• � ; ` .;/ PERCHED �� 62" 0.1T 10YR 3 1 UNSUIT. \\ ! L j WATER AT 48" $ILT LOAM UNSUIT. / CENTERVILLE \\\\ / \ ;a\ \.\ O�9 \\` FIRST FL ELEV. 11�71' MranrM ___-- �____ -_ :'-�- (ELEV. 1.88') 25Y 25/1 42" RIVER / TOP FNIDN EL 11.5 __ _ --- -7 \\\ SALT MARSH / \ �,j \• \� GRADE 10.8't _ 6Eh►�.ry '4� � .. MS (TIDAL) \�� / SM 4 GRADE OVER SAS EL, .3't /--- SHOt�T 66" 0 36' 25Y 6/2MS �p� `\ \ • C4 10YR 5/1 Z. \ 9 , \` MS / may/ I •o \.\` ♦ �/ _ F.L. 8 120' 5Y 6/1 _4.1' 120" -4.6' 9W -2.0' L T�-(� '' ` \ l.>•` SAS PROPOSED GRADE AT BASE WALL EL. 6.4t GROUNDWATER ENCOUNTERED AT 54" ELEV. �J�66 AC c,St `\ `\ \ /` � EL 5.4' PROVIDE ROCK VENEER/LATTICE ON OUTSIDE FACE OF WALL MONITORING WELL READINGS TAKEN OVER NEW 1.0' NGw \ MOON TIDAL CYCLE AT HIGHEST TIDES ON 5/27 AND 5/31: READINGS• TAKEN HOURLY THROUGH ' / UPLAND \ \ • THE HIGH nDE. RANGED FROM 1.58' To 1.79. A / \ � \ \ PROVIDE: RET. WALL SCREENING (e.g. LATTICE, ROCK 8" 40 MIL POLY VINYL AND CONSERVATIVE HIGH WATER DESIGN ELEVATION EXIST. SHED TO BE / \� \` o. VENEER, ETC.) EL. 8.0' �. I MASTIC ON INSIDE OF 2 a' U�• / EMOVED (ONCE f �a \ .� RETAINING WALL REMOVED, WORK LIMIT 4, -__-___✓ RED / LINE TO BE MOVED / / EXISTING \ \� \ SAS/RET. WALL PROFILE (1) #3 BAR cON1lNuous FOR TITLE 5 AND BOH VARIANCES REQUESTED: UNREpS� / TO NEW POSITION NATURAL GETATION l ':�;` HORIZONTAL REINFORCEMENT NOTE: SIMILAR VARIANCES GRANTED B•Y BOH IN / SHOWN) ° '� SECTION A - A ....�.. \� \� '�y 3/22/01 LETTER) EXISTING FENCES TO REGISTERED / • �...�... rt \ \. 1 = 5 (MAX. ' `L Ic " ' 15.405 MAX. FEASIBLE COMPLIANCE BE REMOVED �....�•' \ `\ '� (2) 0 BARS FOR HORIZONTAL REDUCTION IN SETBACK, SAS TO FNDN (20' TO "••�... f -1 :T s./� 01111 WIN il. REINFORCEMENT AT CORNIERS (3' . _ - �..•�'a,SM 2 =- NK iy� �9\�\ \ \ 2•g OVERLAP - SEE DETAIL) LOT NEn(10'ATO TO FNDN IN)SETBACK, ` /- EL. 6.4t PROP.) SAS TO WATERCOURSE (50' T ) ` ` ��� O 15.255 (2e): REDUCTION IN DISTANCE BETWEEN ���... _4�T� �COASTAL BA ' EXIST. EXIST. ;: 1 _ _ SHED o SHED 5 9 \ 3.6' ' _- 1 _ �, \` �, "_ #3 BARS 36" O.C. FOR VERTICAL3' --� REDUCTION RETAINING YIN LATERAL REALL AND SAS MOVALOOF); (5)• XIST. \ \ REINFORCEMENT EXISTING DWELL. TOP FNDN = I TCB 1 r�cE EXIST. op. WORKS�T lilN�, -� - , \-�� `\`\ O ELEV. 6.05' LAWN LA T UNSUITABLE SOIL (TO BE REMOVED) ! �' NEWo�POSITION OF HILL ONCE SHED r TOWN OF BARNSTABLE ARTICLE I SECTION (2) #3 BARS 360-1: REDUCTION IN SETBACK, SAS TO REM1000 GAL RECIRCULATION CHAMBER 3• COASTAL BANK (100' TO 39') AND SEPTIC TANK \ \\ \ 00 4.4' BASE EL. RET WALL 360-18ATO TAMARGNAL BANK LILOT REGULATO TION EXIST. V ;j61: CORNER DETAIL SHED 0 \ \`\\ x PROP. DE \`\` NATURAL SOIL SHEET 1 OF 2 N b d.=11.6 1 \ \ ,---STEP SEPT UP RETAINING WALL IN ARE+ OF CONC. RET. WALL NTS) TITLE 5 SITE PLAN 5`-DRIVE r'' t '1 SHELL \ \.\ SEPTIC TANK & RSF TO ELEV. 10't TO DRIVE �� PROVIDE PROPER COVER REMOVED TO BE PROPOSED 36' x 24' DWELLING \6\ OF Nr ��•0 T{#2 ! TOP FNDN = ELEV. 11.5' \ \ \ \ RE-ROUTE WATERLINE TO BE !1 1, TH#5 \��`\ COMPONENTS 10' FROM SEPTIC 2 SHORT BEACH ROAD OH WIRES \ \ � CENTERVILLE PREPARED FOR MONITORING \` WELL ; !1 "� SIGN ' PROP. �: ! _ _ ' `\ �� \,\, FREDERlCK & ROBERTA TONSBERG ALONG OUTSIDE ' \ \ EXTEND 40 MILLINER SHRUBS Z EDGE OF DWELLING CONCRETE _ - PROP. 1500 GAS I \ \ DATE: JULY 6, 2006 FOUNDATION AT SAME ELEVATIONS AS 1 i i I SEPTIC TANK `� \et REV. SEPT 26, 2006 (Upland area, deck, steps, s.m. 5-8 Ret. Wall Cov.calcs. ALONG PROPOSED RETAINING WALL IN p ) AREA OF SAS ; __ _ 1 i 47 S.F. \ - I I 34•2 REV. OCT. 3, 2006 Section, ,Fil I 1 _ _ --�_i- i EXISTING ST ` ' ' TH �- __I I� AND FLTR. _ REV. OCT. 31, 2006 (WLL, planting note) r, _ , __ - PC i __ 2000 GAL ST(1/2)\` A _- �__ �_ \ REV."FEB. 9, 2007 (RSF, PRES. DOSE) I , _i '\ o SIGN / / BENCHMARK Scale: 1 = 10' PUMP AND REMOVE EXISTING SEPTIC 1 NG SAS ___-- ��� � � SYSTEM 1 1 EXIS _ -- _ s� J 1 \ , H"DRANT TAG #382 1 __ --- - i' EI.EV=8.05' Mimi 1 PRESSURE-DOSED \ %�� N+;VD 0 5 10 15 20 25 FEET ' 1 LEACH FIELD j ' I YrATERMAI G __ - I ___-- G ___-----�' _ dcG EL. 5.1' off 508-362-4541 AREA BETWEEN REVISED WORK LIMIT LINE , ----- G ---- fax 508-362-9880 LOCATION AND TOP OF BANK IS TO BE ✓ 1 \ G-� _�_-� ---- 3' REMOVAL OF UNSUiABLE SOIL 17.1 NATURALIZED BY PLANTING INDIGENOUS, ' ` G -___ ROAD REQUIRED AROUND PEIMETER OF COASTAL VEGETATION IN CONSULTATION __� _----- LEACHING FACILITY, D'VM To •IH OF I� WITH THE CONSERVATION ADMINISTRATOR / -� G RT BEACH RE-ROUTE GASLINE SUITABLE SOIL LAYER.REPLACE ��� �SSgC \•IH OF q - _ y. 5 WITH CLEAN MED. SAN). ENGINEER �� S H down cape engineering Inc. PRIOR TO IMPLEMENTATION. _/ __G----- � _� ARNE H �S`.�'c� TOWN WAY REINVAL SPECT AND CERIFY 1t 11.5 CIVIL PROPOSED CONC. RETAINING WALL t0.8 OVVIL AR NE (SEE DETAIL) LatticeTyp• ao No. 30792 OJALA CIVIL ENGINEERS e•4 5.4 � 10 ISTER N LAND SURVEYORS _ 5.0 0 C.Y. nLL1 y S _ 939 main st. yarmouthport, ma 02675 ----- SECTION A-A 1"-10' 06-095 _ ________--------- DATE ARNE H. OJALA, P.L.S. ____ 06-095 TONSBERG-RSF_SP.DWG (SBO)