Loading...
HomeMy WebLinkAbout0207 OLD FALMOUTH ROAD - Health 207 OLD FALMOUTH A _- __ � 0 4 } Ij J� 0 t Commonwealth of Massachusetts l DV r D ' 0 V Title 5 Official Inspection Form �- Subsurface Sewage Disposal System Form-Not for Voluntary.Assessments f� M 207 Old Falmouth Road Property Address Bryan Burnham Owner Owner's Name information is Marstons Mills Ma 02648 3/11/2021 required for every page. Cityrrown 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. Inspector Information 61 0- /saL{3— on the computer, use only the tab Sean M. Jones key to move your Name of Inspector cursor-do not S.M.Jones Title V Septic Inspection use the return Company Name key. 74 Company A Lane Co � Company Address Centerville Ma 02632 Cityrrown State Zip Code 774-248-4850 smjonestitle5@gmail.com, SI4522 sean@smjonestitle5.com 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 3/11/2021 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 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. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 18 Commonwealth of Massachusetts i- Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 207 Old Falmouth Road Property Address Bryan Burnham Owner Owner's Name information is required for every Marstons Mills Ma 02648 3/11/2021 page. Citylrown 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: The property located at 207 Old Falmouth Rd Marstons Mills is served by a Title V septic system consisting of a 1500 gallon septic tank, distribution box and 2 precast leaching chambers. Although the system was found to be in proper working condition at the time of inspection this report does not guarantee future performance under similar or increased usage. 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 c Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 207 Old Falmouth Road Property Address Bryan Burnham Owner Owner's Name information is required for every Marstons Mills Ma 02648 3/11/2021 page. Citylrown 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 or 18 Commonwealth of Massachusetts �p Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 207 Old Falmouth Road Property Address Bryan Burnham Owner Owners Name information is required for every Marstons Mills Ma 02648 3/11/2021 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: 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 Po Y - 9 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 207 Old Falmouth Road Property Address Bryan Burnham Owner Owner's Name information is required for every Marstons Mills Ma 02648 3/11/2021 page. Cityfrown 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 Y2 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. El ® 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 f c Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments � 207 Old Falmouth Road Property Address Bryan Burnham Owner Owner's Name information is required for every Marstons Mills Ma 02648 3/11/2021 page. Citylrown 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 r ® ❑ 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 5 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 207 Old Falmouth Road Property Address Bryan Burnham Owner Owner's Name information is Marstons Mills Ma 02648 3/11/2021 required for every page. City/Town State Zip Code Date of Inspection D. System Information 1. Residential Flow Conditions: Number of bedrooms(design): 3 Number of bedrooms (actual): 3 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 330 gpd Description: Number of current residents: 2 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 Seasonal use? ❑ Yes ® No Water meter readings, if available(last 2 years usage(gpd)): Detail: Sump pump? ❑ Yes ® No Last date of occupancy: currentDate t5insp.doc-rev.7/26/2018 Title 5 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 207 Old Falmouth Road Property Address Bryan Burnham Owner Owner's Name information is required for every Marstons Mills Ma 02648 3/11/2021 page. Citylrown 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: Tank was pumped after inspection Was system pumped as part of the inspection? ® Yes ❑ No If yes, volume pumped: 1500 gallons How was quantity pumped determined? size of tank Reason for pumping: routine maintenance t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 18 c Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments —u° y 207 Old Falmouth Road Property Address Bryan Burnham Owner Owner's Name information is required for every Marstons Mills Ma 02648 3/11/2021 page. Cityfrown 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): Approximate age of all components, date installed (if known)and source of information: original system installed 1998 Were sewage odors detected when arriving at the site? ❑ Yes ® No 5. Building Sewer(locate on site plan): 1.5 Depth below grade: feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments(on condition of joints, venting, evidence of leakage, etc.): Joints in good condition, no leakage, vented through roof. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 18 Commonwealth of Massachusetts ,p Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 207 Old Falmouth Road Property Address Bryan Burnham Owner Owner's Name information is required for every Marstons Mills Ma 02648 3/11/2021 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 6. Septic Tank(locate on site plan): Depth below grade: 1 feet Material of construction: ®concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 gallons Sludge depth: 5" Distance from top of sludge to bottom of outlet tee or baffle 3' Scum thickness 2" 7" Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle 10" 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 was pumped after inspection and should be done again every 2 years for proper maintenance. water level was even with outlet, tank was not leaking and was structurally sound. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 18 Commonwealth of Massachusetts �- Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 207 Old Falmouth Road Property Address Bryan Burnham Owner Owner's Name information is required for every Marstons Mills Ma 02648 3/11/2021 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 fiberglasspolyethylene ❑ other(explain): ❑ ❑ ❑ 9 ❑ 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 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments . � 207 Old Falmouth Road Property Address Bryan Burnham Owner Owner's Name information is required for every Marstons Mills Ma 02648 3/11/2021 page. Citylrown 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 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.): Distribution box was level and in good condition with no rot. Water level was even with outlet invert with no signs of past backup. t5insp.doc-rev.7/262018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments >l 207 Old Falmouth Road Property Address Bryan Burnham Owner Owner's Name information is required for every Marstons Mills Ma 02648 3/11/2021 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.): *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: 2x500 gals ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: f ❑ innovative/alternative system Type/name of technology: t5insp.doc•rev.7/26/2018 Tdle 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 207 Old Falmouth Road Property Address Bryan Burnham Owner Owner's Name information is required for every Marstons Mills Ma 02648 3/11/2021 page. CityrFown 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.): Leaching facility consists of 2 precast leaching chambers in a 25'x13'x2'trench. Chambers has 4" perforated pvc pipe running through from d-box to end. Leaching chambers were opened and found with 8"standing water and no signs of past overloading. 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.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 18 c Commonwealth of Massachusetts Title 5 Official Inspection Form �- Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 207 Old Falmouth Road Property Address Bryan Burnham Owner Owner's Name information is required for every Marstons Mills Ma 02648 3/11/2021 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 207 Old Falmouth Road Property Address Bryan Burnham Owner Owner's Name information is required for every Marstons Mills Ma 02648 3/11/2021 i page. Cityrrown 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 a. P1 1 !o z-? -L 1 -7 3y A3 z� 3 y3 A'Y �y t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 18 c Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 207 Old Falmouth Road Property Address Bryan Burnham Owner Owner's Name information is required for every Marstons Mills Ma 02648 3/11/2021 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: 12'+ feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ Observed site(abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health-explain: ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: Groundwater was established by accessing town of Barnstable groundwater contour maps. 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 c Commonwealth of Massachusetts �s Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M g� 207 Old Falmouth Road Property Address Bryan Burnham Owner Owner's Name information is required for every Marstons Mills Ma 02648 3/11/2021 page. City/Town 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 Tale 5 Official Inspection ronn:Subsurface Sewage Disposal System-Page 18 of 18 OsTEROYSTER 12 Enterprise Road•Hyannis, MA 02601 508-737-9258• Fax 508-771-3383• Email: c 10/10/2013 Mr.Thomas McKean Director, Board of Health 200 Main St. Hyannis MA 02601 Dear Tom, As a follow up to our conversation from several months ago, below is an outline of our intended use of a facility we are interested in building on the property at 207 Old Falmouth Rd., map 100, parcel 070, in Marstons Mills. Live oysters arrive at facility directly from aquaculture sites on ice and under refrigeration. Oysters are sorted by size to market specifications. Live oyster shells are cleaned using hand tools to remove fouling organisms like limpets and barnacles. After sizing and cleaning,oysters are rinsed to remove loose shell or other debris. The live oysters are then placed in open mesh bags,which are then placed in insulated shipping bins,and transported to market by refrigerated truck. The oysters arrive at the facility alive and leave the facility alive within approximately 24 hour period. Rinse water is from the domestic potable water system. Shell debris is collected on floor drain screens and secondary filter to remove fine particles. Debris is removed from the culling area to an outdoor"shellpile"for drying before returning to aquaculture site or to be used as clean fill. Facility is inspected twice yearly by Mass DPH and FDA to maintain status as an approved ICSSL (Interstate Certified Shellfish Shippers List)facility. The use of a floor drain is not a requirement of Mass DPH and FDA in a shellfish packing facility. We feel it is the most appropriate way to maintain operational cleanliness. At least two other ICSSL licensed oyster facilities are already located in the Town of Barnstable and are not on town sewage. If I can be of further assistance do not hesitate to contact me. Sincerely, David J. Ryan, Ma ager 1 0/00 /3 Cape Cod Oyster Co. �d fld M�Ile� S i S nQ� Gans ►�c�us`� 2t w �` Sy&4e— „:...... ' -r. .. �. .T, ,. . 3 n „ w rin.” i .. ..:, „gin ,. =^rxn- � •�8., ��,•-• �.... ,.,G ;:•, v ;r' �,,.I" TOWN OF BARNSTABLE BAR-W F254 Ordinance or Regulation WARNING MTICE Name of Offender/Manager gr44#1 gvro AA Pv7 Address of Offender 207 0/ha/mOt/A ItOJ MV/MB Reg.# Village/State/Zip !Ylfn/f7Jln f /�/1�S . /YI 0.26 Vf Business Name L0' 3().rAWpm, on gybe 112003 Business Address ) . Si4nature of Enforcing Officer Village/State/Zip Location of Offense 2 D 7 old ,r-v-i,Moi a q V/0 f 11 `' II I Enforrcing/yept/Division Offense -T-00. P."A� , s ld t 'Peealli ko f Am e-� X, Facts STelQe dl7Serve a9t ' sti�'�//.arG on_� frhtt Lci f A1V11C/Q-k0Ae6-?_g6y7 bV 94s/3 4o stiv4p , 5 4UP 4.s, .'-c m'_ auso,Clare—106.1, R-P��1�,�4d� � £ s�� 1. (J Ago AI'kfe I This wilt) serve only has a warning. At' this time -6o legal action has been taken. os� It is the goal of Town agencies to achieve voluntary compliance of Townw���. Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result infe-vl' appropriate legal action by the Town. WHITE-OFFENDER CANARY-ORD./REG.-PROG. PINK-.ENFORCING OFFICER GOLD-ENFORCING DEPT. �k2 ,c p�'I,d✓. TOWN OF BARNSTABLE BAR-W r--12-54 Ordinance or Regulation .,-,-WARNING NOTICE nn Name of Of fender/Manager g f k4A# t k.lr +J O%IV7 Address of Offender 207 d .00A,nn R-4Ar MV/MB Reg.# i Village/State/Zip A►� ritl"An f MA 00f Business Name 16' 3U _r"r/pm, on k'b 02003 Business Address Signature of Enforcing Officer Village/State/Zip / j hk }Location of Offense '2 © 7 K old c� IfvRo4k k) Py v 1«�Of y f" j Enfo"rcin le t/Division W g P r Offense Toe, PrAl, . 5449t Pee, z,?7io r . /9,or4- X. Facts 5464ble Asprlyd ,"I sA tjA,r.A IM_ 'l'IrAJ"r Ca// Do,,,do-kat w;?- wY7 by 71.�0.3 40 s�e4✓„p (n cIrSPC/att' f�tt 14 4"� AqJ rn�iy�►A i,,(Jf4„�U This wiYl serve only ;as a warning. At this time �go legal action has been taken=-,43,, It is the goal of Town agencies to achieve voluntary compliance of Town Ordinances, Rules and Regulations. Education efforts and warning notices are��'`ff attempts to gain voluntary compliance. Subsequent violations will result in&4 appropriate legal action by the Town. = ,r 1/01aa Ax WHITE-OFFENDER CANARY-ORD./REG.-PROG. PINK-ENFORCING OFFICER GOLD-ENFORCING DEPT. TOWN OF BARNSTABLE BAR-W , Ordinance or Regulation _,,WARNING NOTICE Name of Offender/Manager 9t'Lrtjt3 ,✓f. rA"'I r Address of Offender �2 0 1 MV/MB Reg.# Village/State/Zip fr, r s Business Name . ' t .rQ/pm, on__,k) 0200 Business Address :. 41 . .r�= "i 4/ 5 Signature of Enforcing Officer Village/State/Zip Location of Offense Enforcing/Dept/Division Offense 1 -4 PC, .yi, "- x J Facts:�t" j r r. Jx doe )j )e 11,2"• W Y,7 4v f {r. )Celf lc5t'Cf C'f ' v,rr^ trc� . /Un �! f �Y * l'r At"/1 (t%I ;ar, Ptjrr #0 This will serve only as a warning. At this time no legal action has been taken.(IS It is the goal of Town agencies to achieve voluntary compliance of Town ; Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result, in, � ' appropriate legal action by the Town. ✓' -, ) I WHITE-OFFENDER CANARY ORD./REG.-PROG. PI � �_ '� • ••r NK ENFORCING OFFICER GOLD-ENFORCING DEPT. �;•^.- , ff x� �-^� CAMWii l-.r-� WAY s i o" �.` IL r ........... 1 :•.� .........../. , LANE a H:\BARN\BASEMAP.dgn Oct. 02, 2001 13:37:51 j i No. � ��' Fee THE COMMONWEALTH OF BOAS HUSETTS Entered in computer: Yes ` PUBLIC HEALTH DIVISION - TOWN Off BARN ABLE., MASSACHUSETTS ✓ application for Migaat *p!�gem Cow5tructi®n Vermit Application for a Permit to Construct(V)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or, of No. �O�01 C3\��w\ . Owner's Name,Address Vd Tel.No. Assessor' Map/Parcel _�>'C$t- \ -70 sta er's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 39$• �'�1 bEMA1LE:SY- NM(LZU,on) t✓✓�G Type of Building: Dwelling No. of Bedrooms Lot Size 217 'FOD sq. ft. Garbage Grinder( ) Other Type of Building No.of Person Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date l D- -q Number of sheets 6Nf. Revision Date Title 1 Tt 4 nQ k 6 1°W tJ Size of Septic Tank Ism Type of S.A.S. 3 1 r� 1. w 5 ON Description of Soil 0-Z4 A"3 I ZO M pq S4N L? Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the constructio and maintenance of the afore described on-site sewage disposal system in accordance with the provisions o itle 5 of E i onr tal Code and not to place the system in operation until a Certifi- cate of Compliance has been issu6 b this a—rd eat Signed - Date v" Application Approved b Date Application Disapprov for the following reasons Permit No. Date Issued ° TOWN OF BAR TABLE '~ � LOCATION SEWAGE ASSESSOR'S MAP �LOT1 INSTALLER'S NAME 6t PHONE NO. , SEPTIC TANK CAPACITY LEACHING FACILITY:(typCQ-)) C:ff :-v7hFION (sue) NO. OF BEDROOMS PRIVATE WELL R PUBLIC WATE BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No - � b hs g Q �U /a � 9 7 / �� l s( Z ==s� --------- CID i � v:.i Fee�' No. lNN•� THE COMMONWEALTH OF MASS HUSETTS Entered in computer: �> Yes PUBLIC HEALTH DIVISION-TOWN OF BARNS ABLE, MASSACHUSETTS M�r� 01pprication for Mi5po5ar *pg;tem Con!truction Permit Application for a Permit to Construct(V)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address orLpt No. L_cr1v-X Owner's Name,Address and Tel.No. W Assessor's Map/Parcel t er's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 94n '463 W.PEN/�,lf PIA- 07-67a Type of l�ufldmg: ., Dwelling No.of Bedrooms 3 Lot Size 2sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures ti Design Flow gallons per day. Calculated daily flow gallons. Plan Date I D-S-q�S Number of sheets dNf Revision Date ^` Title S I TC, 4 nr7 ,0 6E p lA r 1 'y Size of Septic Tank I sap Type of S.A.S. 3 ! r L7 c; N' S ^ Description of Soil 0-2, A "13 2'{ - (Z0 M(=J N✓> Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: " The undersigned agrees to ensure the constructio and maintenance of the afore described on-site sewage disposal system in accordance with the provisions o itle 5 of , e E i,onr�e�tal Code and not to place the system in operation until a Certifi- cate of Compliance has been issue by this oazd eaith. Signed Date Application Approved b v Date r Application DisapprovQ for the following reasons Permit No. ✓ Date Issued----------------------------------- THE COMMONWEALTH OF MASSACHUSETTS .. BARNSTABLE, MASSACHUSETTS 4 Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed(k--)Repaired ( )Upgraded( ) Abandoned( )by at L has been constructed in accordance with the provisions of Title 5 and the for DisposarSystem Construction Permit No. gd'�Q dated��/ I sn faller Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date I I - Inspector C\ t d No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS ' Mi5po$al *p6tem (Construction Permit Permission is herebyranted to Cons ct Re ti. g �(� (> )Upgrade( )Ab on.( .--) System located at /. y� t and as described in the above Application for Dispo a1,..System Construction Permit. The applicant recognizes his/her duty to `comply with Title 5 and the following local provisions-or special conditions. Provided:Construction must be completed within three years of th"e date of this permit. Date: APProved by TOWN OF BARNSTARBLE n LOCATION 0 t-rt)o 1N e1 SEWAGE # VILLAGE ASSESSOR'S MAP INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY j i LEACHING FACILITYA y�� (size) NO. OF BEDROOMS ._j PRIVATE WELL R PUBLIC WATE BUILDER OR OWNER tli� DATE PERMIT ISSUED: . DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No _ I ?7`� `� S s y5 5 j i ASSESSORS"MAP. 9 p PARCEL: ?§Je::L 0?0 TEST HOLE LOGS NOTES: I. VERTICAL DATUM: ASSUMED FROM QUAD (NGVD +/-) CURRENT ZONING: RF ENGINEER: THOMAS McLELLAN, P.E. 2. MUNICAPAL WATER IS AVAILABLE. BUILDING SETBACKS: WITNESS: JERRY DUNNING 3. SCHEDULE 40 - 4"`PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM. j F: 30' S: 15' R: 15' DATE: 9-17-98 4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10 1 PERCOLATION RATE: < 2 MIN/IN LOADING SPECIFICATIONS. N LOCUS FLOOD ZONE: C 5. PIPE PITCH = 114" PER FOOT, (UNLESS NOTED OTHERWISE). TH-1 92 o TH-2 95.5 6. FIRST 2' OF PIPE OUT OF D-BOX TO BE SET LEVEL.; ELEV. ELEV. 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE 0 0/A/E HORIZON 0/A/E HORIZON LO SAND LO SAND USE OF A GARBAGE DISPOSAL. ROUTE 2s �,� 6- fOYR 2/1 91.5 9- fOYR 2/1 94.8 ALL O BE IN CONFORMANCE WITH THE f B HORIZON' B HORIZON 8 STATE OF MASS. DETAILS ARE T LOCATION MAP �►. *0, LOAMY SAND LOAMY SAND ENVIRONMENTAL CODE {TITLE FIVE) AND LOCAL foYR 5/8 fOYR 5/8 HEALTH REGULATIONS. LOT 2 (217,800 SF) oo. s .?'� z4" so 0 2s" ss A� •h'0 C HORIZON C HORIZON 9. CONTRACTOR TO VERIFY LOCATIONS' OF ALL UTILITIES PRIOR -4,0 YED-COARSE SAND MEDIUM SAND 8 2.5Y 7/4 85 114" z.SY 7/3 TO CONSTRUCTION. 78" -100- 86.0 10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO .5 �. EXCEED 3.0. 98. 7 _ 99' 102" 83.5 120" 855 99 ' 4. 83 USGS GROUNDWATER ADJUSTMENT: WELL: SDW-253, ZONE: C, ADJUSTMENT: 2.51 _ �� ` ' ` , , PROPOSED DWELLING rai SEPTIC SYSTEM DESIGN h�6 FLOW ESTIMATE: 95 3� BEDROOMS AT 110 GAL/DAY/BEDROOM = 330 GAL/DAY ' ► , , , ► , , o SEPTIC TANK: no ,� ,� �r ' i i �ti/ ' y ' �� 30 GAL/DAY x 2 DAYS = 660 GAL N !� ,' ,' ; �' ,'/ USE 1500 GALLON SEPTIC TANK 94 co fit/// ''if �' >� !! / . ► ► i LEACHING AREA: !! •;..:y!. ''_,..::�r. �! Dg1Q r its USE,3 -NFILTRATORS (MAXIMIZER CHAMBERS) !!!, .. .� , ,' ► 93' WITH 4' OF STONE ALL AROUND (30' ,x 11' x 2' DEEP)., !�',' ? �'fo •': SIDE AREA: (30 + 11)2 x 2 = 164 SF 74 (• = 121 GAL/DAY- BOTTOM AREA: 30' x 11' = 330 SF (74) = 244 GAL/DAY CAPACITY CAPACITY =365 GAL/DAY PROPERTY PERIMETER (1" 200) , - SEPTIC SYSTEM SECTION . . . ,. : , . , Y� •' �. EXISTING DRIVE TH-2 ► COVERS WITHIN 12" OF ♦ 101.0 FINISHED GRADE ' - ' ' TH-1 2" PEASTONE ► - TOP OF FOUNDATION N0 ' , / ,� � � WASHED STONE {o� IT 9, -s ,' �, ,' _ - ' �� BENCHMARK AT ' ,' ,' - - r - ' WOOD STAKE r ELEVATION = 90S ELEV.= 96.0 WOOD BENCHMARK�•TA AT 9 9g,,' ♦ 97.5 � ELEV. -. -. . -. ® ® •. ELEVATION 104 6 9� ', ; - r-' 97.75 f500 GAL ID-,B29 = _ 93.5 ELEV. ELEV. 4 4ELEV.90 SEPTIC TANK 97.46 " OF 5' 98.0 (6" OF STONE UNDER OR ELEV. STONE 30' - ------ ELEV. MECHANICALLY COMPACTED) UNDER) 3 INFILTRATORS MAXIMIZER CHAMBERS - r sz - WALK-OUT TEE SIZES: GAS BAFFLI" 95.5 WITH 4' OF STONE ALL AROUND ) • 30' x If x 2' DEEP) 93' INLET: 6" UP, 13" DOWN AT OUTLET TEE ELEV. { 94' DK. OUTLET: 6" UP,'14" DOWN ADJUSTED GROUNDWATER ELEV. 88.5 t 94 14' PROPOSSD 8 B DROOP I KEY: 1z DWELMNr. 26' SITE AND SEWAGE PLAN � EXISTING CONTOUR: 1z 34' APPROVED BY: DATE: ...... ....................... PROPOSED CONTOUR. LOCATION � EXISTING SPOT ELEVATION: 25.5 � - PROPOSED DWELLING �'-�'''-:�Ho�A� _ �� , LOT 2 OLD FALMOUTH_ROAD PROPOSED SPOT ELEVATION. 25l r �^ TEST HOLE: - MARSTONS MILLS, MA UTILITY POLE: -O- Ott - � . FENCE LINE. tstt Z. PREPARED FOR 9 DEMAREST,JR. HYDRANT. -�• F0 ,e NO.`36859 - DMr REEF REALTY ® a . .RETAINING WALL: TREE. DEMAREST McLELLAN ENGINEERING SCALE. i" — 40' DATE. 10-5-98 24 SCHOOL STREET P.O. BOX 463 • WEST DENNIS, MAssACHUSETTs 02670 REFERENCE. PLAN BOOK 376 PAGE: 77 DM 98-148 (D30Fi6) THOMAS McLELLAN P.E- JOHN;Z. DEMAREST JR. P.L.S. i i ASSESSORS MAP: ss*ZD PARCEL: 61-1 TEST MOLE LOGS NOTES: . k9 Romg . VERTICAL DATUM: ASSUMED FROM QUAD NGVD + — � 1 ER CURRENT ZONING: RF ENGINEER: THOMAS McLELLAN, P.E. 2, MUNICAPAL WATER IS AVAILABLE. BUILDING SETBACKS: WITNESS: JERRY DUNNING 3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM. F: 30' S: 15' R: 15' DATE: 9-17-98 4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10 PERCOLATION RATE: < 2 MIN/IN LOADING SPECIFICATIONS. N LOCZUS FLOOD ZONE: C TH-f TH-2 5. PIPE PITCH = 1/4" PER FOOT, (UNLESS NOTED OTHERWISE). 92D 95.5 6. FIRST 2' OF PIPE OUT OF D-BOX TO BE SET LEVEL. ELEV. ELEV. 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE 0/A//E HORIZON 0/A/E HORIZON �• LO.�rr SAND LOAMY SAND USE OF A GARBAGE DISPOSAL. ROUTE 28 OL•00 6" fOYR 2/1 91.5 9" fOYR 2/1 94,8 S. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE �L B HORIZON B HORIZON STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL LOCATION MAP �\ O LOAMY SAND LOAMY ��o oo. 5 ? 24" / 90.0 26- IOY / 93B HEALTH REGULATIONS. LOT 2 (217,800 SF) C HORIZON C HORIZON 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR A 8fiA z oARSE SAND M 3 SAND TO CONSTRUCTION. 78" 9s• 8 855 114" 10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED 3.0'. 98. 7 �99' '�, 98. 3 102" 83S 120" 85.5 j USGS GROUNDWATER ADJUSTMENT: _ a - 4. 83 WELL: SDW-253, ZONE: C, ADJUSTMENT: 25' `98,� 'oar` % ` 10 , , , . c PROPOSED DWELLING 6 % SEPTIC SYSTEM DESIGN N , hh. W �- g ll 'off �S , `r `r r, rr rr r, r �� �� /� , ,'' ; FLOW ESTIMATE: 95 3 BEDROOMS AT 110 GAL/DAY/BEDROOM = 330 GAL/DAY 'ma's SEPTIC TANK: 110 rr r� , , �r/ , y ' ' ; 0 GAL/DAY x 2 DAYS = 660 GAL 9�, N / / • , , ' ,� �.' , �/ �,', ,�' t � � � �' , �/� � USE 1500 GALLON SEPTIC TANK g°` 94 CO 1��/.',' ,' �.'�,'�'�/�� �/ i �� LEACHING AREA: ga; 42' USE 3 INFILTRATORS (MAXIMIZER CHAMBERS) 93 WITH, 4' OF STONE ALL AROUND (30' x 11 z 2' DEEP) SIDE AREA: (30 + 11)2 x 2 = 164 SF (.74) 121 GAL/DAY �• h,h 111'' • ;',',-ter ��, ' ra'�o,�°�� : T:.'' ; BOTTOM AREA-- 30' x 11' _ 330 SF (.74) - 244 GAL1DA" no. '/'/ ,�.�. ; :: ,tea - - - CAPACITY 65 GAL/DAY PROPERTY.PERIMETER (1" = 200') . a° SEPTIC SYSTEM SECTION 109 .1 ,'-'-','-:'. ,- : . / / . Y� ► EXISTING DRIVE 'TH-2 '. � ' ' , ' � . , COVERS WITHIN 12' OF 6 , , / . / . , FINISHED GRADE ,o ��. ;' ,' ,' ,, - , _ - ' , , TH-1 101.0 2" PEASTONE {Olt ' . TOP OF FOUNDATION _ 314 - 1 1 z" �,'• WASHED STONE ��9999 ,' ' ,' ' ' `r '' BENCHMARK AT HOOD STAKE ELEV: 96.0 ,' 96 / , , � ' , - ELEVATION = 90.9 , 1� 45 BENCHMARK AT °► g' ,' HOOD STAKE 9 / RE .A R ELEVATION 104s 9$ . ', , . 97.75 1500 GAL D-BOX\97.29 > e E—> ELEV. ' ELEV. 97.46 ' ,- SEPTIC TANK (6" OF ELEV. 4„ 4' 93.5 5' - ,- ,• zc (6" OF STONE UNDER OR' ELEV. STONE 30' ELEV. MECHANICALLY COMPACTED) UNDER) 3 INFILTRATORS (MAXIMIZER CHAMBERS) 92' , , ,-;, , •' WALK-OUT TEE SIZES: M GAS BAFFLE 95.5 WITH 4'i OF STONE ALL AROUND 30 x 11 z 2' DEEP ss ,. INLET: 6 UP, 13 DOWN AT OUTLET TEE ELEV. ( ADJUSTED GROUNDWATER ELEV: 88.5 94' DK OUTLET: 6" UP, 14" DOWN 84' 1,� PROPOSED s BEDROOM 2s' SITE AND SEWAGE PLAN KEY: 12' DIIBLLING 12' APPROVED BY: DATE: EXISTING CONTOUR: 34' 3 PROPOSED CONTOUR: .. L 0CA TION EXISTING SPOT ELEVATION: 25.5 PROPOSED DWELLING r�d PROPOSED SPOT ELEVATION: zs , ,�OFA,, y, LOT 2 OLD FALMOUT H ROAD OF \~ TEST HOLE: �Q �+a�+.s�. , .. MARSTONS MILLS, MA UTILITY POLE: -0- CML -, Z. �• FENCE LINE: 9P .9 7t c PREPARED FOR: t3EMAREST,JR. H HYDRANT: -b DM6859P REEF REALTY RETAINING WALL.TREE: DEMAREST-McLELLAN ENGINEERING �� s SCALE: 1" — 40 DATE: 10-5-98 24 SCHOOL STREET P.O. BOX 463 it 1 HEST DENNIS, MASSACHUSETTS 02670 REFERENCE: PLAN BOOK: 376 PAGE: 77 DM # 98-148 (D30F16) THOMAS McLELLAN, P.E. JOHN Z. DEMAREST JR., P.L.S. I