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HomeMy WebLinkAbout0150 HIGH STREET - Health 4-50 HIGA STREET West Barnstable i = . 4 - 020 - 001 s ° Rti� CERTIFICATE OF ANALYSIS Page: 1 of 1 Barnstable County Health Laboratory (M-MA009) srn41iL��;, Report Prepared For: Report Dated: 11/5/2012 Alvin Gibbs u Order No.: G1271595 8 Bearse St. Sandwich, MA 02563 Laboratory ID#: 1271595-01 Description: Water-Drinking Water Sample#: Sample Location: 176 High St.West Barnstabale, MA Collected: 11/01/2012 Collected by: A. Gibbs Received: 11/01/2012 Routine ITEM RESULT UNITS RL MCL METHOD# TESTED Nitrate as Nitrogen NID mg/L 0.10 10 EPA 300.0 11/1/2012 Copper NID mg/L 0.10 1.3 SM 3111B 11/5/2012 Iron 1.5 mg/L 0.10 0.3 SM 3111E 11/5/2012 pH 7.1 PH AT 25C NA 6.5-8.5 SM 4500-H-13 11/1/2012 Sodium 12 mg/L' 1.0 20 SM 3111E 11/5/2012 Total Coliform Absent P/A 0 0 SM9223 11/1/2012 Conductance 140 umohs/cm 2.0 EPA 120.1 11/1/2012 Based on the results of the parameters tested, the water is suitable for drinking, but may present aesthetic problems (taste, odor, staining)due to Iron. _-- -- Approved B Attached please find the laboratory certified parameter list. pp y• (Lab Director) �i`, ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 COMMONWEALTH OF MASSACHUSETTS lz DEPARTMENT OF ENVIRONMENTAL PROTECTION Certified Parameter List as of:01 Dec 2009 M-MA009 BARNSTABLE COUNTY HEALTH&'ENV DEPT,BARNSTABLE,MA Analytes Methods for NON-Potable Water Methods for Potable Water ALUMINUM EPA 200.8 ANTIMONY EPA 200.8 EPA 200.8 ARSENIC EPA 200.8 EPA 200.8 BARIUM EPA 200.8 BERYLLIUM EPA 200.8 EPA 200.8 CADMIUM EPA 200.8 EPA 200.8 CHROMIUM EPA 200.8 EPA 200.8 COBALT EPA 200.8 COPPER EPA 200.8;SM 3111 B EPA 200.8; SNI 3111 B IRON SM 3111 B LEAD EPA 200.8 EPA 200.8 MANGANESE EPA 200.8;SM 3111 B MERCURY EPA 200.8 NICKEL EPA 200.8;SM 3111B EPA 200.8;SM 3111 B SELENIUM EPA 200.8 EPA 200.8 SILVER EPA 200.8 EPA 200.8 THALLIUM EPA 200.8 EPA 200.8 VANADIUM EPA 200.8 s ZINC EPA 200.8;SM 3111 B PH SM 4500-H-B SM 4500-H-B SPECIFIC CONDUCTIVITY EPA 120.1;SM 2510B ' HARDNESS(CAC03),TOTAL SM 23406 CALCIUM SM 3111 B SM 3111B MAGNESIUM SM 3111B ' SODIUM SM 3111B SM 3111B POTASSIUM SM 3111B ALKANILITY,TOAL SM 2320B SM 2320E CHLORIDE, EPA 300.0 , FLUORIDE EPA 300.0. SULFATE EPA 300.0 EPA 300.0 NITRIATE-N EPA 300.0 EPA 300.0 NITRITE-N EPA 300.0 TURBIDITY EPA 180.1 " TOTAL DISSOLVED SOLIDS SM 2540C SM 2540C NON-FILTERABLE RESIDUE(TSS) SM 2540D TOTAL ORGANIC CARBON SM 53106 *s CHEMICAL OXYGEN DEMAND HACH METHOD 8000 BIOCHEMICAL OXYGEN DEMAND SM 5210E TRIHALOMETHANES EPA 524.2 VOLATILE HALOCARBONS EPA 624 F VOLATILE AROMATICS EPA 624 VOLATILE ORGANIC COMPOUNDS EPA 524.2 1,2-DIBROMOETHANE EPA 504.1 1,2-DIBROMO-3-C14LOR_OPROPANE EPA 504.1 PERCHLORATE EPA 314.0 HETEROTROPHIC PLATE COUNT SM 9215E TOTAL COLIFORM MF-SM 92226 TOTAL COLIFORM EPA 1604 TOTAL COLIFORM ENZ.SUB.SM 9223 _ FECAL COLIFORM MF-SM 9222D MF-SM 9222D E.COLI EPA 1603 EPA 1604 E.COLI EPA 1103.1 NA-MUG-SM9222G ` E. COLI MF-SM 9213D ENZ.SUB.SM 9223 ENTEROCOCCI EPA 1600 EPA 1600 Effective Date:01 July 2012_Expiration Date: 30 Jun 2013 Common wealth of Massachusetts /3-/ Oa.a-oal i - p Title 5 Official Inspection Form b Susurface Sewage Disposal System Form -Not for Voluntary Y o untary Assessments a, 160 HIGH ST Property Address JEANNE NAPLES Owner Owner's Name information is required for every W BARNSTABLE _MA 02668 3/26/2021 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. Imngout omr-s A. Inspector Information SI (5a filling out fom-s on the computer, use only the tab Christopher Maki key to move your Name of Inspector cursor-do not Cape Cod Septic Services use the returr. Company Name key. 350 Main St. Company Company Address W Yarmouth MA 02673 City/Town State Zip Code 508-775-2825 SI-14423 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 r 2. ❑ Conditionally Passes 3. ❑ Needs Further Evaluation by the Local Approving Authority 4. ❑ Fails 3/30/2021 Inspector's Si ature 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 k 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 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 150 HIGH ST Property Address JEANNE NAPLES Owner Owner's Name Information is W BARNSTABLE _ required for every MA 02668 3/26/2021 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: SYSTEM IS IN WORKING CONDITION 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): I � r: t5insp.doc•rev.7/26/2018 Title 6 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 r/ 150 HIGH .� ST Property Address JEANNE NAPLES Owner Owner's Name information is required for every W BARNSTABLE MA 02668 3/26/2021 page. Cityfrown 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.7/2 612 0 1 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 18 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 150 HIGH ST Property Address JEANNE NAPLES Owner Owner's Name information is W BARNSTABLE MA 02668 3/26/2021 required for every _ 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 l5insp.doc•rev.7/2 612 01 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 18 Co mmonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 150 HIGH ST Property Address JEANNE NAPLES Owner Owner's Name information is required for every W BARNSTABLE MA 02668 3/26/2021 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 '/z 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 asses system if the well water analysis, performed Y p y , pe ormed 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. r❑ ® 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.7/2812 0 1 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 18 r Commonwealth of Massachusetts (p Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 150 HIGH ST Property Address JEANNE NAPLES Owner Owner's Name information is required for every W BARNSTABLE MA 02668 3/26/2021 page. Cityr 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: r ' 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.7/2 612 0 1 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 18 II f - Commonwealth of Massachusetts Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 150 HIGH ST Property Address JEANNE NAPLES Owner Owner's Name information Is required for every W BARNSTABLE _MA 02668 3/26/2021 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 Description: Number of current residents: VACANT 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 El Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available last 2 ears usage WELL WATER 9 ( Y 9 (gpd))� Detail: Sump pump? ❑ Yes ® No Last date of occupancy: 6 MONTHS Date t5insp.doc•rev.7/26120 1 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal� g p System Form - Not for Voluntary Assessments ' 150 HIGH ST Property Address JEANNE NAPLES Owner Owner's Name information is W BARNSTABLE required for every MA 02668 3/26/2021 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 CM 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): t r 3. Pumping Records: ' Source of information: N/A Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: t5ins,p.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 •� .'y 150 HIGH ST Property Address JEANNE NAPLES Owner Owner's Name " information is W BARNSTABLE MA 02668 3/26/2021 required for every _ ' page. City/Town 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: 2005 PER ASBUILT ON FILE AT BOH Were sewage odors detected when arriving at the site? ❑ Yes ® No 5. Building Sewer(locate on site plan)_ Depth below grade: 4211 feet , Material of construction: ❑ cast iron µ ® 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.): LINE CHECKED WITH SEWER CAMERA AND WAS FOUND TO BE CLEAN AND PROPERLY PITCHED t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 18 ' r Commonwealth of Massachusetts ,�,p Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 150 HIGH ST Property Address JEANNE NAPLES Owner Owner's Name information is required for every W BARNSTABLE MA 02668 3/26/2021 page. City/Town State Zip Code Date of Inspection D.-System Information (cont.) 6. Septic Tank(locate on site plan): Depth below grade: 30"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: 211 Distance from top of sludge to bottom of outlet tee or baffle Scum thickness 2" 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? ESTIMATED Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 1500 GALLON TANK IN GOOD CONDITION. PVC TEES IN PLACE AND CLEAN. TANK AT NORMAL OPERATING LEVEL. t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 18 f Commonwealth of Massachusetts gp Title 5 Official Inspection Form ^4'�I Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 150 HIGH ST Property Address JEANNE NAPLES Owner Owner's Name information is required for every W BARNSTABLE MA 02668 3/26/2021 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 j 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.): - r 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 c Commonwealth of Massachusetts �r Title 5 Official Inspection Form /111o� Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 150 HIGH ST r Property Address JEANNE NAPLES Owner Owner's Name information is required for every W BARNSTABLE MA 02668 3/26/2021 page. CitylTown 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 EVEN 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 LEVEL AND WATERTIGHT L l5insp.doc-rev.7126/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 112 of 18 1 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 150 HIGH ST Property Address JEANNE NAPLES Owner Owner's Name information is required for every W BARNSTABLE MA_ 02668 3/26/2021 _ page. City/Town 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: 3- 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 , 5�4t Subsurface Sewage Disposal System Form - Not for Voluntary Assessments - 150 HIGH ST Property Address JEANNE NAPLES Owner Owner's Name information is required for every W BARNSTABLE MA 02668 3/26/2021 page. City/Town 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.): 3-3050 INFILTRATORS (28'X11')WITH STONE FOUND DRY DURING INSPECTION WITH NO EVIDENT STAINING. INSPECTION PORT INSTALLED PER PLAN 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 1 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 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ® 150 HIGH ST . v- Property Address JEANNE NAPLES Owner Owner's Name information is required for every W BARNSTABLE MA 102668 3/26/2021 page. City/Town 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.): f 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 .t' Subsurface Sewage Disposal System Form - Not for Voluntary Assessments %f 150 HIGH ST Property Address JEANNE NAPLES Owner Owner's Name information is required for every W BARNSTABLE MA 02668 3/26/2021 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 Commonwealth of Massachusetts Title 5 Official Inspection Form .� Subsurface Sewage Disposal System,Form - Not for Voluntary Assessments 150 HIGH ST Property Address JEANNE NAPLES Owner Owner's Name information is W BARNSTABLE _ _MA 02668 3/26/2021 required fcr every _ page. City/Town 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: HAND AUGER PERFORMED ONSITE AT TIME OF INSPECTION TO 12`WITH NO GROUNDWATER ENCOUNTERED. BOTTOM OF SAS AT 5' r 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 r Commonwealth of Massachusetts Title 5 Official Inspection Form <h Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 150 HIGH ST Property Address JEANNE NAPLES , Owner Owner's Name information is required for every W BARNSTABLE MA 02668 3/26/2021 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 t t l5insp.doc-•ev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 18 of 18 [OL l _ 1 No. p� �0 �' �� Fee �. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zipprica ' fo, ;Digpota[ *pgtem Conotruction Permit RZO m/3 Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components r Location Address or Lo o. I51' +i 1 6 H ST W• BARN Owner's Name, \ Assessor's Map/Parcel Instal =Ass, l.No. Designer's Name,Address and Tel.No. ,.se � p�r►An�S T—M cLE�t,A�' E�'171�Eti1 N� i f P.o. Box 4606 c�v. ��NN�t! 3qo- 1�11D Type of Building: p Dwelling No.of Bedrooms _ Lot Size 66 4sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) f? Other Fixtures Design Flow 3-? Z5 gallons per day. Calculated daily flow gallons. y_ Plan Date 6-3 0 - 04 Number of sheets CANE Revision Date Title S I-TG7 4n1- SEL-446F p w� Size of Septic Tank I S60 Type of S.A.S. 3 /A01 11L-K-4- —7-5� S7OA* �7o Description of Soil 0 -30 A-13 3a " �� �� ��L`( LD4M 6�P- 1�6 M$� SA•✓� JNature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to e e cons do nd maintenance of the afore described on-site sewage disposal system in accordance with the sio ill 5 f the n on Code an Inot to pl ce the system in operation until a Certifi- cate of Compliance has bee ' s e He It Si a Date Application Approved b Date 'a-- Application Disapproved for the following reas Permit No. S —a D-0 Date Issued - - --L— n------------- —————————————---— ---- V' 1 1` SR b THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance ' THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(P},Repaired( )Upgraded( ) Abandoned( )by at 150 4m 1. V-- has been constructgd in accordance with the provisions o Title 5 and the for Disposal System Construction Permit No. DQO 5 � dated I ! _5 Installer � '""� Designer � �L-� t The issuance of this p t 11 of be construed as a guarantee that t e sys i ction as desi ned. Date Inspect I� _ r i r s M r + Z No. %f7` G-0 v , ` ' :t 1 Fee '" `o —' THE:COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN-OF BARNSTABLEs MASSACHUSETTS 2ppricatto for Miopozar�*p�tent �on�tructiott erm�it Application for a Permit to Construct(P)Repair•(`'-)Upgrade( a.)Abandon( ) ❑Complete,System ❑Individual Components Location Address or Lot.No�0� Tl 1 6 H ST Iv• �A�N Owner's dd'ss an Tel.`N 4 O p —J Assessor's Map/Parcel ( y 20- ' - 3 Instal e ' 'I,A ress,an Tel.No. I Designer's Name,Address and Tel.No. 7�� D_er►Anzs�- Mctrt�tpry EN In/EE21 4 a P,o . 6oX y63 W. 9flvNi( 39 - 13Id � Type of Building: pp y, Dwelling No.of Bedrooms _ Lot Size 6 q'I O 2 sq.ft. Garbage Grinder( ) Other �Type of Building - No.of Person Showers( );,Cafeteria( ) E? Other Fiktures tDesign Flow 3 3 gallons per day. Calculated daily flow gallons. _ ,;Z1 Plan 'Date 6-7 0 - 04 Number of sheets ON 1 Revision Date Title SITE f109 SE -OL pUti Size of Septic Tank Type of S.A.S. /&I'I CT4,4f�/, -3.5' Si0A Vo Description of Soil Q " 30 /q' - fs U ' o 5/LT (Dam a°`I�, 15 6 M t? SA.✓h �J + Nature of Repairs or Alterations(Answer when applicable) - Date last inspected: Agreement: The undersigned agrees to efisawibe constructionrand maintenance of the afore described on-site sewage disposal system in accordance with the sions i 'id 5 f the. n ironmeatal Code an not to place the system in operation until a Certifi- =Cate of Compliance has been% s e He lth. `�'�'�� Si ffe�" ,, Date Application Approved b ' Date Application<Disapproved for the following reas d Permit No. Date Issued IP��'cF'1 i h ' ' THE COMMONWEALTH OF MASSACHUSETTS �* �/4/OS BARNSTABLE, MASSACHUSETTS Certificate of Compliance R ; THIS,IS TO CERTIFY,that the On-site Sewage Disposal System Constructed(P<�Repaired ( )Upgraded( ) Abandoned( )by at )So l rA k 94' IZ . has been construct d in accordance with the provisions o(Title 5 and the for Disposal System Construction Permit No. 99.0 5 Cd0 dated 1-� o 5'r Installer Designer The issuance of this pe• t 4 all of be construed as a guarantee thate sys ction as designed. . Date �� Inspect -_ l ����� ti I No. -------- —,— — ——----—�----Fie:•1` �F— �� . - - - THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLEs MASSACHUSETTS `"�- Migpool *pgtem Construction hermit Permission is hereby granted to Construct 1�,,)Repair( )Upgrade( )Abandon( ) System located at I 5 SA, j and as described in the above Application for Disposal System Construction Permit.The_applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. 'Provided:Construction must be completed within three years of the d to of this et :l, Date:_ I a-' S 4 Approved b Town of Barnstable .� . IKE rOk' Regulatory Services NP w G� Thomas F. Geller,Director EKRNs'Fi4BL�, Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Foam Date: 'O� Designer: 'MOI IAS MC LECLAN 9.5 , Installer: vv Address: P.O. Box 45 b 3 Address: P—A SI JENN)S /V)fi OZc q I /' {/> �/ . —2 On was issued a permit to install.a (date) (installer septic system at ased on a design drawn by (address) �FmA S-� MCc EU�n, EN6„-6+P ,dated r?'�6 O (designer) V I certify that-the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation_of.the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major-changes (i.e. greater than 10' lateral relocation of the SAS or,any vertical.relocation_of any component of the septic system)but in accordance with State'& Loc - —ei a ons.`Plan revision or certified as-built by designer to follow. OF MdBim N CIVIL (Inse ' ature) 1D. 71 Cd (Designer's gnature) ( x Desig>a Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTU THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLv '011 NUT HEALTH DIVISION. THANK YOU. Q:Health/Septic/Desiper Certification Form LeLi 06 - TOWN OF BARNSTABLE :'"fit'' °`4A LOCATION � °titi SEWAGE # VILLAGE Yt', 06 fry-n ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE'NO. 4&,') 5iyt, T Min SEPTIC TANK CAPACITY' -,/r0" " LEACHING FACILITY: (type) 3 T E (size) NO.OF BEDROOMS BUILDER OR CAR e� �- PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished bylit q - c _ r e D 0 -IARCE .;_ 02�'�z k Fee— ---- No. - -------- - -------------- BOARDIrOF HEALTH ��avplirat OWN Z B.A R N S TA B L E RECENED r�� ionArWell Cc w9truct ion Permit DEC o s 2004 -.-,,.,,,�. TABLE � n is ere ymade f r a /per1mit to Const uct (� Alter ( ), or Repair ( )an�ma`iVidualFWjllN1;j. . S �/ — �, � p[ —/HEAL I H DEPT. ovation= ddress Assessors Map and Parcel _ Owne Address 'oo ?�� Z-1 ---- Installer — Driller Address — Type of Building / Dwelling ��d -�-��----- Other - Type of Building--- ------- No. of Persons-- ---------- --- Type of Well C'9Se -- ---— Capacity--------- Purpose of Well Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private We Protec ion Regulation - The undersigned further agrees not to place t1e well in operation u Ce i 'cat has been issued by the Board of Health. Signed - - - - 3 date _ Application Approved By ate Application Disapproved for the following reason .----- — - ----- -- -- ---------- - --- ------------------ - — date Permit No. - -- Issued date------ -- - ----------— ---- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of COMPliance THIS ISAIP-CE'riFy That the Individual Well Constructed ( 4; Altered ( ), or Repaired ( ) Y by-- — Installer at has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. ------------------Dated------ -------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DAT3-------- ----- Inspector---------_________-- -- _-- No. Fee------------------ BOARD OF HEALTH TOWN OF BARNSTABLE Application Ar Well Con0ructionPermit Application hereby made-for a,permit to Construct ( 41; Alter ( ), or Repair ( )an individual Well at: ovation — ddress Assessors Map and Parcel / Owne — — Address Installer — Driller Address Type of Building 3 O edla l l Dwelling ----- -- — ----- r Other - Type of Building---- ------- No. of Persons------------ use �-�-� f Type of WellC J Capacity------- � Purpose of Well--- ---------- i Agreement: ' The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private We Protection Regulation - The undersigned further agrees not to place the well in operation untila Certificate, n is has been issued by the Board of Health. r� �� -7 Signed / v -� - — ` dates Application Approved By date t ... Application Disapproved for the following reason .------------ -—-= - -- f date Permit No. - — Issued------ -- - date--- -- -'-— BOARD OF HEALTH TOWN OF BARNSTABLE k..: ,. Certificate Of Compliance THIS IS T ---CER.TIFY,�That thhe- Inndivividual Well Constructed ( Z,); Altered ( ), or Repaired ( ) y Installer x at _//�_�/ - ('oe-) _?"�/ has been installed in�accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection j Regulation as described in the application for Well Construction Permit No. --------------------Dated------- --- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. i DATE------------- —- _.� Inspector--------- -- -- —------- BOARD OF HEALTH TOWN OF BARNSTABLE lVell Con5truct ion Permit JV No. - Fee-f----�-�-m.--- l Permission is hereby granted to Construct (t--rAlte )/r Repair-( ) an I dividual Well at: ---------------............ --..... -.... � No. — 71-61 Street r - - w� as shown on the application for a Well Construction Permit PP i i No.- - Dated - --- -- - -= ---— G ------------------ Board of Health DATE I �—— ' i FROM : CLIFFORD FAX NO. : 15083984248 t Jan. 06 2005 09:30AM P1 V L V V/ 6 V V V 111J 19 L V;A.l l ►:i V V V .'j V V - ►AV 61.. L i a ar y N V i► 61:I i/V VJ V V i 1 -A .3 EY IR07'1:071,ARO.RA7'ORIES,I,-%-C Asir$.f.,R7. NO-it j1"(1r3 Svnuurfel), hid 02i�3 �,0_I r U70 .FAX(.05)8 -6444 CiJIE►V9: Clifford Well Drilling LOCATION: 150 High St. RCDORI=SS: W. Bamstapke, NA GOLLEC7' D DY; Clifforc Well Drilling SAMPLE DATE; 12130/2004 SAMPLE TIME. 12:30 WATER SAjVPLE TYPE. New Well DATE RECUAIED: 12/3012-004 LAS I.Q. 9., 0412353 WELL SPECS.: 411 PVC xESULrS OF ANALYSIS: parameters unftS Fecommanded Results Method D02 Analyzed Limits Coi#v,-m bacioria flooml 0 0 92225 12130/2004 PF pH units $15.815 6.14 4800 H4 12/30/2004 Conductance umhos!Cm 500 127 120.1 12J30/2004 Nitrato-N mg/L 10.t1 1.77 300.0 12130/2004 IUitrite-N mg/L 1.00 < 0.0% 300.0 1213012004 56dlum mg/L 20.0 14.6 200.7 12/30/2004 Ire 4 mg/L 0.3 0.1 200.7 125012D04 Mangenaae mg/L 0.06 0.017 200.7 1213C/2004 Vola4rle Organics See Report MTBE ugiL 70 1 1=PA 524.2 1/5105 ChloroFOIT73 ug/L $0 4 SPA 624.2 115105 C0jWl19EN7S: pH is below recommended Ilmd and may have corrosive ahsractcristics. WATER MEETS EPA STANDARPS AIVO I$ SUITABLE FOR DRINKING PUPPOSES FOR PARAMETERS TESTED. ND■ None Detected. emless than >=greater than �. YN7C-too,numerous to count J O,onald J,Sa I , Laborafay P meOr FROM : CLIFFORD FAX NO. 15083984248 Jan. 06 2005 09:30AM P2 VI, VJI LVVJ 11ry 1J iV l'AA JVU7 IVV V164V JC.'+r1l��S!?4tl 4+'�JJJ ` wjvvJ) Vui ER EPA Method 524.2 a� VvlatUe orgartics by COMS Feld la: 4117d5ia maxr:x: ar�ueous P"),M:' . Contaillan aomL'YQAVU1 Client. C-wkvte0h LabO**r;M5,lat. Prcrarvatioq: fit2lC,pol W*r ary ID: 7977d41 QC Ba dl ID: VM7•�6�,t�4Y 5'ampted: 12-30434 12k-0 frtstrunrwt I D: ANS7 A40"t 6W Rac6vad: 12,3044 1344 Sample Vaiumrx: 25 ML A aiyz4d: 0141940E 00-2 Dilution Fame 1 lYtalrst: CM vmc i e9 7v-7t•s DlchlotaOfAuorometlsane BRL 0.9 7+47.11 C11 _ rrC ._� BRL "L 0.5 75.01� ViQ Chloride 74-83-9 Brarrcr+rrau BRL uR/1 b•+r I 7wo-3 9RL 75 694 I 1Mixhkxaflu0rorrielhme BRI, 0, 75 35�a 1.t.17l Iproeditxfe �.�-. - RR� 1 0._ yy-09 2 M t�ii oride� I _ Bftt uWL 04 wu,_ nifthem $RL ug/l 0.5 16S+F�}44 Me!Myl ten butyl Ether WIDE) t _-�--ugA. - - 4,5 75,34- 1,t�7ititlgCD�'sltRne ._.� T 6RL �- 1 upJ! _O 59A.20.7 a to nrt _ ASEL LV n.s i 156 50-2 C�v-1,2•DiChlotoCtheRne __ _ . — $RL 1 0.5 74-97--5 BtOmoClttaiom ante flRl_ 1 uWL 0.5 y1-55.6 t.iL TricirlrrnelhaeC _ _ ! BRL --_-- o.s Sb 73.5 Carbon TeYertdllolidB _ KKL __ o.S r 1 7-Dichl�mmpwe - 1 0-5 7t�13,2 aentens •, BRL _ - v&'L 0.5 107-O�i 1 �iai�►id�oedlwnp —,v CIRL 7g•Ot�s 7rid,lemethene BRL 78$?ve y.2 D{clrlG rra(w1a�e BRl u 'L 0.5 74.35.3 D; romarnott, +e BRL u L O.5 7r27-4 ftmodidiksometMm VRL ---- v —0-5------ laoetoi.s c!s-13-DILTti e BRL ><4B•B Toluene _ BRA, - 1 7 AZ b baad.l 3-iai 111 a BRL ` - _ 1+ 0.5 7�•005 7,1,2•Ch BRL_ _ v 0-5 727-18; Twachio ne _ SFLL Q 5 BRL 17M••3tl�1 Dlbrorryac�lrsnxn BRL �� --„_ �. v L_ 0,5 1arr92-a t,z lbramoelltane _EkRL_ I WWI- Q.s 10a- Chi agrwf _Irgll A3 DA 100-41-A bwaare 10aas31t1 [Para-X ene BRL uYJI DS,� 9S7F-fi m0mb- ene --- BRL ttPJL 100.42•S, e _ a" 0.6 7r'25-2 6 BL__ �_ 0.s A-BH opYllbenaene _ BRL �, - u�L o,d -- 7Q8.8frf rorrtalAtteste $�- -- .. u L .-= 79343 1,tz,z.tcKtacs+loroexnae,e_-- BRL _ _-- I -u _ T O.S=--� I - ugA its bldlZtxlr +----- 6RL �- worL • 108-67-8. }.5.6•Tr�.. ben7eRe� T__..�.-- -- -- - BRL _ ---.-..,�.-. p.i J y Groundwater A"Iy ict 1, Inc., P.O. 136x ZOU,228 Main 5trg4t, Buzzards Bay, MA 02532 FROM : CLIFFCRD FAX NO. : 15O839e4248 Jan. 06 2005 09:31AM P3 UI 'U3 U�b YED 1 1: kjU bUB .yd-5 6 4 4 D hINsIxUIht,r LAB toUU4/lit)4 - -- - -' ��rrW AATER A`` A 14ww■■/'LYT w- EPA Method 524.2(Continued) - � - Volatile Organics by GUMS Field ID: 0412353 Matrix: Agrw.rK POCO Cliit m W44 ow-IMR( l so Nigh St.w. contailon 40 mL VOA VW Clitnh f1wimbrA LA91610fiv,site. PrC^rvamon_ NfllCanl laboratory ID: 7971"1 QCAattrlr Io: vw..76trr-W sktttpfa& 174044 1ASO Ir6trumunt la MS-7 A*i Wt 66" Rwelvda 124W 1844 Sample.Volume: 25 rnL ,analyzeW: 014545 t1tk32 rXitttlon Factor y ,WYA: CM i4ao adt •.mow. U64364 torGt4ltaenr� _-— BRL 9606-6 }t_ButylbOnza:ne BRL u d.S 85-69-6 _ 7,4.±TfiffiethAbowne --DKL _ _ 0.5 1 S 9a tS_ a�-But IN! e,ir _ nrCt o.s 5a i•yg-1 _ t 3 aksttyro�ertua_ lie 7.6 ARL — U L 10&46.7 1,4-0 orohnnimne BRL �— EA.& I I ichlombeftwee _ BRL unk 0.5 104-51-8 n Butyl BRL u 015 96-1x� ���ol ,� a �------ 09L - _. e.� 120424 BILL 0.5 87-68 3 NItlllt�bbusidian� RRL _ ...._. 0.5 87-81-6 1 2 Trl ene - ---•• oaL__�. t u A 5 c WE 1A 8.7 S7 °b � 7ss—lx �e r 4.etrxsmo „_ aop►o i 1p 9.4 94 -n.130 McVwd Maa* AAL!!tods t•o1 dv DetwmWN*+aF GvSce,e C6Mpellnd n Wnki.tp W:kw¢Lpp1wvwra Ul,US EPA, EPA4001i "(1111199:k. MWJOCd Rev:91WA.1. import NoiatlOtl9i 11Rt Indkars aunrerwatton.if any,it bdaw mmtln8 lima hx artalyle, Retmrsnm twit is the low=cOnCrarvaw dt?can w rzrg*g*mv -ad under rwalne to wrawy aperating canditiom. Rgrunityt tutu am•djumd for omplt tlae arxldt4rtko• Grotlndwatef AUTY' tal,Inc.. P.O. Box 1200, 228 Main Street,Buzzards Bay,MA 02532 I LO CA TJON SEWAGE----P-ERMIT NO. VILLAGE INSTA L L E R'S NAME & ADDRESS . J. CRA* MEDEIROS f!S-A , Tm- cking V 'BalINT"T 142 Car-pamilan Shad -111-4FE-WE'll 62* OWNER 20 /I r--y' DATE PERMIT ISSUED DATE COMPLIANCE ISSUED -15rJ 1���01' PLAN 63 MODIFIED INSTALL SAFETY RAILING 44'4" Nj 27'-4" 27-8" 19'-O" 12-0" 2 V-4" D ALUM I 3 SCREENS 4 WD.DECK (1YP) I 5CREEN PORCH 18'-7"x 1 V-7" I 1 1'-5"x 1 V-7" INSTALL SAFETY 4 O n I RAILING SMOKE DETECTOR N 6'-O" 7'-O" 6-7' 1 1'-O" 6'-2" l TED SMOKE DETECTOR SCREEN 9'6"FROM FLR I Q-G.QJP 5D PHOTO ELECTRIC �� �y LINE(TYP) 12'-D" 2'-0" 5'-3 1/2" 4'-8 11/2" m 4'- t --------- I, 1 1'-9 1/4" 0 o 7 I 21'-4" © M.BATH t t'-6"x 5'-a' a M.BEDROOM KITCHEN 0� a 4"CONC.RR.OVER N 15'2"x 15'3" —.,.___ © DINING RM. ©I 1 1'-5"x 12'-3" COMPACTED SOILS N 12 4 x 12 3 I I BATH W/2"PITCH TO DR Q © I WALK-IN � 5'-11"x12'.3" II � I ©I in 0CLOSET O LAU DRY © C l O(2) 1 3/4"X 511 1/4"LVL CLOSET GARAGE �j O C 12' 1 3/4" 3'-6" 5'-4" 2 /4" eRoOn+s #1' QG.BM.FLUSHED ABOVE '`'''''t N 21'-0"x 23'-5" ;t 1 © SD HALL �Q O 9D 4 X 4 7 k2'- N 1607 FIREPLACE N 14'-8"x 5-2" m W P05T m R0.=45 1/2"W X 5D E — — C �? � 49 3/4"H X 28"D m — NOW"MMABLE �0 -iNEN UC HEARTH MATERIAL _ QQ m BEDROOM 2. = SD LIVING LIVING ROOM ® o 11'-8"x 12'-10" uc ET 21'0 x 12 10 I I I ICON 160T WOOD ©� DEN/ #2 (2) 1 3/4"X 16"LVL BURNING FIREPLACE O DR.HEADER ABOVE BEDROOM 3. SLANT FLR. � m / i9 12'-3"x 1 1'-4" NCIC 52-0„ IN CLOSET i9 I / 16'X 7'OVERHEAD DOOR L47) CLOSET 2'-1"a a'.9" 2 12'-7" 5'-9"— —5'-O" T-6" 6'-D' 3'6" 4'-6" &-roll 5'-0" 1 \1 4-- 1 4'-O" 12'-0" 22'-0' 18'0" 24'-0" 1 2 II FIRST FLOOR PLAN 150 High Street, W. Barnstable 1519 S.F.UV.AREA Scale: 1/4"=V-O" REEF REALTY LTD. Drawn by Date: 6/25/04 George Ru55a5 1519 TOTAL OF.LIV.AREA, 144 OF.SCREEN PORCH,228 S.F.WD.DECK&541 5F.GARAGE FIRGT FLOOR PLAN A3 OF 6 PLAN 63 MODIFIED 60'-01, ® SMOKE DETECTOR �15ONA-TUBE FTG5.0 3 -4 SD SMOKE DETECTOR 30"BELOW GRADE(TYP.) DROP FOUND.54" PHOTO ELECTRIC 1 O"50NA-TUBE ON BF24 FIGS.48" BELOW GRADE 1 1 12'-0" 44'-1" 22'-0" DROP FOUND.54" DROP FOUND.54" 5CREEN PORCH — WO.DECK ABOVE #3. (2) 1 3/4"X 9 1/2" ABOVE FULL FOUND. 4 6'-O" O LVL GIRD.ABOVE 77 I� os os — 7 - - - - - - - - - - - - - — i - - - - - - - i 2 X 6 PONY WALL ABOVE I �p 2 X 6 FULL Hf.WALL W/ SEE DETAIL D 4 8"X 3'4"CONC FOUND. I SEE DETAIL D-3 OST FTGS.BELOW FIR. ON 16"X 9"FTGS.W/ a gc I I 0 FULL DROP SECTION KEYWAY 0 WALK-OUT N a tY V 'A O N © 4 4"CONC FUR.OVER BASEMENT O I N 8"X 7-10"CONC.FOUND. a o I COMPACTED SOILS 50 10"x 26 10 N I I WALLS ON 16"X 9"CONC. I SPREAD FIGS. FL FL a W I 6 2 6-0 6'-O" 6'-01, 6'0 6'-4" m _ I GARAGE �� `��� I�� L I m I o BM.PKT. <t 20'8"x 22'8" 6 X 6 I J J 1J 8'- 1/2' _l 3 1/2"COL.ON GIRD.(TYP. d I 12'4" I I cV P05T — j — — — — 30"X 30"X 1 O' 3 1/2"COL.ON I I CONG.FTGS.(TYP.) v . 30"X 30"X loll III / I I `iI II z CONC.FTG5. �P z I N I/ I FUTURE BATH I a 4"CONC.FLR.OVER O N Q2 I I— I— s � h °a COMPACTED SOILS FS N 2 X 6 PONY WALL ABOVE I I FUTUREII S W X 3'-4'OONC.FOUND. I CL05ET I/j I ))I n 8"X 7'-10"CONC FOUND. `Q ON 16"X 9"FrC6.W/ I 1 WALLS ON 16"X 9"CONC. KEYWAY WALK-OUT N ® I — — SPREAD FTCfi. _ v Q DROP 16"FOR OVERHEAD DOOR Q m LO v-v - - - -. N Z N v P IF 2 X 4 STUD SEE DETAIL 0-1 WALL TO BE 4 LL FOUND. USED 4'-O' 12'-0" 22'-0" -- —- 18'0" 4'3" 16'-6" 3'-3" 1 2 _q. -4 FOUNDATION PLAN 150 High Street, W. Barnstable Scale: 1/4"=V-0" FEE REALTY LTD. Drawn by: Date: 6/25/04 George Ruaaa9 FOUNDATION PLAN A4 OF Co 4 i'LAN 63 MODIFIED 12" 2 X 12 RIDGE 15 LB.PAPER 9" 1 X6COLLAR 1/2CDX TIES®aa"o c ATTIC /PLYWD(TYP.) 2 X 10 RAFTERS 2 X 10 RAFTERS 0 t roll O G(TYP.) 0 1 G"OL.(TYP.) 2 X 8 O-G,J5TS ®troll O.C. (•[YP.) 4 X 4 AWM. VAULTED co.a POSTS SCREENS 9'roll FROM FLR. 4 X 4 POSTS CI�055 SECTION SEE DETAIL 5CREEN PORCH u 12" 2 X 12 RIDGE(TYI'.) g ASPHALT ROOF ASPHALT ROOF SHINGLES 2 X 10 P.T.FLR. 1 X 8 FASCIA&SOFFIT W/GONT.VENTS(T11'.) JSTS.a 16 O.G 15#FELT(TYP.) 1 X 6 COLLAR TIES 1 X 8 RAKES W/1 X 2 1/2"COX 0 48"O.C.(T11'.) MOULD. (TYR) PLYWD. 12"SONA-TUBE FTGS.C 10"SONA-TUBE ON 46"BELOW GRA .) BF24 FTGS.48' ATTIC LAY-OVER BELOW GRADE(17p•) 2 X 10 RAFTERS R-38 IN5UL IN ROOF BEYOND ®troll O G (TYP.) FLAT CLG.(TYP.) TYPAR HOUSE TYPAR HOUSE WRAP PP) 2 X 8 CLG.J51.5 WRAP(NIP,) C0 16"O.C. 1 J2"GDX Mr.) n 1/2"CDX 2 X 12 RIDGE(•fYP.) TI1 X 6 COLLAR PLYWD.(rn'.) FOYER ao5. HAIL LAUNDiZY B " AtH �-�•(rn'•) R-13 INSUL I I R-13 INSUL ES 0 48"O.C. (TyP) STAIRWELL (Typ) R-191N511L Pi u u II II I I II ASPHALT ROOF 2 X 4 X 7'-4"STUDS (iYP. 3/4U E&NAIL T&NI SHEATH 2 X 4 X 7'-4"STUDS 12" ®16"OG (TlP.) GLU tu 0 1 G"O.C. 91, 15#FELT(TIP.) 2 X 10'5 0 BEYONDgmummmmmmmm ATTIC 1/2"CDx SLANT 17 (3)2 X 12 (Tyr.) HEAMM. WD.GIRD. 2 X 10 RR,J5T5 PLYWD. 2 X 7 0 RAFTERS i X 6 ALT.HANGERS DAMP PROOF SF..X6W/ I I ®1 roll OG W/R- F2 X 6 PONY 2 16"or_ 6 EA JST.OVER 6'-0" 2 X 10 RAFTERS BELOW GRADE 3 1/2"LALLY 19 INSUL(fYP.) WALL FROM EXT.WALLS 0 16"OL. (TYP.) I COLS.(TYP.) 8'X 7'-10"POUR. ° CONIC.FOUND. , © ©� 8'X 3'-4"POUR. 2 X 8 GLG.JSTS WALLS".) B5M T. CONC.FOUND. toll O.C. (TIP.) (2)1 3/4"X 1 G"LVL WALLS(TYP.) 1/2"COX HEADER ABOVE OR B � I 1/2"COX troll X 9"CONG FTGS. 30"X 30'X 10"CONC. PLYW .(�•) 1'L •".) W/KEYWAY 4"CO RR.OVER 2 X 6 PONY WALL ABOVE COL FTGS.(TYR) 16"X 9"CONIC.FTGS. FIIIINNNN VVVV IIII ') COMPACTED SOIL 8"X 3'-4"CANG FOUND. W/KEYWAY GARAGE 2 X 6 FULL HT.WALL W/ 2 X 4 STUDS ON troll X 9"FIGS W! 0 loll or_ ©© 2 X 4 STUDS KEYWAY WALK-OUT FROST FIGS.BELOW FLR. 0 troll or_ KEYWAY FULL DROP SECTION 4"CONG FLR.OVER 8'X 7-10"CONC. COMPACTED SOLL5 8'X 7'-10"CONC. CR055 SECTIO N W/2"PfrCH TO DR FOUND.WALLS OUND.WALLS r 16"X 9"CANT.CONC. FIGS.W/KEYWAY(TYP.) 150 High Street, W. Barnstable 2 CK055 SECTION Scale: 1/4"_1'-0" REEF REALTY LTD. Drawn by: Date: 6/25/04 George Ru66a6 CI2055 5ECTIONS a5 OF 6 F LOCUS N ASSESSORS MAP: 134 PARCEL: 20-1 TEST' HOLE LOGS NOTES m CURRENT ZONING: RF ENGINEER: THOMAS MCLELLAN, P.E. 1. VERTICAL DATUM: ASSUMED FROM QUAD (NGVD WITNESS: DAVID STANTON, R.S. MINIMUM BUILDING SETBACKS: AL WATER IS NOT AVAILABLE, � 2. MUNICAP FRONT: 30' SIDE: 15' . REAR: 15' DATE: 4-22-04 (P#: 10,698) 3. SCHEDULE 40-4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM. PEROLATION RATE: < 2 MIN / INCH ' 4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH BOG FLOOD ZONE: C 8p TTI 81.0 TH-2 80.0 AASHTO 1I-20 LOADING SPECIFICATIONS. O/A HORIZON = "} TF6' �3. O/A HORIZON ELEV. ELEV 5. PIPE PITCH 1/4" PER FOOT (UNLESS. NOTED OTHERWISE). LOAMY SAND LOAMY SAND 1 6„ lOYR 2/2 : „ 80.5 6" IOYR 2/2 79.5 6. FIRST T OF PIPE OUT OF D-BOX TO BE SET LEVEL. .._ B HORIZON 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE e B HORIZON LOAMY SAND USE OF A GARBAGE DISPOSAL. LOCATION MAP a LOAMY SAND I 10YR 6/8 " 30" lOYR 6/8 77.5 � 24" 79.0 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE PARCEL A (69,182 SF) "I Cl HORIZON STATE OF MASS.ENVIRONMENTAL CODE (TITLE FIVE)AND LOCAL EDGE OF WETLAND .20 C HORIZON SILT/SANDY LOAM HEALTH REGULATIONS. .25 MED-COARSE'SAND 84" 2.5Y 5/4 73.0 1 - - _� ' . 30 2.SY 6/4 ` C2 HORIZON 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO ' CONSTRUCTION. I 35 MEDIUM SAND _ _ _ _ - _ ,40 138' 69.5 156" 2.SY 7/4 67.0 10. GROUP.'D COVER OVER ALL°SEPTIC SYSTEM COMPONENTS NOT TO �30 _ EXCEED 3'. _ _ _ _ _ _ - ' " , -45 NO GROUND WATER ENCOUNTERED 35_ - - - - _ - -, _ .,• 11. ALL UNSUITABLE SOIL (SILT LOAM, APPROX. 84 DEEP)WITHIN 5' OF 50 BENCHMARK AT PROPOSED LEACH AREA IS TO BE REMOVED AND REPLACED WITH . - - - - - , - - CONCRETE BOUND g CLEAN MEDIUM SAND. ELEVATION = 53.3 ' p. loo' FxoM WETLAND S P TIC SYSTEM DESIGN 40 FLOW,ESTIMAT!:: EXISTING LEACH PIT 45 - ' - " r - ' -.-;, " - - ` _ - - . . ��• 3 B1 nF.00MS AT 110 GAL/ DAY = 30 GAL ! DAY S (162 FROM PROP. WELL) - - - - SEPTIC TE,NK: LP 55' ,;- ' _ " _ _ - %/ _ ` ` -'�+ `.` .` `.` ``` ` 330 Gl.L/ DAY x 2 DAYS = GAL O10 ` 6Q_ 55 USE 15C0 GALLON SEPTIC TANK $ 72 68 - - - y - - - , - ' + 15.5'11 12' DK 52.5' ` - - _ - ' ` + LEACIIIN� AREA: 4' - - - 13'76. - - - - - - - - -' - � - , ` + ' 60 PROPOSED - - - - - ._ - + 62 4 , - - - - ' � • •� + b.. 3 BEDROOM 24 78, - - - ' - . _ . + 64 USE13 I'+1FILTRATOR CHAMBERS (MODEL 3050) WITH i DWELLING _ _ 66 '; - 13 GAR 801 - - - -- - ' � 82 1 + - - - ` ` '68 3.5' OF,STONE ALL AROUND (28.4' x 11.2' x 2' DEEP) 12' 2 22 18' � EXISTING WILL - - - - - , ` --�-" 70 '� 1[A P�" sn 'fA rt7 (' • ,T;. • . ]50' FROM- - - NTH-1 72 C'_ = - PROPOSED S DWELLING - - WELL TH-2 BOT[OM AREA: 28.4' x 11.2 318 SF 84 - - - _ _ \ 1` �` (0.74) - 235 GAL/DAY PROPOSED WELL 74 k (LEACHFROM PROP. f - CAPACITY = 352 GAL/DAY 105' FROM S.T.) 86 76 L > SEPTIC SYSTEM SECTION 88 • '�- 39p•- w ' 78 BENCHMARK AT 2„ PEASTONE ' , • -® 9� ` . �. ®�•;, 80 WOOD STAKE COVERS WITHIN 12" OF 92 ELEVATION = 90.1 98.0 FINISED GRADE 94 - ' �P TOP OF FOUNDATION (ONE INSPECTION COVER WASHED STONE _ - ��. ,r �c 0,� df- 82 TO BE WITHIN 6" OF GRADE) 98 � 1•f, - � � 6O��dp J�Q `rGti� ` ` � � `� ` ` COVER 1 - ' - ': 'r`�it�,y ••�. �► 84 TEE AT INLET (1 ) _ _ - - _ ' -; 9�0 `� •.. ''.,� LP ELEV.- 80.0 85.75 1~ F ! - -- - - • �� *•� C9,P `` . 88 EXISTING LEACH PIT ELEV. 80.0 m mum a , 79.83F o 90 .. 86.0 1500 GAL ELEV. E� 77.5 ELEV. u po ` ps 1 . ,� 1 1 s, ELEV. SEPTIC TANK D-BOX � 3.5' ELEV. A ,`' (6" OF STONE UNDER" 92 rs IE 88.0 28.4' 1 + o (6" OF STONE UNDER OR 0 ELEV: MECHANICALLY COMPACTED) 79.5 3 INFILTRATOR CHAMBERS (MODEL 3050) ` 94 �p (UNDER SLAB) GAS BAFFLE �- ......�.,, . TEE SIZES: AT OUTLET TEE ELEV. WITH 3.5' OF STONE ALL AROUND (28.4' x 11.2' x 2' DEEP) ...... INLET: 6" UP, 13" DOWN G OUTLET: 6" UP, 14" DOWN 100 KEY: 102 _ SITE AND SEWAGE PLAN ` `1� EXISTING CONTOUR: _ ... V DATE . APPROVED BY PROPOSED CONTOUR. .. . ...- .. ...• I LOCATION: 104 EXISTING WELL -� EXISTING SPOT ELEVATION: 25.5 r-` 150 HIGH STREET (PARCEL A) j �Q 102 f PROPOSED SPOT ELEVATION: 25.5 I ,,-j:� ,•p ,. Sr°' i WEST BARNSTABLE, MA DM TEST HOLE: - 'pJ,�;:3 JOHN UTILITY POLE: -�-- �v' 1 COY r.. DEMARES E J� D c No. 36859. i PREPARED FOR EMAREST - M LELLAN ENGINEERING FENCE LINE: °., ,o 24 SCHOOL STREET, P.O. BOX 463 � gA ,to - ea REEF REALTY WEST DENNIS, MA 02670 HYDRANT: -� i ���' a� URVE ' PHONE& FAX: (508) 398-7710 RETAINING WALL: � � 1"+ I �" SCALE: 1 = 40 DATE: 6-30-04 DMIi 04-16 REFERENCE: PLAN BOOK: 239 PAGE: 29 THOMAS McLEL ' N, P.E. JOHN Z. DEMAREST JR., P.L.S. --_ e ASSESSORS MAP: 134 PARCEL: 20-1 ,- Locus N TEST HOLE LOGS NOTES CURRENT ZONING: RF ENGINEISR: T 1IOMAS McLELLAN, I'.E. 1. VERTICAL DATUM: ASSUMED FROM QUAD (NGVD +/-) WITNESS: DAVID STANTON, R.S. c� MINIIVIt1M BUILDING SETBACKS: 2. MUNICAPAL WATER IS NOT AVAILABLE.' I DA 4-22-04 (P #: 10,698) FRONT: 30' SIDE: 15' REAR: 15' 3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM., PERCOLATION RATE: < 2 MIN / INCH ! 4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH FLOOD 'ZONE: C TfITI TH-2 AASHTO H-20 LOADING SPECIFICATIONS. lG� 80 - 81.0 80.0 �6 ELEV. ELEV. 5. PIPE PITCH.= 1/4" PER FOOT (UNLESS NOTED OTHERWISE). O/A HORIZON O/A HORIZON LOAMY SAND 6,. LOAMY SAND lOYR 2/2 8U.5 6" lOYR 2/2 79.5 6. FIRST 2' OF PIPE OUT OF D-BOX TO BE SET LEVEL. ! B HORIZONB HORIZON 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE LOAMY LOAMY USE OF A GARBAGE DISPOSAL. LOCATION MAP �r OYR gS, ND 30" 10YR 8SAND 77.5 PARCEL A (69,182 SF) c�`b 24" 79.0 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE w C 1 HORIZON STATE OF MASS. ENVIRONMENTAL CODE(TITLE FIVE) AND LOCAL c EDGE OF WETLAND .20 5 C HORIZC.�I SILT/.SANDY LOAM HEALTH REGULATIONS. MED COARSE SAND S4^ 2.5Y 5/4 73.0 - - 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO ,, 30 2.5Y 6/4 C2 HORIZON CONSTRUCTION. ,35 MEDIUM SAND 40 138', 69.5 156" '2.5Y 7/4 67.0 10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED 3'. ' /30 _ _ , -45 'NO GROUND WATER ENCOUNTERED 35 ' - SU BENCHMAP.K AT 11. ALL UNSUITABLE SOIL (SILT LOAM, APPROX. 84" DEEP) WITHIN 5' OF PROPOSED LEACH AREA IS.TO BE REMOVED AND REPLACED WITH CONCRETE BOUND - CLEAN MEDIUM SAND. - ELEVATION 53,3 - - C -+ SYSTEM DESIGN IC SYSTE DEDESIGN100' FROM WETLAND _ 40 - - FLOW' ES1_IMAT'E: EXISTING LEACH PIT - " ` r - _ - - - - _ ` \` �• r� (162 FROM PROP. WELL) 45 - - ' - - ' - - - _ _ _ _ - 3 : BEDROOMS AT 110 GAL / DAY = 330 GAL ! DAY 50' _ _ ' �� ` .\ SEPTIC 'I'f,._i 1K: -- 55 - _ 330 GAL. I DAY x 2 DAYS = 660 GAL 60 55 USE 1-KO_ GALLON SEPTIC TANK 6.4 , 69',-- - ' > ' \ 15.5' 4 DK 52.5' 72, . _ _ - - - - - - - _ ' LEAC.IilI;t; AREA: k 76 _ - - - - - _ , 60 - - 13' 4, PROPOSED ` 62 3 BEDROOM .24' 78 , - - - - - - - _ _ \A_ - , _ �\ , 64 USE,3 INFILTRATOR CHAMBERS (MODEL 3050) WITH _ DWELLING 66 13' GAR EXISTING WELL 82 ,r - _ _ _ _ _ _ - - _ _ _ ` ,� ``� ,68 3.5' OF S i ONE ALL AROUND (28.4' x 11.2' x T DEEP) 12' 2 22, 18, 24' 70 a 1i T, x , ScF ,071, 17 C,ALP ' t 15(1' FROh! WELL �i ii-i , , TLI-2 , `` 72 - (0.74 1 ROFOSED DWELLING r ,_ - ` 30TIOM .1REA: 28.4' x 11.2' 318 SF ) = 235 GAL/DAY PROPOSED WELL - - - - - - - ` 74 CAPACITY = 352 GAL/DAY (157' FROM PROP. ` " Imo- LEACH AREA - FJ�O - - - - - - - - �\ ^^i\ 105' FROM S.T.) ' ' `tl . h' 76 L > SE��TIC SYSTEM SECTION I 88 - T`r 78 - 2" PEASTONE 79 BENCHMARK AT -®^ _9 ` `` � `• \` � WOOD STAKE �„ COVERS WITHIN 1� OF , ' -�Y � \ ` \�':.\ �`� 80 ELEVATION = 90.1 FINISED GRADE 92 98.0 (ONE INSPECTION COVER 3/4 1 1/2" ' ` \ I'OP OF FOUNDATION WASHED STONE 94 -r -Y O� �'�j � ' \ \ 82 TO BE WITHIN 6" OF GRADE) 3' MAX. 96 98 l �_ i/ J , \\ - COVER 84 TEE A1' INLE"I' 1 ��G6 (1' MIN) ELEV.= 90.0 LP 86 IL 85.75 - - 88 ELEV. 79.83 0 a . ,' EXISTING LEACH PIT ! r 1 S r . , `90 -� 86.0 1500_ GAL ELEV. ELEV. 0 77.5 . �..._ ELEV. D-BOX e 3 ELEV. n \ SEPTIC TANK (6" OF STONE UNDER" U O A \ L�J 1. r r' 96 '�'/L r r s r r , r r -�► 92 G� 88.0 (6" OF STONE UNDER OR 28.4 ` ELEV: MECHANICALLY COMPACTED) 3 INFILTRATOR CHAMBERS (MODEL 3050) � : , \ \ ` o (UNDER SLAB) GAS BAFFLE ELEV. , WITH 3.5' OF STONE ALL AROUND w ............ � 96 2r TEE SIZES: AT OUTLET TEE INLET: 6" U1', 13" DOWN (28.4 x 11.2' x 2 DEEP) 98 c� OUTLET: 6" UP, 14" DOWN too KEY: ' 102 SITE A 104 EXISTING CONTOUR: PROPOSED CONTOUR: .... .... APPROVED BY: DATE: rr ` r-- LOCATION: O� PdF4� , � I�t 104 EXISIING ��'ELL -� EXISTING SPOT ELEVATION: 25.5 _. Z 150 HIGH ST , +C1 - r _ 102 PROPOSED SPOT ELEVATION: 25.5 WEST BARNSB1 TEST FIOLE. JOHN - DM b f.l �,rvrd DEM.ARES! .lk BlJl t)EI3"�"ti,"lii�TtlFlt= UTILITY POLE: -C� PREPARED FOR ,o No. 35b59 ' DEMAREST McLELLAN ENGINEERING _ - - �4 < DATE_ FENCE LINE. ..� of REEF REALT . t 24 SCHOOL SIR-ET, P.O. BOX 463 -- WEST DENNIS MA 02670 HYDRANT: - - �� vRv SCALE: 1" - 40 DATE: 6-30-04 l PHONE & FAX: (508) 398-7710 RETAINING WALL: ; Y Yl', i REFERENCE: PLAN BOOK: 239, PAGE- 29- DM# 04-16 F THOMAS MCLELLAN, P.E. JOHN' Z. DEMAREST JR., P.L.S. E