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2231 MEETINGHOUSE WAY/RTE 149 - Health
` 2231 Meetinghouse Way u = y o 155-001 West Barnstable i 4 t L , CERTIFICATE OF ANALYSIS Page: 1 of 1 . L Barnstable County Health Laboratory (M-MA009) Report Prepared For: Report Dated: 10/30/2015 Wayne Miller Order No.: G1590881 r� PO Box 711 W Barnstable, MA 02668 Laboratory ID#: 1590881-01 Description: Water-Drinking Water Sample#: Sample Location: 2231 Meetinghouse,W Barnstable Collected: 10/2*15 Collected by: customer Received: 10/287-2"015 Routine ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED NOTE Nitrate as Nitrogen ND mg/L 0.10 10 EPA 300.0 LAP 10/27/2015 Copper 0.26 mg/L 0.10 1.3 SM 3111 B LAP 10/28/2015 Iron 0.12 mg/L 0.10 0.3 SM 3111B LAP 10/28/2015 pH 6.4 PH AT 25C NA 6.5-8.5 SM 4500-11-13 DCB 10/26/2015 Sodium 8.8 mg/L 2.5 20 SM 3111E LAP 10/28/2015 Total Coliform Absent P/A 0 0 SM 9223 RG 10/26/2015 Conductance 97 umohs/cm 2.0 EPA 120.1 . DCB 1 0/2 612 0 1 5 Water sample meets the recommended limits for drinking water of all the above tested parameters. Attached please find the laboratory certified parameter list. Approved B,' (Lab Director) ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level 3196 Main Street, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Commonwealth of Massachusetts z Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments "r 2231 Meeting House Way, Rt. 149 r� Property Address 4 Wayne Miller Owner Owner's Name ,vF� information is W Barnstable MA 02668 10/5/2015 required for every page. CityrTown 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 A. General Information filling out forms on the computer, use only the tab 1. Inspector: key to move your cursor-do not James Ford use the return Name of Inspector key. a Company Name P.O. Box 49 Company Address �« Osterville MA 02655 City/Town State Zip Code 508-862-9400 S12482 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000). The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Eva ion by the Local Approving Authority 10/8/15 Ins pe t is Signature Date The y tem inspecto shall submit a copy of this inspection report to the Approving Authority(Board of He h or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins•3/13 Title 5 Offcial Ins eclion Form:p o .Subsurface Sewage Disposal System Page 1 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 2231 Meeting House Way, Rt. 149 Property Address Wayne Miller Owner Owner's Name information is required for every W. Barnstable MA 02668 10/5/2015 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® 1 have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B) System Conditionally Passes: ❑ One or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no" or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old* or the septic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): I5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments '„ e •" 2231 Meeting House Way, Rt. 149 Property Address Wayne Miller Owner Owners Name informarequired for is every W. Barnstable required for eve MA 02668 10/5/2015 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b) that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments '�.,,a •°`~ 2231 Meeting House Way, Rt. 149 Property Address Wayne Miller Owner Owners Name information is required for every W. Barnstable MA 02668 10/5/2015 page. CitylTown State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: *' This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No" to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than day flow t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts v Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 2231 Meeting House Way Rt. 149 Property Address Wayne Miller Owner Owners Name information is required for every W. Barnstable MA 02668 10/5/2015 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privyis less than 100 feet et 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.] El ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area— IWPA) or a mapped Zone II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 2231 Meeting House Way, Rt. 149 Property Address Wayne Miller Owner Owners Name information is required for every W. Barnstable MA 02668 page. City/Town date o2015 State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate "yes" or"no" as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ❑ ® Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ❑ ® Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms 2 2 (design): Number of bedrooms (actual): DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 220 15ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 r f Commonwealth of Massachusetts = Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °^,a 2231 Meeting House Way, Rt. 149 Property Address Wayne Miller Owner Owners Name information is required for every W. Barnstable MA 02668 10/5/2015 page. City/Town State Zip Code Date of Inspection D. System Information Description: Number of current residents: 2 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection information in this report.) ❑ Yes ® No Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available (last 2 years usage (gpd)): private well Detail: Sump pump? ❑ Yes ® No Last date of occupancy: currently Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °�a,e •'F 2231 Meeting House Way, Rt. 149 Property Address Wayne Miller Owner Owners Name information is required for every W. Barnstable MA 02668 10/5/2015 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: _pumped in 2014 - per owner Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) 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): 15ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 • Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments A,•'" 2231 Meeting House Way, Rt. 149 Property Address Wayne Miller Owner Owners Name information is required for every W. Barnstable MA 02668 10/5/2015 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: system installed - 5/3/2001 per as-built Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): 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.): Septic Tank (locate on site plan): Depth below grade: 5 feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 gal. Sludge depth: 2 15ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 2231 Meeting House Way, Rt. 149 Property Address Wayne Miller Owner Owners Name information is required for every W. Barnstable MA 02668 10/5/2015 page. CityTTown State Zip Code 'Date of Inspection D. System Information (cont.) Septic Tank (cont.) Distance from top of sludge to bottom of outlet tee or baffle 25 Scum thickness 1 Distance from top of scum to top of outlet tee or baffle 5 Distance from bottom of scum to bottom of outlet tee or baffle 12 How were dimensions determined? measure Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): The pvc tees were present. no sign of leakage. recommend pumping every 3 years or eariler depending on the use. Grease Trap (locate on site plan): Depth below grade: n/a feet Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene El 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 15ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 f Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 2231 Meeting House Way, Rt. 149 Property Address Wayne Miller Owner Owners Name information is required for every W. Barnstable MA 02668 10/5/2015 page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): N/a Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No ns•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Lt5i 7 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 2231 Meeting House Way, Rt. 149 Property Address Wayne Miller Owner Owners Name information is required for every W. Barnstable MA 02668 10/5/2015 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 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.): The D- Box was normal. speed levers were present The outlet inverts were 24" below. 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. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: l5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 I Commonwealth of Massachusetts iffimS Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 2231 Meeting House Way, Rt. 149 Property Address Wayne Miller Owner Owners Name information is required for every W. Barnstable MA 02668 10/5/2015 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ® leaching trenches number, length: 50' x 6'x .5' per asbuilt ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): There was no sign of failure from the field A camera was used to inspect Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins•313 Title 5 Official Inspection Form:Subsurface Sewage Disposal system•Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 2231 Meeting House Way, Rt. 149 Property Address Wayne Miller Owner Owners Name information is required for every W. Barnstable MA 02668 10/5/2015 page. CltylTown State Zip Code Date of Inspection D. System Information (cont.) - Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy(locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): N/a l5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for VoluntaryAssessments ssments • a 2231 Meeting House Way, Rt. 149 Property Address Wayne Miller Owner Owner's Name information is required for every W. Barnstable MA 02668 10/5/2015 page. CitylTown State Zi Code P Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately A - L A a 17 7.-,Lr 3 a Is 19� 0 � a 3 3S� a I yaya3 t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 J r - Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 2231 Meeting House Way, Rt. 149 Property Address Wayne Miller Owner Owners Name information is required for every W. Barnstable MA 02668 10/5/2015 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ® Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 7'+/- 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: Topo and water contours map ❑ Checked with local excavators, installers -(attach documentation) ❑ Accessed USGS database -explain: You must describe how you established the high ground water elevation: The site is approximatley 7' higher in elevation than the surrounding open water trout brook farm in the back yard. Before filing this Inspection Report, please see Report Completeness Checklist on next page. L15ins-3f13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts 4 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 2231 Meeting House Way, Rt. 149 Property Address Wayne Miller Owner Owner's Name information is required for every W. Barnstable MA 02668 10/5/2015 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ® System Information— Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file I t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 LAW OFFICES OF JOHN R. ALGER, P.C. ATTORNEY AT LAW PARKER R 5 KE AD O P. O. BOX 449 OSTERVILLE, MA 02S5S-0449 TELEPHONE(SOS)42S-BS94 FAX(SOs)420-3162 April 4, 2001 Board of Health Town of Barnstable 367 Main Street Hyannis, MA 02601 Re: Wayne Miller Ladies & Gentlemen: I enclose herewith a copy of a deed restriction as recorded in .the Barnstable Registry of Deeds regarding 2231 Meetinghouse Way,. West Barnstable., If you have any questions, please do not hesitate to get in touch with me. Very truly yours, JRA/db Enclosure cc: Wayne Miller MAY-07-01 09:14 AM DOWN CAPE ENGINEERING 509 362 9880 P.02 939 main street rt 6a tel.(508)362-4541 Yarmouth port fax(508)362.9880 R+ass 02675 down cape engineering Structural design civil engineers&land surveyors Arne,H.Ojala P,E.,P.L.S. land court Daniel A.Ojala,P.L.S. surveys May 7, 2001 site planning sewage system Thomas McKean, R.S. designs Barnstable Board of Health 367 Main Street inspections Hyannis, MA 02601 perrttus Re: Blue Water Trout Farm, Rte. 149, W. Barnstable Dear Tom: Down Cape Engineering, Inc. performed an inspection of the soil removal and the newly constructed septic system at the above-referenced location. The soils removal was satisfactory and the septic system is hereby certified to be installed in substantial compliance with the approved plan. If you have any questions, please do not hesitate to call me. Yours truly, Arne H. Ojala, PE, PLS Down Cape Engineering, Inc. cc: W. Miller, MD IMAY-07-01 09:14 AM DOWN CAPE ENGINEERING 509 362 9890 P.01 939 main street ( rte i6A } tel. 508-362-4541 yarmouthport, mass 02675 fax 508-362-9880 down cape engineering, inc. civil engineers & land surveyors LAND COURT SURVEYS FACSIMILE TRANSMITTAL FORM 508 362 9880 DATE: �� Arne H. Ojala P.E., P.L.S. _ SITE PLANNING TO: FROM: MESSAGE: SEWAGE SYSTEM DESIGNS INSPECTIONS PERMITS CLIENT NAME: JOB#: NUMBER OF PAGES (INCLUDING COVER PAGE)� v _ IF YOU DO NOT RECEIVE ALL PAGES OF THIS TRANSMISSION, PLEASE CALL 508-362-4541. f" tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. Daniel A.Ojala, P.L.S. land court surveys May 7, 2001 site planning sewage system Thomas McKean, R.S. designs Barnstable Board of Health 367 Main Street Hyannis, MA 02601 inspections permits Re: Blue Water Trout Farm, Rte. 149, W. Barnstable Dear Tom Down Cape Engineering, Inc. performed an inspection of the soil removal and the newly constructed septic system at the above-referenced location. The soils removal was satisfactory and the septic system is hereby certified to be installed in substantial compliance with the approved plan. If you have any questions, please do not hesitate to call me. z Yours truly, Arne H. Ojala, PE, PLS Down Cape Engineering, Inc. cc: W. Miller,- MD TOWN OF BARNS ABLE/ : LOCATION Z231 106en ✓E /base t / �T?WAGE # VILLAGE 11J° 131? �� 1 ASSESSOR'S MAP& LOT 15S.C® INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 65-02 LEACHING FACELITY: (type) (size) NO.OF BEDROOMS BUILDER OR OWNER PERM TDATE: 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 faciliW f Feet Furnished by �,?lzS =Z3` 44 4 % p Zoe- 3 3°1i°i 3S rG .tv L4ldc r NOOSE ��� tv �T�WN OF BAPNSTABLEG L `1r, � OCXTION __ ll � SEWAGE # �tO-� i VILLAGE G� _JCC - ASSESSOR'S. MAP & LOT f rS�00� INSTALLER'S NAME&PHONE NO.B—o ar,-D Le,'i n1 t GOdIC ;-- SEPTIC TANK CAPACITY f�S a� 6 4'L. LEACHING FACILITY: (type)'-RzC-N� (size) SD f NO.OF BEDR l �-- BUILD OR O PERMITDATE:4-1-dq 1 COMPLIANCE DATE: Separation Distance.Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by a3 LT .. I f - - THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: A Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zipprication for Digpo!5a1 *pgtem Congtrurtion Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No. a,3 / ,fir-/t/If Owner's Name,Address and Tel.No. Assessor's Map/Parcel AQmis&/;16 1, d 11,p 14W1e� Installer's Name,Address,and Tel.No. ems' Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size 1 404Wft. Garbage Grinder(Ato, Other Type of Building ;iZAWKe No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow_ gallons per day. Calculated daily flow �� gallons. Plan Date 9 Number of sheets Revision Date that jjzozee Title 5)> L' lzo Size of Septic Tank / © 9 Type of S.A.S. -5'10/Ie %e/ Description of Soil Nature of Repairs or Alterations(Answer when applicable) ZIZ-le r iW.dG/?l DESIGNING ENGINEER Date last inspected: IY IN W�I ' G ff�1ST�.LLATION AND CERTIFY IN STRICT Agreement: THE SYSTEM WAS INSTALLED AC5ORDANGETO F A& The undersigned agrees to ensure the construction and maintenance of the afore escribed on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by s Boar�oe Signed Date ��� Application Approved by ` Date y CI Application Disapproved for the following rea ons Permit No. Date Issued No /Sj O C I Fee THECOMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Ziporication-for Mizpogal *pgtem Congtruction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System El Individual Components Location Address or Lot No. �7 % Owner's Name,Address and Tel.No. Assessor's Map/Parcel �, y> /7� wa/ Ile Installer's Name,Address,and Tel.No. / Designer's Name,Address and Tel.No. 7/�9.3 362-yS`y/ Type of Building: Dwelling No.of Bedrooms Lot Size �5 ACls'°5ft. Garbage Grinder( 0 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow j/'O gallons per day. Calculated daily flow 7� gallons. Plan Date /941 Number of sheets / Revision Date tAru /1hD/e Title !:�Ie;xe o� Size of Septic Tank /^50/ 9,�Vl Type of S.A.S. 5710/7e 1 ele� Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction'and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by t is Board ofHealt . R.. a / Signed .�1 ='�� .___ Date Application Approved by f Date LI 9 U ! Application Disapproved for the following reasons Permit No. Date Issued - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired (-OfUpgraded Abandoned( )by at 2,731 r Gil,.)�O M, ' le has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 7,0y/-2// dated y Installer Designer The issuance of this re��t shall not be construed as a guarantee that the s st ill fu toXdesDate S /, c; / Inspector y o _ No. /� `-Z ------O�^—�U_I------.--------Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS igoogai *pgtem Congtruction Permit Permission is hereby granted to Construct( )Repair( )Upgra��ewe ►��Abandon( ) System located at 2 Z 3 / r �ZY �l/, 5�� 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:Constructio Qmus be completed within three years of the date of this Date: / d J Approved by t Revised Dec. 11,2000 �oFt"erowti°. Town of Barnstable Board of Health + BARNSfABLE, 9� MASS. `0g P.O.Box 534,Hyannis MA 02601 039. AtEp��A October 30, 2000 Wayne Miller, M.S., M.D. 2231 Meetinghouse Way West Barnstable, MA 02668 Dear Mr. Miller: You are granted permission install a replacement onsite sewage disposal system at 2231 Meetinghouse Way, West Barnstable. No variances were requested or needed according to the designing engineer, Arne Ojala. This permission is granted with the following conditions: (1) The dwelling is restricted to two (2) bedrooms maximum. Bedrooms are defined within Title V, the State Environmental Code. Dens, study rooms, finished attics, sleeping lofts and similar-type rooms which are isolated may be considered bedrooms according to MA Department of Environmental Protection. (2) The engineered plans shall be revised as agreed upon by the Board of Health, to eliminate the innovation technology. (3) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board that the system was installed. (4) The applicant shall record a deed restriction at the Barnstable County Registry of Deeds restricting the number of bedrooms to two (2). The deed restriction document shall be properly worded, and shall include the signature of the owner of the property. This permission was granted because there were no variances needed to construct a replacement onsite sewage disposal system. The proposed septic system will meet all of the State Environmental Code provisions and local Health Regulations. cerely yours, J/�J san . Rask, R.S. Chairperson Board of Health Town of Barnstable SGR/bcs miller4 Barbara Miller 978 371-2302 p. 2 Bk 13697 Pg54 #22136 04-03-2001 @ 03:44p DEED RESTRICTION WHEREAS, John R. Sherman and Wayne A. Miller, Trustees of Blue Stream Realty Trust under a Declaration of Trust dated June 26, 1990 recorded in Barnstable County Registry of Deeds in Book 7212 Page 142, of West Barnstable, Barnstable County,Massachusetts are the owners of a parcel of land together with the buildings and improvements thereon situated at 2231 Meetinghouse Way, West Barnstable, Massachusetts, 02668 as shown on Compiled Plan of Land Meetinghouse Way recorded in Barnstable Registry of Decds in Plan Book 475 Page 53 under a Deed recorded in Barnstable Deeds Book 7212 Page 146 and a Confirmatory Deed recorded in said Deeds in Book 7693 Page 204; and WHEREAS, John R. Sherman and Wayne A. Miller, Trustees of Blue Stream Realty Trust under a Declaration of Trust dated June 26, 1990 recorded in Barnstable County Registry of Deeds in Book 7212 Page 142, as the owners of said premises has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a variance from the State Environmental Code, 310 CMR 15.21.A and to obtaining a building permit for this lot; WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting the variance from the Statc Environmental Code, 310 CMR 15.21.A and authorizing the issuance of a building permit for the constriction of a single family home on these premises is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the premises be put on record with the Barnstable County Registry of Decds by recording this document. NOW, THEREFORE, John R. Sherman and Wayne A. Miller, Trustees of Blue Stream Realty Trust under a Declaration of Trust dated June 26, 1990 recorded in Barnstable County Registry of Deeds in Book 7212 Page 142 does hereby place the following restriction on their above-referenced land in accordance with his agreement with the Town of Barnstable Board-of Health, which restriction shall run with the land and be bi—nding upon all -successors in title: 1. Until such time as technology changes and the Barnstable Board of Health changes its regulations or otherwise grants permission, these premises at 2231 Meetinghouse Way, West Barnstable, Massachusetts may have constructed upon the premises a house containing no more than two(2)bedrooms John R. Sherman and Wayne A. Miller, Trustees of Blue Stream Realty Trust under a Declaration of Trust dated June 26, 1990 recorded in Barnstable County Registry of Deeds in Book 7212 Page 142 agree that this shall be a permanent deed restriction LAW OFFICCS OF affecting the premises at 2231 Meetinghouse Way, West Barnstable, Massachusetts, and 'OMN R.ALGER.P.C. being shown on the plan recorded in Plan Book 475 Page 53. 5 PARKER ROAD P.O.BOX 449 - - OSTERVILLE.MA 02655-0449 Barbara Miller 978 371 -2302 p. 3 THE UNDERSIGNED TRUSTEES HEREBY WA THAT THE BLUE STREAM REALTY TRUST SET FORTH NABOVE IDS STILL IN FULL FORCE AND EFFECT, HAS NOT BEEN AMENDED IN ANY WAY, THAT THE BENEFICIARIES ARE OF FULL AGE AND ARE NOT UNDER DISABILITY, AND THAT THE TRUSTEES HAVE BEEN AUTHORIZED BY THE BENEFICIARIES OF SAID TRUST TO EXECUTE AND DELIVER THIS DEED RESTRICTION. e For title of see the following deeds: Book 7212 Page 146 and Book 7693 Pa 204. - g Exccuted as a sealed instrument this �71 day of � G .� �2001. BL T 'Y TRUST JO ' R. SHE N Trustee WANE'A. MILLER, Trustee STATE OF &Z'S kl#jSS TTS COUNTY OF SSE'( DATE: tQ71nARC,4 d0a Then personally appeared the above-named John R. Sherman, 'Trust= as aforesaid, and acknowledged the foregoing instrument to be his me free act and deed before Notary' lblic MAYYA KRAVETS My Commission expires: + ,rary Public aw^.:mmissionExpires STATE OF IS�CNUS£{�S .-,.b=r a,2006 COUNTY OF SSE 9 mRR cN -?Cc)DATE: Then personally appeared the above-named Wayne A. Miller, Trustee as aforesaid, and acknowledged the foregoing instrument to be his me free act and deed before Notary Public f My commission expires: tel.(508)362-4541 .939 main street rt 6a yarmouth port fax(508)362 98ti0 mass 02676 down cape engineering civil engineers& land surveyors structural design November 13, 2000 Arne H.Ojala P.E., P.L.S. Timothy H.Covell, P.L.S. land court Thomas McKean,RS Daniel A.Ojala,P.L.S. surveys Barnstable Health Department Director 367 Main Street site planning Hyannis,MA 02601 Dear Tom: sewage system designs Please find enclosed a revised plan for Dr. Wayne Miller(Blue Stream Hatchery,West Barnstable). The changes are a result of the discussion held at the recent Board of inspections Health meeting, and include the removal of the F.A.S.T. system,the mention of the 2 . bedroom deed restriction and a note requiring the engineer to oversee the installation of permits the system. Yours truly, Sarah B. Ojala Down Cape Engineering, Inc. TOWN OF BARNS ABLE LOCATION 223i MEETiW', WAGE # VELLAGE�V ASSESSOR'S MAP& LOT /S.S'CO INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 16-�JO LEACHING FACILTry: (type) NO. OF BEDROOMS 40 / (size) BUILDER OR OWNER 24- 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) Edge of Wetland and Leaching Facility(If any wetlands exist Feet ' within 300 feet of leaching facili Furnished by !cs P����. Feet Rf Z n ,�4 .t _LI � r f_/lJ 6k 13697 Rg54 #22136 04-03-2001 & 03:44 p DEED RESTRICTION WHEREAS, John R. Sherman and Wayne A. Miller, Trustees of Blue Stream Realty Trust under a Declaration of Trust dated June 26, 1990 recorded in Barnstable County Registry of Deeds in Book 7212 Page 142, of West Barnstable, Barnstable County, Massachusetts are the owners of a parcel of land together with the buildings and improvements thereon situated at 2231 Meetinghouse Way, West Barnstable, Massachusetts, 02668 as shown on Compiled Plan of Land Meetinghouse Way recorded in Barnstable Registry of Deeds in Plan Book 475 Page 53 under a Deed recorded in Barnstable Deeds Book 7212 Page 146 and a Confirmatory Deed recorded in said Deeds in Book 7693 Page 204; and WHEREAS, John R. Sherman and Wayne A. Miller, Trustees of Blue Stream Realty Trust under a Declaration of Trust dated June 26, 1990 recorded in Barnstable County Registry of Deeds in Book 7212 Page 142, as the owners of said premises has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a variance from the State Environmental Code, 310 CMR 15.21.A and to obtaining a building permit for this lot; WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting the variance from the State Environmental Code, 310 CMR 15.21.A and authorizing the issuance of a building permit for the construction of a single family home on these premises is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the premises be put on record with the Barnstable County Registry of Deeds by recording this document. NOW, THEREFORE, John R. Sherman and Wayne A. Miller, Trustees of Blue Stream Realty Trust under a Declaration of Trust dated June 26, 1990 recorded in Barnstable County Registry of Deeds in Book 7212 Page 142 does hereby place the following restriction on their above-referenced land in accordance with his agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon_ all successors in title: 1. Until such time as technology changes and the Barnstable Board of Health changes its regulations or otherwise grants permission, these premises at 2231 Meetinghouse Way, West Barnstable, Massachusetts may have constructed upon the premises a house containing no more than two (2) bedrooms John R. Sherman and Wayne A. Miller, Trustees of Blue Stream Realty Trust under a Declaration of Trust dated June 26, 1990 recorded in Barnstable County Registry of Deeds in Book 7212 Page 142 agree that this shall be a permanent deed restriction LAW OFFICES OF affecting the premises at 2231 Meetinghouse Way, West Barnstable, Massachusetts, and OHN R.ALGER.P.C. being shown on the plan recorded in Plan Book 475 Page 53. 5 PARKER ROAD P.O.BOX 449 OSTERVILLE.MA 02655-0449 4 tk THE UNDERSIGNED TRUSTEES HEREBY WARRANT AND REPRESENT THAT THE BLUE STREAM REALTY TRUST SET FORTH ABOVE IS STILL IN FULL FORCE AND EFFECT, HAS NOT BEEN AMENDED IN ANY WAY, THAT THE BENEFICIARIES ARE OF FULL AGE AND ARE NOT UNDER DISABILITY, AND THAT THE TRUSTEES HAVE BEEN AUTHORIZED BY THE BENEFICIARIES OF SAID TRUST TO EXECUTE AND DELIVER THIS DEED RESTRICTION. For title of see the following deeds: Book 7212 Page 146 and Book 7693 Page 204. Executed as a sealed instrument this c2 y day of 12001. BLl!lE �Tlkr 'Y TRUST' JO • R. SHERIGIAN,, Trustee WAYNE A. MILLER, Trustee t.; I STATE OF M4—SS f}C#USE TTS COUNTY OF DATE: 0710RCY a�oO 1 Then personally appeared the above-named John R. Sherman, Trustee as aforesaid, and acknowledged the foregoing instrument to be his free act and deed before me Notary/ blic -kAAYYA KRAVETS My commission expires: bray Public r+'-;•nmission Expires �j bsr L 200E STATE OF /II �JI�CNUS>J TS COUNTY OF ,1,,S56X DATE: 9 MAR cN .70o Then personally appeared the above-named Wayne A. Miller, Trustee as aforesaid, and acknowledged the foregoing instrument to be his free act and deed before me Notary Public i My commission expires: 0 _ Revised Dec. 6,2000 P�oFtHEr�� Town of Barnstable • snxxsrnate, Board of Health v$ 139.MASS. 1�g P.O.Box 534,Hyannis MA 02601 pTED MP'�A October 30, 2000 Wayne Miller, M.S., M.D. 2231 Meetinghouse Way West Barnstable, MA 02668 Dear Mr. Miller: You are granted permission install a replacement onsite sewage disposal system at 2231 Meetinghouse Way, West Barnstable. No variances were requested or needed according to the designing engineer, Arne Ojala. This permission is granted with the following conditions: ' (1) The dwelling is restricted to two (2) bedrooms maximum. Dens, study rooms, finished attics, sleeping lofts and similar-type rooms which are isolated and are intended to be used as sleeping areas are considered bedrooms according to MA Department of Environmental Protection. (2) The engineered plans shall be revised as agreed upon by the Board of Health, to eliminate the innovation technology. (3) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board that the system was installed. (4) The applicant shall record a deed restriction at the Barnstable County Registry of Deeds restricting the number of bedrooms to two (2). The deed restriction document shall be properly worded, and shall include the signature of the owner of the property. This permission was granted because there were no variances needed to construct a replacement onsite sewage disposal system. The proposed septic system will meet all of the State Environmental Code provisions and local Health Regulations. Sincerely yours, Susan G. Rask, R.S. Chairperson Board of Health Town of Barnstable SG R/bcs miller4 I tel.(508)362-4541 •939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cope elighleel lig civil engineers& land surveyors structural design September 8, 2000 Arne H.Ojala P.E., PL.S. Timothy H.Covell, P.L.S. land court Thomas McKean,RS Daniel A.Ojala,P.L.S. surveys Barnstable Health Department 367 Main Street site planning Hyannis,MA 02601 Re: Wayne Miller, Blue Stream Trout Hatchery, Rte. 149, West Barnstable sewage system designs Dear Tom: ' inspections We have been requested by Dr. Miller to forward to you the enclosed copies of his site and septic plan, dated revised l l/l/99. On behalf of Dr. Miller, we are requesting that permits the enclosed plans be included for informal discussion purposes before the Board of Health at the meeting slated for September 18 at 10:30 am. Dr. Miller will be attending that meeting. Thank you. Sincerely, Sarah B. Ojala Down Cape Engineering, Inc. cc: Dr. Wayne Miller e MIN � • �x SEP � 2 2000 ;� f"a-. S�'d;tl�fd�g`dSTA61� t1i;4LTtt UPI. j.. TOWN OF BARNSTABLE CF THE T�4 OFFICE OF HAINSTAEL BOARD OF HEALTH MAO& p� op 1639. \0m 367 MAIN STREET �Fo MpY HYANNIS,MASS.02601 { March 23, 2000 Wayne A. Miller, M.D. j 2231 Meetinghouse Way P. O. Box 711 West Barnstable, MA 02668 RE: 1231 Route 149, West Barnstable Dear Dr. Miller: You are granted permission to install Envirolet Composting Toilets Systems at 1231 Route 149, West Barnstable with the following conditions: (1) All the toilets in the dwelling shall be replaced. Composting toilets shall be installed in all the bathrooms in the dwelling. (2) The plumbing pipes shall be changed to allow only grey water to discharge into the existing septic system. (3) No more than two (2) bedrooms are authorized at this property. Dens, study rooms, finished basement rooms, sleeping lofts, and similar-type rooms are considered as bedrooms according to the Massachusetts Department of Environmental Protection. (4) The applicant shall record a deed restriction at the Barnstbale County Registry of Deeds limiting the number of bedrooms to two (2) maximum at this property. (5) Residual waste from the composting toilet system shall be disposed of at a licensed septage facility. Excess liquid shall be discharged into a holding container for removal by a licensed septage hauler. (6) The dwelling shall not be expanded to exceed it's existing foot print. miller2 I (7) The applicant shall regrade and provide adequate cover over the existing septic system. Said system is currently exposed and is above grade. Sincerely yours, Csan4sk, R.S. Chairperson Board of Health Town of Barnstable SGR/bcs milleQ d« ROBERT A. BIANCH.I AND ASSOCIATES ROBERT A. BIANCHI ATTORNEYS AT LAW TELEPHONE (508) 775-0785 FACSIMILE (508) 778-9486 55 SEA STREET EXTENSION POST OFFICE BOX 128 HYANNIS, MASSACHUSETTS 02601 March 7, 2000 Mr. Thomas McKeon, Health Agent Board of Health Town of Barnstable 367 Main Street Hyannis, MA 02601 RE: Wayne A. Millet- 1231 Route 149 - West Barnstable Dear Tom: Enclosed please find draft of proposed order. I believe that your suggestion is a good one. Therefore, I have enclosed a proposed order to be executed by the Board of Health and ask that.you put us on the agenda for March 20, 2000. If you have any questions regarding the foregoing,please feel free to call me. Thank you. Abe urs, anchi RAB/scs Enclosure cc: Dr. Wayne A. Miller t ORDER- CHANGE OF SEPTIC SYSTEM WAYNE A. MILLER- 1231 ROUTE 149 -WEST BARNSTABLE The Board of Appeals hereby grants application for modification of septic system with the following restrictions and conditions: 1. The applicant (s`hall install composting toilets in all bathrooms in the dwelling; 7�TlQ-�rstr}►v 9, � i, 11 L.o olln�z�a,d fix�n h r�+,,,�.e nnl „tee raav urNaavuu� .�uuir oo esxxv ry ea o oozxxv�...-.����� 3. The applicant is allowed to use the existing septic system for gray water, only; 4. The'applicant shall prepare and record a deed restriction at the Barnstable County Registry of Deeds limiting the number of bedrooms to two (2); 5. The dwelling shall not exceed its existing foot print; 6. The applicant shall regrade and provide adequate cover over the existing septic system, said system being currently exposed and above grade; 7. Plans shall be revised and presented to the Health Agent, showing the above conditions. BOARD OF HEALTH March 20, 2000 2-16-200 12-SSPM FROM BIANCHI AND PAQUIN S087789486 P. 1 RODEAT A. BIANCHI R06ERT A. BIANCHI AND ASSOcIATES ATTORNEYS AT LAW TzLEGNONE (608) 775-0786 FACSIN1L( (SOO) 778-9496 SS SEA STREET F-XTP.NS(ON POST OFFICE BOX 1$g HYANNIS. MA8SAC"W86TTS 02601 FACSIMILE COVER SHEET DATE: TO: �_ 1t e h E�� AED 4EA L FAX NO: q 304 FROM: koVef-f 'A. 61.4ry�,}-} I , eJQ, NO. OF PAGES (including cover sheet) : MESSAGE: ATT C.4 e.2 ( L 57 r 0 3 L E=Ei ( ti CFO " -DZ. WA �G A , Hl ...Lek- L Wayne A. Miller,M.D. 2231 Meetinghouse Way..: .k P.O.Box 711 West Barnstable, MA 02668 February 15, 2000 Thomas McKeon, Health Agent Board of Health, Town of Barnstable 367 Main Street Hyannis, MA 02601 Re: Septic/composting system at above Dear Mr. McKeon: Enclosed are copies of the literature on the composting toilet system I have identified for the Trout Farm property. I propose to use the low water remote system with two toilets attached to the composting bin in the cellar. The company indicates that this system is certified for continuous use by 8 adults or for vacation use by 10 adults. I believe that this should be more than adequate for our 2-bedroom application. Any excess liquid will be directed into a holding container for removal by a licensed septage hauler rather than into a leaching field. Given that the system will be used at far less than its stated capacity, I don't expect that this will have to be done frequently. I will,have the current septic system pumped out and it will then be used only for greywater. Once I receive final approval from the Board of Health I will order the system. Delivery is expected in 4-6 weeks. I will also contract with a local plumber for installation once , your approval is received. It is my understanding that this system will satisfy the Board of Health and does not require that we reappear before the Board. If my understanding is incorrect, please contact me at the Farm, 362-3678, or at my office, 781 862-1171,or Mr. Bianchi, 775-0785, so that we can schedule a time for me to appear. Thank you and the members of the Board for being understanding throughout this problematic situation. I have garnered quite a bit of information about composting toilets and greywater systems during my research; if I can be of any assistance to the Board or to other individuals facing problems similar to mine I would be glad to help in anyway I can. Please let me or Mr.Bianchi (775-0785)know if this system is acceptable to the Board so that we can proceed quickly before the summer construction rush begins. Si a ly, ay filler,M.D. "a, kf mu 1 4p;g 9v lv� f4 7ft 1p , iAV _A ON I— .- t,--M tNRI 'I kV4'W� '�v SAO' Mv, t IRM, "MONTS -A K EL 3Wv;I_ 11IR RE' W'; W5, =X M.7 N-4-.4 ON Fm"y M4, VOP y;'N. �NN VII 2 M4 t "p; L.4 W� ;� I-M, M"- �. IS W-A Z t, �h t>�[."�klsnrY�.ai:`.,_t...?a[".)l`.f�::A"Yrt-.m�?.'t=1 n'..:'��9.��tY:'i`x.ktie$i�tl..�r.P%.tiRe&`t_ieF:'h;•-.•t.3Ys?:..W;,aE�-ir?��iaS:La`•fi�•.'�...-w'F�`itaa34k�'•=r'.�,�k'.fd ::•;`.A�+ t,�'Se*.-a:a• „2 tk:�.-+;z�..;..Fi.s..�eL"a:�t,E -:a� .cr{'t�,ys'd3; ;�S• a-,•f*..z�.t'"'� � .fir¢ sr '� �Tb i" a,� ,.fir, �+�,:.�. r±:+A., *a 3,' M� !� 3 �a �.'. y�esa ,,. t a y'-,c' �i("zix,•,i'-•� �:r: ��. .E 'L`$ ry �< a. tt g � .� fi � 3 ti:.t$ r ,xw ,�' + •j3 WfR E _ _ 4g y I i I • • I • rJrv��� yfwC+ .(. jn'FEv�^ ; a 7'��?yE ��3'�: }�' I • I • I I • Ff VI i[ '$� "� f 1 'fib' ss S$ acA` `I • • cy�.,, t • I • • • •NINE MOT iW 12- VIIIM *" ' vMYRA ! ° may .' `4' YtiRa.4 .�vis! 094,111 6C `R �t �E E �8'yf I •I • • I I I I • MS ew* e Fad =.�",4a gYa4�4W"xi-.hod 3` Y f� aE Nk '% PR SA"!- ReN R's ';MI-81 PO NOW 1 4-01 %�-1 ml yr. ION WZ S-A . .......... 5g, ORY ........... MF Z-4 VIZ. Tt- 5 THE ENVIRONMENTAND ENVIROLET ®MP®STING is simply natures method of renewing and preserving itself. In nature, decayed organic material, whether plant or animal, gradually decomposes and becomes either water or enriched soil, very much like your r rvation of our recious lakes rivers § ' garden compost. But the ongoing preservation , 9 p g 9P p and streams is a problem that both ourselves and our children must accept ..ry responsibility for. Most conventional toilet systems such as septic-tanks were not developed with the environment in mind, so they are often a major cause of unnecessary pollution. Envirolet* Toilet Systems help nature's proven method by reducing and recycling waste into natural compost, while using little or no water in the process. E X VANCED SYAVE YOU $$$ RWASTE UP TO 100°/® Envirolet* is in every way the match Almost 90% of all toilet waste is water, GGG GG GG of any septic tank or conventional the balance is organic material. The toilet system and is vastly superior water is evaporated through a vent to in an environmental sense. The the outside, dramatically reducing the overall cost of even the most sophis- waste, which is then recycled into nat- ticated Envirolet* is thousands of ural compost, with the continuous dollars less. action of aerobic microbes. ENERGY CHOICES Periodically, a small amount of peat moss, and optionally, additional 31f you have no power and your microbes are added. needs are light choose our Non As little as once a year using the Electric Model, that operates with our built-in Rake Bar, the recycled waste powerful wind turbine. is raked down into a collecting tray o For all other applications choose and a small amount of natural com- an advanced 12v battery unit or our post is emptied into your garden energy efficient 110v electric system. completing nature's cycle. A. _ 0 R! IN Ox K *l t, 7y rs. ,,� #ti.t ,�yyti..(�^'.ri�`!"� .'Ss'�9+2��'','c•��ar�'f�i: - ���.t'' j.A'� ss�c'p -t.-+�... }�ax�;s.� _ti '"x,µ '-Xiy.+�.s,., �{�T� �'�.� � c 'S.�Si_ pill z�pgy, MI mg pp, MM Nil 1,wol ilk, IUD 74 10- 114 eg Kf t X-1 oc 1.4 N'v Ax VAN RM', WIN IN YN N, RVA�Alpfflklk qg- 7 ENVIROLET - I BoLmHIND MAKES THE DIFFERENCE Envirolet* dispels the myth that all composting toilet systems are "created equal". Only Envirolet* Composting Toilet Systems are designed and engineered around our unique, patent- ed, "Automatic" six-way aeration and evaporation process. Operating in conjunction with natural microbe action, dual fans continuously circulate a large volume of air, at a high flow rate, around a specially shaped Aeration Basket that maxi- mizes waste surface area for better efficiency. Our breakthrough technology dramatically improves both waste reduction and recycling by increasing aeration, evaporation and microbe activity. In addition, our patented design allows for significant reduction of the System size, while still maximizing System performance. This superior System makes operation both convenient and simple, and eliminates the tiresome turning of waste required by some "manual drum" toilets. Independent laboratory tests have proven that Envirolet* with patented Automatic Aeration, provides over 100% more efficiency than others. SA 0041 TA R'ty'f 01"J" (0)k F.".F R mcm: E CLEAN AND EASY TO USE These are some of the most welcomed features of Envirolet* Composting Toilet Systems. There are NO bathroom odors. Our Toilet Systems feature an easy to clean, sanitary bowl design and trap that easily opens and closes for use. Some Systems even have a removable bowl for easier cleaning. When you install your Envirolet*, you add aerobic microbes using the included Premix Starter Kit, and periodically, a small amount of peat moss. Optionally, you may add additional natural aerobic microbes to provide maximum performance. Occasionally, a System Mulcherator is operated to improve composting. Single ply or bio-degradable toilet paper is rec- ommended. It's that easy. '�?'a.��+����„>r��4t%.u=•R:ls•K• 'f.>."t`=ib._ 'cr.'!t:�:er4ne:f+r: 3h��;-r::i.Ra..�"�i4���`e+r.:LE:i�r^.`,,,c r..,+::,t2.;a�..>.t tt"':^"�>5.:i..�nx'.a.:u�.,xrs;..wsr".*`.•.ask'7w5�'�bY�...srsa�Atii:e"i.�"�+.."":i�i:3i�>�+• :�#cir., ^�'8#dat se" a B ! a 4 nfa?C ma`s � •• ' • � � • _ � �14 'tl?`'{r�Y� f ���� t�nav�e�{�4 5��; I I • • • . • a• x � '' d �om. - "�, ?AT3 ����� S��ic Y � '*�at3 .sir>rt rdS>>w'F'Y"'i r '. • • � I I • • • • I • • off. 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'drvF,�f-.�y .a��}�"��S ry�.'� '��fL'�:.- WIRM AN • • 1 • • • • • 4Jtr.Y.e?~ 4 • •• • • { Olt WK 2 MOO • • • • . • I • I • • • • ' ;���p•f E����;, 7 Y,6.�: � y�n k� F���91'fz` . • • • •I • . • • • • • • �� �,f� � �k ��t ��° � "���} Sri ��,,,; 16 IN LLATION JUST C FOR YOU ROOF INSULATE PIPE WIND 2 FT ABOVE ROOFLINE VENTILATOR KIT IN ATTIC TURBINE a�4"RIGID PIPE 3^ MAX 45°ANGLES i WATERLESS i LOW WHITE 6 TOILET WATER i LOW WATER REMOTE INSULATED 3"— I plpE TOILET SYSTEMSINSTALL PIPE OUTSIDE j WATERLESS REMOTE BELOW FLOOR OR 12V OR SYSTEMS INSTALL g^ TALL OUTSIDE AND NON ELECTRIC DIRECTLY BELOW FLEX )UP TO 3 I OFFSET AWAY MODEL FLOOR IN BASEMENT DUCT 1 PER ! FROM TOILET OR ON THE GROUND COVERED ` I STRUCTURE FlLTEfl DRAIN 4"FLEX VENT DUCT 3"FLEX ; REQUIRED FOR TO SMALL DRAIN DUCT OUTSIDE 110VMODEL CONTAINER INSTALLATION (NO DRAIN) LEACHING PITS y®UR ENVIROLET will arrive completely assembled and ready for installation. nvirolet* offers simple, easy to understand, do-it-yourself instructions. All materials are included for standard installations (some additional, low cost, rigid vent pipe is required for Remote Systems). Your vent kit simply installs above the roof and a Wind Turbine or a Special Ventilator attaches to the top. Vents should be installed either vertically through the roof (recommended for Non-Electric Systems to improve aeration and drafting), or horizontally through a wall, or below a floor and then upwards with vent angles not exceeding forty-five degrees each. Insulation around exposed vents is recommended if cold weather is a factor. All Remote Systems come with flexi- ble drain and vent duct pipes that easily connect or disconnect. Remote Systems install either on the ground outside, or in the basement, and some Systems come with a special Filter Drain (see page 15). Waterless Electric models do not include a Filter Drain as standard equipment, but this is available as an option if extra capacity is required. WATERLESS SYSTEMS if fitted with a special Filter Drain should gravity connect to either a small plastic container,approved leaching pit or other acceptable drain site.All Waterless Battery and Non-Electric Systems include a special Filter Drain. LOW WATER SYSTEMS are installed with a special Filter Drain.Though most liquid is evaporated by the Automatic Aeration System,periodically a minimal amount of excess liquid may drain from the System, and the drain must gravity connect to an approved leaching pit, septic tank or holding tank. Check local regulations when installing your System. FOR INFORMATION, CONSULTATION OR ASSISTANCE, CALL OUR TOLL FREE NUMBER CDA 1 800 387 5245 USA 1 800 387 5126 s;s.-:A.<:x+�-da.-w,�3�i"�arvssd?��-rai&�i. .x�'�tf?":aw.*..k-:.3t�:�':sst�+'c*�:w6a�.<:e`�ai�rff��':?lis` id� aS'�'�'M�u'�,.., c5r.+.�tti.�,�+::�t:5;7 �^, ri'�a! 21it?S.s�`-ar'i`csr.� ¢.•�tv::�.5�trt�.�"f•.'%5u s�5ui��;�.� � c r �^.�i4...'S#i��Fd'ti���Jh•.y'k��°'W�yt�'- D WEz ? ��� `�,�y>� vu �s$yw�.t�'Yry Y'�t�j t x����,�y,.'•q? h5�'FY��.tiYSx` 'X,.xs�� 'tlrtc w��'`��•��� e�s:��': • • •• • 1• I I • • • I . • 114 PYS Ag Or I x�s +�rrf t ati x� b Y R Sc • • • • • • I • • I • I • I • sT�,{hY�a y €h n �*F�`gj�y1 -1 • • I • I • • • �A�j"�`L5•t.�$�R����a+,.�,H4 �f�� 4��i.�#��C�y��S• •• • • • • • • • � • �.-��'��'. +.'' �'" {€ x 4 �e � � ;� � � � � ' 'ate�`�".''t".� v��� •+c{§�"� - f • • ' � '. • '. • . • • � � a,ter.,..-;� `}` I • • • I • •• I I • I I I • I • • j � K �kf ' 18 L ISERVICE PRODUCT AND CUSTOMER SUPPORT . No matter where you live, Sancor is only a phone call way. Our toll free nationwide customer service and product support is the finest in the industry. Just give us a call and a Sancor*consultant or service technician will assist in any aspect of pre-installation, installation or trouble shooting. Should you require parts, your order will be expedited for immediate delivery. XTEN'D"ED" rPROTECTION'Ef FOR ASSURED RELIAEILITYThe Envirolet* lifetime limited warranty is the most comprehensive in the industry offering many times more o z � protection. Your assured Envirolet protection package covers all components, including electrical, for a full "Four" years. And while you own your Envirolet*, the space-aged polymer body of your Envirolet* System is covered for "Life" under our Lifetime Limited Warranty. Ask for details. `8 U PHOLDING OUTRADITION" fl 3 OF EXCELLENCE Why do so many people recommend Envirolet*? Is it because our advanced Systems are designed and manufactured in North America? Or, because Envirolet* has been installed and operated for more than 15 years by thousands of satisfied customers, including Fortune 500 companies and governments? Or, the fact t that our Systems meet or exceed worldwide test and performance standards for composting toilets? We think the real reason is because Envirolet* offers the finest combination of product quality, performance, features and customer support available. STANDARDS & REGULATIONS Envirolet* meets or complies with standards or regulations, and Envirolet* is either certified, accepted or recognized by government and regulatory bodies. Canadian Standards Association (CSA) is a professional body, internationally recognized for testing of products, including accreditation by the Standards Council of Canada (SCC) and the U.S. Occupational Safety and Health Administration (OSHA), as a Nationally Recognized Testing Laboratory.(NRTL). C40' Performance Test. Certified by CSA to meet $R"Electrical Safety, Canada. Certified to meet CSA NSF-41 National Sanitation Foundation (NSF), Standards for electrical safety requirements. Standard 41 (USA). Electrical Safety, USA. Certified by CSA to meet Tested according to manufacturer's rated performance �� Underwriters Laboratories Inc. (UL) Standards for specifications. NRTL electrical safety requirements. Test: 6 persons (18 uses) per day continuous use. Ministry of the Environment (MOE), Ontario Commitment To Quality Certificate, Industry, Trade and Technology United States Coast Guard Certified for use on non-inspected marine vessels ..��((f.�µ"�",5.i,Yw-'�,,�+1 +aa%F+:d' 'S"a?��f��n�i.�e.�'v".''�`i*XW4.�l �..�i�•� .4� '�:'�n;-A.�d�:3a�v w� ryU��� �°k*�,kF"•.t.�TM'�E"�h,"1•�'�" .�j�•5 j•t� ; �M � ' _ la�f •�:.�� S-F. $ r5 .�Y S�p.ih t -mp s*J 4 .$+'�p ,X. 7t d `S.+'i"ACE F+�t3i 'h�.�'}S-16ff f v � "*N � ' �r 4a ,y,' '-a 3 fit• =e�; ° ,�, �'�'3 '+ .ag Jf � ;�.. t is f { 1 1 � . � 1 • 1 • • t 1 I ENVIROLET THE WORLD'S FINEST COMPOSTING TOILET SYSTEMS SYSTEMS, FEATU RES AND ADVANTAGESCOMPARISON YOUR ADVANTAGE ✓THE ENVIROLET ADVANTAGE OTHER SYSTEMS Performance ✓ Envirolet offers more than double the capacity Less capacity of some manual drum-type systems Material ✓ Envirolet Systems (like some modern vehicles) Compare utilize durable, heavy duty polymer construction, rated up to to 200 years life expectancy Number of systems ✓ Envirolet offers more systems Less choice in product line Over 10 models to choose from Warranty ✓ Envirolet provides a lifetime warranty Compare Shipping or Delivery ✓ Envirolet provides low cost delivery Find out your actual You save up to $50.00 or more delivery cost Certified by CSA to NSF 41 ✓ Only Envirolet is certified by a nationally ?? recognized testing laboratory Average rated capacity ✓ Envirolet tested with an average rated capacity Other systems rated tested to NSF Standard 41 of 18 uses per day on a continuous basis at half the capacity Customer service support ✓ Envirolet offers toll-free 1 800 real-person ?? customer support Patented technology ✓ Only Envirolet offers 6-Way Automatic Aeration Not available Envirolet exclusive feature ✓ Dual Fans Not available Envirolet exclusive feature ✓ Fans & Heater Control Switches Not available Envirolet exclusive feature ✓ Optional Remote Switches Not available Envirolet exclusive feature ✓ Removable Works-in a Drawer Power Module Not available Envirolet exclusive feature ✓ Built-in Mulcherator & Rake Bar Not available Envirolet exclusive feature ✓ Wind Turbine Not available S A N C O R-THE ENVIRONMENT COMPANY 140-30 MILNER AVE.SCARBOROUGH,ONTARIO,CANADA M1S 3R3 TO ORDER ® CALL ® CDA 1 800 387 5245 USA 1 800 387 5126 . f . 1-25-200 A:00PM FROM BIANCHI AND PAOUIN 5087789486 P. 1 ROBERT A. BIANCHI AND AssOCIATES ROSERT A.BIANCHI ATTORNEYS AT LAW T66[PNONE(909) 775-0786 FACSIMILE (808) 776-9486 55 SEA STRECT EXTENSION POST OrP/C6 BOX 128 MrANN15, MASSACHV397TS 02601 January 25,2000 VIA FACSIMILE 790-6304 Thomas McKeon,Health Agent Board of Health Town of Barnstable 367 Main Street Hyannis,MA 02601 RE: Dr.Wayne A.Miller-Blue Stream Farm Dear Tom: I'm sorry we keep missing each other.. I tbought it best to ensure that you had an update on the situation. Some weeks ago Dr_ Miller met with a representative of Clivus on site. They promised to have a firm estimate, in writing to him,within the next couple of weeks. As of the date of this letter,we have not yet received the cost estimate and specifications. In addition to Clivus,Dr.Miller contacted another manufacturer, Envirolet. They, likewise,have agreed to provide an estimate. We have been somewhat shocked by the preliminary estimates. However,Dr.Miller has every intention of complying with the regulations and satisfying your board. As soon as I have received the information from the two manufacturers,I'll contact you immediately. Thank you. Vexy l yours, A. Bianchi cc: - cc: Dr. Wayne A.Miller I�_ 12-30-1999 12:OSPM FROM BIANCHI AND PAOUIN 5087789486 P. I ROBERT A. BIANCHI AND ASSOCIATES ROOEFT A.BIA ATTORNEYS AT LAW TCLEpHONE (5Q6) 778-078S PAUI V. 9L�NgTT1 (ASSOCIATE) FACSINf{,E(608) 778-9486 55 SEA STREET EXTENSION POST OFFICE BOX 128 HYANNIS, MASSACHUSETTS 026Q1 December 30, l 999 VIA FACSIMILE 790-6304 Thomas McKeon,Health Agent Board of Health Town of Barnstable 367 Main Street Hyannis, MA 02601 RE: Dr.'Wayne A.Miller-Blue Stream Farm-Clivus Dear Tom: I'm sorry I missed you. The first available date for Clivus to come on to the site was today. They're expected later in the morning. Dr. Miller is going to call me with the results of the lneeting. I will then call you. We anticipate that it may take some time for Clivus to come back with their opinion as to the viability of the system on this site,the cost and time to install. Thus,I will report to you that it will probably be at least a couple weeks before we have the definitive word. In the meantime,I will speak with you about the preliminary findings. Thank you for your cooperation. Very ' iall yours, - Robert A. Bianchi, Esq. P B/scs cc: Dr. Wayne A. Miller 12-07-1999 5= 19PM FROM BIANCHI AND PAQUIN 5087789486 P. 1 ROSERT A. BIANCHI AND ASSOCIATES ROSERT A. BIANCHI ATTORNEYS AT i.AW TG�Ga«ONZ(506) 775-078S. PAWL V. BENATTt (ASSOCIATE) FACStomt.g(50a) 77a-9486 SS SEA STR6CT£x?ENSION POST Orrlet Box 126 HYANNIS. MASSACHUSETTS OZ601 VIA FACSIMILE December 7, 1999 Mr.Thomas McKeon,Health Agent Board of Health Town of Barnstable 367 Main Street Hyannis, MA 02601 RE: Blue Stream Farm-Wayne D.Miller Dear Mr.McKeon: It is my hope that 1 will have spoken to you by the time you receive this letter. Shortly after the meeting of meeting of November 23`d,Dr.Miller contacted the manufacturer of the system suggested by the board. Unfortunately,that company has not yet been able to visit the site to determine whether or not the system can be installed. Assuming that the system can be installed and that it will not be cost prohibitive,Dr.Miller does not have any objection to it. We hope that the manufacturer's representative will make his/her visit within the next two weeks. In light of the above, we are asking that any action by the board be postponed until the manufacturer has rendered an opinion to Dr.Miller. if you feel it necessary,I will appear at the meeting tonight. It is our hope that this will be unnecessary. Please advise. Thank you. VeryAABilanchii rs, Very RAB/ss tel.(508)362-4541 •939 main street rt 6a fax(508)362-9880 yarmouth port mass02675 down cape engineering civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. Timothy H.Covell,P.L.S. land court September 22, 1999 Daniel A.Ojala, P.L.S. surveys Site planing Thomas McKean,RS,CHO Barnstable Health Department 367 Main Street sewage system Hyannis,MA 02601 designs Re: 2231 Route 149,West Barnstable inspections Dear Tom: permits Enclosed for your review is the septic upgrade plan for the residence at Blue Stream Trout Farm in West Barnstable. The design is based on 2 bedrooms and incorporates a FAST system for the enhanced treatment of effluent. As such,there is a 50% reduction in size of the leach facility,with no reduction in separation to groundwater (here,mottling was utilized for high groundwater elevation,as no water was encountered during the perc test process). No new variances are requested;we are maintaining the same setback to the existing well as before. Dr. Miller,Attorney Bianchi and I sincerely appreciate all your previous cooperation in this matter. Please do not hesitate to call with any questions. Very Y trul yours, Arne H. Ojala,PE,PLS Down Cape Engineering,Inc. cc: Dr. Miller Atty. R. Bianchi a s The Town of Barnstable • snxrrsrANA • Department of Health Safety and Environmental Services �►'�' Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner June 23, 1999 Mr. Sturgis St. Peter PO Box 372 Barnstable, MA 02630 Re: Permit#35125 Dear Sir: This letter is in regards to work performed by you at 2231 Meetinghouse Way, West Barnstable. Recent inspections,by both the Building Department and the Health Department,have determined that the scope of work has exceeded the original permit application. This act is in violation of 780 CMR 113.3. You have seven days from receipt of this letter in which you must apply for a permit in order to bring the property back into compliance. Thank you in advance, Richard Stevens Local Inspector c: Health Dept. Dr. Wayne Miller K2,- u:03 ROBERT A. BIANCHI AND ASSOCIATES ROBERT A. BIANCHI ATTORNEYS AT LAW TELEPHONE (508) 775-0785 PAUL V. BENATTI (ASSOCIATE) FACSIMILE (508) 778-9486 55 SEA STREET EXTENSION POST OFFICE BOX 128 HYANNIS, MASSACHUSETTS 02601 June 16, 1999 Mr. Thomas McKeon, Health Agent Board of Health Town of Barnstable 367 Main Street Hyannis, MA 02601 RE: Blue Stream Farm -Wayne D. Miller Dear Mr. McKeon: The purpose of this letter is to confirm our conversation of last week. Dr: Miller has no intentions of violatmg'any`regulation, local order or statute 'regarding his property on 1Vleetinghouse_Way He has every intention of cooperating with you and,the other Town officials iri this regard. He, more°than anyone else,,is committed to maintaining the water quality of the trout farm•arid surrounding areas. As"you may be aware;trout are extremely sensitive to contamination of almost any type, more so than even humans. We are currently reviewing all of the issues regarding water quality, ground water flow, the septic system to his building, permits, variances and other matters for which your office and the building department are involved. He has engaged the services of Down Cape Engineering for this review. Unfortunately, the principals of that firm are currently on vacation through the end of June. They have promised that they will give this matter their attention upon return to the office. In the meantime, we have independently reviewed all of the documentation in our possession relating to the septic system and building permits. It is apparent that the previous owner of the farm had a less than good relationship with the Town. Dr. Miller has every intention of cooperating to insure that all regulations are complied with to the fullest extent. On or about June Y10, 1999; Dr. Miller requested his contractor, Sturgis St. Peter, to obtain copies of'all documents from your office relating to this property,, :The purpose was to insure` 0 , {, . that the documents in our possession reconciled with yours.' Mr. St. Peter was presented with four(4) documents:a Bi ilding'Permit Application dated.It 16/05 two(2) septic`permit applications with sketches (one dated 11/20/95 and one undated); a plan dated 8/15/90 by Eagle I_ - -- - -- Surveying and Engineering, Inc., and a copy of a 1983 variance. He was told that the above constituted Dr. Miller's complete file. In 1990, Dr. Miller's attorney obtained copies from what we believe to be the same file. The documents contained in the file today are not the same as those contained in it in 1990. It is our hope that the missing documents have not be removed from your office. It may be that the confusion that has developed is a result of your not having a complete file. We would like to resolve this issue as soon as possible and would like to share the documentation in our file with you. The preliminary discussions with the engineering firm indicate to us that the septic system is in full compliance with the orders and regulations, most significantly with Title V. The only problem that may exist(based upon the concerns raised in the 1982 correspondence, but not mentioned in the 1983 variance letter) is the distance between the well and the septic tank. If the engineers determine this to be the case, Dr. Miller will move the well. We believe that some confusion haszrisen.relative to the previous variance that was granted by the Board of Health. The reason cited for the 1983 variance was that the leaching field was less than 100 feet from the wetlands. The certified site plan prepared for the current addition by Down Cape Engineering shows the edge of the wetlands at well more than 100 feet from the septic system. In addition, the variance and possible orders expired in 1984. The certificate of compliance issued in 1990 did not refer to the 1983 variance, but to conditions from 1982. Dr. Miller had never seen the variance, nor was he aware of the 1983 conditions. Prior to purchase of the property in 1990, Dr. Miller's lawyer, Jonathan Fitch of Sandwich, requested copies of all of the documents in the building department and health department files relating to the subject property. The 1983 variance was not included. In any case, we should have a definitive opinion and statement from the engineers within the next 30 days. We will immediately provide you with a copy upon receipt by us and plan to work with you to clear up the confusion that exists in regard to these issues. Notwithstanding the foregoing, in the spirit of cooperation and a desire to insure that the water purity is protected, Dr. Miller will agree to a limitation of occupancy to two people (and one bedroom) until the matter is satisfactorily resolved. If we can provide you with any other information, please feel free to contact me. Should you have an interest in viewing the site, we would be most pleased to meet with you. Thank you. Ve y 1 rs, r; e anchi RAB/es cc: Dr. Wayne A. Miller e TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �-� � Parcell- e)b / Permit# s 2 Health Divisiorf--iL �-J� r7 � 1_ �A� Date Issued a 3 Conservation Division �G ` ` — y Svc ✓ �'�1 ;� 1y L ) :� Fee �,+-� d Tax Collec �_ � SEPTIC SYSTEM MAST BE INSTALLED IN C0N1PLIA. Treasure WITH TITLE 5 Planning Dept. EhJVII 4NIilENTr�'�L r� '. P.'.r Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis jai L n Project Street Address L 7i�`� 1-�cq£" Village CC�,G7isc��f y7dt3�L Owner .�,�. <�� /�ci� %L,�uEf� Address �t� j/ �J � / .7 c.o e)�,� nil yiL f L U Telephone Z L Permit Request i Ze' /C.,2. Square feet: 1st floor: existing P/C) proposed--5Z<-' 2nd floor: existing proposed Total new Estimated Project Cost �J•S- %�- Zoning District Flood Plain cif- Groundwater Overlay Construction Type Lot Size r�L �� Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family �R Two Family ❑ Multi-Family(#units) Age of Existing Structure 2 �5 Historic House: ❑Yes )2fNo On Old King's Highway: ,d Yes ❑No Basement Type: ❑Full ❑Crawl A Walkout ❑Other Basement Finished Area(sq.ft.) ''S' Basement Unfinished Area(sq.ft) Number of Baths: Full: existing / new Half: existing new Number of Bedrooms: existing new Total Room Count (not including baths): existing Y new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ,®Electric ❑Other Central Air: ❑Yes 9No Fireplaces: Existing �_ New J� Existing wood/coal stove: ❑Yes Cl No Detached garage:0 existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 0 No If yes, site plan review# Current Use I?eS Proposed Use J�e S / BUILDER INFORMATION Name _�57elc'j 5 �v� ✓�/ « Telephone Number C. 2 Address �yz- License# i y'S f� ;3 Home Improvement Contractor# i c't 51 d Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTINGi FROM.THIS PROJECT WILL BE TAKEN TO f SIGNATURE � DATE _ x a.��. rt RaLh6� j r� .7.1.0 • ,,. � 39H ? Pia 2 April 6, 1983 the hatahety. to V �rF ,Trout,ja;s to 149.r-..West Barnstable Dear Mr. R4thbun: You are '.g Tinted a variance to install a septic leaching trench 75 feet from wetlands as designated ig ated by the Conservation Commission in lieu of the required 100 feet a '� , t your Trout Hatchery, Route Wegt Barnstable. In addition, you are granted a variance to :Locate a,Well j07 feet from a leaching trench, in lieu of the re quired 1 'd"f6et':'� The following conditions must be met: CI). , The. caretaker's cottage can only be one bedroom with a "ffiaxiaram `ocdapaiicy of two persons. (2 ) Clotheswashers, dishwashers, and garbage disposal sys- tems cannot be installed. (3) The designing engineer must supervise the construction of the septic system and certify, in writing, to the Board that his design has been strictly adhered to. (4) Prior to the issuance of an occupancy permit, the well must be installed and the water tested bacteriologically and chemically. The water must meet all of the standards established by the Safe Drinking Act of 1974. The proposed system meets all of the regulations contained in Title 5, of the State Environmental Code. This variance is granted to upgrade an existing facility that has the potential to harm the environment. It was also granted with the understanding that a caretaker was re- quired on the property at all times because of continuing vandalism i � Mr. Robert Rathburn April 6, 1983 Page 2 :, t t -' . ,Sri.. 6 ,.y3 3 at the hatchery. This variance expires May 1, 1984. ftbert Rath-bur. V yours, m -- -�) Ro tXh iris, Ch airsan..4� , H-.:f Ann J i Es aug H. t ` f l F.: e,i ,D.. .. •,I , . BOARDa OF., :. ...: .. . i i mp .-� �r++Y ID1D cc: !Consesvation:.Co mission... - :,di:1�:�:.:.t .�•: i Lai: :'i tc;c� Lr::�, ... _rt:; . an '_'.Ui:.':�. ;iW, .:'i� . S, .. ':r..ra; _ _. -1 .a •..::cat:? , e M1 — a i y ---- I i �9 V �1 T A I- �J III I �� i C/o I0,,Z,,/ vj �P i� i" DA-98052 - Blue StreamHatchery Approved Plan=Sept. 7, 1998 Revised Site Plan by Arne Ojala,RPLS Special Conditions of Approval: 1. The work limit shown on the approved plan shall be strictly observed. 2. The work limit line shown on the approved plan shall be staked in the field by the project surveyor/engineer prior to the start of work. 3. Prior to the start of work, staked haybales backed by trenched-in siltation fencing shall be set along the approved work limit line. Effective sediment controls shall remain until the site is stabilized with vegetation. 1 I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# Health D i v i s�I o n" '� Date Issued 12- c � '77 Conservation Division dd ....... ... of -SYSTEM M Tax C�ollec UST BE SEPTIC IN COMPLIANCE ,,�,'T INSTALLED reasure WITH TITLE 5 4 Planni'ng,Dept. N NVIPONMENTAL CODE AD 17 T Wt, REG'ULATFira, IS Date DetWitivi Plan Approved by Plan6ing B and Historic-W Pretervation/Hyannis 1ss"Project Street Addr 140ic T ' V Li> ( CP'� , � �-� *illage I&�54�, A&6/6fz {Owner Address' W" J ao(V P-0 -Telephone N Permit Reque st /V 1?0'a M Square feet: 1st floor:existing proposed3Z0 2nd floor:existing 3_75_ proposed Total new Estimated Project Cost JCS Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Z Grandfathered: L1 Yes Q No If yes,attach supporting documentation. Dwelling Type: Single Family I Two Family Ll Multi-Family(#units) Age of Existing Structure— Historic House: El Yes XNo On Old King's Highway: , Yes Q No Basement Type: L1 Full El Crawl IM Walkout C3 Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing Z_ new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: C3 Gas 0 Oil k Electric Ll Other Central Air: 0 Yes )dNo Fireplaces: Existing New Existing wood/coal stove: Ll Yes C3 No Detached garage:U existing L1 new size— Pool:0 existing U new size Barn:U existing U new size Attached garage:U existing U new size Shed:U existing Ll new size Other: Tonino Roard of Appeals Authorization Ll Appeal# Recorded Ll Commercial UYes Ad No If yes,site plan review# Current Use /?4s • Proposed Use 4e-.S BUILDER INFORMATION Name i2 ,57V Rc r— Telephone Number 34 2 3 Vi� Address x", License# t"tq- 6 24 3 6 Home Improvement Contractor# i tro 3 2 6 Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING F HIS PROJECT WILL BE TAKEN TO SIGNATURE DATE f� �r QUERY PROPERTY: QUERY END QUERY PROPERTY PENTAMATION----------------------------------------------------------- 09/28/99 PARCEL ID 155 001 GEO ID 8835 LOT/BLOCK DBA PROPERTY ADDRESS OWNER MILLER 2231 MEETINGHOUSE WAY/ROU WAYNE A & SHERMAN JOHN R TRS W BARNSTABLE 8 WRIGHT FARM CONCORD MA 01742 PHONE DISTRICT WB DEVELOPMENT STATUS C ASSESSOR'S CODE CAPACITY(NOTES) ZONING DIST/ZOC RF SEWER SYSTEM FLOOD PLN/ELEV. WATER SYSTEM OKH? Y # BEDROOMS ZBA DECISION FAMILY APT LOT SIZE 236095.2 OPER/MGR NAME WET LANDS MULT ADDRESS USE 101 PROTECT DIST WP (N) EXT / (P) REVIOUS / NO (T) ES / PER(M) ITS / (V) IOLATIONS / (G) EOBASE / (E)XIT This value is not among the valid possibilities � � �, a.. �� �� -.� .` '' i ., . , fl_ ,. _ � �. ` i�t � , �':, , , .�+�--�. t ' I �. � � �., . i � I�' � _ �o rs �s9 �' _ - r'I � IIII �� �� ;� Jjqp-, IAP.-i PRO,14Y"", �11 f�! � � �� ¢r✓ / �� TOWN OF BARNS ABLE LOCATION oZ�j /Z //UC`' iJG �' �_ SEWAGE # VILLAGE ASSESSOR'S MAP& LOT INSTALLER'S NAME&PHONE NO. S tiPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) -10—IS 0 Ab.OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: Separation Distance-Betweer.the:tsv; 1%aotFeet Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Private Water Supply Well and Leaching Facility Of any wells exist �/*,5; on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by V ti A c� Cj i k `_J i 362-4541 926 main street yarmouth mass. 02675 down cape ef7pneenng civil engineers& land surveyors structural design James H.Bowman P.E.,R.L.S. Arne H..Oiala P.E.,R.L.S. land court John W,Jalicki surveys site planning Aug ust-%:3,. 1983 sewage system designs Town of Barnstable Board of Health Town Hall inspections Main Street Hyannis; MA. 02601 permits Gentlemen: SUBJECT: TROUT FARM OFF ROUTE 149, WEST BARNSTAhLE, MA This is to certify that on August 1, 1983 I made an inspection of the sewage system for Robert T.• Rathbun and found that the sewage system at the Trout Farm' has been installed according. to, the approved plans. The system has beed installed in the position shown on the enclosed plan as marked in red, in close conformity.with the plan. Sincerely, � f ' Arne H la®j . , S. . CIVIL v AHO/mkh No, 3�7A2 /STE�E� En.clo'sure �SSIt?NhL cc: R.. Rathbun 1. ♦-° •t•,rL .`. r , d + .,} e ' A ,. a T d �,.to tk' * `:'- 0 x,yka4 ,. 7l .� 4'' !1y :nl .d,^ r yt f r ' y: r 4 tr'a!� 1• £(: t �il�♦� + •, '' r , ;'- r t v r• z ` ,Syr 'ta4' �..t ^t��t f, =F� •#} arti+t.. ♦ a v� # '. A. nA y�*A t ft.`Fr°4 Nq .! Z 4',y .�t �•. t`iR eF eta`0: rt. x' a a '�. f .: r to +.y�S 7 r '� li•.4 a i a y+ ' k` ..'� ., r Y,,^ ,, x r' Ck.-+yl ffi'� y.>E ^ ;i`{,!' .y,t i •-'„ '''} 7" a ask F Rf :ti*.. r ! q"l- ;� 4i r'4 �' i t, e. :�- ��M•13 {� • r e r- "; a •. vrh � t �• ",, ', fi ; +,t ry +Y t, •.,y 'i v..� I ei a,At. !' r .s •. ` a. tiI,'.,f ! !c n �..,',rh1Allf` +' �'� ' `a •'7sl <�?},�„! i•.. 1.. �,: 6 ,,. a^ F txi! ! Y"-r3 �y a -��. W. ,"a♦ -r .g5tr :4 I •;"4 h/ ""'tvT4r r i.! `t yyt� a "', y • �1 is *f p ( y• r ! i- .r �/i A; Y +• W,.;l f ,V'N ! }_• `� A'N vll �°K""I p Y J '{ It , ,[4 f' i.,_ A *ter beta .p,lL !} +>t�'Y „Jjt .•" t'a is r N 4{ f' .;i. `z� r. .; .,� M ` ,� f r;� rp,� t:, c +•a ,^"'q + � "ti^ r '} +`,t,_ .t, }�'�: ,�r v� a ✓".�� "�.. �'4 i +f.x .,f'{ t .S j,Lf i..c<t` -x. f ` a<v ^B+ ''"F i +.• `e .'7' t' dSa< °,.,.„♦ A i •a.. r.> " r 'kt Yi t� 7 •. `; w;t. A :: ` 1 s h 5 .:sy i aA,sTI`. °+ x f'. ,.li 'v ,� .F"• T` ,,:. i x r h. .-t n,. `d se' a P { lR .e '. yx i-�•' ''' { Fryd^ i�. l �F ._ ';Cy {R s t 'r'� �'S(`a S' f 1 i , �, jl1v • a '�9 .�4`er M }'�$: `� ti" '� ? s-: t. tr. ., .S ,. " ;' + w F�&c�� k �,s t, ','.' p •..�, d�"t�a „i,.. i Ay�'r�t t. ,,,A. �'` aer i,. r , •-� t.,.a ``.�i. r ' z� h" k,•i ,. `4F+Y �� .a r '� 9 �kr �h�d a.. w k` ,S •, M� ♦ 1i }'Y.� r-,'1r KN j-c -' °,C ♦-,4:Lit^ a t'=" '9?,4 rr a, � `^^ °.. i-fd4' "r.'' to .� . - [ :. r ^, '� }'.e. ,,r .. "•'i<7'���" �i 4•�- 1-1 -,Alt duly 21, 1983; Fy,�' r�'. t .* /' t"i✓:.x y! ,ii^ LL-�� ^• �`)^t.' !'� � }j ,ir,eF,4�y��. w"�''h"xt�,K,.�'}�'q&r ♦ r�A rr'a •. 1, 1 i# , m d t,.- t - )Y y - r f`�! i :_•i i' >t, yy rft; : •. ' 16 2 a [ r �.' 4 i '� „ �,`,.;� ! - �• •0 {, = aN: '.§�i '� t !' i f t� t h �� }'e� -e.a. «q, i +4+♦ . � i ° h` �' d 'P b��r�tts` ..•�♦ + ':!^ 'b ,act A +'a 4..,! �.,k' 4 r f r� '�`' rY"''.4 r .i' f .'..y a e.• '°'a F f �^'"i]1 r'�,yT i Y'e'� , a �' .i 'f!'. t y =kt4 `r `A t r, �.w , ty. -.v 2. t• r y,.` e 4. rR i:-.t" +:^i♦x. r ' Mr .;Robert Rathbura }, > >x { r ,t F ,, r4 c x a Y F " i!+ � �•- ' r .: ;t^ i a .t r'� ,,yet �'r rl Rte.•. 6A- er + .'.F,,R L+,,r ' . �� i zr F 'rsiAi'' tyr�S�R, RS`r:,� � ''�� ��� tk, `S'�¢ ��•, ��.,ri ¢i� r �� f' "�_ a'y� * , + t 1' •e" t, , r �' it. x a 1 a yzr3 'l'R. h Far Z. AestiBaifidtahle, $• r�8688x� `, try Yt 4 rr. . t r { t{ ' o �� f^h`t r"•t fY' ., •�i -7r,, `' +.-,i• '' '." rf �, .+` rt�•a. c} d �• F y'^`fie r• >, s �v i ' } 't T ,, ?'ip h w F.• ' '1 �,' f e �,u1 •f. + r 1+tA -:'�. �, r 7 t• : i �r '" .Y �. � •� ,.t♦ ._ ! �.. * .+ ' �y ar;^ �, +1.. .�. t <� 4e �r t dFjr �4 d+. i'� r T Rea-.f-Trout ?farm,�,Rte.46A� @stllaBarnstsble ` ..♦ fP: R -rA•' L' .n„ S!a�•�"�t ' : "Kwy P:,.t �•.: : F t :� f 3� J r a i ?! ��rA ir. ♦ 'C l a: y j [• , �} ..'r'f.� v f y•' "' r>� '�4-���✓ +j'•�r ..r � , ,,w ;"! ♦ i'i �fF 't< Y� :i , r Y Iy t s. Dear,,*f.k. �Yi J -i ) r 4 a � i +" � �,. . � r � e ' � ,• St � � - r A.. . .�.'x �'�,�u r t,1_ +.k`f•r h"� • The, eptic. system installed-bp pours�r©pertq wdsj inspected;-on Mayi 24, 1983 for compliance and:;waa ;found ao be >;in�violationt.of.�TitleS+Fo€ the=State �.d,. �. • 't f Environmental'.Code-'and�3he r�Town Ro , _B rn able sHealth Aeygul'ations. The r ��_ :�Y system+was not constructed in' accordance.with,the fib'Gd,s P-lan'°i''AThe' .following violations of 310 CMR''lS.QQ The State 'Envioonaiehtal Cade ! .• ,! 'Minmum;Ruirementsr for;>the' Subeuface 'Dispo.salsof San.itaryc:�rSevage mere `"` f� •i�r °r, a >�: +:a .-� +YS I 'sr, .. y ,t' `k• t_. tC �q. 1+. r .i�.,r is,r �'t obs@reeds 'ON I b,�l'L' .+� t t F x i •,t y'_ ' - l5`;03 f(8),, jBnilding}occupied,without aR:certi'firate�of$compl' ance.t; f^ye., ''_. •. �,4�'' "jt �VLLs_lite' �Y ..f r..•. .�ri, :. rd+f sewage note,-,installed;in accordance,with,,ap_proved plan. �;• +' -, •.. w 15:02 ,(1-7) �'Impervious`materi`al notfex�avated'and replaced .with,clean•�fill ` d � , .; z extending 'twenty'.;five'.t25)�•feet ..beyond' the';fieldr in' all airections :. 2r ,� 'i a:' f" 7 r t r h i i y ? t , 'rc x A ,°i Z s t $•#V •. Lq i i i ';'v 4 g 'tp ' t''sy Ct '.F 7 t t h tt r f a._„ _ ..� , .'" �:.,•^ �' �. r.,.S• �Or :A`Ih„ :' L '� i �` r + i 15.Q2 .(22) - SysEem>instalied is ares�deeigtieded as;reserve. aq, a* w ty �� y 1.,.✓ 4 xi` i ♦-iti f: r ,�' ar y� ` .!.• t a >••.l .'+..:'Z ! f.. Y \ y%�". T•d'�d`•'a r� 15.15 (3) uThe bottom-of the.:leachiag�field• is �approx&MAely three t3.)Nfeet L. t r sr. _ b.-; 'r i f! ."r +t! •v`t x ^`.^. '). _ ° �, t-,, r;`' [n•x '"r F r; :�, r t e t"1 from ground swAter>:• ��z i S`r .3, w r. F r Y� c 4 F r i _� ry ,� 1..tr.. w f.Y ,.}'^. `, -+. •,r'r yLr�, ,...s f�'M,c,.rJd �.�' F.'x;r ! �:a "aid' ,r�"[. �'� ?;.r y ,�� ,~'A riCy r` 15 '15 C4.,/',,The leaching,,fielii_ "niisis°°of ,one .(1),distribution,line. . wTM •, '' ^ .� „`� _ A. :": 3, r a.Jk Z'.'':,+���6�.< 1tel+a. j� ! �.._� +� •'. ✓^ ,:t r a'Y- r f!. f'd_� 't 3 A t, 3 ! •xl$ v Y `'�'d r �� >� i< : , y '!. �,+ dx ,F:• The 'designing:engineer:has not-,ce`rt:ifiedfarin^writing,toy the Beard of Health','that ,` { t , / r 1 ,t:: ...�`•:,, t • his .design has::been ,complied with. }'' i • ' :. �. }' •! sic;` �:+ Yr l - �4- t, ��� ♦ a3.y �` as ;:,a !a t•n t ,yet, +f 1F y r e. ' F •r'! a '�14y t..�• � 3x,�r a� . 'A,; tout are`directed to`correct all viola i y 7 i.,.t ons within seven' t 7) "days Hof receipt i .¢f {yt_K 'e t ^ r 3 .J d C f •' 1' T t .. ri. w� r , 4 S t of this order. r t :6 'tt �.'�b �,r t� 6 i .r "> Z �i r• P. 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No.. 3 - -- t' Fss.../.�..._............... THE COMMONWEALTH OF MASSACHUSETTS 1 BOAR® OF HEALTH .........................................OF.......................................................................................... Appliratiuu for Uhapniial Warkii Tatuitrurtiuu prfmit Application is hereby made for a Permit to Construct ( p,)'o'_r Repair ( ) an Individual Sewage Disposal System at:'1 Q� 5' t�,.x. <<,�a-c� ...1. ...�.._ ...... -- . ............. .................. ..�.:ca.a.:r�.---. .. - ; .----•---•--...............-- Location-Addr s r Lot No. L---.-_. .._.. _.-----------------•----------------- ..........----- .Sari.. 1 ..-.5 L j 'Owner Address ......... --------------........ ---------------..........---------........ . Installer Address Type of Building Size Lot... --------.Sq. feet U Dwelling—No. of Bedrooms...............1..................i--------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) QI Other fixtures ................................... W Design Flow...........(1.0........................gallons per person Ver day. Total daily flow--------------M-jp-_------.___------.-._gallons. WSeptic Tank—Liquid capacity.IC.OL)gallons Length_Qa__ "____ Width.k(--P------ Diameter._y.J-..�. Depthsla _.. x Disposal Trench—No......I............. Width-.-.'7............ Total Length...2. ....... Total leaching area...... .......sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing+nk_( ) n '-' Percolation Test Results Performed by..... r✓a-ic..✓.�5._..... ............ .................... Test Pit No. 1.4_ -_._.minutes per inch Depth of Test Pit------ Depth to ground water.....Go..._._.__. Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground t water er____-_-_---___----____.- -...___ _._. _------------ 1, - e �ODescription of Soil.....- - ------- . � �' �`�-------------------------------------••-- W -------------------------------------------------•-----•-----•----------------------------••--••----•-•-•--------••••--•---•---••--•---••-••••••••••••••----•---•-•-----------•=----••-•-------- UNature of Repairs or-Alterations—Answer when applicable........................................................................... ................... ----------------------------------•---------------------------•------------.....------•--•-------------...-•----------------.....-----------------------------------------------------........•--...---. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with, the provisions of TLITL!- 5 of the State Sanitary Code—The undersigned further agrees not to place the system ii" operation until a Certificate of Complian e h s b issued by the bo rd of health. D to Application Approved By.. .•• •-•-•• ----v-3. .....-3-,......... •............•. ........... ... Date Application Disapprove f the following reasons: ----------•--- -- -----•-•---••-•-•••---•------------------•--••---•--- ............................•-•--•---......._._....---------•-----••---•-------••-•--••--------•---••-••---------........--•-.................................................. --------------------- -Date --Date PermitNo......................................................... Issued_________________ Date r No. p Fxs....7V.............. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ....... ................................OF......................................................................................... i Appliration for Disposal Murks Tontrurtion Vvrrwit Application is hereby pade for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal S stem at* .. `�-....� � . . . .. ' - ......................... L .............�------ 0---Z-- . ocation•Add ss or o. -- Owner Address W Installer Address dType of Building Size Lot__,&L1_a®---------Sq. feet U Dwelling—No. of Bedrooms_..................__-________._.____.__.__._Expansion Attic ( ) Garbage Grinder ( ) '4 Other—T e of Building No. of persons____________________________ Showers — Cafeteria G4 Other fixtures --------------•--•-------------- • W Design Flow.............I_1..?......................gallons per person per day. Total daily flow-----------Ils,3........................gallons. Gr Septic Tank—Liquid capacity-l-caQ.tD_gallons Length...6'__C.".. Width_.!�('_0"._ Diameter_-L[I_b Depth_-V__5"_. Disposal Trench—No.____l............... Width.....Z............ Total Length____'2,_J.......... Total leaching area.....! .-------sq. ft. Seepage Pit No--_----------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing nlc ) (� "" Percolation Test Results Performed by----- ___1 ._2_ ✓5,___.___"C_�_____________ Date._._`!_ Test Pit No. 1___�_2_---minutes per inch Depth of Test Pit_----b4- --•-• Depth to ground water..._.�o....... ._. Gz, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ R1' •---- -•--•-------•------•-.... Description of Soil ln ���� L�C am•-•y �-�w. �..----- .Z)A.1r_.__.__ C....... _________________________________________________________ W ________________________________________________________________________________________________________________________________________________________________________________________________________ U Nature of Repairs or Alterations—Answer when applicable............................................................................................... --•-•-•••-••--________-•---•-------------•-•-----•_-_---.....---•-•---•-•--._....---__...•••--___•__••-•_____--•---------------------••--•---___._._-•••_.._•-_..___.__._.__.___._...__..------•_______. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has Mn issued by the bo rd of health. Ithrejollfing ne ne Date ApplicationApproved By •---•.....................•--•----••--...--_•••-•-•-••-•--•••-••-•-••••-- ---• "�----------- DateApplication Disapprov reasons:................................................................................................................ .......................................................-•••---•---•-•••--------.._...__-__•--------.......-••-•-•--•---..-----._....------•-•-----•------------•-------- ------____- -••--...._-___ Date PermitNo......................................................... Issued_....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD F HE ::....OF........ .....:.:.....,_. .. . ......................................... M-Urtifiratr of &ontplianre IS 0 ERTIFY, That ndividu Se e D' posal e onstructed <or Repaired -••• ••-•--by- . :.:. .......... .... ( ) • C. � Installer at... ...._.. -----•--.......-•---•--•._...-....--••--•-------------------------••--------•-•-----•--•--••----••-•----•_.__-•-••--•- -------•• ------------- has been installed in accordance with the provisions of TIT j gf The State Sanitary Clod scribed in the application for Disposal Works Construction Permit No_________________!. .w THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CON A GUARANTEE THAT THE SYSTEI�+II WIL FU TION SATISFACTORY. �/S DATE........ .. _t��_....-•••-•----•---------------------•--•---------. Inspector.-•-= -•------••.....•...._......-_._.._._..-----•----....•- THE COMMONWEALTH OF MASSACHUSETTS =q BOARD OF HEALTH ..........................................OF................ .............................................................. No......................... FEE........................ �to�o � � � ��n.�trnrtion erntit . Permission is hereby granted -----.._. - _ ? -••••--•-•••--•--•••••••.._......•............................... to Constru t or Re air ( .Indi Se a Disposal System at N Street �z as shown on the application for Disposal Works Construction Permit No.............. e ______..... _.: ..................................................................................................... DATE_ oard of Health FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS xect� ote �Xoe a/ 4&o ge� /� Ql �!1/llG9�Q�17/!)Le� �iGCI LL�/ly �7?I�,'ILQ�/X L�Zf� ANTHONY D. CORTESE Sc. D tx"'i �e¢ian Commissioner EI �!O iur, .e a,0i4L oLa.�,P.rv. e, aJ%l2c .uae,�ly 023/rG PAUL T. ANDERSON Regional Environmental Engineer )47-1231, Ext. 680-684 November 18, 1982 Down Cape Engineering RE: BARNSTABLE--Subsurface Sewage Disposal 926 Main Street System--Proposed Tight Tank for Route 6A Robert L. Rathbun, Located at Rathbun Yarmouth, Massachusetts 02675 Trout Farm, Route 149: Meeting House Way Gentlemen: The Department of Environmental Quality Engineering, Division of Water Pollution Control, in response to requests relative to the above referenced sewage disposal system, has had one of its engineers review a tight tank plan in one (1) sheet titled: " Sewage System (Holding Tank & Overflow) in Barnstable, Mass. owner: Robert L. -Rathbun Scale as noted July 29, 1982 Down Cape Engineering 9/13/82 Rev. Per BBOH Civil Engineers 9/16/82 Rev. Land. Surveyors Rte 6A-Yarmouth, Mass. The plan proposed to dispose of 110 gallons of sewage per day from a caretaker's dwelling by means of a 2500 gallon capacity holding tank equipped with an alarm designed to sound at three-fifths (60%) capacity. In addition, a 1000 gallon reserve holding tank is also proposed. The tank shall be pumped as necessary and the contents disposed of at the town septage receiving facility at the Barnstable treatment plant on Bearse's Way, as outlined in a signed proposal from Edwin J. Pina Sr. & Son Inc. dated 17 September 1982. The Department of Environmental Quality Engineering hereby approves the plans with the following provisions: 1. Chlorination shall not be provided. 2. The three-fifths level alarm warning system shall include both a bell and indicator light. 3. The Barnstable Board of Health must certify that the system will be monitored by them to insure that it is being properly operated and maintained. - 2 - 4. Failure of the owner or other person (s) having control of the tank to pre- vent overflow conditions and to insure proper maintenance will constitute sufficient grounds for the revocation of approval for use of the system. 5. Construction of the system shall be in strict accordance with the approved plan and Title 5 of the State Environmental Code. No changes will be made in the approved plan without prior written approval of this Department. 6. A Disposal Works Construction Permit must be obtained from the Barnstable Board of Health prior to the start of any construction. 7. Prior to backfilling the system, written certification that the holding tank has been installed in accordance with the approved plans and Title 5 must be submitted to the Barnstable Board of Health and this office by the Registered Professional Engineer who stamped the plan. Nothing in this provision is intended to interfere in any way with the right of the Board of Health to inspect the project facilities during any phase of construction. 8. This proposal must also comply with any requirements as set forth in the Order of Conditions issued for this project on October 19, 1982 by the Barnstable Conservation Commission under File No. SE 3-921. The holding tank shall not be utilized -until a Certificate of Compliance is issued by the Barnstable Board of Health. No environmental notification form is required to be submitted for this project since it is exempt under the Environmental Protection Regulations of the Executive Office of Environmental Affairs and the project has therefore been determined to cause no significant damage to the environment. Enclosed, herewith, are stamped, approved copies of the plan, a copy of which must be kept on the site and used for construction purposes. Very truly yours, For the Commissioner Robert P. Fagan Deputy Regional Environmental Engineer F/TK/re i i Enclosure cc: Barnstable Board of Health Town Hall Hyannis, Mass. 02601 Robert L. Rathbun Box 194 W. Barnstable, Mass. 02668 3 p - 3 - cc: Wetlands File SE 3-921 Barnstable Conservation Commission 397 Main Street Town Offices Hyannis, MA 02601 1 1 Twov-1�1L � �s_e re ��,s_ _ter !firm 12'5—Cwela7E - rp n 2 Z- / e4gn/,a la--C_kj eau-V734-46f� x: -- ---- - es—-- _- — — _ a,� LsB� r THE COMMONWEALTH OF MASSACHUSETTO ORDER, WETLAND PROTECTION ACT G.L. CH. 131, B. 40 TOWN .OF BARNSTABLE FILE NUMBER SE 3-921 To• Name _ ._Rahert_Rathb= Address Apgjg 6A West Barnstable, Mass. Recorded Owner _ PROJECT LOCATION: CERTIFIED MAIL NO. Address off Meetinghouse Way (Route 149) , West Barnstable, Ma. 02668 _....._... --_.._._...... --•- --•- Title Reference, Registry of Deeds; Book _ 1117 page 570 Certificate (if registered) and as shown on Town of Barnstable Assessors Map # 155 Lot # 1000 REGARDING: Notice of Intent dated —$l?4/8? _ Date of Hearing 9 14/82 Plans entitled "Se-wage_S.yatem..lHoldin$._Tank..&_.Quer.flomL e, Mass. Owner: Robert L. Rathbun" by Down Cape Engineering, Route 6A Yarmouth, Mass. Plans dated Jul 291 1982 I Stamped and signed by James H. Bowman, P.E. I THIS ORDER IS ISSUED ON Qctber 19, 1982 f - Pursuant to the authority of G.L. Ch. 131, S. 40, the BARNSTABLE CONSERVATION COMMIS- SION has considered your Notice of Intent and plans submitted therewith, and has determined that the area on which the proposed work is to be done is significant to one or more of the interests described in the said Act. The BARNSTABLE CONSERVATION COMMISSION hereby orders that the following conditions are necessary to protect said interests and all work shall be performed in strict accordance with them and with the Notice of Intent and plans identified above except where such plans are modified by said conditions. CONDITIONS: 1. Failure to comply %A-ith all conditions stated herein; and with all related statutes and other regula- tory measures, shall be deemed cause to revoke 6r modify this Order. — `. This Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, by-laws and/or regulations. 4. The work authorized hereunder shall be completed within one (1) year from the date of this Order unless it is for a maintenance dredging project subject to Section 5 (9). The Order may be extended by the issuing authority for one or more additional one-year periods upon application to the said issuing authority at least thirty (30) days prior to the expiration date of the Order or its extension. t CONDITIONS CONTINUED FILE NUMBER SE 3-921 5. Any fill used in connection with this project shall be clean fill, containing no trash, refuse, rubbish or debris, including, without limiting the generality of the foregoing: lumber, bricks, plaster, wire, lath, paper, tires; ashes, refrigerators, motor vehicles or parts of any of the fore- going 6. No work may be commenced until all appeal periods have elapsed from the Order of the Con- servation Commission or from a final Order by the Department of Environmental Quality En- gineering. 7. No work shill be undertaken until the Final Order, with respect to the proposed project, has been recorded in the Registry of Deeds for the District in which the land is located within the chain of title of the affected property. The Document number indicating such recording shall be submitted on the form at the end of this order to the issuer of this Order prior to commence- ment of work. 8. A sign shall be displayed at the site not less than two square feet or more than three square feet hearing the words: "Massachusetts Department of Environmental Quality Engineering. Number 3" ?� ", and a copy of this Order shall be available at the site. 9. Where the Department of Environmental Quality Engineering is requested to make it determin- ation and to issue a superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before the Department. 10. Prior to any work being done at the site, all legal advertising bills incurred by the petitioner in relation to the Wetlands Hearing held on this project shall be paid. i 11. Notice shall be given to the Barnstable Conservation Commission or Conservation Officer no more than two weeks nor less than two days prior to the commencement of the work. I 12. Shellfish shall be removed from the work/dredge areas prior to construction under the direc- tion of the Barnstable Natural Resource Officer, at the applicant's expense. j 13. Dredging may NOT be done between June 1st and Sept. 1st of an calendar g g y p. y year. Dredge spoils are to be disposed of ___ ____ 1 14. Excavated material is to be disposed of away from banks. 15. Temporary retaining walls are to be used to prevent erosion during construction. i 16. All disturbed areas are to be revegetated following construction. Areas stripped of vegetation during construction may NOT be left unvegetated or unmulched for more than 60 days, unless. other erosion control measures have been provided for herein. 17. There shall be maintained a buffer strip of natural vegetation feet in width around all wetlands and water bodies shown on the plan. Selective limbing may be allowed it within the buffer strip to allow for a view. 18. Revised plans showing .the relocation of both the cottage and the septic systeiu I to the upland portion of, the site shall be sub 'tted to the Conservation Commission � prior to the start of construction (copies to DEQE) . 19. The project shall not reduce the flood storage capacity of any wetland, water course, or water body. 20. A variance from Title 5 of. the State Environmental Code_ must be obtained from DEQE for installation of a holding tank. 21. Immediately following,completion, the project shall be certified to be as per these conditions and plans, in writing, to the Barnstable Conservation Commission by the project Engineer who shall be registered in the state of Mass. Upon certification by the project Engineer _ the applicant shall forthwith request, in writing, that a Certificate of Compliance be issued stating that the work has been satisfactorily completed. 22. Copies of all other permits obtained in connection with this project, and a variance from Title 5 of the State Environmental Code for the holding tank shall be delivered to the Barnstable Conservation Commission as they become available. 23. Work shall also conform to Order issued under Article %%VIII of the Town of Barnstable By-Laws. CONDMON,S CONTINUED SE 3-921 FILE NIIMBEB The applicant, any person agoreived by this Order, any owner of land abutting the land upon which the proposed vi-ork is to be done, or any ten residents of the city of town in which the land is located, are hereby notified of their right to appeal this Order to the Department of Environmental Quality Engineering, provided the request is made in writing apd -by certified mail to the Depart- ment of Environmental Quality Engineering witihin-ten (10) days from-the issuance of this Order. ISS BY: r.. C On this day of 19 P- before me personally appeared C to me known to be the person described in and who executed the foregoing instrument and acknowledged that be executed the same as his free act and deed. 1 No Public My Commission Expires -------------------------------------------------------------------------------=-------------------------------------------------- ji Detach on Dotted Line and Submit to the Issuer of this Order Prior to Commencement of Wo'AL To Barnstable Conservation Commission (Issuing Authority) PLEASE BE ADVISED THAT THE ORDER OF CONDITIONS FOR THE PROJECT AT FILE NUMBER HAS BEEN RECORDED AT TEE ; REGISTRY OF ON (DATE) If recorded land,-the'instrument number which identifies this transaction is ' If registered land, the document number which identifies this transaction "is Signed _ Applicant_ :y a - f 3 IN .nx ANTHONY D. CORTESE f,,. D 0A Commissioner Y1 '01,101101, f/J/ PAUL T. ANDERSON Regional Environmental Engineer October 19, 1982 4 This Department is in receipt of an application under Ceneral L&qs, Chapter H1, Section 40, filed in the Name Robert L. Rathbun J )"Address Route 6A, West ,Barnstable, Massachusetts 02668 ('�,;ner of Land Same I City/Town Barnstable (-West) Location Meeting House Way (Route 149) The follo-vinc inforwation is required to be fonqarded to tlli,s office for a complete filinc:: ` j Notice of Intent Environmental Data Form Loc'us Map Plans This project has been designated by File 9uw.Ler SE 3�921 (xJ The plans for the se'i-,,-a�e disposal systepi (do)JMXXJ not meet the requirements of Title 5 of The State E.rvironmenta) Code. _ Review with !"oard of Health. A Chapter 91 Permit may be required by the division of 'Waterways. (xx) Coastal t.!etlhnds Regulation 36 should be reviewed prior to hea ri n c*(xx) Check Title 5. iUse -of holding tank must be approved by the Regional Engineer of this Department. . 310 CMR 15.18(,1) Miscellaneous Disposal If you have any questions please contact Wetlands Section. I 'Issuance of a file number indicates only completeness of the file and not approval of the application. For the Comlissioner Robert P.--Ta-6—an Ceputy Re(,ional Environmental Ennineer cc: Conservation, Cominission x� Loard of health Coastal Zone Hand(.1ei;1Pnt �pF TN E ZBAHHSTABLE,NAM 'ED039. 367 MAIN STREET HYANNIS, MASSACHUSETTS 02601 October 12, 1982 Mr. Robert Rathbun Main Street West Barnstable, Mass. 02668 Re: Caretaker's Cottage and Septic System at Trout Hatchery Dear Mr. Rathbun; As of this date, no file number has been assigned to your project by D.E.Q.E. Therefore, it is not possible to write an Order of Conditions. The Commission discussed their decision of September 14th, following your hearing, to ask for revised plans, relocating the cottage and septic system, taking into consideration the Board of Health's view that the tank should be left as originally proposed. After careful consideration, the Commission agreed unanimously to ' request revised plans, locating both the caretaker's cottage and the holding tank on the upland portion of the property. f Upon receipt of said plans, and a file number from D.E.Q.E. , an Order of Conditions will be issued so that work may proceed. j i Sincerely, i Gilbert Newton 1 Chairman i +4 G dm cc: Board of Health ua of $A Log Number 0600 BARNSTABLE COUNTY HEALTH DEPARTMENT SUPERIOR COURT HOUSE v BARNSTABLE, MASSACHUSETTS 02630 o • r AIq$9 ►NON6s 862.2811 exr. 331 DRINKING WATER LABORATORY ANALYSIS Clients Robert Rathburn Name of Cellector: Robert Rathburn Sample Location: Croaker Affiliation: Owner Time and date of collection: :00 a.m. Type of Supply: spring 4.13-81 Date of Analysis: 4-13-81 parameter, Sample Result Recommended Limits Celiform Bacteria (organisms/ml) 60 0 pH .6.1 Iron (Ppm) .21 0.3 04 Nitrate-Nitrogen (ppm) <. � 10 80 Cmnductivity (micromhos/cm) 500 Water sample' meets the recemnanded limits of all above tested parameters. Water sample is drinkablb, but ham higher than average levels of This does not repregont a health hazard but future monitoring is recommended. Water sample is drinkable but may present aesthetic (staining, odor, er taste) pro)41ems to users, ' x Water sample is of poor quality and is not recommended to be used for human • b. consumption. Resampling and retesting is suggested. Results only. REMARKS: Barnstable Board of Health ec: cc: Analyst: + of AI Log Number 0598 sa BARNSTABLE COUNTY HEALTH DEPARTMENT SUPERIOR COURT HOUSE v ' BARNSTABLE, MASSACHUSETTS 02630 • • Aso PHONICS 3624311 EXr. 331 DRINKING WATER LABORATORY ANALYSIS Client: Robgrt Rathburn Name of Ce3lector: RntL7•L}2 h,,, Sample Location: Farm Affiliation: owner Time and date of collection: Type of Supply: Date of Analysis: 4-13-81 Parameter Sample Result Recommended Limits Conform Bacteria (0r9anisms/ml)1`` 0 0 pH 1 6.5 1 Iron (Ppm) . . .05 I 0.3 Nitrate-Nitrogen (era) 6.0 ; - 10 �Sd•tM�AAA'.:.. � Conductivity (micromhos/cm) 85 "" 500 x Water sample meets the recommasnded limits of all above tested parameters. Water sample is drinkable•"but haea-higher than average levels of This does not represent a health hazard but future' mnnitoring is recommended. Water sample is drinkable but may present aesthetic (staining, odor, or taste) .prohlems to users. Water sample is of poAr quality and is not recommended to be used for human consumption. Resampling and retesting is suggested. Results only. REMARKS: ec: Barnstable Board of Health cc: Analyst: J o , BARNSTABLE COUNTY HEALTH DEPARTMENT Log Number n 599 Oq SUPERIOR COURT HOUSE Cv BARNSTABLE, MASSACHUSETTS 02630 0 0 SAS$ PHONE% 3624511 EXT. 331 DRINKING WATER LABORATORY ANALYSIS Client:Robert Rathburn Name of Collector: Robert Rathburn Sample Location: ... 6A Best 3:9 4 r.Affiliation: ena-P �wn Bastab n NA�—2�Q Time and date of"collection:g A-m- Type of Supply: wall 4-13=81 Date of'Analysia: 4-13-81 Parameter Sample Result Recommended Limits Celiform Bacteria (organisms/ml) TNTC { 0 III pH 5.6 Iron (ppm) .A 0.3 l Nitrate Nitrogen (ppm) 2.0 1 10 Cmnductivity (micromhos/cm) ii8 i� 500 Water sample meets there(5eannanded limits of all above tested parameters. Wat6r sample, is drinkable, but has higher than average levels of This does not represent a he..Alth hazard but future mmnitoring is recommended. Water sample is drinkablo'but may prosent a@sthetie (staining, odor, --er taste) prolhlems to users. Y Water sample is of poor quality and is not recommended to be used for human consumption. _Resampling and retesting is suggested. Results only, REMARKS: cc: Barnstable Board of Health cc: Analyst: �� - l� Tovvn of Rarnstable III/ ? V Ucpmrtn,enl of lleal(h,S:,fety, end ruvjronn,enlal Services (I ,oF1HF� Public Health Division d` ai P 67 Klin SlIccl,I lyannis MA 02601 nA"ITTAnI,F 1639. 94'°rt1)rnr,<� 4 Dale Scheduled '^ •ril„ell..1 710 rye r'd._`!l_h_!r�_. Soil, St Lability Assessment for Sewage Dishvsrrl ; Performed Il}': _ 1Viulcsscd py: ('4 t/Ia r LOCATION & GI,�NVRAL INFORMATION I,ocalion AJdrr. I�� lq l � ,Lf�rrrlcr's Nanlc /�iy �,9 !fi ��? /�!, e Address pp '� n Assessor's t`1ah/I'a-ccl: �� f linginccr's Nmnc{d a.\j- NIlW CONS I RUCII[ON RF-PAIR l cicphonc 1! 36 2-q6-L) band Use QZSL*S-e.� J Slopcs Surface Sloncs N Disltuiccs from: Cpcn Water l.lody it Possible Wet Aica_VVrD _fl Drinking walcr\yell LQ0 f Il Urainage lvny r" II Properly I.inc ....1-�_ Il Ulhcl It SKE 1 C I : (Slrecl name,dimensions of lot,esacl locations of lest holes fi pert lcsls.locale lvcllands in pmsimil} to holes) 4, c(u- C�ArTc— • 1 D S`rsr4w`- n 5TnE£T pRA P L T"i L lNc" Parent material(geologic) Z- Depth to Ikdrock__7Z 00 Depth to Groundwater: Slallding Watcr in I loft: $ Wccping from I'il hrlcc /V 00d' Eslinlaled Seasonal I nigh Groundwater 41 (L DL`1 IPANIIN TxON X+Ott SC+;ASONAL 111r11 4 /A`1'1�,x ,'t'A13L11 Method Used Sot( Who Depth Observed Standingill obs.hole: t in. Ucplh In soil nullllcs: 4$ irl. Ueplh to weeping from side of obs.hole: _ $ Ill. (4oulldwater Adplsinicllt Inrlcs Well N RrmlinR Dale: _ _ 11 dex Wel level Adj. faclor. Adj.(iroundwalcr I,cvcl Z'CZtCOLA�I�ION>�X'�,S�I Unfc� `�.. rilitc �rfiSll Observation 1 1101c N ` l Inc at 9" Depth of I'erc I'imc at G" Start Pre-soak'Dime @ I .3 O I inic(9"-6") End Pre-soak LZ;Li Rate Min./Inch Site Suilabilily Assessment: Site Pnsscd }/ Site Failed: Additional besting Nceded(Y/N) -t WATCQ-- 1-tU L M£4 QS 'R--' UL A0D(Let S5CD original: Public IkaII Divisioll ObscrvIliol, 1101c IJala To Be Completed oil I3ac1( j Copy: Applicant MAI, /ygrzp 7`C) MouA.19 f rsrfl9 5CAmeud'q-j' &� JeOtd k a j LIA r- ¢n Its l2e 6 ',� eK, iv.uct w & (ex u)— DEEP OBSERVATION IIOLE LOO Dole# �, Depth from Soil I lorizon Sod Texture Soil Color Soil Other j Surface(in.) (USDA) (Munsell) Mottling (Structure,Sloncs,noulderes. Consistency,% ravel ry Y) , /+ Lb iWl 2.y`1 _9 (o C t na.^� sw►�Q' S7 6 Z Lo y�r� MMon /�Y2`��5 CLAY I't.eav &- -e cl , vvr pv�+`-e U T1EEF`;OBSERVATION>HOLE LOG Hole # Depth frorn Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (list (Munsell) Mottling (Structure,Stones,Doulderes. Consistency.%Gravel e DEEP OBSE,RVATION HOLE LOG' Hole# Depth from Soil tlorizolt Soil Texture Soil Color Soil Other Surface(in.)� (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel DEEP OBSERVATION,HOLE LOG° Bole# :; Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (t1SDA). (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,% ravel Flood Insurance Rate Map. Above 500 year flood boundary No_ Yes Within 500 year boundary No_ Yes Within 100 year flood boundary No_ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the'soil absorption system? If not, what is the depth of naturally occurring pervious material? Certification I'certify that on A.&fL (date)I have passed the soil.evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience descr'bed in 310 CMR f5:017. Signature Date,9 Ho -�7A . 0 . i4m 1�)F-, AT4 4pk _ ' � - .....•..:, ,. ....w:..�..�=.c-•! ..:,�:.:..:..,......, ... ^.,.,...._::.w�.;. _..... ..�-'.,..._.....,,.y,a.e.a:�ar a.isJ.....ati;�.:,;�.S;.eses';rs.:z.`y.W�_,..a.....,�,»s?aw...u.>:vu....s.-:. ,��,....-vs..,..,�$»..<...ew..n" _ .s.�.rt.;:r._�.,�..._......... .�._ irJ cil Ll ,J�� -o� J _ R o� i rr Eti i g�� COThR y Op ACE SIT E E PLAN D +� 1 �~ LOCUS OF LAND IN 9 cFO �y '9 (WEST) BARNSTABLE BARNSTABLE 3e FOR BLUE STREAM HATCHERY SHOWING PROPOSED RENOVATION OF LOCUS MAP (NOT TO SCALE) EXISTING GREENHOUSE ASSESSORS MAP 155, PARCEL I PREPARED FOR f FLOOOZONE C ELEVATIONS NGVD WAYNE MILLER DATE: 1 1 /7/98 SCALE.- 1 " = 20' 20 0 20 40 60 Feet T---t : 1 l 1 WOOD ! 1 FENCE 1,1 is'EDGE OF WETLAND ! frO ---------------- BENCHMARK m CONCRETE BOUND ELEV. = 19.25' 4 I T 1� ' UTILITY POLE ONE STORY HOUSE 2 +R CANTER L x cz 6.1' CRAWLSPACE �E- GUY WIRE j ' ! ` TF = 22.32' 1, 1, D-BOX INVERT OUT =21.34' COVER 0 GRADE El '1 �1 C-- , � ROCK + EPTIC TANK 1 1, O POND PICKET FENCE TOP ROCK WALL , Q0 t X 1 - v / POOL I B J ' - J� j EXIST. SHED + � A i i fl #7 / OD 1 �\ #6 F O CF PROP. 60' x 30' EXIST. POST AND BEAM rn CQO SHED STORAGE BARN EXISTING (TO BE BUILT IN GREENHOUSE 0 HATCHERY AREA C o GREENHOUSE (100't x 30't) FOOTPRINT) _ 9TF0 � u� c�i n #5 r� O � I a PROP. 40' x 30' GREENHOUSE Z #4 1 1 1 11 1 1 t SHED 3 #2 ' #1 I EDGE OF HATCHERY cy- i I I-- p �`lH Of w oy� AFRI E �irya � WALA Ln 00 S _ I Q1 1 t i I i i I I I I I I i SEPTIC PROFILE TEST HOLE LOGS T.O.F. AT EL. 22.32 T TO SCALE) . , ACCESS COVER TO WITHIN 6" NO OF FIN. GRADE (NOT 18x5 sTON wall ENGINEER:ARNE OJALA/RICHARD FAIRBANK P.E. i 23 TOP o EL.-22't DONNA MIORANDI /JOHN JACO MINIMUM .75 OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 22.1 f WITNESS: �{ sY. �213� IST.) RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: 8/5/99 12/20/82 �� LOCu FOR FIRST 2' 40 MIL LINER PERC. RATE = 12 MIN./INCH (BOTH TESTS) to 1500 s PROPOSED 2.4' MIAX, 66" & 36"t r FIRE I GALLON SEPTIC I 21.07 DIST. PERFORATED PIPE �0 EFL;,, DEPTH PERC. 21.24 TANK (H-1o) Box. 70 21.1 H£I +'T 1 SOILS p 9489 & 1552 STATION .,.: «�«> 20 CLASS_...� # 20.87 f'Co. 88 oa 88 00 88''�0 0 20.10 gQ 20.60 �s ( 1 7. SLOPE) �_6" CRUSHED STONE OR MECHANICAL PITCH PIPING .0059e COMPACTION. (15.221 [21) L ELEV. '-�li-' i 4� 6" OF 3/4" TO 1 1/2" DOUBLE WASHED STONE 19.1' Q" 1 ELEV. OttEL19.8 DEPTH OF FLOW ( 1 7. SLOPE) (1 2 s; SLOPE)TEE SIZES: LOAM AND INLET DEPTH = 0" FILL 12„ 18.1' SUBSOIL LOCUS MAP SCALE 1' = 2000' 1 OUTLET DEPTH 9 A 18 FOUNDATION-- 10 SEPTIC ANK 20' D' EOX 20' LEACHING LOAMY SAND ASSESSORS MAP 155 PARCEL 1 FACILITY 24„ 2.5Y 5/1 16.1' CURRENT ZONING DISTRICT: RF bvw#6 PLAN MEETS WP ZONE REOTS. 1 5.0 , bvw#1 �I�. B CLEAN MED. FRONT = 30/ ENGINEER TO SUPERVISE INSTALLATION OF LOAMY SIDE = 15 SAND REAR = 15' SYSTEM SAND 2.5Y 6/8 REF: PB 307 PG. 63 44.. 15.4' 60" obs. water 14.8' Cl „ bvw#2 �,`�l bvw#5 15.1 840 48" LOAMY 12.8 FLOOD ZONE: C ., G--W BASED 15.1' SAND �Qw ON MOTTLING Q� 5Y 6/2 bvw#4 10YR 5/8 I � Q• ! i , Al ; MOTTLING 048 L70T AREA-4.65 AC. I� AND BELOW PLAN B.307 P.63 0 7• Q ; s� bvw#3 vE ANY UNSUITABLE ' 96 NO WATER ENC. SOIL HIN 5' OF SYSTEM (REMO*) f,�a BLUE CLAY (�A96" NOTES.. REPLACE CLEAN SAND EXIST. FENCE / PROP. STONE WALL A OXIDES AT INTERFACE BUILD TO EL: 23• -I n +rr TOP OF LINER O EL.-21.1' _y\` N(>I ALLOWED , VTit vlr, r.) SEPTIC DESIGN: (GARBAGE DISPOSER IS -----_---_--_. ----____-) NOT AVAILABLE 110 GPD = 2--- POND GPD ' 2. MUNICIPAL WATER IS _ 1g DESIGN FLOW: 2_ BEDROOMS (___ ) . / 3. MINIMUM PIPE PITCH TO BE 1/2% USE A 220 GPD DESIGN FLOW ADDITION i 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H 10 TEST HOLE EL. �- 19.1 SEPTIC TANK: 220 GPD (_?_) 44p GALLONS 5. PIPE JOINTS TO BE MADE WATERTIGHT, (ABANDON) - s! vp9489 8/5/99 USE A 1500 GALLON SEPTIC TANK 6. CONSTRUCTION 'DETAILS TO BE IN ACCORDANCE WITH MASS. WELL PER LEACHING: ENVIRONMENTAL CODE TITLE V. APPROVAL %open `� H i 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE 4/6/83 deck "f 19.3 TEST HOLE EL. = 2).4' SIDES: ------- GPD USED FOR LOT LINE STAKING. 107' 7•0 SAS / EXIsTING HOUSE THi , 1 p#1552 12/22/82 „ 6.1 CRAWLSPACE BOTTOM:__6__x `50_- - (14_) = 222-_ GPD 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. TF INVERT OUT =21.34' :�3�i4 (LOCATIO22. N BE TOTAL: 300_ S.F. 222_ GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED .WITHOUT �o� DETERMINED BY INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED i,�;,W OWNER) USE 6 x 50 x 0.5 LEACH FIELD AS SHOWN FROM ,BOARD OF HEALTH, i f` TOf oC i �i BENCHMARK g ELEV. NOTE: 2 BEDROOM DEED RESTRICTION REQUIRED BOUND � �r 10. EXISTING SEPTIC SYSTEM TO BE PUMPED AND REMOVED PIC NCE GUY WIRE -�a WALL '. LEGEND 21 ' UTILITY POLE k�PROPOSED -- ---- � - -_ _ �� 'max '� �5� �11' 23.0 PROPOSED SPOT ELEVATION UPGRADE SITE AND SEWAGE PLAN ' �. k SUPPORT POLE NEW WELL - - r� -� SEE NOT N / ; 10 26.2 EXISTING SPOT ELEVATION OF2231Z' 19 EXIST. FENCE 21 PROPOSED CONTOUR IN THE TOWN OF: a �y 21 EXISTING CONTOUR (WEST) 13ARNSTABLE, MASS. - ►,� PROPOSED STONEWALL PREPARED FOR: lA YL' MILLER MD i BOARD OF HEALTH LOCUS EDGE , '� POOL WATERWAY 20 0 20 40 60 Feet s MA yFo / APPROVED DATE SCALE: 1" 20' DATE: SEPr. 14, 1999 ` REV. SEPT' 27, 1999 ADD T.H. REV. NOV. 1, 1999 EXPAND S,A.S. REV. f 1/10/00 down cape engineering, inc. OF >`rH o M . :., HN8 CIVIL ENGINEERS CMH �u �o ((I LAND SURVEYORS Na 939 main st. armouth, ma 02675 Y No A H: OJALA, P.E., P.L.S. DATE 97�-- 185 • 22.32 SEPTIC PROFILE TEST HOLE LOGS ATEL. T.O.F. ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) {o J 18x5 ENGINEER:ARNE OJALA/RICHARD FAIRBANK P.E. ° O STONE WALL 23 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 22 1t TOP O EL. WITNESS: DONNA MIORANDI /JOHN JACO r•. (EXIST.) RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE \ V DATE: 8/5/99 12/20/82 �� �ocu 21. FOR FIRST 2' 40 MIL LINER i ° Vol 21.34 PROPOSED 1500 1.0 180 I PERC. RATE = <2 MIN./INCH (BOTH TESTS) Fo'� PERFORATED PIPE 2.4 MAX. �+ �• s� 2- GALLON SEPTIC I t 21.07 1S ' 21 1 � EFFECTIVE DEPTH PERC. 66 & 36 t FIRE 21.24 TANK (H_10) l� J871" HEIGHT 1 9489 & 1552 STATION 2020.70 �0 CLASS SOILS P# 20.60 88 00 88 00 85'3`30 0 20.10 g0 ( 1 % SLOPE) �6" CRUSHED STONE OR MECHANICAL PITCH PIPING .005% COMPACTION. (15.221 [2]) 4 ELEV, 4 I DEPTH OF FLOW 4' 1 1 2 6" OF 3/4" TO 1 1/2" DOUBLE WASHED STCIgI 19.1 0" 19.1' 0" ELt9.8 ( % SLOPE) (�% SLOPE) TEE SIZES: INLET DEPTH 10" LOAM AND 1 z„ FILL 18 1 OUTLET DEPTH 19" SUBSOIL LOCUS MAP SCALE 1' = 2000' A 18" FOUNDATION- 10 SEPTIC ANK 20' D' BOX 20' LEACHING LOAMY SAND ASSESSORS MAP 155 PARCEL 1 FACILITY 2.5Y 5/1 CURRENT ZONING DISTRICT: RF 1 bvw#6 5.0 24 16.1 PLAN MEETS WP ZONE REOTS. bvw#1 ilk I B CLEAN MED. FRONT = 30' ENGINEER TO SUPERVISE INSTALLATION OF LOAMY SIDE = 15' SYSTEM SAND SAND REAR = 15' 2.5Y 6/8 REF: PB 307 PG. 63 44' 15.4 60" obs. water 14.8' # �`�\% bvw 5 4$ Cl 15.1 84 12.8 FLOOD ZONE: C bvw 2 # �' G-W BASED 15.1 LOAMY ON MOTTLING SAND Q� bvw#4 5Y 6/2; Q`�� �� 10YR 5/$ MOTTLING 048' LOT AREA=4.65 AC. `�� AND BELOW PLAN B.307 P.63 �0� - �� %' bvw#3 VE ANY UNSUITABLE ' r 96" NO WATER ENC. SOIL HW 5' OF SYSTEM (REMOA) REPLACE CLEAN SAND EXIST. FENCE !^ �� NOTES: PROP. STONE WALL % �� OXIDES ATINTERFACE BUILD TO EL. 23' TOP OF LINER o EL.-21.1' NOT ALLOWED 1. DATUM IS NGVD �• SEPTIC DESIGN. (GARBAGE DISPOSER IS ) - . 1g C _J 2_ BEDROOMS (��� GPO) = 220 2. MUNICIPAL WATER IS NOT AVAILABLE DESIGN FLOW: POND _.__ GPD / USE A 22Q GPD DESIGN FLOW 3. MINIMUM PIPE 'PITCH TO BE 1/2% ADDITION SEPTIC TANK: 220 GPD (_2 _) = 440 GALLONS 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 r-� TEST HOLE EL. t9.t - """' 5. PIPE JOINTS TO BE MADE WATERTIGHT. (ABANDON) s� p#9489 8/5/99 USE A 1500_ GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. WELL PER - WELL PER LEACHING: ENVIRONMENTAL CODE TITLE V. APPRopen H / 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE 4/6/83 deck 19.3 TEST HOLE EL. - 2).1'SIDES: _ _NIA_______ ( ) _ GPD USED FOR LOT LINE STAKING. 107' To SAS ! EXISTING HOUSE TH1 , � p#1552 12/22/82 a-- 6.V CRAWLSPACE / i , BOTTOM:__6_x 50=______ (14_) = ��2_ GPD 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. TF 22 ' , BLOWER INVERT o .32 ur =21•34' / ,/�0 (LOCATION TO BE TOTAL: 300_ S.F. 222_ GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT DETERMINED BY OWNER) USE 6 x 50 x 0.5 LEACH FIELD AS SHOWN INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED �,• ?, / �,,w FROM BOARD OF HEALTH. rALc R0 / ! CO CR�BOUND 10, EXISTING SEPTIC SYSTEM TO BE PUMPED AND REMOVED ELEV. - 19.25 �K NOTE: 2 BEDROOM DEED RESTRICTION REQUIRED PIC NCE E ' GUY WIRE WALL LEGEND 21 � UTILITY POLE PROPOSED - --' / '- - \k� ''cx 1 �'y� -L' 23.0 PROPOSED SPOT ELEVATION UPGRADE SITE AND SEWAGE PLAN -' -�, k SUPPORT POLE NEW WELL -- - ' �� -� SEE NOT / ; OF -'9 _ 10 26.2 EXISTING SPOT ELEVATION #2 2 RTE. 149 ---- j EXIST, FENCE F21 PROPOSED CONTOUR IN THE TOWN OF: / 21 EXISTING CONTOUR (WEST) BARNSTABLE, MASS. PROPOSED STONEWALL PREPARED FOR: WA YNE MILLER MD ►,� Ji % BOARD OF HEALTH LOCUS EDGE / N' POOL WATERWAY % A 20 0 20 40 60 Feet syFo i APPROVED DATE t SCALE: 1" = 20' DATE: SEPT. 14, 1999 REV. SEPT 27, 1999 ADD T.H. °" 362-a rm 50 3s2-9sao W REV. NOV. 1, 1999 EXPAND S,A.S. soa REV. 11/10/00 � down cape engineering, Inc. r % N "' �tN ofNE H. G, � ARNECIVIL ENGINEERS LA IL y .LAND SURVEYORS No 2 as 939 main st. yarmouth, ma 02675 �s A H. OJALA, P.E., P.L.S. DATE 97-- 185 T.O.F. AT EL. 22.32 SEPTIC PROFILE TEST HOLE LOGS 41c?� G ACCESS COVER TO WITHIN 6" OF FIN, GRADE. (NOT TO SCALE) � C° 18x5 STONE WALL ENGINEER:ARNE OJALA/RICHARD FAIRBANK P.E. ll" 23 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 22.1-- TOP ® EL.=22'� WITNESS: DONNA MIORANDI /JOHN JACO � (EXIST.) RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE <g ��� Locu 21.34 FOR FIRST 2' � 40 MIL LINER <80 DATE: � 8/5/99 12/20/82 of _ _ <2 MIN./INCH (BOTH TESTS) o PROPOSED 1500 1.0' <80 PERC. RATE - PERFORATED PIPE 2.a' Max. 9PsT GALLON SEPTIC I 21.07 DIST. 80 EFFECTIVE DEPTH PERC. 66 & 36 t FIRE 21.24 WITH MICROFAST Box. 21.1 g HEIGHT STATION (SEE DETAIL) �oo0 20.70 80 9489 & 1552 20.87 <g ( CLASS 1 SOILS P# 20.60 880o g800 C>0 0 20.10 <80 i ( 1 % SLOPE) �_6" CRUSHED STONE OR MECHANICAL _I_ COMPACTION. (15.221 [21) 4 ELEV. Q f DEPTH OF FLOW 4' ( 1 % SLOPE) ( , SLOPE)1 2 6" OF 3/4" TO 1 1/2" DOUBLE WASHED STONE 19 1 0" 19.1 ' 0" EL19.8 � - TEE SIZES: INLET 'DEPTH = 10" 12" FILL 18 1 ' LOAM AND OUTLET DEPTH 1 g = �, SUBSOIL LOCUS MAP SCALE 1' = 2000 A 18" LEACHING LOAMY SAND FOUNDATION- 10 SEPTIC ANK 20' D' BOX 20' ASSESSORS MAP 155 PARCEL 1 bvw#6 FACILITY 2.5Y 5/1 CURRENT ZONING DISTRICT: RF 24" 16.1 ' PLAN MEETS WP ZONE REQTS. bvw#1 BILOWE 1.5" VENT PIPING 5.0 p U CLEAN MED. FRONT = 30' LOAMY SAND SIDE = 15' ACCESS PORTS --�_�f SAND REAR = 1 S' TREATED WATER OUTLET 2.5Y 6/8 1 54' REF: PB 307 PG. 63 - f WASTE INLET (MIN. - }� -_ 44' . 60' obs. water 14.8' I, 3" ABOVE OUTLET) �Y(c bvw#5 C1 bvw#2 �� 50" G-W BASED 15,1 ' 48" LOAMY 15.1 ' 84" 12.8 FLOOD ZONE: C ON MOTTLING SAND Q bvw 4 5Y 6/2 I �- # 24 10YR 5/8 6" DAM. HOLE MICRO FAST INSERT �`<' MOTTLING @48 LOT AREA-4.65 AC. BY 610-MICROBICS ��� AND BELOW PLAN B.307 P.63 ��0 �, IN 1500 GALLON TANK (SEE NOTES BELOW) 1 bvw#3 OVE ANY UNSUITABLE (REMO TE) 96" NO WATER ENC. SOIL HIN 5' OF SYSTEM 1 1 •1 ' REPLACE CLEAN SAND EXIST. FENCE NOTES: PROP. STONE WALL C) co` BLUE CLAY @96" h <o OXIDES AT INTERFACE BUILD TO EL. 23' �� C ' TOP OF LfNER ® EL.=21.1' 1 . DATUM IS NGVD SEPTIC DESIGN:.. (GARBAGE DISPOSEP 'IS _._..__NOT ALLOWED POND 1g s DESIGN FLOW: 2_ BEDROOMS ( 110 GF-�D) _ nlnT nyAll_ARL_E = 22� GPD (viUlvlCit-i�L vv�a.l try _ _ / USE A 220 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/2% ADDITION 2 SEPTIC TANK: 220 GPD (_2 _) - 440 GALLONS 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 � ; TEST HOLE EL, = 19.1 -- - 0 5. PIPE JOINTS TO BE MADE WATERTIGHT. � (ABANDON) 6,i p#9489 8/5/99 USE A L SOOT GALLON SEPTIC TANIK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. WELL PER APPROVAL open LEACHING: ENVIRONMENTAL CODE TITLE V. / / deck 19.3 TEST HOLE 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE p H , 4 6 83 � EEL. = 20.1' SIDES:. ____N1A_______ (___) _ ___- GPD USED iFOR LOT LINE. STAKING. 107' To SAS / EXISTING HOUSE TH1 ' 6.1' CRAWLSPACE p#1552 12/22/8 : , i ���, BOTTOM:__6_x 50 _ (_74_) = 222_ GPD 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. . I TF = 22.32' I INVERT OUT =21.34' i ;��%Q (LOCATION TOBE TOTAL: _300_ S.F. 222_ GPD 9. COMPONENTS NOT T❑ ` BE BACK[ ILLED OR CONCEALED WITHOUT a�'(,� DETERMINED BY INSPECTION BY BOARD [IF HEALTH AND PERMISSION OBTAINED ;o OWNER)MARK USE 6 x 50 x 0.5 LEACH FIELD AS SHOWN FROM BOARD OF HEALTH. ROCK / / / BONCRETE BOUND 10. EXISTING SEPTIC SYSTEM TO BE PUMPED AND REMOVED k �0 a % ELEV. - 19.25 11. ORIGINAL SEPTIC SYSTEM INSTALLED UNDER TOWN VARIANCE 4/6/83 PI LEGEND N VARIANCE UNDER B.O.H. REG PART VIII S.9 MAY BE REQUIRED. -7,9 P RO WALL �'\ '_/, - GUY WIRE 21 / ' UTILITY POLE PROPOSED -- --- --- k,� �k k �� SUPPUxT oLE 23.0 PROPOSED SPOT ELEVATION UPGRADE SITE AND SEWAGE PLAN NEW WELL _� ,� �- 7 SEE NOT N / OF 9 10 i` 26.2 EXISTING SPOT ELLEVATION #2231 RTE. 149 EXIST. FENCE 21 PROPOSED CONTOUR IN THE TOWN OF: 21- EXISTING CONTOUR (WEST) BARNSTABLE, MASS. PREPARED FOR: PROPOSED STONEWALL WAYNE MILLER MD LOCUS EDGE BOARD OF HEALTH 1 �� POOL WATERWAY ZO O ZO 40 60 Feet I MA APPROVED DATE SCALE: 1" = 20% DATE: SEPT. 14, 1999 REV. SEPT 27, 1999 ADD T.H. off 5a6-362- fax 5018 362-9W880 O REV. NOV, 1, 1999 EXPAND S.A.E. o� down cape engineering, inc. FAR Of of CIVIL ENGINEERS HNe ARNE H. cyGs LAND SURVEYORS OJALA OJALA �. PROPOSED MONITORING WELLS OR'SAMPLE PORTS TO BE PROVIDED FOR REQUIRED TESTING ACCORDING TO 9 No.28348 CIVIL H j <o SAMPLING AND MAINTENANCE AGREEMENT PROVIDED BY FAST SYSTEM. O 939 main st. yarmouth, ma 02675 �folst>R� CONSULT INSTALLATION AND MAINTENANCE SPECIFICATIONS PROVIDED BY J & R ENGINEERED PRODUCTS, INC. V RAYNHAM, MA (508) H23-SIM6 FOR MICRO FAST 97- 185 ARNE OJALA, IolyAP DATE ... ._.-.... I - - — eXiStirG� 4rour�d �rofi/e H0 )2/2- SG,9LE: /AA° /0' SG C� 7-1 0AJ !/L� 'le T. .$ GALE- : /�r= /Or -o—o— proposedf 9ro'ir7o/ 'C�rojailt . i SGH&A4 40 P. V. G- OR '9L O!A/ VP c. q EQvAgL TO S.EPT/G J rr��nirnurn %4" per food-/ -- . „ . - w Q e y //� . / �AAVKT ` - -- _ - -- o i —/A J-r- -T-- . O/ST BOX 6.. Svrr� 5••4-� � l. 2o.�i-o % t om\ / f \ wr /000 GAL. 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