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Home My WebLink About0035 FIELD STONE ROAD - Health �� /obi { Commonwealth of Massachusetts Title 5 Official Inspection For Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 35 Fieldstone rd Property Address William Yates - Owner Owner's Name information is required for every W barnstable Ma . 02668 7/9/2014 page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When General Information filling out forms on the computer, J use only the tab 1. Inspector: key to move your cursor-do not Michael DiBuono use the returr! key. Name of Inspector DiBuono sewer and drain Company Name 8 Johns path Company Address S Yarmouth ma 02668 City/Town State Zip Code 508-364-9587 Si 13522 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 Evaluation by the Local Approving Authority 7/9/2014 Inspector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. i t5ins•3/13 Title 5 Official I rForm: bsurface Sewage Disposal System•Page 1 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection For Subsurface Sewage Disposal System Form - Not for Voluntary Assessments a ° 35 Fieldstone rd At Property Address William Yates Owner Owner's Name information is required for every W barnstable Ma 02668 7/9/2014 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: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated-below:: Comments: This system a 1500 gallon tank, A concrete distribution box and three 500 gallon concrete leaching chambers. I was able to camera inspect the leaching components through the vent as the chambers were unreachable by hand excavation. I found the chambers to have about 1"of standing water. Well below the invert to the chambers. I was also able to camera the Dbox from the outlet end of the tank. The Dbox was in good working order. The inlet of the take was not accessible as it is under a retaining wall. B) System Conditionally Passes: ❑ One or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no" or"not determined" (Y, N, ND) for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old* or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 17 Commonwealth of Massachusetts ®Title 5 Official Inspection For Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 35 Fieldstone rd Property Address William Yates Owner Owner's Name information is required for every W barnstable Ma 02668 7/9/2014 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 wil 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 W Title 5 Official Inspection For Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 35 Fieldstone rd Property Address William Yates Owner Owner's Name information is required for every W barnstable Ma 02668 7/9/2014 page. City/Town State Zip Code Date of Inspection B. Certification (cont.), 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system.is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑_ The system has a septic tank and SAS and the-SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory,for 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 '/z day flow t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 35 Fieldstone rc Property Address William Yates Owner Owner's Name information is required for every W barnstable Ma 02668 7/9/2014 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: ❑ 0 Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no" to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA) or a mapped Zone II of a public water supply well If you have answered "yes" to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. l5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection For Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 35 Fieldstone rd Property Address William Yates Owner Owner's Name information is required for every W barnstable Ma 02668 7/9/2014 page. Cityrrown 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 ET N 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 El available note as N/A ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ❑ ® Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): 3 Number of bedrooms (actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection For Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 35 Fieldstone rd Property Address William Yates Owner Owner's Name information is required for every W barnstable Ma 02668 7/9/2014 page. CityTTown State Zip Code Date of Inspection D. System Information Description: This system a 1500 gallon tank, A concrete distribution box and three 500 gallon concrete leaching chambers. I was able to camera inspect the leaching components through the vent as the chambers were unreachable by hand excavation. I found the chambers to have about 1"of standing water. Well below the invert to the chambers. I was also able to camera the Dbox from the outlet end of the tank. The Dbox was in good working order. The inlet of the take was not accessible as it is under a retaining wall. Number of current residents: 2 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ® Yes ❑ No Seasonal use? ❑ Yes ❑ No Water meter readings, if available last 2 ears usage d well water 9 ( Y 9 (gp ))� Detail: well water The plan shows the well is 109 ft from the leaching area. Sump pump? - ❑ Yes ® No Last date of occupancy: 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 For Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 35 Fieldstone rd Property Address William Yates Owner Owner's Name information is required for every W barnstable Ma 02668 7/9/2014 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Currently OccupiedDate Other(describe below): General Information Pumping Records: Source of information: none provided 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): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection For Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 35 Fieldstone rd Property Address William Yates Owner Owner's Name information is required for every W barnstable Ma 02668 7/9/2014 page. CityTTown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 15 years old Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 12"feet Material of construction: ❑ cast iron ® 40 PVC ® other(explain): Distance from private water supply well or suction line: NA . feet Comments (on condition of joints, venting, evidence of leakage, etc.): No evidence of leaking, Vented through the roof Septic Tank (locate on site plan): Depth below grade: 6"sfeet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) 1500 gallons If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 Gallon Sludge depth: 3"s t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 Commonwealth of Massachusetts Title 5 official Inspection For Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 35 Fieldstone rd Property Address William Yates Owner Owner's Name information is required for every W barnstable Ma 02668 7/9/2014 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank (cont.) Distance from top of sludge to bottom of outlet tee or baffle 24"s Scum thickness 3"s Distance from top of scum to top of outlet tee or baffle 42"s Distance from bottom of scum to bottom of outlet tee or baffle "Sludge stick How were dimensions determined? Tape 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.): Outlet tee is in place could not inspect inlet tee. Tank level is normal.Very little solids Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness I Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ^M 35 Fieldstone rd Property Address William Yates Owner Owner's Name information is required for every W barnstable Ma 02668 7/9/2014 page. City/Town State Zip Code Date of Inspection D. System Bnformation (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.): System is in good working order all the way around. Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction.- El concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts - W Title 5 Official Inspection For _ o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 35 Fieldstone rd G1Ar Property Address William Yates Owner Owner's Name information is required for every W barnstable Ma 02668 7/9/2014 page. City/Town State Zip Code Date of Inspection D. Systems Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert Normal 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.): No evidance of carry over seen with camera. Liquid level was normal 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: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 I Commonwealth of Massachusetts W Title 5 Official Inspection For Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �M 35 Fieldstone rd Property Address William Yates Owner Owner's Name information is required for every W barnstable Ma 02668 7/9/2014 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ® leaching chambers number: 3 ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): No signs of hydrualic failure. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 17 Commonwealth of Massachusetts W Title 5 OfficialInspection Form o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments G'M 35 Fieldstone rd Property Address William Yates Owner Owner's Name information is required for every W barnstable Ma 02668 7/9/2014 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): No signs of failure, ponding or break out Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 14 of 17 i Commonwealth of Massachusetts W Title 5 Official Inspection For Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 4M 35 Fieldstone rd Property Address William Yates Owner Owner's Name information is required for every W barnstable Ma 02668 7/9/2014 page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ❑ hand-sketch in the area below ® drawing attached separately t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 - .5 �i6 4 gin,• < �' c. . ��a4,5 TOW14 OF BARNSTABLE LOCATION ��_i r c. I Gf `"�� '':;4 SEWAGE # VILLAGE f r 1 rr f 7 r.yl /. ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. 6Z! ;n i 1-4- SEPTIC TANK CAPACITY LEACHING FACILITY: (type) ��,'7 c: i` C-2•�.'t;,;r.. '`;F%-. '(size) NO. OF BEDROOMS BUILDER OR OWNER) C-J PERMITDATE: /c%.ti/ � 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 (>f any wetlands exist within 300 feet of leaching facility) Feet Furnished by i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ° 35 Fieldstone rd Property Address William Yates Owner Owner's Name information is required for every W barnstable Ma 02668 7/9/2014 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: 12+ ft 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: 12/20/1999 Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health - explain: ❑ Checked with local excavators, installers - (attach documentation) ❑ Accessed USGS database,-explain: You must describe how you established the high ground water elevation: Site plan dated 12/20/1999 shows no ground water encountered at 12 + ft on test hole data log.. Per Civil engineer Arne Ojala Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection For Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 35 Fieldstone rd Property Address William Yates Owner Owner's Name information is required for every W barnstable Ma 02668 7/9/2014 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 BK 12800 P02:3 r -287 n 1 -2 r—21300 e 10 : 08 M DEED RESTRICTION WHEREAS, William Al. Yates and Ann Marie Yates, of 26 Shoreline Way, Plymouth, Plymouth County, MA 02360 are the owners of 35 Fieldstone Road, located at West Barnstable, Barnstable County, MA 02668 (hereinafter referred to as LOT 3) and being shown on a plan entitled "Weekes Crossing,' Open Space Development Plan, Subdivision Plan of Land in Barnstable, MA, property of Nabil Boghos, duly recorded at the-Barnstable County Registry of Deeds in Plan Book 413, Page 99; M - _ WHEREAS, William M. Yates and Ann Marie Yates as the owners of said lot have 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 310 C.N4R 15.214 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Selvage 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 310 CMR 15.214, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on this lot is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document, NOW, THEREFORE, William M. Yates and Ann Marie Yates do hereby place the following restriction on the above-referenced land in accordance with an 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. 35 Fieldstone Road may have constructed upon the lot a house containing no more than three (3)bedrooms. William M. Yates and Ann Marie Yates agree that this shall be a permanent deed restriction affecting LOT 3 located on Fieldstone Road, West Barnstable, MA, and being shown on the plan recorded in Plan Book 413, Page 99. For title of William M. Yates and Ann Marie Yates, see the following deed: Book 12782, Page 297. Executed as a sealed i ,strument this ZS day of TA n�A r 12000. y William M. Ygfts Ann Marie Yate COI\LAIONNVEALTH OF MASSACHUSETTS Barnstable, ss :'�%�� , 2000. Then personally appeared the above named William .N1. Yates and Ann Marie Yates and acknowledged the foregoing to be their free act and deed, before me, I'd , 7 �. < U✓ J� No ary Public My Commission Expires: �7/a l0 f WILKINS AND DEYOUNG ATTORNEYS AT LAw 258 WINTER STREET HYANNIS,MASSACHUSETTS 02601 (508)771-4210 FAX(508)790-4668 STEVEN S.DEYOUNG OF COUNSEL: RUSSELL N.WILKINS BARRON&STADFELD JOHN S.DALE ' WILLIAM M.YATES February 4,2000 Board of Health Town of Barnstable 367 Main Street Hyannis,MA 02601 RE: 35 Fieldstone Road,West Barnstable Dear Madam or Sir: Enclosed please find a copy of the recorded deed restriction for the above referenced lot as required in paragraph (3) of your letter to Mrs. Ojala of Down.Cape Engineering, dated December 30, 1999,wherein you granted a variance from Part X1I, Section 11, to install a soil absorption system 109 feet from the onsite well. e Very truly yours, PWALLUMM.Y wmyfod" cc: Mrs. Sarah Ojala � .-�� .Y ..: l n.:.•.i7. '.,4.. L' ...t .fi+.,._ � :+-ti 1 } ^i • 1 .:L.`4-, :. � ��4.JE:I '! 3 '. � ..@:..ni. ,. ..{ .. .�E..-..i ..ram.. .. ..tL� `"j .V.} f.�I� :�l � ...... I'. + i- .. ) 74 ,•i y..t.-.v � �'�T ti ._��:r aLi,f - _ .. gun, 17. 2016 7,36AM k Oi70 P. 1 ENHRO TECH LARORATORIES,INC. MA CERT.NO.:M MA 063 8 Jan Sebaslian Drive Unit 12 Santhpicb,MA 02563 (508)888-6460 1-800-339-6460 FAX(S08)888-6446 Z Client Name Yates, william Location 35 Field Stone Road , Address PO Box 1369 W Barnstable,MA Sandwich z MA 02563 Sample Dale 06/08/16 Collected By Client Sample Time 9:oo Semple Type Drinking water Dale Received 06/08/16 Lab Order lVumber OW-161664 Well Specs NA Zocalrgit Source. Date Cofieefe�' . Trine Collected L'd p3i� 09108M6. 0:00 36 Field°Stone Road Analysis Requested Ulrits Recommended Undis jAnalysts7tesull Method jDateAmlyzeti Analyzed By Total Colifprm CFU110DmL 0 _ 0 SM9222B 6/8/2016 MC PH pH units 6.5•3.5 7.76 SM 4500-H 6 6/812016 LL Specific Conductances umhos/cm 500 94 EPA 120,1 6/8/2016 LL ._ .... .._ _. _ iVllrite-N _ _ mg iL 1.Q0 �0.006 EPA 300.0 6/812016 _LL _ Nitrate-N mg/L 10.0 <0.01 EPA 300.0 6/812016 LL --- Sodium - _ mg/L - 20.0 20.8 EPA 200.7 6/13/2016 -'_ KB T_ — Total lronn mg/L- 0.3 0.02 EPA 200.7 6/13/2016 KB Manganesen - mg/L 0106 <0.005 EPA 200.7 6/13/2016 KB Lead mg1L- 0.015 <0.006 EPA 6/13/2016 KB .. .__—. Sod1w level is not a health hazard. / Water meets EPA standards and is l bie for drinking for parameters tested. _—� Bate 611 512 01 6 Ronald f,salf Laboratory n eelor BRL-Bef&v Reportable Lpnits "See kwiched Page 1 of 1 OCsrrifrcotior is not available for this analyle for rronporahls ivaler samples.. 10" C" 6'-0" 3 2' (1 A. Dpop 8) lI� __ - _______I ----------------------- ----------------------- --- - --.- - Bw Bw L 10"COIJC. P.ETMNING I I I ^ w I WALL LOCATION SHALL BE FIELD VEPOFIED 1 BASEMENT t /I I I I I a'THI PSI)CONC. SLAB I -I (3500 — I ! A 0 1 (3 THICK CONC. SLAB 6•-IO" 6•-10 I I b cl I (3600 PSI) OVER ' 6'-1 O" 7'-1' �, ffi• OO COMPACTED FILL I I �J L--------- - ---�- J BEAM 3 1/2^DIA,CONC. RLLED - 3' xl? GIRDER ROCKET STEEL COLUMNS I I ( 30" G 1 2"2"DEEP CONC.. FTG'S TG'S (TYP-) �. �� I I I I _ • i .1 gir �4 I � — � . . : I P [11'THICK POURED CONC 3"Lg,-5' (:)Pop P p �p I ON 20' S 22'-0" - I KEYED FTC'S AlL AR ND) T I •I I I I - _ I 10'CIA. CONC. SONOTUBE PERS(A'-0" MIN.) BELOW I!^ I FINISH GRADE TYP. A) 7'-D.. ___-___2 -0 _-_ _p•_ y / fut_;TfDra'T(�1N-- _I,r1`J Ip- . ' y S-0Z nk N ! f•..`,Bp;;1 L,f H f E 6 , t E:,r Inn. Ir�rYl i 1lill lri�1) 9 '; w :1:,, nAiill :.•� _ I,.I 22.-0' 36-0' t7'-10' 3'-2" 6'-0" 6'-0" � ( .0.DROP 8) ———'—————————————————— —— — ———— _———— ——————————————————————— Ir-------------------------- ------------------------------- -� I I I 1 I BW 8w %nra. I I I I I I t� 1B I. a 1 10"CONC. RETAIN ING WALL LOCATIONSHALL BE FIELD VERIFIED BASEMEN ♦'THICK CONC. Sus (3500 PSI)j j I I I o THICK CON. SLAB 81r D" 6'-10• — _6'-1L0"3: II J'-_1' (3500 PSI)OVER COMPACTED FILLI_-------_-- ------------ BEAM � POCK 2.12 GIRDER (TYP) /2 CONC. Fl STEEL COLUMNS ON • - o I I I I I 30".CONT. 12'DEEP I I I I I CONC.FTG'S (TYP.) a I I I I I I I I I I 1 I u IL--------- -------J _ __-----_ __________ Aa ml i 1 I } 9'-6 M.O. (DROP 10")� 9'-6'M.O. (DROP 10')--J13" I 8"THICK POURED CONC. UP I 1 FIND'WALL(3G0 PSI) I I ON 20". 10,COONT. 1 ,1 22•-0" I KEYED FTG'S(TYP.ALL AROUND) --J L---- _____________ -___-__ . I I o IG- DIA. CON'. 'ON OUBE I OI a I PIERS (44 0•MIN.) BELOW FINISH GRADE TYR. I 1.g z I I 6' 7 2" 6'-87'-2' 6 FOUNDATION PLAN SCALE: I/a• _ ,•-O' NEW RESIDENTIAL HOME FOR: SHEET 110. U`i7( mol00 NJ FIXOD E(S ]BILL & Ah LME YATES 4 Xt RESIDErmAl ca:o oEs�Gei sEPr'ICES WEST BARN5rABLE, M.13SACHUSErl'a 6 7 WIHDSONG ROAD FORESTUAI.E, MA. 0264,1 1-1511?) 509--10::0 q T A D 14' x 12' DECK A6 � A7 1 � 58'-0' I 36._0. 1 I I6'-4' 8'-2' 1 1 cRxa tl ' 1 Sao \ ' I 1 m IIJJ I OBL. I 'O'CLR. v FlREPUCE� l � SINK © 1 j ® �© I ❑ 0" 2'-t' I q FAMILY RM. In1 ly I ❑ • �� la 4 TWO CAR GARAGE z-n sIm eRr.Door �m t-3'-6" 2'-3'-{--3'-7'—T2'-4' -0' lt'-11' 1 4• n__ I IS' C.O.CLOSET 1 1 ti S e O I ' 6'-9' ' l 12.6 WALL FOR 8- I 6-VENT � n s' 7'O.H.DOOR 9' a 7'O.H.DOOR DINING RM. i LIVING RM. d� 0 5'-10' 10'-a5'-10" II 'UP I z..e I hlJJ� Nue x..a I (jA I Q I e� 1 I 1 4'-6' 6'-0` 7'-6' 7'-6' '-0" 4•-6" 1 8 A7 " FIRST FLOOR PLAN SCALE: 1/a' NOW RMIDFNTIAL HOME FOR: _ SREEI NO c o o 13nl & ANNUAM YATES 1 �� 1fF;9T Hl.RNS'I'ADIE, MA.SSACHC`3V'.-N m REVDE,RIAL CADO DESGN SEMCES w 7 MINDSONO ROAD FORFI'TDALZ LA. OZ644 1-51iII! 15:w-1020 1 36'-0' 6—6 11—6� 10•-0' 8'-0' ...... _. .. _. 1 ....... .. .-. ' ... :... .. .. ..... ., 7 ]ue Rue c 3U] tU]• ]Ul ' a �0 �n a 1 p W I O ._ 12•-7. I 7•-0• 3'_7- 2'=0 10'-10 I o M. BATH BEDROOM _ v CLOSET -I I .. ... :.. :. OPEN RNL n I _ p CLOSET •I ) N n [a 5, r. Y D //.. I I e 7 OPEN RAIL I gi — BEDR00 MASTER SUITWALK IN CLOSET 12'-5' 2N6 tun xue xue 1ue S-5 6-0 7,-6 7-6- 6,-0* 4'-6.. SECOND FLOOR PLAN SF,ALE: 1/4' a 1'-0- NEV P.-CM124TIAL HOME FOR: SNEET r10. YATES �# BIIL.L & ANtVMA:R.IIE RE;:GENtL.<c/[c pES•:�I sE�/f-F.. HUT 6ARNEIARL^:. MASSACHU2PM 7 WD90V0 ROAD FORESTDA18. NA. 02L44 I-(508) 659-1020 �' { - No. ----- - -- Fee----- -`----------- BOARD OF HEALTH TOWN OF BARNSTABLE Applicat ion Ar Melt Cori.5truction3permit Ap lication is a eb made for permit onstruct ( ), Alter ( ), or Repair ( individual Well at: Local' — Addres Asse Ma�cel Lb V Owner Addres —� Installer — Driller Address Type of Building Dwelling—N� -�L��-_'��_ --- — -- Other - Type of Building No. of Persons-- ---------------- ------ Type of Well � � t ' ---- Capacity--/-,)— Purpose of Well-- /� G' - -- �� ' P it/ PkA-- �'141 Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. Signed ' -71 datl( Application Approved By 7. OL--- Application Disapproved for the following reasons: _______ --- -- --- ----------- ------------------_----___—date Permit No. -- Issued--- ---------------- -- ----- date BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate Of (Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by—_ -- — ------ --------------------------------__—�--------- Installer -- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. -------- ----Dated---- ------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE----- - -- Inspector------_____-----___-�- -------____-- y` No. — /-— - -- Fee— ------- BOARD OF HEALTH TOWN OF BARNSTABLE 0(pplicatiofib, Vell Congtruct ion Permit Ap licatio is a eb made for pe it onstruct ( ), Alter ( ), or Repair ( Znindj *dual Well at: 1 Locat Addree Assesso" s M io — Parcel — — ----------- — ----- Ow er —Addres — -- --_---_— —_-- — — — ——! o��1_�-------------— Installer — Driller Address Type of Building Dwelling --------— -—-- —- Other - Type of Building - No. of Persons-- --- ------ --- -- Type of Well 7 /`7/ ---- ----- Capacity--1 _v_ /%L•________--_—_ Pu ose of Well---itX ' I / "- i .• !d k.� SIOW14 Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. Signed �'i` —-- — CD /�j-- da 6/Application Approved By ^= --------- 01---- e Application Disapproved for the following reasons: ---.--------------------------------------- date Permit No. — Issued----------------_______.___ ------------- date BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate Of (Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by--- --_ ---- --- ---- ------ Installer at—_ _----- -- -- —___—_—-----has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. --- ----Dated----- ------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE—_—___— -- Inspector------------------_—__ —_____---____-- BOARD OF HEALTH TOWN OF BARNSTABLE Ivell Con5tructionVermit _ No.W 04/y/ � Fee- /_J - Permission is hereby granted L4 " / =� to Construct ( ), Alp ( , or�,Repa' ( an Indio' ual Well at: No. — . JG��r. -------------------------------------------------------------- Street as shown/on the application,for a Well Construction Permit Z_JNo.- W -0�` — Dated ---------- ---------- --- I� t 7 v/ Board of Healt DATE _— No. l 07 Fee l THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ys PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIPPYication for Migogal *pgtem Con,5truction Permit Application for a Permit to Construct('�)Repair( )Upgrade( )Abandon( ) El Complete System 11 Individual Components Location Address or Lot No. 5-5 R«N& S-6 Owner's Name,Address and Tel.No. �. "�,ago `I, � V� Assessor's Map/Parcel L " V 1l, /� em r v`, 14�S 11 © 26 AI Installer's Name,Address,and Tel.No Designer's Name,Address and Tel.No. � (2eii-YJ��_n AWE ALA MOHL-40-n1 139 act O LL7 Type of Building: Dwelling No.of Bedrooms S�>— Lot Size 37- 2L"sq.ft. Garbage Grinder( ) Other Type of Building pe&v VAonne_, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow ') gallons per day. Calculated daily flow gallons. Plan Date—A I 7,2.. Number of sheets Revision Date Title S;—^� Size of Septic Tank ( sub Type of S.A.S. !isza Q,4L U�c.�r�gy. 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 Titl 5 of the Env' nmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by t 's Bo H It Signed a Application Approved by . Date n Z,T' Application Disapproved for the following reasons' Permit No. 7-OU0— /O: Date Issued Z --------------------------------------- •ems.,-� _ L� Q ... —7 s �� ,�$ `,� � � �' ; z � � Fee " THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: T Ys PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS 01ppriration for 3i.5pool *pgtem Conetrurtton Permit Application for a Permit to Construct()Q Repair( )Upgrade( )Abandon( ) ❑Complete System O Individual Components Location Address or Lot No. -5-5 R tAri S-6 Owner's Name,Address and Tel.No. z Z4 ..('t . Assessor's Map/Parcel 1 ` u, WIt tt•, inn M. 14m1E5 1 )-6%0&r1M1 W044 PL-AV\OIAAMA- Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. t&- 139 In S*- ov_* AAA QZ(J Type of Building: Dwelling No.of Bedrooms Lot Size z sq.ft. Garbage Grinder( ) Other Type of Building ge J I-Vo rwne, No.of Persons Z Showers( ) Cafeteria( ) Other Fixtures Design Flow 0 gallons per day. Calculated daily flow gallons. Plan Date I 2(_ Number of sheets I Revision Date Title 5 r c : .LI A-h Size of Septic Tank _( BOO Type of S.A.S. aD Q4,L Lap c.xx4 Description of Soil Nature of Repairs or Alterations(Answer when applicable) { Datelast 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 Titl 5 of the Envi onmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by t 's Bo He It Signed �LDate Z 'ZZ '2 Apo Application Approved by Date Z 27 �Z4 Application Disapproved for the following reasons Permit No. �-0- /0 Date Issued Z `Z Z " Z G rb THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CE that On-site S-owage Disposal System Constructed( Repaired ( ) Upgraded( ) Abandoned( )by at A,'HJJ & h b n constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer e The issuance of ermit sh guarantee 1 not be construed as a e that the e 1 will function as de[si ne C Date Inspector --------------------------------------- No. 2srYD Q7 Fee i THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE: MASSACHUSETTS Migool * gtem Con0truction Vermit. Permission is hereby granted to Construct( Repair( )Upgrade( )Abandon( ) System located at 3 � f-l e-_4d__Z 11_d (,, Z& and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date: -:Z1- -ae'no, Approved by 4 TOWN OF BARNSTABLE , CFSNET�w OFFICE OF i H�sT� BOARD OF HEALTH NAB& 0,, 039• 367 MAIN STREET 'ed MPY A" HYANNIS,MASS.02601 December 30, 1999 Sarah Ojala 939 Main Street Yarmouth, MA 02675 RE: 35 Fieldstone Road,West Barnstable Dear Mrs. Ojala You are granted a variance on behalf of your client William Yates, from Part XI I, Section 11, to install a soil absorption system 109 feet from the onsite well. You are granted permission to construct an onsite sewage disposal system at 35 Fieldstone Road, West Barnstable, with the following conditions: (1) No more than three (3) bedrooms are authorized. Dens, study rooms, finished attics, sleeping lofts and similar-type rooms are considered"bedrooms" according to the Massachusetts Department of Environmental Protection. (2) The applicant shall submit revised site/septic plans showing the distances between the proposed soil absorption system and neighbor's wells. (3) The applicant shall record a properly-worded deed restriction at the Barnstable County Registry of Deeds limiting the dwelling to three (3) bedrooms. The deed restriction shall be signed by the property owner. A copy of the recorded deed restriction shall be submitted to the Board of Health r�or to obtaining a disposal works construction permit. This variance is granted because the topography of the lot to the rear has steep slopes of 40% or more and construction of the septic system on these grades would be difficult and costly. Also, the proposed septic system meets all of the provisions of the State Environmental Code, Title V. Sincerely yours, Susan G. S. Chairperson _ Board of Health Town of Barnstable SGR/bcs ojaral 6•-6• 11'-6' 10'-0" B•-0' ----.--_.---"-------.- --------- I . ... : ... I O 1 0 m n b e 4 u 30• r r 7.o• 2' o" fo' lo• BEDROOM —1 M. BATH o ( .. :_...::"., .....: ...:r.. .... ... .:::.... CLOSET •i ]� OPEN RAJA h ' .. .. CLOSET 0 ~ I « DN r 6' T I. .. -9. •i ��Fop- MASTERL __ SUITE ------------ ----=---------- EfDROOM WALK M CLOSET ]-a 14'-3' 344e ]a4e 2445 24U 24U 4'-6• 6'-0• 7'-6" 7•-6- 6'-0• 4'-6" SECOND FLOOR PLAN SCALE: 1/4• ,•-0- N61E RESIDENTIAL HOME FOR: - SNEE7 No, Q HORM N Kam BILL & ANNUARIE YATES m a A RESIOE1 CADO DESIGN SEWOES WEST BARNSTABLE. YASSACNUSLTM ly Y � G 7 WIND90NG ROAD PORErrDAL6. MA, 02644 1-(608)639-1020 k' S 14' x 12' DECK 22'-0" 36'-0' 1 19-S" 2"-7' 2'-11• 8'-7" 1 16'-4- B'-2" � I 1 ® r—J SINK I SINR I 'FlREPLACE i © I ❑2'-4d 4 FAMILY RM. 1 I c n 7 �L I ❑ q TWO GAR GARAGE 1 :-e srtn e� ort.000e •^ T—Y-6" 2'-3" 3'-7- 2'-4• 6-D-c.or2.6 yp I CLOSET 'I jTSmOR m9'a T O.H.DOOR B'. T O.H.DOOR ,DINING RM. Jq LIVING RM. 10'-4' S'-10" Ci is 1 22'-0' 1 i A 1 A6 I q 1 ❑ I ❑ O ❑ 36'-0' 1 B A7 FIRST FLOOR PLAN SCALE: 1/4- - SMEEf N0. NSIE RFS[DL'NI'IAL HOME FOR: O o HILL & ANNMARIE YATES m i4°G1 1 A 4 RESMENRAL CAM DESIGN SEWCES WM BARNSTABLE. YASSACHUSUM � G i. 7 •NDSONG ROAD FOREMALE. IIA. 02644 1—(608)680-1020 y. BK 12800 P02,3 r S28 r n 1 -2 r-2000 e 10 = 0 DEED RESTRICTION WHEREAS, William M. Yates and Ann Marie Yates, of 26 Shoreline Way, Plymouth, Plymouth County, MA 02360 are the owners of 35 Fieldstone Road, located at West Barnstable, Barnstable County, MA 02668 (hereinafter referred to as LOT 3) and being shown on a plan entitled "Weekes Crossing,' Open Space Development Plan, Subdivision Plan of Land in Barnstable, MA, property of Nabil Boghos, duly recorded at the Barnstable County Registry of Deeds in Plan Book 413, Page 99; WHEREAS, William M. Yates and Ann Marie Yates as the owners of said lot have 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 310 CMR 15.214 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage 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 310 CMR 15.214, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on this lot is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document, NOW, THEREFORE, William M. Yates and Ann Marie Yates do hereby place the following restriction on the above-referenced land in accordance with an 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. 35 Fieldstone Road may have constructed upon the lot a house containing no more than three (3) bedrooms. William M. Yates and Ann Marie Yates agree that this shall be a permanent deed restriction affecting LOT 3 located on Fieldstone Road, West Barnstable, MA, and being shown on the plan recorded in Plan Book 413, Page 99. For title of William M. Yates and Ann Marie Yates, see the following deed: Book 12782, _- Page 297. Executed as a sealed i strument this 2S day of TA n�A r� , 2000. � r i� William M. Y es Ann Marie Yate s� COMMONWEALTH OF MASSACHUSETTS Barnstable, ss '�� , 2000. Then personally appeared the above named William M. Yates and Ann Marie Yates and acknowledged the foregoing to be their free act and deed, before me, No ary Public My Commission Expires: Department of Environmental Management/Division em p g enUDivision of Water Resources 'F WELL COMPLETION REPORT WELL LOCATION GEOGRAPHIC DESCRIPTION Address rC�EVD50N E R-� N S E W of (feet) (circle) City/Town 44. �SAa_ STHe u:_ Well owner W_►c-a N.A", ` P,4cS (road) Address SCo S'V469.£U rA E W A1` N S E W of (mi.in tenths) (circle) SLY rrlpuT 1i Nf1 lA (�Z3Cop Board of Health permit obtained: % -yes IE' no ❑ intersect. w/ (road) WELL USE ` WELL DATA Domestic©ublic'❑ Industrial.❑ Total well depth '�7 chi ft. Monitoring❑ Other Depth to bedrock ft. Water-bearing rock/unconsolidated material: Method drilled P+uCirR.: Description Date drilled Z- Water-bearing zones: _ CASING 1) From fJ To 15 Type SLH44> 2) From To Length__ft. Dia(I.D.)_ `in. 3) From To Length into bedrock ft. Gravel pack well: dia. Protective well seal: dia. Screen: Grout C] Other Slot# Xlm length-fk—from L to Z� STATIC WATER LEVEL (all wells) Static water level below land surface 65 ft. Date 7" �d'zc� WELL TEST (production wells)' Drawdown 2- ft, after pumping hr. min. at \`S gpm How measured 911MR-N E Recovery ft. after-.-:-.,hr. "" min. LOG of FORMATIONS COMMENTS 0 Materials Froml To $ -L 5m 1 u. Driller` t;, Firm 4e5tv°+OND `uJE— INC. Address. 6C q- t-cfNl City/Town 0V-1-E P1f k u wising Driller Reg.# Z01IN Signature of supervising registered well driller Please print firmly BOARDa;OF HEALTH COPY 4" J• �0/ .{/ �� _l _-O. ors..;: Fee BOARD OF HEALTH TOWN OF BARNSTABLE App[icat ion-ft lVell Construct ion j3ermit Application is hereby made for a permit to Construct ( ✓S, Alter ( ), or Repair ( )an individual Well at: - --- ------------------------- ------------ Q Location — Address Assessors Map and Parcel PO A6* /a 63 �✓ cvnr ------------------------------------------ Owner Address �.Srrior�l) �'6U- /h74 Installer Driller Address Type of Building Dwelling--------------------------------------------------------- Other - Type of Building No. of -9 0 �''X 9 ' �/o�a� io-1� '� � - - - --— Type of Well---—------ - ----- ---- Capacity------------------- Purpose of Well---22b C-6�e_ Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable''Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well``n:operation until a Certificate .of Compliance has been issued by the Board of Health. sig - - --- —— i� -J_ to Application Approved By _ S vV day Application D ----isapproved for the following rea s: --------------------- O ' date Permit No. -� -- ----- Issued----------------------------------- ----- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by---- ---- -------- --------------- Installer at---- - -------------------------- ----------------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health rivate Well Protection Regulation as described in the application for Well Construction Permit No. V Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--- _ Inspector 1 ' Fee- s No. -------------- ------------------ 1 BOARD OF HEALTH TOWN ` .OF. BARN STAB LE, Application.,f or V ell,con.5trurt ion Permit Application is hereby made for a permit'to Construct(,✓S, Alter ( ) or Repair ( )an individual Well at: ' Location Address ' Assessors Map and Parcel j Owner�j Address �2ic.c,ih Installer Driller — Address' G Type of Building Dwelling -— -- ------- ------ ----------- Other - Type of Building----- -------- ------------- No. of Persons_-- �c'{Cfi r Type of Well---- - --- — --- , Capacity--- - - -- - i Purpose of Well--- 2Y��lrc�7jc- ---- --- ff ' Agreement: i The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to - place the well in operation until a Certificate .of Compliance has been issued by the Board.of Health.' Sig ate 1 Application Approved By � d Application Disapproved for the following rea s:— -=----------------= -------------------- i li! -- —---- — _— — =— — — -- -------- ------ -----—=date------ (' -- { Permit No. Issued-------- -- - date: ; _ a�sr,.�s�R�i:ra�lr.ta+rdmisws�avT...es�t.3��e'elY�:fi�aYMr:aMsiea6:!�'to+rae'"r�aas.4r�aaoscnssarreset'�mAacr7s�ee�7t3eu+�f�a'ase�saless[.+r»;ae�CexsCq►a?4�*a, �aws#Eaa�itas�{.^!¢i�ari��$s'�rr�s+.- � .r; BOARD OF HEALTH.. i i TOWN OF, BARNSTABLE 4 Certificate Of Compliance - THIS.IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( . ), or,Repaired (� ) by-- — - ——=---— --- --------- -- - - - ------- ------ -- '.Installer at-" - ---- - - -- ----- has been installed in accordance with the provisions of the Town of Barnstable Board of He//altthh� rivate Well Protection Regulation as described in the application for Well Construction Permit No Dated-=- — THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE Inspector --- `_- -- -- — ivY��!Lei�iSi7�f1.iT�KTii!iiiTisi9i!Gf V lifit•SRY'�4G!iLiTi)!(NrliilibSli�Y4w/iTLP_ !si►itdliSi4il24G9YKT�.TL!iCiS1!i�iiT'�fKlrad4igST1i�{'Pi!ii�i9i1!i'Rd!d!3!aT(r?.1'!8�ilr!(i!iPfN!iTiRn�"s! BOARD OF HEALTH TOWN OF BARNSTABL.E.. Well Con5tructioupgrmit -0OL-00 No. Fee Permission As hereby- ranted , 65/100 AD---W6LL -�g - to Const ct ); Alter ( Sor Re air ( an Individual Well t: No', r - treat ------- ---- - - - - as shown on the application for, Well Construction Permit allo.- ------- Dated ------—= J-�/¢/C.-------------------- # V Board of a th DATE—r ( -- ENVIROTECFI LABORATORIES,INC. MA CERT.NO.:M-MA 063 _ 449 Rte.130 Sandwich, MA 02963 508(888-6460) 1-80OL339-6460 FAX(908)888-6446 CLIENT. William &Ann Marie Yates LOCATION: Map 11 Pci 49 ADDRESS: cto Desmond Wells 35 Fieldstone Rd. W. Barnstable, MA COLLECTED BY. Desmond SAMPLE DATE. 2/11/2000 SAMPLE TIME: 1:OOPM WATER SAMPLE TYPE. New Well DATE RECEIVED: 2/11/2000 LAB I.D. #: 0002104 WELL SPECS.: 75/65 RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Date Analyzed Limits Coliform bacteria ;100ml 0 0 9222 B 2/11/2000 pH pH units 6.5-8.5 5.87 4500 H+ 2/11/2000 Conductance umhos/cm 500 107 120.1 2/11/2000 Nitrate-N mg/L 10.0 0.570 300.0 2/11/2000 Sodium mg/L 28.0 9.1 200.7 2/14/2000 Iron mg/L 0.3 7.24 200.7 2/14/2000 Manganese mg/L 0.05 0.466 200.7 2/14/2000 Potassium mg/L 20.0 0.2 200.7 2/14/2000 Calcium 4 _ mg/L N/A 2.2 200.7 2/14/2000 Magnesium mg/L N/A 1.6 200.7 2/14/2000 Hardness(as.CaCO3) . mg/L 500 12.1 200.7 2/14/2000 Alkalinity mg/L 200 8.4 2320 B 2/11/2000 Sulfate mg/L 250 8.4 300.0 2/11/2000 Chloride mg/L 250 14.2 300.0 2/11/2000 Color APC units 15.0 60 2120 B 2/11/2000 Turbidity NTU 5.0 9.7 2130 B 2/11/2000 Volatile Organics ug/L See report. None Detected. EPA 524.2 2/14/00 COMMENT.3: Low pH indicates high corrosive characteristics. Iron and Manganese are not a health hazard, but can cause taste, staining and odor problems. Filtering system should be consider Date o2 1 W OV Wald J. Sl Laboratoryctor <=less than _ >=greater than TNTC=too numerous to count 4 '4 02/18/00 88:15:17 3-> 588 888 6446 Page 883 GROUNDWATER ANALYTICAL EPA Method 524.2 Volatile Organics by GC/MS Field ID: 0002104 Laboratory ID: 31488-01 Project: YatesMell QC Batch ID: VM41259-W Client: Envirotech,Inc. Sampled: 02-11-00 Container 40m1 VOA Vial Received: 02-11.00 Preserva ion: HCI/Cool Analyzed: 02-14-00 Matrix: Aqueous Dilution Factor: 1 Page: 1 of 2 75-71 Dichlorodir1uoromethane BRL ug/L 0.5 74-87-1 1 Chloromethane _ BRL ug/L 0.5 75-01 Vinyl Chloride BRL ug/L o.s 7483- Bromomethane BRL ug/L 0.5 75 00 Chloroethane BRL ug/L 0.5 75-6 Trichlorofluoromethane BRL ug/L 0.5 75-3 1,1-Dichloroethene - BRL ug/L ---0.5 75-09- Methylene Chloride BRL ug/L 0.5 15 I trans-1 2-Dichloroethene BRL ug/L 0.5 163 Methyl tert butyl Ether(MTBE) BRL ug/L 0.5 75-34 1,1-Dichloroethane BRL - i ugll ..........0.5 590-2 7 2,2-Dichloropropane BRL._ uSIL 0.5 156-5 2 cis-1,2-Dichloroethene BRL u L 0.5 _..... 74-97- Bromochloromethane BRL ug/L 0.5 67-66- - Chloroform - - BRL_ ug/L _ 0.5 71.55. 1,1,1-Trichloroethane BRL _ug/L 0.5 56 23- Carbon Tetrachloride BRL ug/L 0.5 1563-58 6 1,1-Dichloropropene BRL ug/L 0.5-- 711 3 Benzene _ BRL ug/L 0.5 _ 107-0 2 1,2-Dichloroethane BRL ug/L 0.5 79-01 Trichloroethene BRL _ ug/L 0.5 78-87- 1,2-Dichloropropene , BRL u 0.5 74-95- Dibromomethane BRL ug/L 1 0.5 75-27 Bromodichloromethane _ BRL ug/L 0.5 10061 1-5 1 cis-1,3-Dichloropropene _ BRL ug/L 0.5 108-88.3 Toluene BRL ug/L r 0.5 10061 2-6 trans-1,3-Dichloropropene BRL ug/L 0.5 79-00- 112-Tichloroethane BRL 127-1 Tetrachloroethene BRL ug/L 0.5 142-28 9 1,3-Dichloropropane BRL - ug/L 0.5 124-481 Dibromochlorometh_ane BRL ug/L 0.5 106-93 ; 1',2-Dibromoethane BRL _ug/L 0.5 108- 7 Chlorobenzene BRL ug/L 0.5 630-206 1,1,1,2-Tetrachloroethane BRL ug/L 0.5 100-414 Ethylbenzene BRL - ug/L - ; 0.5 108-38 10642-3 meta-Xylene and para-Xylene BRL ug/L 0.5 95-47- ortho-Xylene BRL uFft 0.5 100-42 5 Styrene BRL i ug/L 0.5 75-25- Bromoform BRL ug/L 0.5 98-82 Isopropylbenzene BRL ug/L 0.5 _._ 108-8 1 Bromobenzene BRL u*/L 0.5 79-34- _1,1,2,2-Tetrachloroethane BRL _ 1 ug/L _ 0.5 Groundwater Analytical,Inc.,P.O. Box 1200,228-Main Street,Buzzards Bay,MA 02532 BZ/18AG101 88:16:20 -- 3-> 568 888 6446 Page 004 GROUNDWATER ANALYTICAL EPA Method 524.2 (Continued) Volatile Organics by GC/MS Field ID: 0002104 Laboratory ID: 3148"1 Project: Yates/Well QC Batch ID: VM4-1259-W Client: Envirotech,Inc. Sampled: 02.11.00 Contai ' . 40ml.VOA Vial Received: 02-11-00 Preservation: HCI/Cool Analyzed: 02-14-00 Matrix: Aqueous Dilution Factor: 1 Page: 2 of 2 a s 96-1 1,2,3-Trichloropropane f BRL - ug/L 0.5 -� 103-651 n-Propylbenzene BRL ug/L 0.5 9549 2-Chlorotoluene BRL _— ug/L _0.5 108-67,8 1,3,5-Trimethylbenzene BRL _ ug/L 0.5 106-43 4-Chlorotoluene BRL ug/L 0.5 98-0 tert Butyl benzene BRL ug/L 0.5 95-63 1,2,4-Trimethylbenzene BRL _ ug/L 0.5 135 9 sec Butylbenzene BRL ug/L ! 0.5 541-731 1,3-Dichlorobenzene BRL ug/L 0.5 99-87 4-Isopropyltoluene _ BRL ug/L 0.5 10 1,4-Dichlorobenzene BRL ug/L 0.5 95-50-1 12-Dichlorobenzene BRL ug/L 0.5 104-51 n-Butylbenzene BRL ug/L 0.5 96.12 1,2-Dibrorno-3-chloropropane _ _ BRL _ _ ug/L 0.5 120$2 1 T 1,2,4-Trichlorobenzene BRL ug/L 0.5 87-6&4 Hexachlorobutadiene BRL uglL 0.5 91-20- Naphthalene BRL ug/L I_ O.S 87-61- _ 1,2,3-Trichlorobenzene BRL ^ 0.5 1,2-Di lorobenzene-d4 99 % 70-130% ~ 4-Brom 3fluorobenzene 9s % 70-130% Method I efeream Methods for the Determination of Organic Compounds in Drinking Water,Supplement III,US EPA, EPA-6001R-951131 (1995). Method Revision 4.0. Analyte list as derived from 40 C.F.R.141.40 and 40 CF.R.141.61,and additional analyte MTBE. Report N stations BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. Groundwater Analytical, Inc.,P.O.Box 1200,228 Main Street,Buzzards Bay,MA 02532 - ~_ f TOWN OF BARNSTABLE CE TN E T�4r OFFICE OF 9AHHST"L s BOARD OF HEALTH 9 MAB B. p� �p i639. 367 MAIN STREET HYANNIS, MASS.02601 December 30, 1999 Sarah Ojala 939 Main Street Yarmouth, MA 02675 RE: 35 Fieldstone Road, West Barnstable Dear Mrs. Ojala: You are granted a variance on behalf of your client William Yates, from Part XI I, Section 11, to install a soil absorption system 109 feet from the onsite well. You are granted permission to construct an onsite sewage disposal system at 35 Fieldstone Road, West Barnstable, with the following conditions: (1) No more than three (3) bedrooms are authorized. Dens, study rooms, finished attics, sleeping lofts and similar-type rooms are considered "bedrooms" according to the Massachusetts Department of Environmental Protection. (2) The applicant shall submit revised site/septic plans showing the distances between the proposed soil absorption system and neighbor's wells. (3) The applicant shall record a properly-worded deed restriction at the Barnstable County Registry of Deeds limiting the dwelling to three (3) bedrooms. The deed restriction shall be signed by the property owner. A copy of the recorded deed restriction shall be submitted to the Board of Health r�to obtaining a disposal works construction permit. This variance is granted because the topography of the lot to the rear has steep slopes of 40% or more and construction of the septic system on these grades would be difficult and costly. Also, the proposed septic system meets all of the provisions of the State Environmental Code, Title V. Sincerely yours, usan G. RaR.S. Chairperson Board of Health Town of Barnstable SGR/bcs ojalal j TOWN OF BARNS ABLE .S �1 � r LOCATION .3 `i' SEWAGE #M—o ASSESSOR'S MAP & LOT e INSTALLER'S NAME&PHONE N0. SEPTIC TANK CAPACITY /SO o �^ ! LEACHING FACILITY: (type) LeAt!'-"I • 42' e) i NO.OF BEDROOMS-3 114Q2>wt l BUILDER OR OWNER PERMITDATE: COMPLIANCE. DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet 1 Furnished by z A y eat, � I O r OCCk ba C avS -q r Nov-2.5-98 09 :50 BARNSTABLE HEALTH DEPT 5087906304 P. 01 DATE: FEE• `• a`a►u a T� . IN ECG BY —, y Town of Barn • e ��, SCAEb, TE: Boardl of H ,fi ��em,kag 367 Main Street, Hyanni�xvlA 02601 30 ;,04*0" 1999 `a a Office: 5cs-?40-626, 711, g� Sussn.,Cv.Ra<k.R.S FAX: 308•792-6304 J Sueir2r Kaufr^an.M S P fi. �Kaipt,A.Murphy,M.D. 0 VARIANCE REQUEST FQRN[,.., °sm °` LOCATION P-opera;• Address:Assessor's Map Map and Parcel Number: lit Z s'q Size of Lot: O.Z'/-k- Are-- Wetlands Within 300 Ft. Yes Subdivision Name: WFJBK�� No Business Name* � -- APPLICANT CONTACT PERSON 'Jame: V41 titA Awl Name:- I Z)^ ► CIS4L & Address: Z!i s�1ol1�&Vtrl,B 1^l�+r P"Ar-,,g"n4 Address: �1A-►N o2.3Ceo P^one: 508" 'Z'L'�' Phone: FAX: FA,.: �o VARIANCE FROM REGULATION,List Reg.) REASON FOR VARIANCE 04ay a-tach If more spa:x ne:dea) X,I e.-klist re:be comxpletea by o r7ce YtcfJ-persor recewtrig variance request applicat:oni _ Four(4)copies of plan submitted finc'udine septic spstem Mans andror restaurant:`lour plans) Applicant understands that the abutters ;oust be notified by certified mail at least ten d4 s prior to m:etin_ date a:app'.icant s expense(for Title V and-'or local sewage regulation variances only) Full menu submitted ,for grease trap variances oaly) t _ Variance request app!icationfee.collectedooimFi.itfeAxamclirtuuorznn.�h,tiraetraocaraeecne,a.:�nfe;wte9eueecs.r)ars:del u i—g ane'+ar!Lnccs w repair fuled sera;e dmp i aysu I(r!r a w eapaasvus to tie*—;J:IS:rcpoS d i) Variance request submitted at least 15 days prior to meeting date VAkIANC'z APPROYED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FCR USA?PRJVAL-__ Ralph A.Murphy,M.D. 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. Timothy H.Covell, P.L.S. land court November 26, 1999 Daniel A.Ojala,P.L.S. surveys site planning Barnstable Board of Health sewage system 367 Main Street designs Hyannis, MA 02601 inspections Re: Local variance request for#35 Fieldstone Road, West Barnstable Dear Board Members: permits The enclosed is a request for a variance from the local regulation Part XII, Section III (12) -well to leaching facility setback regulation, requiring 150' separation distance between private wells and leaching facilities. In the fall of 1997, a variance was requested and granted for Lot 7 (across street from locus)for their proposed well and septic system to be out of the previously approved area on the well/septic master plan for this subdivision(Weekes Crossing). Consequently, a variance(or variances)were needed in that the required 150' separation could not be maintained between abutting wells and septics and Lot 7's proposed well and septic system. The subsequent granting of this variance has now necessitated the request for a variance on#35 Fieldstone(locus), as due to the lay of the land, along with abutting wells and septic locations, 150' separation between locus' proposed well and septic system cannot be reasonably accomplished. The topography of the lot to the rear has upwards of 40% slopes. Construction of the system on these grades would be very difficult. Add to that the additional cost of necessary retaining walls or the added expense of depressing the system in order to make breakout (with the need for a variance from Title 5), and the hardships become obvious. The location of the lot is within an AP district. We make the 150' separation to all abutting wells and septics;we ask only a variance between locus'well and septic system. This would enable the system to be installed on a more reasonably sloped portion of the lot. The septic system will be downgradient of the proposed well. In my opinion, the same degree of environmental and health protection would exist if the variance is granted for this lot. Thank you for your consideration. Very truly yours, Arne H. Ojala, PE,PLS Down Cape Engineering, Inc. cc: M/M Yates Nov-25-98 09 :50 BARNSTABLE HEALTH DEPT 5087906304 P . 01 r RiE>p�' DATE. _ FEE \ �i639 � i -~ T'�•� REC. BY 0" wn T of Barnstable SCHED. DATE: Bard of Health k'-°!Street, Hyannis iMA 02601 office: 5G3-790%:6:. '"-. �7 C: dq Susan G.Rak.R.S. FAX: 50&•%9:•bSJa .� E " Sunrcr Kaufman.M.S F H. F.aiph A.M1turphy,M.D. V & R' ANC>E; REQUEST FORM LOCATION P:oper-,i Address: Assessor's Map and Parcel Number: 1l1 Z y'!I Size of Lot: O.-(/�_ /-e— Wetlands Within 30G Ft. Yes Subdivision Name: W ELlL� e�4J'��t►-��E" No Business Name- APPLICANT CONTACT PERSON 'Jame: \AI WA.6., Name:- 'Sa2�..s Address: 7-& Slto!l�t.tt�liE 1^I�e Pi-�a4Tu Address: MAp.A 0 2.3 Cso Phone: 5�8" 22`�"� . Phone: FAX: FAX: VARIANCE FROM R£GULATI01\;Lisr Rec.). REASON FOR VARIANCE:(stay a'tach if more spaca needed) "Ji„Alest(u;be comviered by o,ice'stcff-persor re ce;Wrg,variance request application) Four(4)copies of plan submitted"including septic system Mans and,'or restaurant floor plans) ' Appiicant understands that the abutters must be notified by certified mail at least ten days prior to meting date at app'icant s expense(for Title V and:'or local sewage regulation variances only) Full menu submitted;for-rease trap variances only) _ Variance request app'.ication fee coilectedO eer�ri:re,,.,roreeir, r. ai,.,reaevaovarari e,-a.=i;arre%rer�iczeeL%r..- s:Ce) P 6 Y t�!1I Panefu+�c cr g oinmg�:ariarce rece.ala rsaxro e'anc!![naae nny;.:ae,ac_nces;o repair failed sera a dnpoui a f.mu f�c n sSe!..uJ:a c Deed j} 1 Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan 0.Rask,R.S.,Chain-ran NOT APPROVED Sumner Kaufman, M.S.P.H. REASON FOR DISH?PRJVAL._. _ Raiph A. Murphy,M.D. s a r � IVEO DEC 13 199 {- 1 ;• TOWN OF BARNSTABLE �. p f g I,J � HEAL1?1 DEFT. , 0 or . 7' OAS w a. soon �' �.T N Done U) r� FD h LL tw fr; w lw l {Y� y D CY) r �r A e�, i _ N , sum OIL CLOW nli - --- - - - - - - GLOW I __ _ -- -- — - -- - '• I vM MOM 2= Igmao r � 5 n •L > >MI tooON: M� fIM 7 1 t 1' ro N ,SECOND WQQR PLAN rK r Nov-2! -98 09 :50 BARNSTABLE HEALTH DEPT 5087906304 P .Ol DATE. FEE `t Bn1tMWAst.IL)•�� \ �MASS. y$11 ��, 1 fl_�.�,xs� BY Town of Barn ��ble SCHEPP E, DATE Board of H 21th VED ;67 Main Street, Hyann'F7, Ulk1 3 0 1999 r JEALIN J+NST Ofce: 5C8-790162;_ Hfq(�pABLE �iis�Yn�'�.Rik,R.S. FAX: 508•?�:'-b3,)a • ,tiunr�r f�autr an.M S F F. '� '�Peijh A.Murphy.M.D. VARIANCE REQUEST F�RAI�.� LOCATION P:opera; Address:Assessor's Map and Parcel Number: lit 1 +I Size of Lot: 0.-1 j— Wetlands 'Nish in 300 Ft. Yzs Subdivision Name: w&Lu_*,-S No Business Name- APPLICANT CONTACT PERSON Name: �t wt aw• �i►�r�S Name:_ Sit ra'A,,► 40S4t..s, Address: 7& 51140"t o4wr Hk-f P►Ji'�►+o�.tT� Address: IhA,t-I frr o i3 ce o P^one: 508 22�— 1'1 q r;, Phone: 'e FAX: FAX: V ARLANCE FROM REGULATION,,Liss Ret.) REASON FOR VARIANCE:(May a-tach if more spax ne.dea) 101��o-kjLvt to be comviered bi o 7,:(-stcf-perscr.rcceirtng variance request applicaton) _ Four(4)topics of plan submitted(ine'udine septic sysem plans andbr restaurant floor an Applicant understands that the abutters ;rust be notified bp•certified mail at least ten days prior to meeting date at app'icant s expense(for T't'.e V and!or local sewage regulation variances only) Full menu submitted Ifor grease!rap variances onl;) _ Variance request app:icador fee collected oo iee tar I:reyyud Tc�fiar:oc en! rh,yrnl a uao caraa a rew+.:�sur c rtire seuee oa.)�rs.l: oinmg•rerianee mr��b tsVie e':ae imax oau;, .�-•ar!Lnccs:o repair(Wed s-4c depend a7u )only,r ae mpemro+m be Y uJrorbrepocrdj) Variance request submitted at least !S days prior to meeting date 1. VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR USAPPROVAL._ _ Ralph A.Murphy,\M.D. 0 5 l:• a Q D '�,�� IAYiiX R11. Ch ' CAR paq Of BARNSTAB� . Clow 1 D O O�S Gr ► !'QK @OCR •' r.Y O.M DOM DINIAlt', 3i1L. LJL 1w k� M MM 1 m y d i D 0 b p Q D dl � Ol � pCoWJ: 2/4• - 1•-4• tk _ N _ OWW ' l.7 Ewa 0 0 CLOW vw MA= sum j wux Iw CLOW t♦ 7 � :Y n i v > seal- � c'v ' � ,SECOND �'440R PLAN I 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. Timothy H.Covell,P.L.S. land court November 26, 1999 Daniel A.Ojala,P.L.S. surveys site planning Barnstable Board of Health sewage system 367 Main Street designs Hyannis, MA 02601 inspections Re: Local variance request for#35 Fieldstone Road, West Barnstable Dear Board Members: permits The enclosed is a request for a variance from the local regulation Part XII, Section III (12) -well to leaching facility setback regulation, requiring 150' separation distance between private wells and leaching facilities. In the fall of 1997, a variance was requested and granted for Lot 7 (across street from locus)for their proposed well and septic system to be out of the previously approved area on the well/septic master plan for this subdivision(Weekes Crossing). Consequently, a variance(or variances)were needed in that the required 150' separation could not be maintained between abutting wells and septics and Lot 7's proposed well and septic system. The subsequent granting of this variance has now necessitated the request for a variance on#35 Fieldstone(locus), as due to the lay of the land, along with abutting wells and septic locations, 150' separation between IQQUe proposed well and septic system cannot be reasonably accomplished. The topography of the lot to the rear has upwards of 40% slopes. Construction of the system on these grades would be very difficult. Add to that the additional cost of necessary retaining walls or the added expense of depressing the system in order to make breakout (with the need for a variance from Title 5), and the hardships become obvious. The location of the lot is within an AP district. We make the 150' separation to all abutting wells and septics;we ask only a variance between locus'well and septic system. This would enable the system to be installed on a more reasonably sloped portion of the lot. The septic system will be downgradient of the proposed well. In my opinion,the same degree of environmental and health protection would exist if the variance is granted for this lot. Thank you for your consideration. Very truly yours, 60 Arne H. Ojala, PE, PLS Down Cape Engineering, Inc. cc: M/M Yates #.r. iI •ti K. T �• F,c yAD W. 0y, r ' - I• 0 47 ' tie / 046 %yr v q, 21 48 °� 5 .73AC �� $4 '►. d3 0 � ,•' E-%"T A 53 t o e� • 74 ACek 5 1A O 7.04 �8) Q ( 57 / n (py4 2 21y 247 0) 81 AG H 50. . h .74 AC / • I b �4 .81AC O .81 AC 0• O 1•.'_�� 1 1 0 :.,. . Q `O .81AC. �` o 4 G •4,6.� y a O zsa LeoN i t34AG ; L �OSO E51•• IAAV, OPBry/ SPACE /aj OZ �o 6 9 w. o y 19 2t UPLAIVQ Q• .-j9 w .E t. . . IsC-S A 19 "11 AC TOTAL .84 AG R�Pt �J 14 A azz ��L ® 1.03AC (67 oPEN SPACE 89AC .77AC Q• O (e 0 (0 1 O c31AC .64AC. let. M-Ilo-l-Lo f 7L 0 � dt � M-110-1-L1 OM THE DIRECTION Of THE 222 .► XO.E OOARQ OF A33CSSMS _ (•rvz S. c� s4 B3 suEc 1'•wo'a V, 1 IS AIRMAP INC. — �ONs/a .. •��• '� :TTS COMECTRW O PE RC 1,A1- .91 t Nov-25-98 69 :50 BARNSTABLE HEALTH DEPT 5087906304 P.01 DATE: FEE: AB >� li REC. BY Town of Barnstable SCHED. DAT �A Board of Health 67 Main Street, Hyannis IMA 02601 MCC: 5cs-790-6:6� 3 0 �ggg FAX 508•719J-6304 Sun cr Kaufman.Ni S P ii. ,ai A.h•.ur A-bDaMNST HEALTH DEPT.VARIANCE REQUEST FORM �' LOCATION t r F-open; Address: 'fj5 ��Vl/J�✓ /.S(� t�--rJ . �STA�3t=�.- - .Assessor's Map and Parcel Number: lit Z `+,I Size of Lot: 0.7-} A-e— Wetlands Within 300 Ft. Yes _ Subdivision Name: W E-494eS No_ Business Name, — — -- APPLICANT CONTACT PERSON 'Jame: X4t WA o.r+-+ ��S Name:- S^2.4 4 OS4A_"A Address: V`« F,_-r o&ATV Address 0155._ /*�IA-►N Crr _ Phone: 508" 2 2'�' `�S' Phone: FAX: FAX: VARIANCE FROM REGULATI0 !Liss Res) REASON FOR VARIANCE(May a-tac6 if more spaCx le:de=) - •klict;'to be comlvkred by o. 7C<-stcf-persrr.rcceirrng variance request cipplicatiorr� L�` Four(4)copies of plan submitted finc'udine septic system Mans andror restaurant floor planes) Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at app:icanrs expense(forT;tle V and'or local sewage regulation variances only) _ Full menu submitted for Qrease trap variances only) _ Variance request application fee collected(,n'a Par I:hyurdmcdfiauor,.rnn i,vae trip vuame-ne,a::(same %ra.czeeca.rI=rs:1_I cinmg vwiarce iectr�ls tsar,e vsner!emu na1�;,sac•ae ncea to repair failed se jc dnpmd ay,:cma Imlr.r u_pe r. ,1Se'wuJ:og.reposed)) Variance request submitted at least 15 days prior to meeting date VARIAN-2 APPROVED Susan G.Rask,R.S.,Chain-ran NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR USAPPRUDVAL.._._ _ Ralph A.Nturphy,M.D. tel.(508)362-4541 .939 main street rt 6a fax(508)362-9880 yarmouth port !mass 02675 down cope engineefiag civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. Timothy H.Covell,P.L.S. land court November 26, 1999 Daniel A.Ojala,P.L.S. surveys site planning Barnstable Board of Health sewage system 367 Main Street designs Hyannis, MA 02601 inspections Re: Local variance request for#35 Fieldstone Road, West Barnstable Dear Board Members: permits The enclosed is a request for a variance from the local regulation Part XII, Section III (12) -well to leaching facility setback regulation, requiring 150' separation distance between private wells and leaching facilities. In the fall of 1997, a variance was requested and granted for Lot 7 (across street from locus)for their proposed well and septic system to be out of the previously approved area on the well/septic master plan for this subdivision(Weekes Crossing). Consequently, a variance(or variances)were needed in that the required 150' separation could not be maintained between abutting wells and septics and Lot 7's proposed well and septic system. The subsequent granting of this variance has now necessitated the request for a variance on#3 5 Fieldstone (locus), as due to the lay of the land, along with abutting wells and septic locations, 150' separation between IQQI ' proposed well and septic system cannot be reasonably accomplished. The topography of the lot to the rear has upwards of 40% slopes. Construction of the system on these grades would be very difficult. Add to that the additional cost of necessary retaining walls or the added expense of depressing the system in order to make breakout(with the need for a variance from Title 5), and the hardships become obvious. The location of the lot is within an AP district. We make the 150' separation to all abutting wells and septics;we ask only a variance between locus' well and septic system. This would enable the system to be installed on a more reasonably sloped portion of the lot. The septic system will be downgradient of the proposed well. In my opinion,the same degree of environmental and health protection would exist if the variance is granted for this lot. Thank you for your consideration. Very truly yours, Arne H. Ojala,PE, PLS Down Cape Engineering, Inc. cc: NW Yates /• 11/a - • . ' . it's, • y � y (J 4q0 r, L GAGO i a. `.. JAA 0 47 ti Q b 48 o O 13AC sr O a •� 49 W .81 AG .74AC + SS Sa .51A 22r 9cF ry -: O O 7 / LAP 42•5� try 9 a4l g1AC. • � r 50 h .74 AC J a los / ♦ ,q (o 13 '16O .�G O O Lvo •54AC. t!o rosO mv�r • s T /^OV' OPE69 SPACE ; ,a3 ' (`• o ti? 19 22 UPLANDr: / S 19 71 AC TOTAL p.Z r 4 ®A L L L r(.003AC - / 3 ,) O OVEN SPACE 89AC .77AC. �Qe 60 �1 + ® SJAC- .84AC 4%.. i ° .84 Ar e; 1 6 M-110•I-LO 1*t 1 � 11-UO-1'Z) r � ` , �i i MM THE 'DIRECTION O/ THE 2 54 SCALE 1'•roo'oaf''r:< 1' 4LE SOARO.OF ASSESSORS IS AIRMAP INC. — ��ONsro M •7m� r —~ TTS CONMECTIWT p PeFccr:,AL pRr'/� :r P. TOWN OF BARNSTABLE OFFICE OF BAB1f9TSBL1� � BOARD OF HEALTH HABB. p, °o i639• �e0 367 MAIN STREET HYANNIS, MASS.02601 . May 19, 1998 Arne H. Ojala 939 Main street Route 6A Yarmouthport, MA 02675 RE: Lot 3 Fieldstone Road, West Barnstable Dear Mr. Ojala: The Board of Health members have no objections to your proposal to perform soil and percolation testing in the proposed soil absorption system (S.A.S.) areas depicted on the submitted plan. If the soils are found to be suitable in these areas, a site plan which meets all of the State Environmental Code, Title V criteria will be reviewed by this Board and variances will be granted as we discussed. Sincerely yours, Susan G. RLkl, R.S. Chairman Board of Health Town of Barnstable SGR/bcs F • 4 y. t ojaW tel.(508)362-4541 939 main street rt 6a yarmouth port fax(508)362 9880 mass 02675 down cope ell giaeering structural design civil engineers& land surveyors Ame H.Ojala P.E.,P.L.S. Timothy H.Covell,P.L.S. land court May 14, 1998 David C.Thulin,P.E. surveys Keith and Nancy Leveille site planning 666 Woolsey Drive Novi,MI 48375 sewage system Re: Lot 3 Fieldstone Road, West Barnstable designs Dear Mr. and Mrs. Leveille: inspections On May 12, 1.998,I presented the matter of the requested well setback variance before permits the Barnstable Board of Health. There was no public opposition. Although the Board did not grant a specific variance to the well setback, it is my understanding that they agreed to accept the design as presented on our topographic site plan dated 4/4/98 which was presented with the request for variance. The Board indicated that they would approve the specific variance when a formal plan was presented showing the exact request In detail. In other words,we have the go-ahead to perform soils and percolation testing in the"SAS"areas depicted on our plan. If soils are shown to be suitable in these areas and a site plan is presented meeting the other criteria necessary (310 CMR 15.00 -Title 5 and Town regulations), a variance will be granted to the Town regulation. I requested that the Board indicate their preferences in letter form, which I anticipate. Very truly yours, Arne H. Ojala,PE,PLS Down Cane Engineering, Inc. cc: Thomas McKean,Board of Health Director Susan Rask, Chairwoman,Board of Health � _ j +3 A%VV 9A DATB: � _.. • • M/t R 3 I a�erraresu, l l/t 1 1998 ' ovTo 'B�Barnstable RSC. 8Y aa_rd-ofHealth 367 Main S-eet,Hyannis MA 02601 Office: 508-790-6265 Susan 0.Rask,R.S. FAX. 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: '40 T 3 s;elivc5 f/"All',TA4 Assessor's Map and Parcel Number: Size of Lot: p.�]�- Ar— Wetlands Within 300 Ft. Yes Subdivision Name: �� /�✓�E�GS � G/L�SS �.�c; No_C Business Name: At 4 APPLICANT ``// CONTACT PERSON Name: Ae l� f r7,4,vcr! Name: -S.a29e 0741-.4 Address:I&& `t a4"E,,- �2, A,/,;y/ �, �Z Address: 150a y Phone: �00 Phone: FAX: FAX: 3L2- lv'a VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach ifmore space needed) / z_•tiooT TL/� y�/�/7 y— Che .list(to be completed by ojTce stglj--person receii,ing varionce request application) ✓ Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) T Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage'regulation variances only) Full menu submitted(for grease trap variances only) d Variance request application fee collected(no fee for lifeguard modirita[ion renewalf,grease trap Variance renrw>rls)same mrialleasee only),outside dining variance renewels(same oa-ielwtre o-41,and vc iancee to rep air failed sewage ditpotQ systems lonly it no expansion to the building proposed)) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED _ Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL_ _ __ Ralph A.Murphy,M.D. Q:/WP/L'A.RIP.EQ - ----- -- --- I tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cope engineering civil engineers& land surveyors structural design Arne H.Ojala P.E.,P.LS. Timothy H.Covell,P.LS. land court March 12, 1998 David C.Thulin,P.E. Surveys Barnstable Board of Health site planning 367 Main Street Hyannis,MA 02601 sewage system Re: Local variance request for Lot 3,Fieldstone Road, designs West Barnstable inspections Dear Board Members: The attached is a request for a variance from the local regulation (dated October 16, permits 1974)requiring 150' separation distance between private wells and septic systems. Last fall,a variance was requested and granted for Lot 7(across the street from locus) for their proposed well and septic system to be out of the previously approved area on the well/septic master plan. Consequently,a variance (or variances)were needed in that the required 150' separation could not be maintained between abutting wells and septics and Lot 7's proposed well and septic system. The granting of this variance last fall has now necessitated the request for a variance on Lot 3, as due to the lay of the land, along with all the abutting wells and septics, 150' separation between locus' proposed well and septic system cannot be reasonably accomplished. The topography of the lot at the rear has upwards of 40% slopes. Construction of the system on these grades would be very difficult. Add to that the additional cost of necessary retaining wall(s)or the added work of depressing the system to make breakout work(with the need for a variance from Title 5), and the hardships become obvious. The location of this lot is within an AP district. We make the required 150' separation to all abutting wells and septics; we ask only a variance between locus' well and septic system. This would enable the system to be installed on a more reasonably sloped portion of the lot. We feel (with the confirmation of a witnessed perc test)that we can make the required Title 5 minimum separation of 100'. Groundwater flow is generally northerly in this area,and the septic system would be downgradient of the proposed well area. r In my opinion,the same degree of environmental and health protection could exist if the variance is granted for this lot,due to the specific site characteristics outlined previously. Thank:your for your consideration. Very truly yours, Arne H. Ojala,PE,PLS DoNvn Cape Engineering,Inc. cc: Keith and Nancy Leveille DOWN CAPE ENGINEERING, INC. 939 Main Street (Route 6A) ml M hA (m YARMOUTHPORT, MASSACHUSETTS 02675 (508) 362-4541 DATE FAX (508) 362-9880 TO SUBJECT t Grp .4 617 r �,�2c. /3ks ��1�................................ � . 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G..........................1.�-. .,�..............._c- ............._ ................................_.... .............. ✓................. ............................................................................................................._f�� ........................Y ...................... ....... ........ ..... ......... .... . c .... .... .... .......................... / o .! vim. no f ofi' .... .......... `�''�. - .s... ................a......_5................ !................../'?'� .............................................................. .............., ._, ... .... .... .. ............. ... .. . .. . �. Ala* sc /S �O V-.. f' &Z. 5 4-.................................................................................... .............................................................................................................................................................................................................. ............................GG ..... ........... .......... ................................................................................................ y H� o ` i< Lot Rio v ...................a...�..................... e /.................7..`............. s ....................................................................................... ................... ................................... .... .... .. ..................... ............... ........ ...... . . . L�GCfS 3;!�o75 S. /�S- Ga /f y /,men -7liv no75 PLEASE REPLY NO REPLY NECE Y � s 3 DATE: ti �.� �. S 1. `- ' BEE: A812, • ✓ KAM R�� 'o �of Barnstable t: �� REC. BY 19�' .: MPS �Fti .-Board of Health VA 10;NN0 367 Main Street,Hyannis MA 02601 0\ Office: 508.790-6265 ' -. Susan G.Risk,R.S. FAX: 508-790-6304 �_ Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: -4 o T 3 DE S—a vc /,/. 15a eZ^./12 Assessor's Map and Parcel Number: /// Size of Lot: o .7+ A r— Wetlands Within 300 Ft. Yes Subdivision Name: r� /�✓�E�GS G/LuSs i.�tcr No Business Name: N�A APPLICANT CONTACT PERSON Name: L6(9/j—"w f kV01 4-6 Name: ,!1.42A14 074", Address: 1hJ& D2i A/r?y/ f I�Z Address: 2501-N 69^ Phone: Z�B `37B 2—,PO Phone: Yt; I. FAX: FAX: VARIANCE FROM REGULATION(Lim Reg.) REASON FOR VARIANCE(.'Nay attach ifmore space needed) Che 'list(to be completed by office staff-person receiving variance request application) ✓ four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variances only) J Variance request application fee collected(no ftt for lirepuard modification rene,,, grease trap variance re„twolstr�e�en��an�yl. iae J dining variance renewals dame owner lev ee onkl,and wiener to repair tailed smage dir,aal syslem+tonly irno expansion to the building propmedl) Variance request submitted a, least 15 days prior to meeting date VARIANCE APPROVED_ _ Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL_ Ralph A.Murphy,M.D. Q:/WP/VARIP.EQ let.(508)362-4541 939 main street rt 6a fax(508)362-9880 Yarmouth port imass 02675 down cape engineering civil engineers& land surveyors structural design Arne H.Ojala P.E.,P.I.S. Timothy H.Covell,PLS. land court March 12, 1998 David C.Thulin,P.E. surveys Barnstable Board of Health site Planning 367 Main Street Hyannis,MA 02601 sewage system Re: Local variance request for Lot 3,Fieldstone Road, designs West Barnstable inspections Dear Board Members: The attached is a request for a variance from the local regulation (dated October 16, permits 1974)requiring 150' separation distance between private wells and septic systems. Last fall, a variance was requested and granted for Lot 7(across the street from locus) for their proposed well and septic system to be out of the previously approved area on the well/septic master plan. Consequently, a variance (or variances)were needed in that the required 150' separation could not be maintained between abutting wells and septics and Lot 7's proposed well and septic system. The granting of this variance last fall has now necessitated the request for a variance on Lot 3, as due to the lay of the land, along with all the abutting wells and septics, 150' separation between locus- proposed well and septic system cannot be reasonably accomplished. The topography of the lot at the rear has upwards of 40% slopes. Construction of the system on these grades would be very difficult. Add to that the additional cost of necessary retaining wall(s)or the added work of depressing the system to make breakout work(with the need for a variance from Title 5), and the hardships become obvious. The location of this lot is within an AP district. We make the required 150' separation to all abutting wells and septics; we ask only a variance between locus' well and septic system. This would enable the system to be installed on a more reasonably sloped portion of the lot. We feel (with the confirmation of a witnessed pert test)that we can make the required Title 5 minimum separation of 100'. Groundwater flow is generally northerly in this area,and the septic system would be downgradient of the proposed well area. r In my opinion,the same degree of environmental and health protection could exist if the variance is granted for this lot,due to the specific site characteristics outlined previously. Thank your for your consideration. Very truly yours, Gz��- Arne H. Ojala,PE,PLS Down Cape Engineering,Inc. cc: Keith and Nancy Leveille r, F tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 4 yarmouth port mass 02675 down Clive efngineeiingf civil engineers& land surveyors structural design Ame H.Ojala P.E.,P.L.S. Timothy H.Covell,P.L.S. land court March 12, 1998 David C.Thulin,P.E. surveys Barnstable Board of Health site planning 367 Main Street Hyannis,MA 02601 sewage system Re: Local variance request for Lot 3, Fieldstone Road, designs West Barnstable inspections Dear Board Members: The attached is a request for a variance from the local regulation (dated October 16, permits • 1974)requiring 150' separation distance between private wells and septic systems. Last fall, a variance was requested and granted for Lot 7(across the street from locus) for their proposed well and septic system to be out of the previously approved area on the well/septic master plan. Consequently,a variance (or variances)were needed in that the required 150' separation could not be maintained between abutting wells and septics and Lot 7's proposed well and septic system. The granting of this variance last fall has now necessitated the request for a variance on Lot 3, as due to the lay of the land, along Arith all the abutting wells and septics, 150' separation between locus' proposed well and septic system cannot be reasonably accomplished. The topography of the lot at the rear has upwards of 40% slopes. Construction of the system on these grades would be very difficult. Add to that the additional cost of necessary retaining wall(s)or the added work of depressing the system to make breakout work (with the need for a variance from Title 5), and the hardships become obvious. The location of this lot is within an AP district. We make the required 150' separation to all abutting wells and septics; we ask only a variance between locus' well and septic system. This would enable the system to be installed on a more reasonably sloped portion of the lot. We feel (with the confirmation of a witnessed perc test) that we can make the required Title 5 minimum separation of 100'. Groundwater flow is generally northerly in this area,and the septic system would be downgradient of the proposed well area. `I In my opinion, the same degree of environmental and health protection could exist if the variance is granted for this lot,due to the specific site characteristics outlined previously. Thank your for your consideration. Very truly yours, 4, C4�-� Ame H. Ojala.,PE,PLS Down Cape Engineering, Inc. cc. Keith and Nancy Leveille 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 Ame H.Ojala P.E.,P.L.S. Timothy H.Covell,P.L.S. land court David C.Thulin,P.E. surveys March 23, 1998 Keith and Nancy Leveille site planning 666 Woolsey Drive Novi, MI 48375 sewage system designs Dear Mr. and Mrs. Leveille: A,public hearing has been scheduled for the Barnstable Board of inspections Health to take action on your request for a variance from the Barnstable Board of Health Regulations for Subsurface Disposal of Sewage for your proposed well construction at Lot 3 Fieldstone Road, West Barnstable as follows: permits Town of Barnstable Well Regulation : Locus' proposed well to be less than 150' (but greater than 1001 ) to locus' proposed septic system. Said hearing will be held in the Hearing Room of the Barnstable Town office, 367 Main Street, Hyannis, MA on May 12, 1998 at 7:00 p.m. Sincerely, , Sarah B. Ojala Down Cape Engineering, Inc. - cc: Abutters file 1� r Z-9 �P �1t 'IFtf�t �� DATE: P88: Town of Bar � able�e, R8C. BY Board of Health 367 Main Street,Hyannis MA e ° Office: 508.790-6265 Susan O.Risk,R.S. FAX. 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATIO Property Address: o T 3 �E`/�SToivC �o�>a /,/. "d4/z-v Assessor's Map and Parcel Number: Size of Lot: O .'7+ A - -Wetlands Within 300 Ft. Yes Subdivision Name: No_ Y— Business Name: N�Q APPLICANT CONTACT PERSON Name: #1k/;7/ f Name: �6'42,*Al Address:10G 111a,0"fai D? ,?y/ /2.Z Address: Phone: Z�B 3�� Z190 Phone: FAX: FAX: VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(.allay attach if more space needed) / Cr O�oTL q IV—It,,Z7`- SC Che .IisJ(to be completed by olTce staff-person receiving variance request application) ✓ four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variances only) Variance request application fee collected(no fee for lifeirierdmodificafiDr.renewals.grcesetrapvariancerenrools jurneawner/lesswonlyl.oubJe J dining Variance renewal][same owner Iewee onlcl.and variances to repair failed sewage dhpmal syalemt lonly if no expansion to the building propmed]) Variance request submitted a; least IS days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL_ Ralph A.Murphy,M.D. Q:/WP/VARIREQ ----------- - - - ----- ----- --- --- - - - - -- tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cope engiaeeiing civil engineers& land surveyors structural design Ame H.Ojala P.E.,P.LS. Timothy H.Covell,PLS. land court March 12, 1998 David C.Thulin,P.E. surveys Barnstable Board of Health site planning 367 Main Street Hyannis,MA 02601 sewage system Re: Local variance request for Lot 3, Fieldstone Road, designs West Barnstable inspections Dear Board Members: The attached is a request for a variance from the local regulation (dated October 16, Permits 1974)requiring 150' separation distance between private wells and septic systems. Last fall,a variance was requested and granted for Lot 7(across the street from locus) for their proposed well and septic system to be out of the previously approved area on the well/septic master plan. Consequently,a variance(or variances)were needed in that the required 150' separation could not be maintained between abutting wells and septics and Lot 7's proposed well and septic system. The granting of this variance last fall has now necessitated the request for a variance on Lot 3, as due to the lay of the land, along with all the abutting wells and septics, 150' separation between iam proposed well and septic system cannot be reasonably accomplished. The topography of the lot at the rear has upwards of 40% slopes. Construction of the system on these grades would be very difficult. Add to that the additional cost of necessary retaining wall(s)or the added work of depressing the system to make breakout work(with the need for a variance from Title 5), and the hardships become obvious. The location of this lot is within an AP district. We make the required 150' separation to all abutting wells and septics; we ask only a variance between locus' well and septic system. This would enable the system to be installed on a more reasonable sloped portion of the lot. We feel (with the confirmation of a witnessed perc test)that we can make the required Title 5 minimum separation of 100'. Groundwater flow is generally northerly in this area,and the septic system would be downgradient of the proposed well area. In my opinion,the same degree of environmental and health protection could exist if the variance is granted for this lot,due to the specific site characteristics outlined previously. Thank your for your consideration. Very truly yours, Arne H. Ojala,PE,PLS Down Cape Engineering, Inc. cc: Keith and Nancy Leveille I __ .JF� DATB i • RARNB IUX • �. ' .�� Town of Barnstab e 8�s Rg e ,A1-1 Eo _ I r Board of Health �'� D.�ili,� lbw 367 Main Street,Hyannis MA 02601 p Office: 508.790-6265 Z Susan 0.Rnsk,R.S. FAX. 508-790-6304 Sumner Kaufman,M.S.P.R. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 4o T 3 FE"aSTovC-- j-99%� Assessor's Map and Parcel Number: //I 74Size of Lot: D 7+ Wetlands Within 300 Ft. Yes Subdivision Name: It `✓�40141G5 G/ZVS.S No_YL Business Name: N0'4 APPLICANT CONTACT PERSON Name: Name: e_S'42.4N 0741-A Address: y/&(, `Vao"fir Z)2, 1.7y/ �/9.Z Address: 150aAv 6.9^ Phone: Z�B 3T�?0 Phone: z. FAX: FAX: VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) Clt�(to be completed by office staff-person receiving variance request application) Pour(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variances only) J Variance request application fee collected(no fee for lifepard modification renewals,grease trap variance rencoals[time owroedleasee onlyL oubi6a J dining variance renewals fume ownerlewee only),and v isnces to repair failed sewage dit"al systems lonly if no expansion to thebuilding propded)) Variance request submitted a; least 15 days prior to meeting date VARIANCE APPROVED_ Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL_ Ralph A.Murphy,M.D. Q;:/WP/VARIREQ 4 tel.(508)362-4541 939 main street rt 6a fax(508)36P_9880 Yarmouth port mass 02675 down cope ell fh7eerillg civil engineers& land surveyors structural design Ame H.Ojala P.E.,P.L.S. Timothy H.Covell,P.L.S. land court March 12, 199'8 David C.Thulin,P.E. surveys Barnstable Board of Health site planning 367 Main Street Hyannis,MA 02601 sewage system Re: Local variance request for Lot 3,Fieldstone Road, designs West Barnstable inspections Dear Board Members: The attached is a request for a variance from the local regulation(dated October 16, permits 1974)requiring 150' separation distance between private wells and septic systems. Last fall,a variance was requested and granted for Lot 7(across the street from locus) for their proposed well and septic system to be out of the previously approved area on the well/septic master plan. Consequently, a variance (or variances)were needed in that the required 150' separation could not be maintained between abutting wells and septics and Lot 7's proposed well and septic system. The granting of this variance last fall has now necessitated the request for a variance on Lot 3, as due to the lay of the land, along with all the abutting wells and septics, 150' separation between locus- proposed well and septic system cannot be reasonably accomplished. The topography of the lot at the rear has upwards of 40% slopes. Construction of the system on these grades would be very difficult. Add to that the additional cost of necessary retaining wall(s)or the added work of depressing the system to make breakout work(with the need for a variance from Title 5), and the hardships become obvious. The location of this lot is within an AP district. We make the required 150' separation to all abutting wells and septics; we ask only a variance between locus' well and septic system. This would enable the system to be installed on a more reasonably sloped portion of the lot. We feel (with the confirmation of a witnessed perc test)that we can make the required Title 5 minimum separation of 100'. Groundwater flow is generally northerly in this area,and the septic system would be downgradient of the Proposed well area. In my opinion,the same degree of environmental and health protection could exist if the variance is granted for this lot,due to the specific site characteristics outlined previously. Thank your for your consideration. Very truly yours, - 4 C4:�-� - Ame H. Ojala,PE,PLS Down Cape Engineering,Inc. cc: Keith and Nancy Leveille TOWN OF BARNSTABLE, MASSACHU ASSESSORS YAPS I f I /• 1 • • y U N V k � P 47 aB y� 3 C 4. 54 d i.oL, S 'c p to 63 E Sr+T A g AC- r �Ac- Zen. �► SS / 9P 2'5 iy 50 h 5 .74 AC % N / n a `Os e+AC 5 o .� S"! o- . Qeh `® BlAC o ' ° ``C ` `y S • E�'i ^�P O PEA SPACE j �Q O p�i 19 22 UPLANO -491_ �so.4 i9 7! AC'o7AL_ •t. R @A Lit F' 66 fo7 (i y. oPF.N SPACE •69AC .77AC. Q" fn5r j •' t } 4 i i i 3 � ,f d i �6.01 fLCJ' N31VNp/ ,� V►�1S/5 7aA% 7OLLCA9 woz13 M3 i f��Y1 zqiSYVY jai M -qqhV Jq+ Spa i ee[sa'oN ate,, a L° Np •mm Jo r°LLVOI rnaN ;3JN, NVAl11f1S � I Mdo �mgt.L J. .� d 93 le 00 Lv \ , Q �'-�-- � l�o ill _i'��``�I I ��U• �� r ` 1 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 Ame H.Ojala P.E.,P.L.S. Timothy H.Covell,P.L.S. land court March 12, 1998 David C.Thulin,P.E. surveys Barnstable Board of Health site planning 367 Main Street Hyannis,MA 02601 sewage system Re: Local variance request for Lot 3,Fieldstone Road, designs West Barnstable inspections Dear Board Members: The attached is a request for a variance from the local regulation (dated October 16, permits 1974)requiring 150' separation distance between private wells and septic systems. Last fall, a variance v.,as requested and granted for Lot 7(across the street from locus) for their proposed well and septic system to be out of the previously approved area on the well/septic master plan. Consequently, a variance (or variances)were needed in that the required 150' separation could not be maintained between abutting wells and septics and Lot 7's proposed well and septic system. The granting of this variance last fall has now necessitated the request for a variance on Lot 3, as due to the lay of the land, along with all the abutting wells and septics, 150' separation between locus' proposed well and septic system cannot be reasonably accomplished. The topography of the lot at the rear has upwards of 40% slopes. Construction of the system on these grades would be very difficult. Add to that the additional cost of necessary retaining wall(s)or the added work of depressing the system to make breakout work(with the need for a variance from Title 5), and the hardships become obvious. The location of this lot is within an AP district. We make the required 150' separation to all abutting wells and septics; we ask only a variance between locus' well and septic system. This would enable the system to be installed on a more reasonably sloped portion of the lot. We feel (with the confirmation of a witnessed pert test)that we can make the required Title 5 minimum separation of 100'. Groundwater flow is generally northerly in this area, and the septic system would be doNNngradient of the proposed well area. , t ; i In my opinion,the same degree of environmental and health protection could exist if the variance is granted for this lot, due to the specific site characteristics outlined previously. Thank your for your consideration. Very truly yours, 4, Arne H. Ojala, PE,PLS Down Cape Engineering,Inc. cc: Keith and Nancy Leveille ,SESSOK FRONT SETBACK; 30 1, LOT 53 SIDE SETBACK: 15 fi REG 12.1 150 1, SETBACK 10 WELL REQUIRED, REAR SETBACK: 15 ft LEACP PIT A) 116 ft TO LOCUS WELL A ✓.fF�s B) 101 ft TO ABUTTOR WELL B (UPGRADIENT) jW s M,14 R CI t36 ft TO ABUTTOR WELL C -r o G,q ET FURY Qy H $ # /O u�N �r1 V �' v WELL C e z m 5 \(/ _ W W 0 \ PROPOSED EXIS U TEL> _ 1L �LPIE PRO.: Q -j o CN w _ Ott ° �` Z Lu 72 u =w x ' vpi zz 3 ' \ 1 76 a \ -o k; so l o / i No ~J to OIll u ^Y d / --- 909294 V)� / \, 70 Imo_ 9a DRAM �! 6 CAROL T JO 40 / 1 / -� o RESERvE // LOT 7 1- r3 I / / A -356170 = Z Y 12E j(x 4 ! ft Z / BENCH MARK $ SET OV a^ TOP OF CONC SOLID TARA H p Q ELEYAT)ON-8295.._ ioo SvtV^vW p -L V USGS DATIlt ASSU-EO y EL _ 1�9.+9�` PITCH LL 94 + SITE & SEWAGE DISr ZO :7 vrur. 90 92 1. N ' a -TO SERVE PROF MR. RAL ILL � PLAN '$`H'" LOT 53 FELDSTONE D- o w � S`"```,'- p A�' ECO-TECH EN 4 O I ---=� 43 TRIANGLE CIRCLE ETE - 373 9/2 THS PLAN tS TO BE CGNSDERE: BEARS THE STAMP AM S*NAT' ORICKAI PLANS KT9VED FOR OF HEALTH WU BE SrG ED N THE To TOWN OF BARNSTABLE OFFICE OF D"J'T = BOARD.Or= HEALTH 039. 367 MAIN STREET HYANNIS, MASS. 02601 October 10, 1997 Ralph Sisk 43 Triangle Circle Sandwich, MA 02563 Dear Mr. Sisk: You are granted a variance to install an onsite sewage disposal system at Lot 7 Fieldstone Drive, identified on Assessor's Map 110 as Parcel 53, The variance granted is as follows: Part X1:Section 2.00: ' To install a soil absorption system 101 feet from one neighbor's well, 136 feet 1:-om another neighbor's well, and 116 feet from the onsite private well, in lieu of the. reouired 150 feet separation distance, The variance is granted with the following conditions: (1) The applicant shall obtain a well construction permit from the Board of Health prior to installing an onsite well. (2) The well water shall be tested for the following parameters: coliform bacteria, sodium, nitrate-nitrogen, iron, pH, conductivity, and EPA methods 51,2.11503 or 502.2 or 524.1 or 534.2. These tests include analyses for purgeable halocarbons and purgeable aromatics as well as analyses for petroleum hydrocarbons or pesticides. (3) The septic system and well shall be installed in strict accordance with the revised plans dated September 2, 1997, revised October 6, 1997. (4) The designing registered sanitarian shall supervise the construction of the septic system and private well and shall certify in writing to the Board of T--Tea!th that both the septic system and well were installed in the locations specified on Iho revic.d plans dated October 6, 1997. The variance was granted because it would not be feasible to place the sept:: rystern... the southeastern corner of the lot without a pump chamber due to the topography of th: '.r sick r y' The submitted plans do comply with the State Environmental Code, Title V and the setbacks are maximized to those parcels which would be must affected based upon the groundwater direction flow. Sincerely yours, usan G. Ras ,"R.S, Chairman Board of Health Town of Barnstable SGR/bcs sisk Towh oI~oarnstable P C�3c� 1 Department of Health,Safety,and Environmental Services �TMe .Public Health Division Date (0-7-3-16 I°A^ 367 Main Street.I lyannis MA 02601 • a�tuver�atr; sues. ro rar.+a Date Scheduled G—1-3"-"Ck 6 Time AP— Fee Pd. � 100 Soil Suitability Assessment•for Sewage Disposal Performedey: tj O.)ALN XW'&j CAI't; Cnit,)WimessedBy: J ERitY DyNNING- (-got+) LOCATION & GENERAL INFORMATION Location Address L_oT 3 1�I�I_�S7v1UE f�oA� Owner's Name )4ev71,1 a 1Jav,cr Litt j Z Address 66 UA;0L4&Y T'�,Nov1,MI Assessor's Map/Parcel: \\/y°� Engineer's Name 7bc.aN CAS 6rvt:tNhGs7,1� NEW CONSTRUCTION ✓ REPAIR Telephone 9509 3(,'L LAGjt-(% Land(Jse VA•-C. 4N7 Slopes(%) C) 40 % Surface Stones Distances from: Open Water Body R Possible Wet Area tl Drinking Water Well R Drainage Way R Property Line ti Other H SKETCH:(Street name,dimensions of lot,exact locations of test holes&per;tests,locate wetlands in proximity to holes) v�17 - T-tlI >� �y, - LCIT 3 2 `b + pWQ\\tea ooa ti o� tx•yr Z�' Parent material(geologic) M?r► A�^� E Depth to Bedrock 7 2"Oa f Depth to Groundwater: Standing Water in Hole; Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR:SEASONAL HIGH'WATER TABLE Method Used: �'- Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment R. Index Well p Reading Date: Index Well level Adj.factor Adj,Groundwater Level—111// PCRCOLATION TEST Date- 6/i3 Time t ID� I lo1's Observation Holc# \ Z Time at 9" L ) /^ Depth of Perc 1�`(� � �H � Time at 6" / Start Prc-soak Time C 01.00 '00 Time(9"-6") End Pro-soak Rate Min./Inch G 2 47—vv„/i^ Site Suitability Assessment: Site Passcd Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back-,----� Copy- Applicant DEEP OBSERVATION HOLE LOG Hole # } 1 orptli from Soil Horizon Soil Texture Soil Color soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulderes. or ow % ra— 6 A S L, to7r3/z lo% cebloLi 5,Tf1.M 36 `l G 1 $A tJDY LOAM 2.5 y 5/9 U N s,j 3V6 M iv N c W,-r_rVTL FV VND DEEP OBSERVATION HOLE LOG Hole#_ji4 j— Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Souldcres. ,onsisrcricy.°b Gravcl) f7-2 Cl> Z—Co A Gj L Io• tn.3/Z L. 36 . C_4 SANoy Lohm 2.5 +51q G2 MlL 5.40-0 "L-Sy f"/y_ Na fr/A1Cro. FNi> DEEP OBSERVATION:HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Soulderes. n ict ncy "'Gravel) I DEEP OBSERVATION HOLE LOG Hole## Soil Other pcplh from Soil Horizon Soil Texture' re' Soil(Mu Color Mottling (Structure,Stones,60ulderes. Surface(in.) n ' to c °� Gravell z 1 Flood Insu['iaU Rate M2D: Above 500 year flood boundary No— Yes Within 500 year boundary No_ Yes Within too year flood boundary No— Yes Depth of Naitu[SI1yQGelt>rCltf'pPrvi us Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? , ,�y--h If not,what is the depth of naturally occurring pervious material? Certification I certify that on AtOV '115 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. o�Q K !�TOWN OF BARNSTABLE LOCATION 3 � °n� SEWAGE #6M VILLAGE �� '��`°'��'� � '¢' ASSESSOR'S MAP&LOT INSTALLER'S NAME&PHONE NO. f-s1 SEPTIC TANK CAPACITY /Sob �f-4 h to LEACHING FACEUTY: (type) NO.OF BEDROOMS3 aedecy l BUILDER OR OWNER PERMITDATE: Q22 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 U Y�'001 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 A y ' 83- fggo . a t EXIST. LEACH FACILITY PER AS—BUILT CARD NON FILE WITH HEALTH DEPARTMENT , DRAINAGE rye, �40hCVM EASEMENT 2 hh 6 1g ------ 59 ' BENCHMARK S 6 CATCH BASIN ELEV = 60.58' Y EXISTING k DWELLING g cmUl LOT 3 PROP POOL �^ t 4u it� Q 32,349±SF ijDc —x GAR q?^ cnCOC° 55 ' O -0651.5 a � 6 6� ti 'S 28 � 6g � � _ � 6 /� 8.99 PROP. SHED 68 0 PROP. POOL FENCE WITH O' APPLICABLE SELF—LATCHING G GATES LA ONS R ,�� /�� N Q V 21 2001 NET B8 � , ' RISER -69 , , 0A OF 35 FIELDSTONE ROAD IN THE TOWN OF: (WEST) BARNSTABLE PREPARED FOR: WI LLI AM YATES of 49gJ�9 ARNE `s�. '' 30 _O 30 60 90 H. r, ~ J wmia U CJALA Z�9 � -o No. 26348 yo V down cape eDglneering, inc. SCALE: 1" = 30' DATE: NOVEMBER 12, 2001 �Jsj9 $TE S� /' CIVIL ENGINEERS o� LAND SURVEYORS __ ARNE H. OJALA, P.E.. P.L.S. DATE 999 main at..Yarmouth, ma g2876 SEPTIC PROFILE TEST HOLE LOGS i- T.O.F. AT EL. 69.5' NOT To scALE) ACCESS COVER TO WITHIN 6" OF FIN. GRADE ( ACCESS COVER (WATERTIGHT) To ENGINEER: D.A. OJALA, SE I WITHIN 6" OF FIN. GRADE I 59.0 MINIMUM .75' OF COVER OVER PRECAST 57 0 WITNESS: JERKY DUNNING I 2% SLOPE REQUIRED OVER SYSTEM RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: 6/23/98 FOR FIRST 2' < 2 MIN/INCH PROPOSED 1 500 3' MAX. PERC. RATE = SLAB 57 0, GALLON sEPrlc 56.75' 54.0' CLASS I & ll SOILS P# 9391 "��" STREET 62.0' TANK (H- 10 ) GAS 54.0' _ 1 BAFFLE 54.17' �� o a a o 0 a o E:i oINVERT 6RTINVE p.5' o .17' O O 0 ED E� 0 � El C� a 2.5' 0 SIDES Locus y �6" CRUSHED STONE OR MECHANICAL �] ED E] ED [� C] El 0 Q 2.25 ENDS 19 % SLOPE) 80 ( COMPACTION. (15.221 [2)) ��0 2 E O 0 E 0 [O M C� O a 51 .17 EP ELEV, ELEV. 4 z DEPTH OF FLOW = 4' ( 5 % SLOPE) o0 0 0 0" 0 58.0' 0" 62.0' TEE SIZES: 10„ 3/4" TO 1 1/2" DOUBLE WASHED STONE INLET DEPTH 11 0 / OUTLET DEPTH = 14 5,17' 2 2 LOCATION MAP NO SCALE A A FOUNDATION- 26' SEPTIC TANK 50' D' BOX 12' LEACHING �SL �SL FACILITY . 6" 10YR 3/2 6" lOYR 3/2 ASSESSORS MAP Ill PARCEL 49 46.0' �B �'B ZONING DISTRICT: RF SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED ) �SL YARD SETBACKS: �I 36" 10YR 5/6 36" 10YR 5/6 FRONT = 30' DESIGN FLOW: 3- BEDROOMS ( 110 GPD) = 330 GPD Cl SIDE = 15 USE A 330 GPD DESIGN FLOW y unsuitable /j L C1 REAR = 15' O unsuitable S SEPTIC TANK: 330 GPD (?) = 660 APPROX. VARIANCE REQUESTED: TOWN OF BARNSTABLE 2.5Y 5/4 L PLAN REF. - 413/99 1500 PART XII SECTION III (12): WELL TO BE. 109' TO USE A GALLON SEPTIC TANK LEACH LEACH FACILITY (41 < :ARIANCE) AND 82_' TO 84 �� 51 .0' 86 2.5Y 5/4 54 8' FLOOD ZONE: C 11 LEACHING: PIT SEPTIC TANK (18' VAI:IANCE) pert pert 2(30 + 9.83) 2 (.74) WELL TO BE 103' TO RESERVE (47' VARIANCE C2 - SIDES: ) C2 30 x 9.83 (.74) = 218 MED/COS M BOTTOM: ED/COS TOTAL: 454 S.F. 336 GPD 2.5Y 6/4 2.5Y 6 4 USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR Exlsr. WELL / . " 46.0' 147" 4975' EQUAL) WITH 2.5' STONE AT SIDES AND 2.25' AT ENDS 144 - NO WATER ENCOUNTERED NOTES: 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND LOT 2 ASSUMED PERIMETER OF LEACH FACILITY DOWN TO MED/COS LAYER. t��O 1 . DATUM IS REPLACE WITH CLEAN MED, SAND. ENGINEER TO INSPECT v AND CERTIFY REMOVAL -- --' -- '�' 2. MUNICIPAL WATER IS NOT AVAILABLE 3, MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 150 �� 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 10 LEACH PST `�� / � i`j (IV EAsEME T Q 5. PIPE JOINTS TO BE MADE WATERTIGHT. 26 ��` ---f - ° .- �� 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ��h 6 �� ENVIRONMENTAL CODE TITLE V, 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE S NET ELEC USED FOR LOT LINE STAKING. -59- 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. N - 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT BENCHMARK INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED o� CATCH BASIN FROM BOARD OF HEALTH. •' ELEV = 60.58' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE \� LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR f \ I PROP. 3 BR / '�01 ' <v TO COMMENCEMENT OF WORK. DWELLING /D LOT 3 TF = 69.5 32,349±SF / _ �� 6 S _ l TE AND SEWAGE PLAN 42. cow `Q APPROX. ��`►,kp / �� LEACH AREA OF 110 GAR - _ �,a # 35 FIELDSTONE ROAD 5 5 /55 6 5 150' NCO IN THE TOWN OF: a' - - - LOT 7 (WEST) BARNSTABLE 565�5a 5 6� 6� �`L �o� �� DSO 6 �88 9g, PREPARED FOR: WILLIAM & ANN MARIE YATES PROP. W L �� /' 30 0 30 60 90 NET _.68 BOARD OF HEALTH RISER 150 -69 , MA NOVEMBER 26, 1999 i APPROVED DATE SCALE: 1 = 30 DATE: off 508-362-4541 EXIST. fox 508 362-9880 APPROX. DWELL LEACH LOT 4 EXIST. WELL L�GEP�D �`N Of. Mqr ��\H OF MgJ�v, PIT 100.0 PROPOSED SPOT ELEVATION down cape engineering, Inc. y�� fq o�� ARNE �yL q� ARNE H. Cyr H. In 100x0 EXISTING SPOT ELEVATION OJALA r u OJALA CIVIC. ENGINEERS $ CIVIL No.26348 0� O PROPOSED CONTOUR LANDoSURVEYORS Na 100 EXISTING CONTOUR 'P S 4\ f INS s 99-38 / EXIST. WELL ® 939 main st. yarmouth, ma 02675 AR ALA, P.E., P.L.S. DATE SEPTIC PROFILE TEST HOLE LOGS T.O.F. AT EL. 69.5' ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER: D.A. OJALA, SE 59.0 WITHIN 6" OF FIN. GRADE JERRY DUNNING MINIMUM .75' OF COVER OVER PRECAST /� 2% SLOPE REQUIRED OVER SYSTEM 57 0' WITNESS: i RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: 6/23/98 FOR FIRST 2' / < 2 MIN/INCH PROPOSED 1 500 \� 3' MAX. PERC. RATE = 9 391 GALLON SEPTIC 56.75' \, 54.0' CLASS I & II SOILS P STD g2� 57.0' TANK (H- 10 ) GAS o0 54.0 _ 7_1BAFFLE 54.17 �� ii� 0L 0O 0 0E] 0 � «� LOCUS R INVERT 6p.5' 0 5 .17' (� [� O 0 O 0 2.5' 0 SIDES y _6" CRUSHED STONE OR MECHANICAL a a a o C7 H O O 2.25 ENDS ELEV. ELEV. ( 19 % SLOPE) COMPACTION. (15.221 [2])SLOPE) Ealz 2 0 C] �] C] 0 �] 0 51 .17' I DEPTH OF FLOW = 4 rJ "§o p'� Q 58.0 p" Q 62.0' k' TEE SIZES: ,p ( % 3/4" TO 1 1/2" DOUBLE WASHED STONE 0 0 INLET DEPTH = OUTLET DEPTH = 1 4 5 1 7' 2' 2 LOCATION MAP NO SCALE A SL LEACHING � /SL FOUNDATION- 26' SEPTIC TANK 50' D' BOX 12 FACILITY 6" 10YR 3/2 6" lOYR 3/2 ASSESSORS MAP 111 PARCEL 49 46.0' B B ZONING DISTRICT: RF /SL ////� YARD SETBACKS: SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED ) 10YR 5 6 �I 36 36' 10YR 5/6 FRONT = 30' DESIGN FLOW: 3_ BEDROOMS ( 110 GPD) = 330-GPD ' " C1 SIDE = 15' USE A 330 GPD DESIGN FLOW C 1 unsuitable SL REAR =-15' SEPTIC TANK: 330 GPD ( 2 ) = 660 VARIANCE REQUESTED: 1 )WN OF BARNSTABLE unsuitable SL PLAN REF. 413 99 2.5Y 5/4 / / / 1500 APPROX. PART XII SECTION 111 (1 ; j. WELL TO BE 109' TO 84� 51 .0' USE A -___ GALLON SEPTIC TANK LEACH LEACH FACILITY (41 ' VAF IANCE) AND 82' TO 86„ 2.5Y 5/4� 54 8' FLOOD ZONE: C LEACHING: 2(30 + 9.83) 2 (.74) 118 PIT SEPTIC TANK (18' VARIA ICE) perc C2 perc = IXSIDES: - WELL TO BE 103' TO F__SERVE (47' VARIANCE) C2 BOTTOM: 30 x 9.83 (.74) = 218 MED/COS MED/COS - TOTAL: 454 S.F. 336 GPD 2.5Y 6/4 USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EXIST. WELL 2.5Y 6/4 EQUAL) WITH 2.5' STONE AT SIDES AND 2.25' AT ENDS 144"' 46,0' 147" 49.75' NO WATER ENCOUNTERED NOTES: 4� 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND LOT 2 P� 1 . DATUM IS ASSUMED PERIMETER OF LEACH FACILITY DOWN TO MED/COS LAYER. - - REPLACE WITH CLEAN MED. SAND ENGINEER TO INSPECT 0 AND CERTIFY REMOVAL C` 2. MUNICIPAL WATER IS NUI AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 150 H PIT �� /�,j jj///-/j' ��- ry tt+NaE o 5. PIPE JOINTS TO BE MADE WATERTIGHT. TO CEAC - / / ' % -- -_�'�-�\.\\ � � 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. .7�" ENVIRONMENTAL CODE TITLE V. _ ._ - , - �'� 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE 58 USED FOR LOT LINE STAKING. NET ELEC 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 60. BENCHMARK INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED CATCH BASIN FROM BOARD OF HEALTH. V ELEV = 60.58' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE .� , '6, LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR PROP. 3 BR 1�j TO COMMENCEMENT OF WORK. DWELLING �/ it C r6� - LOT 3 j f�� - L TF = 69.5' CD 32,349±SF SITE AND SEWAGE PLAN O 42/1 APPROX. OF -- Q ro GARc; LEACH AREA 35 FIELDSTONE ROAD - - - - 7 -� ss.o' s .s' ` O. co��c' ' IN THE TOWN OF: b�-COS �� s - - - ,- LOT (WEST) BARNSTABLE - r, PREPARED FOR: WILLIAM & ANN MARIE YATES PROP. WEL 30 0 30 60 90 NET 68--- f�! RISER _ BOARD OF HEALTH _69 MA NOVEMBER 26, 1999 i APPROVED DATE SCALE: 1 ' = 30� DATE: off APPiflX. EXIST \ fox 5008 362-9 8-362-4541 80 DWELL LE r•i LOT 4 EXIST. WELL LEGE �D IN Of MA PIT 100.0 PROPOSE!-) SPOT ELEVATION down cape engineering, Inc, ��'�tiH Di P` ARNE ARNE H. cy� H. 100x0 EXISTING SPOT ELEVATION -T OJALA r^ 8 OJALA CIVIL ENGINEERS 3 avr No.26348 �04 O PROPOSED CONTOUR ® No. �[ LAND SURVEYORS crstf� �Q - 100 EXISTING CONTOUR 9 S �\ r LANDS EXIST. WELL ® 939 main st. yarmouth, ma 02675 - --- -- 2q 99 381 AR ALA, P.E., P.L.S. DATE T.O.F. AT EL. 69.5' SEPTIC PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN, GRADE NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER: D.A. OJALA, SE WITHIN 6" OF FIN. GRADE WITNESS: JERRY DUNNING 59.0' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 57 0' RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE T!' DATE: 6/23/98 FOR FIRST 2' < 2 MIN/INCH PROPOSED 1500 3' MAX. PERC. RATE = I & I I 9391 GALLON SEPTIC 56.75' 54.0' CLASS SOILS P# 62�0' S7 0 TANK (H 10 ) GAS 54.0' BAFFLE 5 4.1 7' 0 0 0 0 0 E] 0 EEOD LOCUS INVERT 60.5' by 53.17' a o a a � = � ED " 2.5' 9 SIDES y �6" CRUSHED STONE OR MECHANICAL C� Cl [� [� L� 0 C� 0 CJ 2.25' ENDS ELEV. ELEV. <::> ( 19 % SLOPE) COMPACTION. (15.221 [21) goo 2' [] [� 0 [� (� [�] (� 0 � 0 51 .17' 4 4 � DEPTH OF FLOW = `I' ( 5 % SLOPE) o0 0 0 0" 58.0 0" 62.0 k TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE 10„ 0 / INLET DEPTH = 0 OUTLET DEPTH = 14 5 17' 2., 2„ LOCATION MAP No scn,F A �S L /S FOUNDATION-, 26' SEPTIC TANK 50' D' BOX 12' LEACHING g" 10YR 3/2 6" 1OYR 3/2 ASSESSORS MAP 111 PARCEL 49 FACILITY 46.0' /SL B� ZONING DISTRICT: RF SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED ) 36" 10YR 5/6 /SL5 YARD SETBACKS: �I 36" 10YR 5/6 FRONT = 30' DESIGN FLOW: 3- BEDROOMS ( 110 GPD) = 330 GPD V C1 j SIDE = 15' USE A 330 GPD DESIGN FLOW Cy O unsuitable SL ' , REAR = 15 unsuitable SEPTIC TANK: 330 GPD ( 2 ) = 660 VARIANCE REQUESTED: `OWN OF BARNSTABLE /�L PLAN REF. - 413/99 APPROX. PART XII SECTION III (1: ): WELL TO BE 109' TO 2.5Y 5/4 /7 1500 " USE A ---_ GALLON SEPTIC TANK LEACH LEACH FACILITY (41 ' VA, AND 82' TO 84 51 .0' 86„ 2.5Y 5/4 54 8> FLOOD ZONE: C LEACHING: PIT SEPTIC TANK (18' VARIA`�ICE) perk I X I perc SIDES; 2(30 + 9.83) 2 (.74) = 118 WELL TO BE 103' TO rESERVE (47' VARIANCE) C2 C2 BOTTOM; 30 x 9.83 (.74) = 218 MED/COS MEp/COS TOTAL: 454 S.F. 336 GPD EXIST. WELL USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR 2.5Y 6/4 2.5Y 6/4 EQUAL) WITH 2.5' STONE, AT'. SIDES AND 2.25' AT ENDS 144" 46.0' 147" 1 49,75' NO WATER ENCOUNTERED NOTES: ; 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND LOT 2 PO 1 . DATUM IS ASSUMED PERIMETER OF LEACH FACILITY DOWN TO MED/COS LAYER. REPLACE WITH CLEAN MED. SAND, ENGINEER TO INSPECT AND CERTIFY REMOVAL MU°IICIn! c-1f UTr 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 150' co' %// / p �� 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 H PST DRAINAGE 5. PIPE JOINTS TO BE MADE WATERTIGHT. TO �EAC EASEMENT CD O 26 �� - / _' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. V. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE NET ELEC USED FOR LOT LINE STAKING. --- -' ` ` ;'� . _ 59 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. - °--` ` - N � 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 60 � BENCHMARK INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. ELEV CATCH-BASIN 60 58' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE _- / 6, LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR PROP. 3 BR �/� a, TO COMMENCEMENT OF WORK. co DWELLING ' TF LOT 3 / 32,349fSF '/ j ' _ / / �,� SITE AND SEWAGE PLAN /� `O`O APPROX, i� OF GAR _ _ LEACH AREA 33 FIELDSTONE ROAD 69.0' 6 .5' 0. �- �' 15 IN THE TOWN OF: 5657-5g_ �°�(O 0�� /l �� 288 ��/ 17 - - - -r- LOT (WEST) BARNSTABLE 6 PREPARED FOR: WILLIAM & ANN MARIE YATES `68 0 PROP. WEL ,� 30 0 30 60 90 N ET _68 BOARD OF HEALTH RISER 769 MA SCALE: 1 " = 30' DATE: NOVEMBER 26, 1999 APPROVED DATE off 508-362-4541 APPROX. EXIST. fox 508 362-9880 DWELL LEACH LOT 4EXIST. WELL L�EGE+`ID I OF j" �F PIT 100.0 PROPOSED SPOT ELEVATION down cape engineering, inc. ��` q�*��P``ARNEAJ��s�J �v ARNE H. y H. I CCX0 EXISTING SPOT ELEVATION OJALA .++ CD OJALA (:,I CIVIL ENGINEERS S CIVIL y No.26348 0 100 PROPOSED CONTOUR �' 9 �£ ER�nJQ,�y LAND®SURVEYORS GIST 100 EXISTING CONTOUR S I LANDSlP/ 99_381 EXIST. WELL 939 main st. yarmouth, ma 02675 AR . ALA, P.E., P.L.S. ��!! DATE I I T.O.F. AT EL. 69.5' SEPTIC PROFILE TEST HOLE LOGS - — ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER: D.A. OJALA, SE JERRY DUNNING WITHIN 6" OF FIN. GRADE WITNESS: 59.0' � MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 57 O' 1 DA RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE TE 6/23/98 FOR FIRST 2' < 2 MIN/INCH PROPOSED 1 500 3' MAX. PERC. RATE _ SLAB GALLON SEPTICj(j,7rj' - I 8C II 9391 H+c„ STREET 62.0' 57.( TANK (H- 10 ) GAS 54.0' 54.0 CLASS SOILS P# BAFFLE 54.17' � �o 0 0 0 O 0 a o INVERT 6,5' `� 5 .1 7' 0 0 0 E] [� 0 E-1 ED E ] `� 2.5' 0 SIDES LOCUS � ( 1 9 % SLOPE) �6" CRUSHED STONE OR MECHANICAL ED E-1 � 0 0 E-1 E� a a ` 2.25 ENDS ELEV. ELEV. COMPACTION. (15.221 (21) sc> 2' E D E-1 E-1 E� E71 E-1 E-1 E D C7 a 51 .17' Q Q ` DEPTH OF FLOW = 4 5 00 0 0 ( SLOPE) p" 58.0 p^ 62.0 tr TEE SIZES, 3/4" TO 1 1/2" DOUBLE WASHED STONE i'TTT- INLET DEPTH = 10" 0 0 OUTLET DEPTH 14' S.17' 2" 2' LOCATION MAP No SCALE = A FOUNDATION— 26' SEPTIC TANK 50' D' BOX 12' LEACHING �SL /SL FACILITY g 10YR 3/2 6 1OYR 3/2 ASSESSORS MAP 111 PARCEL 49 46.0' SL B// F"ZONING DISTRICT: R /SL YARD SETBACKS: SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) 36" 10YR 5/6 36" 10YR 5/6 FRONT = 30' DESIGN FLOW: 3- BEDROOMS ( 110 GPD) = 330 GPD C1 SIDE = 15' USE A 330 GPD DESIGN FLOW C 1 O unsuitable SL SEPTIC TANK: 330 GPD ( 2 ) = 660 VARIANCE REQUESTED: 1OWN OF BARN5TABLE / REAR = 15' � unsuitable SL PLAN REF. — APPROX. 2.5Y 5/4 413/99 USE A 1500 GALLON SEPTIC TANK PART XII SECTION III (1 ,:): WELL TO BE 109' TO 84" 51 .0' LEACH LEACH FACILITY (41 VA ;IANCE) AND 82' TO 86„ 2.5Y 5/4/ 54 8' FLOOD ZONE: C LEACHING: PIT SEPTIC TANK (18' VARIANCE) perc pert 2(30 + 9.83) 7_ (.74) _ 118 SIDES: WELL TO BE 103' TO Fr SERVE (47' VARIANCE) C2 C2 30 x 9.83 (74) = 218 MED/COS BOTTOM: MED/COS TOTAL: - 454 S.F. 336 GPD EXIST. WELL USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR 2.5Y 6/4 2.5Y 6/4 EQUAL) WITH 2.5' STONE AT SIDES AND 2.25' AT ENDS 144" 46.0' 147" 49.75' NO WATER ENCOUNTERED NOTES: 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND LOT 2 PO 1 . DATUM IS ASSUMED PERIMETER OF LEACH FACILITY DOWN TO MED/COS LAYER. REPLACE WITH CLEAN MED. SAND, ENGINEER TO INSPECT � AND CERTIFY REMOVAL < 2. MUNICIPAL vUH1Lh 1S i'Jyl _AVAILAE3Lk 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 150' PST �' %// / �F DRAINAGE 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H— 10 O — LEACH 1 -� ` � EASEMENT o O 5. PIPE JOINTS TO BE MADE WATERTIGHT. T / ~-- � �' �� 6. CONSTRUCTION !DETAILS TO BE IN ACCORDANCE WITH MASS. 26 ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE --�58 USED FOR LOT LINE STAKING.' NET ELEC T - ^`� �` 59 8. PIPE FOR SEPTIC SYSTEM TO SCH, 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 6 / BENCHMARK INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED ,61 CATCH BASIN FROM BOARD OF HEALTH, ELEV = 60,58' 10 LOCATION T OF ALL LU UNDERGROUND RESPONSIBLE& OVERHEAD I UTILITIESE PRIOR PROP. 3 BR a, TO COMMENCEMENT OF WORK. DWELLING LOT 3 TF = 69.5' 321349±SF 00n �`� J1 AND_ � SEWAGE PLAN APPROX. f►k O �i�j / , _- - LEACH AREA OF GAR - - - I 35 FIELDSTONE ROAD ,c, IN THE TOWN OF: "5758— v 288.99' �� 'so- - - - ,r- LOT 7 (WEST) BARNSTABLE — N --6g' (Q PREPARED FOR: WILLIAM & ANN MARIE YATES PROP. wEL 30 0 30 60 90 NET -_6 BOARD OF HEALTH RISER \/ 150' -69 MA ' NOVEMBER 26, 1999 i APPROVED DATE SCALE: 1 = 30 DATE: off 508-362-4541 EXIST. fox 508 362-9880 APPROX. DWELL LEACH LOT 4 EXIST. WELL LEGE`�D of �\H QF �P�,�N PIT . 100.0 PROPOSED SPOT ELEVATION down cape engineering, inc. �� ARNE �y ARNE H. H. 100x0 EXISTING SPOT ELEVATION -V OJALA C, OJALA CIVIL ENGINEERS 3 clviL No.zsaas Q MO PROPOSEDcoNrouR LAND®SURVEYORS 9 4 $ cIST�.�� Q,`� 100 EXISTING CONTOUR S t lA�d 99-381 EXIST. WELL ® 939 main st. yarmouth, ma 02675 — AR ALA, P.E., P.L.S. DATE I i i SEPTIC PROFILE TEST HOLE LOGS T.O.F. AT EL. 69.5' ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER: D.A. OJALA, SE 59.0 MINIMUM .75' OF COVER OVER PRECAST /� WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 57 0' WITNESS: JERRY DUNNING I DATE: 6/23/98 RUN PIPE LEVEL / 2" DOUBLE WASHED PEASTONE - FOR FIRST 2' PERC. RATE _ < 2 MIN/INCH /jETRA:NK:(H :5OCO) / 3' MAX. 9391 M,�H STREET SLAB 56.75' 54.0' CLASS I & II SOILS P# — - 62.0' 57.0 GAS 54.0' W _ 547` BAFFLE LOCUS INVERT 6TRINVE 0.5' 53.1 7' O 0 [� O L7 [� O O a 2.s' ® sIDEs 6" CRUSHED STONE OR MECHANICAL Q Q Q Q Q Q Q Q Q 2:25' ENDS ELEV. ELEV. '<`> z ( 19 % SLOPE) COMPACTION. (15.221 [2]) aoR 2' Q Q Q Q Q Q Q Q Q o 51 .17' Q Q DEPTH OF FLOW = 4' S ooTS$ o00 0" 58.0' 0" 62.0' ( % SLOPE) �— TEE SIZES: 10„ 3/4" TO 1 1/2" DOUBLE WASHED STONE 0 INLET DEPTH = 2 / 0 2" LOCATION MAP NO SCALE OUTLET DEPTH = 14" 5.17' A A ///�S�L /SL FOUNDATION— 26' SEPTIC TANK — 50' D' BOX 12' LEACHING 6" 10YR 3/2 6" 10YR 3/2 ASSESSORS MAP 111 PARCEL 49 FACILITY 11 46.0' B B ZONING DISTRICT: RF I / 0 �SL YARD SETBACKS: SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED ) 36" 10YR 5/6 - I\ I 36" 10YR 5/6 FRONT = 30' DESIGN FLOW: 3- BEDROOMS ( 110 GPD) = 330 GPD �l C1 /� SIDE = 15' USE A 330 GPD DESIGN FLOW * /SL 'C1 REAR = 15' unsuitable SEPTIC TANK: 330 GPD ( 2 ) — 660 0 VARIANCE REQUESTED: TOWN OF BARNSTABLEY 5/4/ unsuitable SL PLAN REF. - 413/99 APPROX. PART XII SECTION III (12) WEL_L TO BE 109 TO 2.1Y 5/4 FLOOD ZONE: C USE A 1500 GALLON SEPTIC TANK , 84" 51 .0' 54 8' --- LEACH LEACH FACILITY (41 ' VARIANCE) AND 81 TO 86" LEACHING: PIT SEPTIC TANK (19' VARIANT E) pert pert 2(30 + 9.83) 2 (.74) = 1 18 WELL TO BE 103'` TO RE`. ERVE (47' VARIANCE) C2 C2 SIDES: _ � 30 x 9.83 (.74) = 218 MED/COS MED/COS BOTTOM: TOTAL: 454 S.F. 336 GPD 2.5Y 6/4 2.5Y 6 4 USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR ExlsT. wEu. ® / EQUAL) WITH 2.5' STONE AT SIDES AND 2.25' AT ENDS LOT 2 144" 46.0' 147" 49.75' NO WATER ENCOUNTERED NOTES: * NOTE: DEED RESTRICTION REQUIRED LIMITING �� DWELLING TO 3 BEDROOMS 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND - 1 0 AI JM It -- A C PERIMETER OF LEACH FACILITY DOWN TO ME0/CCS LAYER. ' REPLACE WITH CLEAN MED. SAND. ENGINEER TO INSPECT Oy` AND CERTIFY REMOVAL 2. MUNICIPAL WATER IS NOT AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT, O\v 150' �' r - 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 /.: :/ �� i i ,.� / DRAINAGE �� _ LEACH p�T `ti % - %� ��.,/, _ ---.` �- `%�� .y EASEMENT o 5. PIPE: JOINTS TO BE MADE WATERTIGHT. TO 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. -51 7.� j ----- THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE ___ __ __58 USED FOR LOT LINE STAKING. ___ -----'. NET ELEC H �� ,>__/ _5g 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC. 9 COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT p INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 5 BENCHMARK , CATCH BASIN FROM BOARD OF HEALTH. ELEV = 60.58' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOC�,TION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR PROP. 3 BR ^ �rn cv TO COMMENCEMENT OF WORK. 00 DWELLING C-//�� - (7)� i m LOT 3 /% ��5 / . TF 32,349±SF �/ rn SI TEE AND SEWAGE PLAN/ OF GAR _ l i # 35 FIELDSTONE ROAD " ! % 69.0' �p !<u PRIMARY LEACH FACILITY PER PLAN / 655'��•.. �/ / '"'�-•,G � � `� s .s' _ co IN THE TOWN OF: 150' (WEST) BARNSTABLE 57 5g_ �� 1��1 �� / i ��28g , rUo°�! 'so - ' - LOT 7 - PREPARED FOR: WILLIAM 8c ANN MARIE YATES / PROP. WEL 30 0 30 60 90 NET 68 BOARD OF HEALTH RISER ` )50 -69 MA SCALE: 1 " = 30' DATE: NOVEMBER 26, 1999 APPROVED DATE REV. 12/20/99 (HSE, ABUTT. SAS) off 508-362-4541 APPROX. EXIST. fox 508 362-9880 DWELL LEACH LOT 4 EXIST. WELL L G N l'A Of M PIT 100.0 PROPOSED SPOT ELEVATION down cape engineering, Inc. ��xyH Of � o ARNEA,fj9�v 100x0 EXISTING SPOT ELEVATION ARNE H. H. CIVIL ENGINEERS � � s PROPOSED CONTOUR ® '3 � `� ° M 638 WA MOLAND SURVEYORS No.3or1h2 �'o,,, 100 EXISTING CONTOUR4Ins �p < �?/.zo 99-38 EXIST. WELL 939 main st. yarmouth, ma 02675 A sr AL �, A �P , -+"" DATE T.O.F. AT EL SEPTIC PROFILE TEST HOLE LOGS ., ACCESS COVER TO WITHIN G OF FIN, GRADE INOT TO SCALE) ACCESS COVER (WATERTIGHT) TO • ENGINEER: MINIMUM .75' OF COVER OVER PRECAST WITHIN ir OF FIN. GRADE WITNESS: 2% SLOPE REQUIRED OVER SYSTEM I RUN PIPE LEVEL Y DOUBLE WASHED PEASTONE DATE: PROPOSED �� FOR FIRST 2' PERC. RATE _ GALLON SEPTIC =, 3 MAX. — 7 CLASS SOILS P# TANK (H— 10 ) GASBAFFLE 0000 O 0000 000o a o000 ( SLOPE) �� CRUSHED STONE OR MECHANICAL 0 0 0 CD O O El El CD COMPACTION. (15.221 [2n 2' O O ED CD O Cl Cl O El o Q ELEV. ELEV. DEPTH OF FLOW TEE I a.J r;�_x SLOPE) �z SLOPE) t I 3/4" TO 1 1 j2' DOUBLE WASHED STONE, Cr Cr INLET DEPTH = OUTLET DEPTH = f� LOCATION MAP SCALE 1" _ FOUNDATION— SEPTIC TANK D' BOX FLEACHIING ACILrTY ASSESSORS MAP It I PARCEL ZONING DISTRICT: YARD SETBACKS: FRONT = SIDE = 15` 3o REAR = S Ste. ' 32 PLAN REF. - co` - � ' �� f '� I FLOOD ZONE: �. 52 NOTES: -•1'Jam_ ^�M_ ,.--�----- -'-....� ` \ `yI SEPTIC DESIGN:. (GARBAGE DISPOSER IS �oT ,�-,��J�4.s�,� ) 1. DATUM IS - - -- = q�i-� GPD 2. MUNICIPAL WATER 15 DESIGN FLOW: � BEDROOMS GPD) uESIGN t-LOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. SEPTIC TANK: -14o GPD (�) _ $,�0 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-�_. 5. PIPE JOINTS TO BE MADE WATERTIGHT. USE A I Soo GALLON SEPTIC TANK • � � --� `, 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. LEACHING: ENVIRONMENTAL CODE TITLE V. SIDES: 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE \ \•\S, ' USED FOR LOT LINE STAKING. �P 4s �`� \ BOTTOM: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. -' TOTAL: S.F. GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. Oo �' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE `�` `'� `• `� '�; 4 s� ' LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR �` TO COMMENCEMENT OF WORK. LL LEGEND Sl TE AND SEWAGE PL A N Q� � ,�, 100.0 PROPOSED SPOT ELEVATION OF 17 W-ar� 1 , 100x0 •EXISTING SPOT ELEVATION �• �, IN THE T WN OF: 100 PROPOSED CONTOUR , I bA j -- — (oDo,— — EXISTING CONTOUR PREPARED FOR: _ �O 0 "t Co o �1 c BOARD OF HEALTH MA r f \ --� APPROVED DATE SCALE: DATE: I„I ALL-• � �� off 506-382-4541 Y , l%v l .'� • fax 508 362—OW GJ�( �T1er ��iH of Mqs down cape engineering, inc. o�� AIDE H V Oee•'' --'' GF J/I y CIVIL ENGINEERS 9 No.283as .AND SURVEYORS �" �fcistfa� c Q JOB _ 939 main st.. garmouth, ma 02675 -I— - D �j ARNE H. OJALA, P.E., P.L.S. DATE SEPTIC PROFILE TEST HOLE LOGS T O.F. AT EL. A ACCESS COVER TO WITHIN G OF FIN. GRADE INOT TO SM4 ACCESS COVER (WATERTIGHT) TO ENGINEER: MINIMUM .75' OF COVER OVER PRECAST WITHIN Ir OF FIN. GRADE 2x SLOPE REQUIRED OVER SYSTEM WITNESS: I ' RUN PIPE LEVEL Z DOUBLE WASHED PEASTONE DATE: FOR FIRST 2' PERC. RATE _ PROPOSED �� 3' MAX. GALLON SEPTIC TANK (H- 10 ) GAS CLASS SOILS P# eAFFLE � OO � O O OOi�qC ( x SLOPE) �G CRUSHED STONE OR MECHANICAL c 0 O O O O OCOMPACTION. (15.221 [2D 2' CD a a O a a ED a � o Q ELEV. � ELEV. DEPTH OF FLOW (_X SLOPE) �z SLOPE) Cr TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE - IP1lFT DEPTH w e LOCATION MAP SCALE 1" OUTLET DEPTH _ FOUNDATION LEACHING SEPTIC TANK D' BOX FACILITY ASSESSORS MAP ► PARCEL ZONING DISTRICT: YARD SETBACKS: FRONT = moo' SIDE = 16' REAR = 5 3o PLAN REF. - Qo -` FLOOD ZONE: �-- _ :f .- --.-� 5z NOTES: .,EPTIC DESIGN: (GARBAGE DISPOSER IS ,�o� a-Lv�tiS� ) `'S`"L ~-tQ02 1. DATUM IS DESIGN FLOW: A. BEDROOMS I-OGPD) GPD 2. MUNICIPAL WATER IS _� �� .._._.:.. •• �:. -� DES'C"' F` ^'R' 3. MINIMUti! PIPE PITCH '1-0 BE 1/8" PER FOOT. EPTiC TANK: o GPD (�) _ _$„�0 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-_L 5. PIPE JOINTS TO BE MADE WATERTIGHT. tiSE A 1 GALLON SEPTIC TANK � ---•__-_,� .,G....--�-- `"`' -.•, i- �._�,• -�.'� ,,� ` .,i �, - 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH, MASS. LEACHING: i ENVIRONMENTAL CODE TITLE V. `go ti\c 7. THIS PLAN IS 'FOR PROPOSED WORK ONLY AND NOT TO BE SIDES: USED FOR LOT LINE STAKING. t,p �5 ``� \ �,, `��`-. .�``� �`• �� BOTTOM: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-C PVC. TOTAL: S.F. GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. LEGEND SITE AND SEWAGE PLAN 100.0 PROPOSED SPOT ELEVATION OF p.t-Of. / \,\\ 100x0 EXISTING SPOT ELEVATION t_ IN THE T WN OF: Floo 0__ PROPOSED CONTOUR QQ — - 100 — — EXISTING CONTOUR � v � U PREPARED FOR: 0 o Co o �o \ ti BOARD OF HEALTH • R/ MA APPROVED DATE SCALE: DATE:' ¢ 1 off 508-362-4541 V fax 508 362—O680 C-7 roil Af 'A Of down cape engineering, inc. �o�' ARNE C� OJALA y CIVIL ENGINEERS 9 No.2634 l� T-AND SURVEYORS �fCISH C I Q 1 LA 3 121119 b 1 JUB# 939 main st.. yarmouth, ma 02675 — — � � - a � 3 ARNE H. OJALA, P.E., P.L.S. DATE i II II - ` . �' ;j \ . - r \�by�.J r__ / C z-, , ,'F- r' _11�c7 T T/4//_' P'L �4'/�/ f/,i' S I �:' _• f� ,-�CI Y:--' :�iti/G>�Fl SCAB �/ Yi�-,-, ��v A - ,o�{� , �--[ I -- — _ - �'- r-• �,�•�.4`O /N C�N�-oR��i -, , ' . 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