Loading...
HomeMy WebLinkAbout0260 STRAIGHTWAY - Health 260 Straightway Hyannis A = 268 096 !p - Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments wM 260 Straightway Property Address Adrian and Elaine Maher Owner Owner's Name information is required for every Hyannis MA 02601 March 13, 2013 page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When filling out forms A. General Information on the computer, use only the tab 1. Inspector: Ir key to move your cursor-do not David D. Coughanowr, R.S. use the return Name of Inspector key. Environmental Company N ray Company Name 43 Triangle Circle Company Address Sandwich MA 02563 City/Town State Zip Code 508 364-0894 1328 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 March 13, 2013 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 I the same or different conditions of use. 21 t5ins•11/10 Title 5 Official I ec Form:Subsurface Sewage D, osal System•Page 1 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �M 260 Straightway Property Address Adrian and Elaine Maher Owner Owner's Name information is Hyannis MA. 02601 March 13, 2013 required for every y page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: Inspector's Note==> The septic system described herein is deemed to pass this Real Estate Transfer Inspection if it does not meet any of the failure criteria enumerated in Section D on pages 4-5. The scope of this inspection is limited to health and environmental compliance and the septic system has been evaluated according to the conditions observed on the day it was inspected. No estimate or guarantee of system longevity is made or implied by a passing determination. 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•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 260 Straightway Property Address Adrian and Elaine Maher Owner Owner's Name information is required for every Hyannis MA 02601 March 13 2013 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N FIND (Explain below): I I 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•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 260 Straightway Property Address Adrian and Elaine Maher Owner Owner's Name information is required for every Hyannis MA 02601 March 13, 2013 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 '/2 day flow t5ins-11/10 -itle 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 17 Commonwealth of Massachusetts - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 260 Straightway Property Address Adrian and Elaine Maher Owner Owner's Name information is Hyannis MA 02601 March 13 2013 required for every , page. CityfTown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high round water elevation. P p Y 9 9 ❑ ® 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 16,000 gpd. For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 260 Straightway Property Address Adrian and Elaine Maher Owner Owner's Name information is required for every Hyannis MA 02601 March 13, 2013 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 ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms(design): 2 Number of bedrooms (actual): 2 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 220 gpd t5ins-11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 260 Straightway Property Address Adrian and Elaine Maher Owner Owner's Name information is required for every Hyannis MA 02601 March 13, 2013 — page. Cityfrown State Zip Code Date of Inspection D. System Information Description: Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ❑ Yes ❑ No Seasonaluse? ® Yes ❑ No Water meter readings, if available(last 2 years usage (gpd)): 69 gpd Detail: 2011, 2012 Sump pump? ❑ Yes ® No Last date of occupancy: undetermined 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: l5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 260 Straightway Property Address Adrian and Elaine Maher Owner Owner's Name information is required for every Hyannis MA 02601 March 13, 2013 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: owner's agent 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•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 260 Straightway Property Address Adrian and Elaine Maher Owner Owner's Name information is required for every Hyannis MA 02601 March 13, 2013 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: Age: 10+ years. Certificate of Compliance issued 7/15/2002. (permit#99-865). Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 3 feet Material of construction: ❑ cast iron ® 40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Sewer line appears structurally sound with no evidence of leakage or backup into dwelling. Septic Tank(locate on site plan): Depth below grade: 1 feet Material of construction: ® concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 10.5 x 5 x 6 - 1500 gallon tank Sludge depth: 2 in t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 260 Straightway Property Address Adrian and Elaine Maher Owner Owner's Name information is required for every Hyannis MA 02601 March 13, 2013 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 32 in Scum thickness 2 in Distance from top of scum to top of outlet tee or baffle 9 in Distance from bottom of scum to bottom of outlet tee or baffle 13 in How were dimensions determined? Design plan Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Pumping not required at this time, but maintenance pumping is recommended every 2-4 years. Tank and tees appear structurally sound and functioning as intended. No evidence of leakage in or out was observed. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or(baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins•11/10 Tile 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System.Form - Not for Voluntary Assessments ,M 260 Straightway Property Address Adrian and Elaine Maher Owner Owner's Name information is required for every Hyannis MA 02601 March 13, 2013 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank (tank must be pumped at time of Inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete - ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No l5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �M 260 Straightway Property Address Adrian and Elaine Maher Owner Owner's Name information is required for every Hyannis MA 02601 March 13, 2013 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert at outlet invert 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.): D-Box appears structurally sound and functioning as intended. No evidence of leakage in or out was observed. Few solids in sump. No staining above the normal operating level was observed. 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.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins•11/10 Ttle 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,M 260 Straightway Property Address Adrian and Elaine Maher Owner Owner's Name information is Hyannis MA 02601 March 13 2013 required for every , page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ❑ leaching chambers number: ® leaching galleries number: 1 ❑ 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.): Soils above leaching gallery appear unsaturated. No evidence of surface ponding, breakout, lush vegetation, or other evidence of hydraulic failure was observed. An observation hole was dug into leaching gallery stone and no standing effluent or effluent contact staining was observed in the stone or overlying soils. 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•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts H W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments wM 260 Straightway Property Address Adrian and Elaine Maher Owner Owner's Name information is required for every Hyannis MA 02601 March 13, 2013 Y page. Cit /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.): 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•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts Title 5 Official Inspection; Form Sulisurfaee'Sewage Drsposal System Form,.-Not for Uolurtary Assessments 260.Straiglitway,. . _ « A perty Add Pro ress Atlnan and Elaine,-,aher Qwner Owner's Marne+ - - = - � information is H annis, requlred4oreve y. Y MA 02601, MaiCh 1.3; 201.3 -, page: City/Tgwn - _ State[_. Zip Code - - Date of`Inspectipn. D: System. , Iln;fi or,lrnation Sketch Of Sewage Disposals ysteM Provideaa view of the sewage disposal system,:inchiding ties.to at-least::twfl,permanent reference landmarks or benchmarks Locate al(`wells.within_"100 feet; Locate where public water supply enters the buildrng„Check,one of the;boxes,'below; hand;-sketch rn the area below drawing attached separately 77 Wj L.a_ H t NG �I 1G "r wR l5ms 'Tt/.10' Tlja 5 Official Inspection Farm:Subsurface Sewage OIsposal Sysle'm•;Paga 15 oF17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 260 Straightway Property Address Adrian and Elaine Maher Owner Owner's Name information is required for every Hyannis MA 02601 March 13, 2013 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: 10+ 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: 12/17/1999 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: Approved design plan on file with the Board of Health shows bottom of system to be 7.75 feet above the bottom of a test pit in which no groundwater or groundwater motting was observed. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins-11110 Tit'e 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments wM 260 Straightway Property Address Adrian and Elaine Maher Owner Owner's Name information is required for every Hyannis MA 02601 March 13, 2013 _ 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 t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 DEED RESTRICTION i WHEREAS, A. Leslie Kemenes & Marie-Helene Berrehar of 3347, Lauriault, Saint-Laurent, Quebec, Canada, are the owners of 260 Straightway, Hyannis, MA, duly recorded in Barnstable County Registry of Deeds in Plan certificate No. C149437; Jr or !r WHEREAS, A. Leslie Kemenes & Marie-Helene Berrehar 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 Barsntable County Registry of Deeds by recording this document, NOW, THEREFORE, A. Leslie Kemenes & Marie-Helene Berrehar do hereby place the following restriction on their above-referenced land in accordance with their agreement with the Town of Barnstable Board of Health, which restriction shall run with land and be binding upon all successors in title l .,:J.A,Sr r3ry, 1. 260 Straightway may have constructed upon the lot a house containing no more than two,(2) bedrooms. A. Leslie Kemenes & Marie-Helene Berrehar agree that this shall be permanent deed restriction affecting the house located on 260 Straightway, Hyannis, MA, and being shown on the plan recorded in Plan Certificate No. C149437. For title of A. Leslie Kemenes & Marie-He ene Berrehar see the following deed Plan Certificate No C149437. �,�' ?�o . to., 113'.�,$'_'a Executed as a sealed instrument this fifth day of December 1999 at Saint- Laurent, Quebec, Canada. �a �1 SIGNED : / A. Les i6 Kemenes Marie-H616ne Berrehar Province of Quebec - Canada. Then personally appeared the above named A. Leslie Kemenes and Marie-Helene Berrehar, and acknowledged the foregoing to be their free act and deed before me. 2. December 6, 1999 � C(mnmissioner of Oa 68,942 . TOWN OF BARNSTABLEI �y i LOCATION /` r /�l. CAS 'SEW GE # VILLA GECl�t/�dt>r3j� ASSESSOR'S MAP& LOT �� INSTALLER'S NAME&PHONE NO. ec�.r'��S' li�'C� �-C� J SEPTIC TANK CAPACITY. . . LEACHING FACILITY: (type) �rt1''fL� "� pprrsize) 7 e"C '4iGc B11 per` NO.OF BEDROOMS f / BUILDER OR OWN> k i��' i' t"eA PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: 1~,. ��•7J Feet Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility } I'rusate'Water SupplyrWe land Leaching Facility (If any wells exist site or witlun 200 fee P"' leaching facility) 1 Feet Ed e;of Wetland and Leachiag Facility (If any.wetlands exist within 30O,feet of leaching faciktyp ��� Feetw i� � •Furnished by '�� r t � p`C a s 9 I V No. [ O �J Fee � THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ;✓ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Application for Mig ogal * 5tem Cow5truction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. ZO s1l'4 ` ,f Owner's Name,Address and Tel.No. f W Assessor's Map/Parcel ; 4 0 G( 1,2.S ( � 'e V e vo e v, C5 Installer's Name,Address,and Tel.No. 1 I�'�C Designer's Name,Address and Tel.No. 't $'3 - 00'9 S? it i 40 w r� Ck K7 L n Q.f-V t k 3 Type of Building: Dwelling No.of Bedrooms_ Lot Size 1/) ;540 O sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons__ Showers( ) Cafeteria( ) Other Fixtures Design Flow �10 gallons per day. Calculated daily flow 3 3O gallons. Plan Date k 2"((`T Number of sheets Revision Date Title 5 1$ Q lbw 4 ZL O 5 T'Y ct Size of Septic Tank Type of S.A.S. Description of Soil hen � S_:fJ 44a —51 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental a and not to place th system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. 7 Signed !� Date Application Approved by e Date tZ-1- 7-Application Disapproved for the following reasons Permit No. 6 Date Issued IN, No. �� k" �� '—----z r' Fee -; -= THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes OR _PUBLIC HEALTH',.DLVISION -TOWN OF BARNSTABLE., MASSACHU,SETTS. W Yication for Mig oot * gtem Con.5tructionVilermit Application for a Permit to Construct( )Repair( ')Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. ( 1_ Owner's Name,Address and Tel.No. Assessor's Map/Parcpl C r �P D (P r Installer's Name,Address,and Tel.No. L.s C Designer's Name,Address and Tel.No. S �t1 t pdO �ic��L h C'4 �.pl ( ►1 �Q V 1 k lei, Type of Building: ' ?; Dwelling No.of Bedrooms 72- Lot Size 1 0 p—sq. ft. Garbage Grinder,( ) ` Other Type of Building No.of Pers nd s Showers( ) Cafeteria( ) Other Fixtures Design Flow 'AIU gallons per day. Calculated daily flow 3 30 gallons. Plan-Date tT I tf Number of sheets Revision Date Title ' 'S J E2 Q tun S40 1'V 4 1 (Size of,Septic Tank Type of S.A.S. ti t Description of Soil ^ ' f r Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental C e and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. 7 --/1'-0 a Signed Date -■+ •"' Application Approved by Date - Application Disapproved for the following reasons t Permit No. 7 - _ Date Issued 2 ' 7 —=------------------------------------ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS - Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal Syste Constructed( Repaired ( )Upgraded T m ( ) Abandoned( )by �'_"-' M rS C. Q Cf at 2 662 S aee.y has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction,Permit No. dated Installer {_ .,_,. ... 'Designer ..,., .,. �_.. . . _�. r�.:, 1. .., r The issuance of this pe t shall not be construed as a guarantee that the syste will fu tion as de i ed. Date �. r � InspectorJ. NO. �g - ---------------_----`----_--Fge Boa,----~— THE COMMONWEALTH OF MASSACHUSETTS �IPUBLIC HEALTH DIVISION - BARNSTABLE..MASSACHUSETTS. 'X Migogal 6p m Congtruction Permit Permission is hereby granted to Yns�uct( epair( )Up rade( )Abandon( ) System located at Z C� 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 't. �� Date: /2 - A c/� %CX� T pproved by W TOWN OF BARNSTABLE: C- LOCATION /' r t"C' tA-�a SEWAGE # VILLAGE__ L1A/0eVJS ASSESSOR'S MAP & LOT ;L(;8 0% INSTALLER'S NAME&PHONE NO. -Tam,13 ("Aa CC SEPTIC TANK CAPACITY , LEACHING FACII.I TY: (type) `�''ll—' 1 �9 X" jJ NO OF BEDROOMS rye r' �size) BUILDER OR OWNS PERIIWDATE: COMPLIANCE DATE: Separatian Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Private Water Supply WAf and Leaching Facility (If any wells exist tx 'site or within 200 feetf leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of l-e_aching faci ' /5-7 Feet Furnished by04 �� ck I TOWN OF BARNSTABLE THE T0� OFFICE OF BABaST.BL i BOARD OF HEALTH M11�� 367 MAIN STREET am k HYANNIS,MASS.02601 x I March 2, 1998 Mr. Arne Ojala Down Cape Engineering 939 Main Street Yarmouth, MA 02675 Dear Mr. Ojala: You are granted a variance, on behalf of your client A. Leslie Kemenes, from the Board of Health "330" Regulation to construct an onsite sewage disposal system at 260 Straightway Road, Hyannis, Ma., with the following conditions: (1) The dwelling is limited to no more than two (2)bedrooms. Dens, study rooms, finished attics, sleeping lofts and similar-type rooms are considered as bedrooms according to the Massachusetts Department of Environmental Protection. (2) The dwelling shall be connected to the public water supply. This variance is granted because the proposed home of two bedrooms is consistent with the other existing homes in the neighborhood. It is the opinion of the Board that the installation of one additional septic system which complies with Title V the State Environmental Codes in this area should not significantly alter the quality of the groundwater. Also, the Board is of the opinion that, although the proposed system does not strictly meet the nitrogen loading requirements in 310 CMR 15.214, the applicant achieved maximum feasible compliance because the use of an alternative-type system with nitrogen removal would exceed ten percent of the estimated real estate value. ojaia i In addition, this area is being explored for town sewer sometime in the future. Therefore, the Board of Health is of the opinion that you have achieved maximum feasible compliance. Sincerely yours, Susan G. Rask, R.S. Chairperson Board of Health Town of Barnstable SGR/bcs ojala NO. DATE r Z 7 fTWE> ` TOWN OF BARNSTABLE @o 0o I FEE (v ' OFFICE OF i BaaisrAsL$ RECEIVED BY T ��a D BOARD OF HEALTH 1639 367 MAIN STREET HYANNIS, MASS. 02601 VARIANCE REQUEST FORM All variances must be submitted FIFTEEN (15) days prior to the scheduled Board of Health meeting. NA.*1E OF APPLICANT TEL. NO. AJ)DRESS OF APPLICANT 334-1 OZN E A J NA14E OF OWNER OF PROPERTY oytO ti-(oy Ki.•►�.�o.•b SUBDIVISION NAME DATE APPROVED Z.$ ASSESSORS MAP AND PARCEL NUMiBER ZG 25 9 Co LOCATION OF REQUEST 1 Z.Co0 T►•4 9TV-4-tC-C SIZE OF LOT SQ. FT. WETLANDS WITHIN 200 FT. OF PROPERTY: Yes No� VARIANCE FROM.1'REGULATION(List Regulation) %_3 iK o�n-�'r" ;;p:F t!. FF1..J Fc N•7 l7l'�,c-1'�+�2P"i� � �j'�O �c f � /� ,v RCASGN FOR VARIANCE(May attach letter if more space is needed) g�� PLAN !'Olir COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VA.RI-A.NCE APPROVED NOT APPROVED !� REASON FOR DISAPROVAL Saran G. Rask Clhairma32 briar. R. Grady BOARD OF HEALTH l.OV.N OF BARNSTABLE tel.(508)362-4541 939 main street rt 6a yarmouth port fax(508)362 9880 mass 02675 down cape e/lgiaeerin.0 structural design civil engineers& land surveyors a Ame H.Ojala P.E.,P.L.S. Timothy H.Covell,P.L.S. land court David C.Thulin,P.E. surveys January 27, 1998 A. Leslie Kemenes site planning 3347 Rue Lauriault St. Laurent Quebec, Canada H4K 1T5 sewage system designs Dear Mr. Kemenes: 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 construction at 260 The Straight Way, Hyannis as follows: permits Town of Barnstable 330 Regulation : Proposed 3 bedroom dwelling to be constructed in WP District on a lot which is less than one acre. Said hearing will be held in the Hearing Room of the Barnstable Town office, 367 Main Street, Hyannis, MA on February 10, 1998 at 7:00 p.m. Sincerely, rah B. Ojala Down Cape Engineering, Inc. cc: Abutters file STABLE,\MASSACHUSETTS SESSORS MAPj-- S�t11 qo. \ !�✓ L00 ,l 2 UKAND ® er I POND . 9• 304 2.1 AC T07 .%O LC _ .66 AC. \ \ •SI AC \ \ /os S AtAc. w�►a ! i, f b i /`t� O / .•SAC S. IT2 95►c s 1T0 ITI ttAc• ,�.1,.17/y1 169 •► .RO►e 151 it qt /► / , 7e 1*10 r g t4Ac. �1 o Ac O ` / I!n'S IOnO 4c � 6 s \!bO a 1S2 � $ tlAC. 9B s6At• 41 r o 2•AG_ /JI Oi . z e 1 ,t4C 1 t1AC. 4 157 w 164 2Z .4r 4C.9q ,29P`C' � • -a w • 2'/P4 l00 I \ _ e 99156 22� 21AC \,b�, e' I 6�► 23rS ZjAL 13AC. b1 \ev 1• // l01 � I • / t9; g 2•►c. `•� 49 i o rOZ p2� .&SAC 2l�A C. rOZ,L y ~ Ar- r �� 2P0 f• art \OS I 124 125 .126 127 .F+ .17AC,. .17►C. .35 AC \23 �7AC� 2/6 2•►C 75 /3 75 4 0 OP .i4AC \2Z !9 DRIVE o .T•'�7AC i5 y1�' 71 17 d! 129 _.s'71► \e►c. '� 140 139 jr7 a% 10 m 1g AC. - Z rtsre '� 120 t o 129 ISB ;„ .IIAC. a � 1 , I 'S9 121 C .17AC. A7AC 119 27AC. 1A2 130 . .. 231 s,Ae A 2oAc. 20AC. 157 1 .27 it ITAL. o ,17AC _ :• 106 119 3 136 131 ' 2/3 26AC. .25AC. 143 19AC. .1T►c o IOT 1 B .29AC 117 •7 1E AC. ISAC 144 .`r � � .t6 0 d7AG 1 Nf°A °` ,i, 17Ac. Z 14 . IOB 116 4 132 1 ,4 b/`C � .YS .26AC. AG. 145 it AC. u s .23A6. 7 � u r ,°1. Z,28 21'S : I o9-I ® � loq K ft 4(p '�t'•'*`6c '�,`�•�. ZgAC- Z'S z6^c. ` m 146 1313 c i 271G 17AC 14 ? 110 115 . j .26AC. 326AC. 141 111 114 .26AC. a4 I at .Y6 AC. 1 let.(508)362-4541 939 main street.rt 6a fax(508)362-9880 yarmouth port mass02675 down cape engineering civil engineers& land surveyors structural design Ame H.OJala P.E.,P.L.S. Tlmothy H.Covell,P.L.S. land court January 27, 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 4260 The Straight Way,Hyannis designs Proposed 3 bedroom dwelling inspections Dear Board Members: The attached is a request for a variance from the"330 regulation". The Kemenes'wish permits to construct a 22' x 38' three bedroom retirement/vacation home on a 10,800 s.f lot at the above-referenced location. This lot lies with a"WP District" as shown on the "Town of Barnstable Revised Groundwater Protection Districts",dated April 1993. The surrounding area already includes 3 and 4 bedroom dwellings according to a Hyannis real estate agent. Additionally,the lot which lies immediately south and downgradient of the Kemenes' lot is a Town drainage lot, which cannot be built upon. Combined area for both lots is .79 acre. Groundwater is estimated to be approximately 9' +/-below the proposed leaching facility. Locus lot is known as Lot 80 on Land Court Plan 11328B,dated 1928. The Kemenes'are under a purchase and sales agreement at this time. The Kemenes', who are from Canada, are restricted as to their stay in the United States. to 182 days per year. Until their projected retirement in 10 years,their use of the house will be, realistically, far less than the 182 days allowed them. There are no plans to rent out the house. The Kemenes'are interested in preserving the lot in as natural condition as possible; consequently there will be no sod and limited amounts of grass. They have asked us to locate every tree on the lot so that they can plan to save as many as possible. On behalf of our clients, we are requesting a variance from the Town regulation to allow a 3 bedroom house on less than an acre of land within a WP District. In that the area readily supports 3 and 4 bedroom homes,and that this lot has a better than 1/2 acre lot to the south which is unbuildable, we feel that the addition of another 3 bedroom dwelling(with part-time retirees and occasional children to visit)will not appreciably add to the nitrogen concentration in the area. To deny the variance would cause manifest injustice in that the lot would be virtually unsaleable if only a 1 bedroom dwelling was allowed. Very truly yours, (� Arne H. Ojala,PE,PLS Down Cape Engineering,Inc. cc: A. Leslie Kemenes abutters to Map 268,Parcel 96 95 Betty L. Dandaneau,266 Straighway,Hyannis 0601 97 Town of Barnstable (Mun), 367 Main St.,Hyannis 277 Guido Piccirillo Tr.,Piccirillo Fam. Trust, 10 Janvrin Rd.,Hampton,NH 03342 278 it it if 201 Barnstable Water Co., Old Yarmouth Rd.,Hyannis 22' 0" 4' 0" 3' 3" 2' 10" 3' 6" 2' 5" 10' 0" r � rl N Z P '� O CXJ� N U? — 2r r 0— — - N O 417 Cli X N D - Cu -A O _ 1:1Z � � � � 4" - w OO _ C� �/2 r c l X rn C W o -P- 00 o �w r2' cn oo _ --- 8' 8" 3' ON - 2, 6" } m J _ o _ O � DOD X x0_+ cW 07 Ocn r 0 Z v ,r n ce N 2 X5 = CD = N 00 ----;--- _ O O7 -Q II CA O 00 co _ _ O 00 O �I -- ----- --2-r 6 ---- -- -- -- ---- - O D WN --0 - z Cn 01) --b cry ` - �0 5 Orr 3, 8u / — _ =� — / 7' 0" W \ 00 00 N r co rn � / o c� w � m o \ � rn x r, - Cl� 00 U1 �, - _ / VAULTED CEILING �'\ 00 w / \ m Omm D Y-�im D � n>- r N G-) -� D X C7 U) cc) X CC) m N =4-U7 TJ = N n -P m O 0 CUSTOMER FILE : DATE : DESS . 5 MODULE X IN E _ _ g_q�gp 03 10/99 LESLIE AKEMENES M - / SEPTIC PROFILE TEST HOLE LOGS T 3s,5 O.F. AT EL. . ,, ACCESS COVER TO WITF,'iN 8' OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER: MINIMUM .75' OF COVER OVER PRECAST �WITHIN 6' OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 30 o WITNESS:RUN PIPE DATE: ' '-1 FOR FlRST LEVEL 2' DOUBLE WASHED PEASTONE `� 2q PROPOSED ��•'a 3' MAX. PERC. RATE = Ly �'I ��� �� ST S GALLON SEPTIC ze, z�.�g CLASS SOILS P# sum +ee a TANK (H- 10 ) GAS BAFFLE �8.1 00 -; Eloo000000 ( yX SLOPE) 8" CRUSHED STONE OR MECHANICAL u ,S, 0 0 0 0 a 0 0 0 0 1 /y 0000 0 0 0 0 o ELEV. ELEV. i COMPACTION. (15.221 [2]) 2' 0 0 0 00 00 0 0 0 24. 0„ y y " '� DEPTH OF FLOW " �� _ 0_ TEE SIZES: ( SLOPE) 3/4 TO 1 1/2" DOUBLE WASHED STONE A A INLET DEPTH �� " (p `' �-• 1.s Y�3/ :.e.t a.�-,'.-. _ � �� `" 15"Ii2"'f ____ LOCATION MAP SCALE 1" OUTLET DEPTH = �- = 20 0 0 FOUNDATION 13 SEPTIC TANK --- `I- D' BOX LEACHING ! ) ASSESSORS MAP �'3 PARCELFACILITY ZONING DISTRICT: 1,2, 8 YARD SETBACKS: FRONT = yn' SIDE = I \ � REAR = k O \ 17. -Al �t b/. PLAN REF. -j- \ �� vt, FLOOD ZONE: 4 t I.ali • P¢0- ,,� zx-x I ; �flv , Do►,(r.� I oFF , tvT I i� • G�Rom►til r) r�`/ �q,t�' W� '1"1 A a✓r'' J o `,r,,v,� I� — -v r / f ���� �o(� : s,,�� iL ��ft,�E.✓1 1+-i r-='1 ��� I-l.o � ,�,-�R,�> � ���1 ��� ►� �� ,> NOTES: S T1, 6, �,��. �. k91i Sa SEPT!C DESIGN: (GARBAGE DISPOSER IS Hof 1. DATUM IS �� UC o I01 V00 kl_ 5.�. DESIGN FLOW: v BEDROOMS ( GPD) _ ? z�GPD 2. MUNICIPAL WATER IS Lva �-r'�L-cam �o \ fir, �,L,✓ �,\ :I �` USE A _Zzu GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO 6E 1/8" PER F00T. a, SFOTIC TANK.: ?20 GPD ti ) =_ •4 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 12 5. �/1 _ -_-�__ -r --- - --- t.i. n nr .n t)nTrn+ir.l.tT PIFE ° " \ \ v �� L �'? .. i USc A -�-5 U O GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. -�o \ \� ) �`�; •, j LEACHING: ENVIRONMENTAL CODE TITLE V. -Ml \ /U ( ~E� \ -SIDES: - 1� `' �'�`�� s'3 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE _ USED FOR LOT LINE STAKING. BOTTOM: �7'� �g 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 1a' TOTAL: "20 Z-- S.F. S z-3.5 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. F \ �1,, 1 � zI, �,.����� PTs�,Gzti ► ' �[�► � t> ,�� �., 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. Al LEGEND SITE AND SEWAGE PLAN 100.0 PROPOSED SPOT ELEVATION OF 100x0 EXISTING SPOT ELEVATION IN THE TOWN OF: FTkwt FfQ --- PROPOSED CONTOUR Vv EXISTING CONTOUR PREPARED FOR: N C Ii� '`✓ , .i %� ;-� ;. `\ I0 HOARD OF HEALTH j \ — MA SCALE: I� 20 DATE: �� r I Z�I 1�1o19j Q�.rc p �r.`'-(it��1~I o r-1� (z(�4 rl i ¢-ice O APPROVED DATE -- V I H I�1►--I =t VO T J� '�O �°` IL1'i� v� ����111 � 3 F"`_ '"°' -Z C.2> off i- t�ic. bra 7,,1 r�►.-S s+1�L 1/a�%t foxb�06 3362 Oho 1>d Of I./14 H a t✓1• A H. '� ARNE�y�. dawn cape engineering, inc. gvlL � wALA o, t4w 3073i2 No.26348 CIVIL ENGINEERS fGt rtiRtilz a��� �� �rStENos�4 LAND SURVEYORS �s� L v R-�P-� —t. (�-��ZJ,w�,1 ti.. � �1_.� P La.-.�._�. 2 PAR-• Du-�-- z T lI `'`'''`�4 O tJ T AA 1-4 �' 4 °39 main st. yarmouth, ma 02675 — JOB �'� © I 7� ARNE H. OJALA, P.E., P.L.S. DATE • SEPTIC PROFILE , •' TEST HOLE LOGS T.O.F. AT EL. 7,b, 5 —--_ - ------- — -- ---- .. _ ' ACCESS COVER TO WIT!-;iN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER: WITHIN e' OF FIN. GRADE 2 ,,5 4 MINIMUM .75 OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM WITNESS: --- ----- ----- ----- -- --- DATE: _RUN PIPE LEVEL Y DOUBLE WASHED PEASTONE FOR FIRST 2' PROPOSED t 5�a f 3 MAX. PERC. RATE - ( � y r GALLON SEPTIC �Z- 'Z r« — ZZ .J CLASS �_ SOILS P TANK (H- 1° ) GAS ` -, - -_-- — ------ ._ -_ - - s BAFFLE Z 2.75 - 0 0 � C� � 0 0 0 0 0ED00 0 a000 c' 47t ( x SLOPE) �__6" CRUSHED STONE OR MECHANICAL — ---- — 0 0 0 Q 0 0 Q Q 01 Q ELEV. � ELEV. COMPACTION. (15.221 (2]) --` 2' 0000 a SL� CJC7 0 DEPTH OF FLOW — - - '- - °" ti 5 '�' f (_L% SLOPE) ( % SLOPE) TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE A. r -°° � �� •L� --- -- iNL,ET DEPTH � { ", L (p 4 �-� '[ s'r+� ';Z --- — {/ L` � "��'� LOCATION MAP SCALE 1" - ,- OUTLET DEPTH L I _— Pj ---- -- - L� i LEACHING _r s �, ��✓ ASSESSORS MAP <'- PARCEL FOUNDATION-- "' ► ', l V --- SEPTIC TANK ---- L -- --— D' BOX ------ --- v —_-- FACILITY ---- - ---- - 1 ZONING DISTRICT: 6 YARD SETBACKS: FRONT SIDE ' _ REAR PLAN REF. ;r FLOOD ZONE: NOTES: is N; Wa r 2 2� i6•a La SEPTIC DESIGN_ (GARBAGE DISPOSER IS_�I��_Aw,�_w.r ) 1 . DATUM IS �'6he ��� Y�`''�r� SO DESIGN FLOW: BEDROOMS (-" '1��'�,_GPD) _ GPD 2. MUNICIPAL. WATER IS p l � too I— 5�- USE A GPD DESIGN FLOW 3. MINIMUM PI . 1. PE PITCH TO BE 1/8" PER FOOT. 91 SEPTIC TANK: GPD 4. OFSIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H— 5. PIPE JOINTS TO BE MADE WATERTIGH I. t " %�•0 4 \� ��y �� `' USE A GALLON SEPTIC TANK �--- 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. LEACHING_ ENVIRONMENTAL CODE TITLE V.7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE SIDES: ----'-( °1__-___ C Z 1 —u USED FOR LOT LINE STAKING. _ 0 �`� �� � .� �ti' \` / BOTTOM: -- � 3--�� �.- � � —`' 1- 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. • 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT TOTAL: - = S.F. '%'i eta GPD � 5oa ��� _. ��1fl.r� � �Ft� •� INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED \ �Ar.�l� r .c�a►u�-J FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR 5 \ \ ✓,�,t~ �� TO COMMENCEMENT OF WORK. LEGEND SI TE AND SEWAGE PLAN f \ 100.0 PROPOSED SPOT ELEVATION OF { 100x0 EXISTING SPOT ELEVATION IFS THE TOWN OF: ��- -0 PROPOSED CONTOUR \. -- --- 100 — — EXISTING CONTOUR PREPARED FOR: .� : �•°• }I 11 BOARD OF HEALTH j -- - - ------- —— MA SCALE: i Lfi DATE: APPROVED DATE off 506--362-4541 fox S06 362-OW tH Of Of yARNE H. G ,���1 ARNE R'\�s 1 gy :2,_,.' t down cape engineering, inc. 04ALA CIV It O,;AIA "'�:'' . 'w•c.=s.�•'��.M �. �1 f CIVII ENGINEERS L N0 3p192 / Na. 363411 � �oR+A �% • �� AND SCTRVEYORS Fssr� �`�-' t Aos r-1 c. t2 sr��a. 1 fs- B ,.(-Q P,,1.�rl '�• t',� � - ,t. / - - v 939 main st. yarmouth, ma 02675 ARNE H. OJALA, P.E.. P.L.S. DATE JOB# =? + z-