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Home My WebLink About0027 TANAGER ROAD - Health 27 Tanager Road Hyannis A= 268 - 026 i` Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 27 Tanager Road Property Address Boris Greenberg Owner Owner's Name information is required for Hyannis MA 02601 October 24, 2011 every 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: A. General Information When filling out forms on the i computer,use 1. Inspector t only the tab key to move your Patrick T. Sullivan cursor-do not _— use the return Name of Inspector key. Ready Rooter, Inc. Company Name =Z P.O. Box 371 Go Company Address Sandwich MA 02563 w Citylrown State Zip Code 508-888-6055 SI 12843 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 October 26, 2011 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. t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 1 l f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,.' 27 Tanager Road Property Address Boris Greenberg Owner Owner's Name information is required for Hyannis MA 02601 October 24, 2011 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® 1 have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B) System Conditionally Passes: ❑ One or more system components as described in the "Conditional Pass"section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no" or"not determined" N, ND)for the following statements. If"not. determined," please explain. The septic tank is metal and over 20 years o * or the septic tank(whether metal or not) is structurally unsound, exhibits substantial i Iftration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is eplaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass insp ion if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the to is less than 20 years old is available. ❑ Y ❑ N ND (Explain below): t5ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 2 f Commonwealth of Massachusetts Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 27 Tanager Road Property Address Boris Greenberg Owner Owner's Name information is required for Hyannis MA 02601 October 24, 2011 every page. City/Town 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'han 4 times a year due to broken or obstructed 1(P se iP . The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Require/be nd of Health: ❑ Conditions exist which require ftion by the Board of Health in order to determine if the system is failing to protect safety or the environment. 1. System will pass unless Bh determines in accordance with 310 CMR 15.303(1)(b)that the system ining 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•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 3 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 27 Tanager Road Property Address Boris Greenberg Owner Owners Name information is required for Hyannis MA 02601 October 24, 2011 every page.' CityfFown 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 trib ary to a surface water supply. ❑ The system has a septic tank and SAS nd the SAS is within a Zone 1 of a public water supply. J ❑ The system has a septic tank and S S and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS d 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 wate analysis, performed at a DEP certified laboratory, for coliform bacteria indicates absent and the pr sence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no her 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 Y2 day flow t5",<-09M Tide 5 Officla!Ins Aer bon Form:Subsurface Sewage Di<�ss__t System •Page 4 of 4 Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 27 Tanager Road Property Address Boris Greenberg Owner Owner's Name information is required for Hyannis MA 02601 October 24, 2011 every page. Cityrrown State Zip Code Date of.Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or 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" o "no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is withi 400 feet of a surface drinking water supply ❑ ❑ the system is wi in 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is ocated in a nitrogen sensitive area (Interim Wellhead Protection Area—IWP ) or a mapped Zone II of a public water supply well If you have answered "yes"to ny question in Section E the system is considered a significant threat, or answered "yes" in Section above the large system has failed. The owner or operator of any large system considered a signifi ant 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 re. innni nffirP of tha npnartmant t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 5 of 5 l Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M 27 Tanager Road Property Address Boris Greenberg Owner Owner's Name information is required for Hyannis MA 02601 October 24, 2011 every page. City/Town 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): 3 Number of bedrooms (actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 GPD t5ins-09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 6 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 27 Tanager Road Property Address Boris Greenberg Owner Owner's Name information is MA 02601 October 24 2011 Hyannis , required for y — 4 every page. CityfTown 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 Seasonal use? ❑ Yes ® No Water meter readings,if available (last 2 years usage (gpd)): 2009= 146 GPD 2010= 136 GPD Detail: Property has been vacant since April 2011. Sump pump? ❑ Yes ® No Last date of occupancy: April 1, 2011 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 pre nt? ❑ Yes ❑ No Non-sanitary waste discharg to the Title 5 system? ❑ Yes ❑ No Water meter readings, if vailable: t5ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 7 t Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 27 Tanager Road Property Address Boris Greenber Owner Owner's Name information is Hyannis _ MA 02601 October 24, 2011 required for '--` State Zip Code Date of Inspection every page. City/Town D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Owners records: Pumped 2008 Source of information: 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•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 8 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 27 Tanager Road Property Address Boris Greenberg Owner Owners Name information is required for Hyannis MA 02601 October 24, 2011 every page. City/Town State Zip Code Date of Inspection D. System Information (cunt.) Approximate age of all components, date installed (if known) and source of information: System installed January 7, 1986. Certificate of Compliance on file at Board of Health. Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): 19,E Depth below grade: feet Material of construction: ❑ cast iron ® 40 PVC ❑ other(explain): Distance from private water supply well or suction line: N/A feet Comments (on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): Depth below grade: 11" feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene y El 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: 8.5'X 4.5'X 4.5' 1000 gallons Sludge depth: 1° t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 9 Commonwealth of Massachusetts MAMA Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 27 Tanager Road, Property Address Boris Greenberg Owner Owner's Name information is required for Hyannis MA 02601 October 24, 2011 every 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 35" Scum thickness 0" Distance from top of scum to top of outlet tee or baffle 12" (Not at operating level) Distance from bottom of scum to bottom of outlet tee or baffle How were dimensions determined? Tape measure and dip tube. Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Inlet PVC tee and outlet concrete baffle in place. Liquid level is10" below outlet invert. Property has been vacant. Recommend checking operating level once house is occupied. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑/eerglass ❑ polyethylene ❑ other(explain): Dimensions: • Scum thickness Distance from top of scum to top outlet tee or baffle Distance from bottom of scum bottom of outlet tee or baffle Date of last pumping: Date t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 10 Commonwealth of Massachusetts F Title 5 Official Inspection form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 27 Tanager Road Property Address Boris Greenberg Owner Owners Name information is Hyannis required for Y MA 02601 October 24, 2011 every 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 ❑ fi erg lass ❑ 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•09108 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 11 of 11 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 27 Tanager Road Property Address Boris Greenberg Owner Owner's Name information is required for Hyannis MA 02601 October 24, 2011 every 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 0" Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): Light root intrusion into d-box. Not affecting system operation at time of inspection. No solids carryover. No high water staining over outlet invert. Riser brings cover within 6"of grade. t Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No Comments(note condition of pump /bber, ndition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins•09l08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 12 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 27 Tanager Road Property Address Boris Greenberg Owner Owner's Name information is required for Hyannis MA 02601 October 24, 2011 every page. City(rown State Zip Code Date of Inspection D. System Information (cont.) Type: ® leaching pits number: 1-6'X 6'w/ stone. ❑ leaching chambers number: ❑ 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.): Leach pit empty at time of inspection. High water staining approx. 3' below invert. No sign of past hydraulic 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 inflo ❑ Yes ❑ No [Sins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 13 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 27 Tanager Road SV' Property Address Boris Greenberg Owner Owner's Name information required for rirts re9 Hyannis MA 02601 October 24, 2011 every 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.): Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments(note condition of soil, Sig of hydraulic failure, level of ponding, condition of vegetation, etc.): I t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 14 Commonwealth of Massachusetts y Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 27 Tanager Road Property Address Boris Greenberg Owner Owner's Name information is Hyannis MA 02601 October 24, 2011 required for y every page. City/Town 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 i l J 1 � 1 f-L 33 r 3 F t5ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 15 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 27 Tanager Road Property Address Boris Greenberg Owner Owner's Name information is required for Hyannis MA 02601 October 24, 2011 every page. Cityrrown 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: >5feet 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: 1985 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: ma.water.usgs.gov terraserver-usa.com You must describe how you established the high ground water elevation: No ground water found during test hole (1985). No ground water intrusion into empty leach pit. Accessed local ground water contours and topo mapping. No high ground water in area of system. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 16 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 27 Tanager Road ` Property Address Boris Greenberg Owner Owner's Name information is required for Hyannis MA 02601 October 24, 2011 - every 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-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 August 8; 1985 Thelma S. Maddalena and -Ruth Guafcelllo' Trustees of.the Maddalena Family Trust 211 Pine Street ' Centerville, MA. 02632. Dear lis. Maddalena and'.Ms. Guarcello: .You are granted a vaaiance''from the Interim Board of Health Regulation requiring one acre ,;lots for estimated sewage•flows'of 330 gallons',daily. "variance is for•Lot ,21, Tanager Lane,-West Hyannisport (P `B lan ook 156, Page.93).' You will be required to meet the following cotiditions: (1) The on sewage systeat`must be instalied in strict accordance with the submitted plan. (2) . The designing engineer must be on site and supervise.•construction ,of 'the eaptic system and certify in' writing to the Board of Health that his design has been strictly adhered,to prior to the iusuance of a Certificate of Compliance. (3) ..The drelling trust be connected to public'watet and it is recommended.that water saving'devices be installed on all-fixtures. ; (4) All regulations contained in Title 5, of_the State Environmental Code, and the Town of Barnstable Health Regulations must be'strictly adhered to.. (5)' This variance expires September 1;1986. 1t was the.:opinion of the. Board that the gtaating,of this variance would not, significantly contribute to existing,ground.,water prgbleme in this zone of contribution. Very truly yours, , Ro rt L. ilde Chairman . BOARD OF HEALTH TOWN.OF BARNSTA'BLE ' . JMK/mm cc:, Mr. J.`Douglas Murphy ' No. • DATE TOWN OF BARNSTABLE FEE �.� . THE TOE 7/L .OFFICE OF eeaNAM BOARD OF HEALTH I 367 MAIN STREET 0 Y�Y�' l.-►r' HYANNIS, MASS. 02601. VARIANCE REQUEST FORM All variance requests must be submitted five (5) days prior to the scheduled Board of Health meeting. NAME OF APPLICANT Maddalena Family Trust TEL. NO. 775-0244 ADDRESS OF APPLICANT 211 Pine Street, Centerville, NSA 02632 NAME OF OWNER OF PROPERTY Thel�na�.S Maddalenat�.and�,,:Ruth;. Guarcello,Trustees of the Trust SUBDIVISION NAME 'Pine Oaks Ac-res DATE APPROVED -July 6 , 1960 LOCATION OF REQUEST LOt 21, Tanager Lane, W. Hyannisport. (Plan Bk 156 , Pg- 9.3) .• _ Restricting individual sewage disposal VARIANCE FROM REGULATION (List regulation) system within zone -of contribution 3. To install an onsite subsurface disposal system in accordance VARIANCE REQUESTED !(Specific -request)with: a plan entitled• 'Lot • 21-:Tanager-Road W. Hyannisport MA. for 'Plyymouth- Bayy Development ELL-IS & THULIN INC. LAND SURVEYORS AND LVIL' ENGINEERS EAST SANDWICH, MASS. -Proposed Plot- Plan" 'two copies of which are attached hereto. REASON FOR VARIANCE (May attach letter if. more space needed) See -Attached- Statement of _ Reasons PLANS - Two copies of plan must be submitted clearly outlining variance requested. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPPROVAL Robert L. - Childs, Chairman Ann Jane Eshbaugh _ Grover C.M.. Farrish, M. D. BOARD OF HEALTH I TnLTm nT: RADMQTART F 1 STATEMENT OF REASONS The applicant requests a variance from the current restriction prohibiting the construction of an individual sewage disposal system within zone of contribution number 3 on the map entitled "Town of Barnstable, Public Supply Wells Zone of Contribution, dated Februar 19 1985 and prepared b SEA Consultants Inc. Boston Y � P P Y , MA. , " for the following reasons: y 1. Connection to town sewer though perhaps technically "available" would require the installation of in excess of one-half mile of sewer main at a cost and expense that would tremendously exceed the value of the lot for which a variance is sought. In addition there is no assurance that connection to town sewer is literally available even if it were financially practicable. 2 . Enforcement of the restriction would do manifest injustice for the reasons that it would render this lot literally unbuildable owing to the cost that would be required to bring in municipal sewerage, if available. , 3. The remainder of the subdivision as well as adjacent sub- divisions have been developed with single family homes and the premises in question are virtually the only lot in the surrounding area which would suffer the consequences of a prohibition against onsite disposal system. 4. The dwellings on the adjacent lots are serviced by town water, and insofar as the applicant is aware all homes in the neighbor- hood are serviced by town water. 5. In the development of the surrounding area, and the absence of further developable land within the neighborhood, a variance granted for the premises will not create a precedent for further development. 6. In view of the numbers of onsite disposal systems in place within the neighborhood the addition of an onsite system on the premises would have an insignificant effect on surface or subsurface water resources. I MURPHY AND MURPHY TELEPHONE AREA CODE 617 HENRY L. MURPHY, JR. COUNSELLORS AT LAW 775-3116 J. DOUGLAS MURPHY 243 SOUTH STREET NOTARY PUBLIC LOCK DRAWER JEFFERY JOHNSON HYANNIS. MASSACHUSETTS 02601 T. DAVID HOUGHTON G. ARTHUR HYLAND, JR. July l8, 1985 OUR FILE NO. 6728 Robert L. Childs, Chairman Board of Health Town of Barnstable 367 Main Street Hyannis, MA 02601 Re: Variance Request, Maddalena Family Trust-premises at 21 Tanager Road, W. Hyannisport, MA Dear Mr. Childs: Enclosed kindly find a Variance Request Form together with the two 'copies of a proposed subsurface disposal system and my check in the amount of $25. 00 to cover the filing fee. Would you kindly schedule this matter for hearing at the earliest available meeting of the Board of Health. Please advise me of when this matter may be scheduled for hearing. X rely, ?04 J. Doglas Murph JDM:ap Enclosures cc: Thelma Maddalena, Trustee, Maddalena Family Trust No. DATE POSINE T TOWN OF BARNSTABLE FEE OFFICE OF BARIST M"& BOARD OF HEALTH riva a N��w�� 367 MAIN STREET HYANNIS. MASS. 02601 VARIANCE REQUEST FORM All variance requests must be submitted five (5) days prior to the scheduled Board of Health meeting. NAME OF APPLICANT Maddalena Family Trust TEL. NO. 775-0244 ADDRESS OF APPLICANT 211 Pine Street, Centerville, NSA 02632 NAME OF OWNER OF PROPERTY -The4.mar:S. Ma;ddalenarl..and/ Ru-th.. ,Guarcello,Trustees of the Maddalena FamT1y- TrUSt SUBDIVISION NAME Pine Oaks Acres DATE APPROVED July 6, 1960 LOCATION OF REQUEST Lot='21, Tanager Lane, W. Hyannisport (Plan Bk 156, -Pg- 93) Restricting individual sewage disposal VARIANCE FROM REGULATION (List regulation) system within zone -of• contribution 3-: - - To install an onsite subsurface disposal system in accordance VARIANCE REQUESTED (Specific request-)with- a plan entitled- "Lot 2-1-Tanager---Road i W. Hyyannispport MA. for Plymouth BayDevelopment ELL-IS & THULIN INC. LAND SURVEYORS .AND 6IVIL ENGINEERS EAST ANDWICH, MASS.- -Proposed Plot- Plan" two copies of which are attached hereto. REASON FOR VARIANCE .(May attach letter if more space needed) See -Attached- Statement of Reasons PLANS - Two copies of plan must be submitted clearly outlining variance requested. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPPROVAL Robert L.- Childs, Chairman Ann Jane Eshbaugh i Grover C.M.. Farrish, M. D. BOARD OF HEALTH --R STATEMENT OF REASONS The applicant requests a variance from the current restriction prohibiting the construction of an individual sewage disposal system within zone of contribution number 3 on the map entitled "Town of Barnstable, Public Supply Wells Zone of Contribution, dated February 19, 1985, and prepared by SEA Consultants, Inc. , Boston, MA. , " for the following reasons: 1. Connection to town sewer though perhaps technically "available" would require the installation of in excess of one-half mile of sewer main at a cost and expense that would tremendously exceed the value of the lot for which a variance is sought. In addition there is no assurance that connection to town sewer is literally available even if it were financially practicable. 2. Enforcement of the restriction would do manifest injustice for the reasons that it would tender this lot literally unbuildable owing to the cost that would be required to bring in municipal sewerage, if available. 3. The remainder of the subdivision as well as adjacent sub- divisions have been developed with single family homes and the premises in question are virtually the only lot in the surrounding area which would suffer the consequences of a prohibition against onsite disposal system. 4. The dwellings on the adjacent lots are serviced by town water, and insofar as the applicant is aware all homes in the neighbor- hood are serviced by town water. 5. In the development of the surrounding area, and the absence of further developable land within the neighborhood, a variance granted for the premises will not create a precedent for further development. 6. In view of the numbers of onsite disposal systems in place within the neighborhood the addition of an onsite system on the premises would have an insignificant effect on surface or subsurface water resources. ASSESSOR'S MAP NO.,446-0 ARCEL al 1 6 �- - LOCATION SEWAGE PERMIT NO. VI`LLAG E INSTALLER'S NAME i ADDRESS wi!;-eo �� (ZS BUILDER OR OWNER N C11- AAitGP- S DATE PERMIT ISSUED � � af DATE COMPLIANCE ISSUED II1 I � x A t A LO C A-T ION S E.W A G E PERMIT. N0. alk� L 7-r4Mrd6 VILLAGE .��—aalP 1N,S,TA LLER'S NAME i ADDRESS BUILDER OR' OWNER D=AT" E PERMIT 'ISSU=E'D DkTE: COMPLIA,NCE.. ISSUED `J �` i fV t - THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ........ . ...._.._................O F......................................................................................... P f>axiuiiai Works CnixriDn rruti# "Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System,at: ` ...... .... ..._..._ t .... - �6/� MSS .............................................................---•--- ----...--•-•-- oca �}f� ..... .9 yld st RS 4�;�J:r_•__... _• or Lot No. ._........-• _ .....__--_°_..._•�--_.(...........-1-�--...----•................... _ ......•--•--••-•-- - -•-•--•.....-•-•----•---............................. Owner Address ..................................... ----••-••-..........-••-••.•..t.•D••.•--•--•Sq.•••---- Installer Address d Type of Building Size Lot....�a�__ O .. feet aDwelling—No. of Bedrooms�_j�_____ ___ _________________________Expansion Attic ( ) Garbage Grinder (6C7) p, Other—Type of Building __O.V.P_____....�"_'l&NO. of persons____________________________ Showers (�) — Cafeteria ( ) a' Other fixtures -------------------_______________ Design Flow________________________________________....gallons per person per day. Total daily flow_._._...___._._� �_9 .................gallons. W WSeptic Tank—Liquid capacity.,ld gallons Length................ Width................ Diameter_______.________ Depth................ x Disposal Trench—'No..................... Wi th_ _... ....... Total Length.___.______ __. _. Total leaching area .....__ sq. ft. Seepage Pit No_____________________ iameter._!Q_. Depth below inlet____-- Total leaching area_._ ..sq. ft. Z Other Distribution box (t/) Dosing tank ( j ,� f -------- '� Percolation Test�te lts Performed by______________ __l't�"1-r� __..___.__._.� ._.. .0� Date.....!.-4. ___�5 a�' ----• De th to ground water_faQ_1U�1T�2 Test Pit No. l�?�'% __.minutes per inch Depth of Test Pit_____i+___ __ p gr Test Pit No. ,f _ ._minutes per inch Depth of Test Pit._..._Za_��_._�.. Depth to ground water j?--- U4.lwE,IZ a •-••-•----••----••---------•-------•-•--•-----------------------------•--•---•••-•-••••---•-••-_............................................................. 0 Description of Soil............�Q............. i!tc�D.---- x W :1-f!: U Nature of Repairs or Alterations—Answer when applicable_________________________________________�__.___.._.. �.........__.. -...............................................---••--••-----__-•-- -•------•••------.._....••----•-----------•----••-----•----•- Agreement: `� _ The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITL LE . 5 of the State Sanitary Code The undersigned further agrees not to place the system in operation u til a Certi of Compliance has been issu t a of health. Signed _._._._ ... '< - --- _.._. ...---•-•.................•-•••--•.....- _3 s� .... A cation A roved B ...•---...--••-----•----•..............•-------••-••--••-- ........................ •..._...._-------D••e----- PP P Y._... Date Application Disapproved for the following reasons---------------•-----•-----------••--•---------------•-••---...--------------•-------------...---•--....._•_..._ -------------------------------------�s^-:-----��---...------------------------------------------.........-------------------�----�--.............0- Vie!'............................... Date PermitNo.....- ..........•-- Issued_ ............................................ Date No....................... FtI;B....:>... . ~ THE COMMONWEALTH OF MASSACHUSE17S " BOARD OF HEALTH ..............:... .............._-OF.......................................................................................... Appliration for Disposal Works Tonstrudion Orrutit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal . System at: ROAD D ............. � ..�..Z.1... Locatio-••---d••S ._............_....... .................................. •---or Lot No..............................».......... :a r �,�:, Owner. Address a - ---------- ------- - ...... .. -.............. ........ ................ Installer Address Type of Building Size Lot____,/V,�2.dd......Sq. feet Dwelling—No. of Bedrooms�__j..... .�___ .... ...............Expansion Attic (GO) Garbage Grinder ( � '4 04 Other—Type of Building (N b ! 1kh1o, of persons............................ Showers — Cafeteria 04 Other fixtures _______________________________________________ WDesign Flow............................................:gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity..%�''_ gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench.—No. .................... Width_. ___ ....... Total Length_____.........-:.. Total leaching area.__...�..._jr._.. Sq. ft. Seepage Pit No..................... Diameter...�L_ Depth below inlet-•-•j_ . Total leaching area..>�1G!••-•---sq• ft. Z Other Distribution box (, Dosing tank,( r Percolation Test Re is Performed by.............: :-1____.d .�._.._.____._..._,. �._......:.. Date_ ',,`�a Test Pit No. 1 __ inutes per inch Depth of Test Pit..... ;�"°'. Depth to ground water.l _ C_.�t1lf l fZ l minutes per inch Depth of Test Pit_____. Depth to ground water�% c LL, Test Pit No 1-_ f ,!✓,__1.U.4 r,E rZ x -•• ..............................................._... ............_...-•------•--------...-------•••••-••-----•----...--------••- ODescription of Soil............ �F-.-.Z).------•-----:.412�D....•.............................................................................................................. W ---•••••••-•-•---••--•------••••••-•-••••-•-••-•-••••-••••----•-•-••••••-•••-•••-•-••--•---•--•=••-•••-•--••-•---•--•• .........•---------•------------------------•--_____--•-•••-•-------------•-•- xNature of Repairs or Alterations—Answer when applicable_____________..._______._._._...._....._..___.._.....__..:._:______-___________________........ .....................�irz?i Yam. ;= -,................ }. .12 '..........P.� �. 6 ...f�. .._._....__�,..... .........._..:._..... Agreement: l The undersigned agrees to install the aforedescribed Individual Sewage Disposal System.in accordance with the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation u it a Certi' of Compliance has been issu t ar of health. Signed f. .<✓,. �1 _/3Q..? :._. D e Application Ap roved By.. a,.._....-•-•••-=--•---•....------•-•---•••--.......-••.............. ! Date Application Disapproved for the folloudng reasons:.......-.....................................-----.-:---•------_--------•----------------._.........._.....»»» ---•-_••-•••-•--•--....._•----••--•-•-•................................•-.....-••---------•--•-•----.........---._._..__........_...........•-•--.•---•••----•--•----••------•----••----...•••---------- Date Permit No....... ..__ '�'� .' . Issued----------------.........d ---- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .........OF....... �r. /4 ........`. `......................................... farrtifiratr of Tompliaurr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by....................................:.............._._..................._.......__......--••-••• -•••••---------....---:_..... - -- ...... . --- - Installer at...........,...............�':-/� - / `�r -!°'`---•------- �ti tl..f .ff /!/7<.`de�,l'•»'-�`-!••^•--^---.........---- .._.....---------••- has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No...._%,c�_ •____:�..7....:........... dated......."_........ .............. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE......... .......................................---------. Inspector------.:.7-711-A-------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTHY .....................:.....................OF._......... v ..:.Lr'=.:.":' No........... y - Fas................... .............. � 4. Utpottl Works Tonotrttrttonrruttt Permission is hereby granted............................. to Construct ( ? ) or Repair ( ) an Individual Sewage Disposal System at No.. __ ...._. - ».............. :�.......... ..........:...... .......................................... Street as shown on the application for Disposal Works Construction Permit No.__..: 'D ted... ........ ........................ Board of Health DATE.............. .. g ......................................... FORM 1255 A. SULKIN, INC., BOSTON - er SEND "VIA ❑. AIR MAIL RKML-ai USE TYPEWRITER OR LONGHAND ❑ SPECIAL DELIVERY FROM; FRANCISC❑ TAVARES, INC. ❑ PLEASE REPLY FLORIST, GARDEN SHOP LANDSCAPE SERVICE ❑ REPLY NOT NEEDED BOX 231 EAST FALMOUTH, MASS. 02536 DATE January 6 , 1986 SUBJECT To: ' Barnstable Board of Health Nyannis, MA 02601 -MESSAGE Gentlemen: FOLD The engineers have inspected this location�and ap.proved _ HERE TO FIT DOW ENVELOPE - it. Now..itready, for_ ,ins .ection,b _._the.,,.Board of__He:alth....___......_,..._........___.._,.....�.a.._ . Thank you. SIGN HERE _ - -REPLY DATE SIGN HE WEI ADDRESSEE: PLEASE KEEP WHITE COPY AND RETURN PINK COPY -To FLORIST, €GARDEN SHOD ❑ VW �J U . PLEASE REPLY ' ❑ REPLYL NOT NEEDED " .. BIIIC 3 �;/�.-•sT';C.�►.L±vli??:f'?'F3a,t+8� .�5�'.��6 i; DATE 'Jams, y 60 19.06 , Y —SUBJECT— + Barnstable Board' of Health R P. 0. Box 534 O M Nyannis-, MA 02601, o —M ESSAG E a x tfntsn;, .z The engineers have inspected this location and approved H . it, Now it ready for inppection by the Board of Health. to _Thank yons W x x SIGN HERE R E r LY DATE e. SIGN HE r7_ A_� ; — i ' RETURN THIS COPY TO SENDER - WILL FIT WINDOW ENVELOPE IF FOLDED AS SHOWN T . . �o�.. Lcct.rS w i�-i-i,rs • ''��E .c F • • Gc�.rr•�if3�nol��..�.10�` 3.«.� ..yh2�i4�cE QEcou�� b., l t . �F�Y r • iao J os ti Q . 0 �m "ems ` w vs� 41 � 10, PLUS p N l Q, 0. 'L3ES'l4 Jot STE�� y, I IoTE SWi►:►b Tr>=S"Tt� An� ls't8M 1�• IB•05 C'1=p,'TI PI e D PLAT A L Al-1 aF Lc-r L_I,W=.s Ems:^� us wz. D=Ltmm -r=� MA BcuiuDs srL7wu cl� P f 2El.�c>= PI-Au jaL pc l 5k 24-7 PU ILa of D. Sr_,4r i 30' pAT lo•14 cmuZT(I-e Tn1AT • � GLINT: QcIJ�C-Q.S rTIorJ o}-i'R-m1 I 4SC E, Smom, FE:tJJDAS �LL 1-5 TNULt` It- G 8eo57 ��- IS LoCA'[E� 1J-I L/�CTIaIJ To 4-76 2=-/rE .6A `ME �ClSTc�-ib NIAr�C.�1�1E�-175 �fIorN�1 ` EFAs-T SAi1DWt t--H, MA •, ASB7 Cr1 1: Der log 14.95 5NE£T 1 of TOWN OF BCARNSTABLE LOCATION SEWAGE# VILLAGE ��f�„��,� , ASSESSOR'S MAP&PARCEL � ®a 6 NAME&PHONE NO �ocS2� SEPTIC TANK CAPACITY ` CXUCD tea.Q LEACHING FACILITY:(type) L-cAc.%A �;\ (size) `K NO.OF BEDROOMS OWNERS PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: _ Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY c I a uj 230 OQ D 1 1 s 1 DESIGN DATA i STRUCTURE 3 8QP-M - SIN-+I F FAM1 L-Y 2ES. I1 DESIGN FLOW µo GAn`R � GRINDER �- I--.IaTE LdTS IJ��T1-� siDE TAr�A��•2 K_�r�-D F--IAv� .. -110 CPD x 3 SDRM = 330 C-7 P D fL 330 C'7 . P. D. 49S C AL. TANAGER- t FokmE e-L`/ SAataAeA RnA C, SEPTIC TANK USE MI" loan LEACHING RATES: SIDE AREA 2.S GPD/SF BOTTOM AREA 1 .oGPD/SF 99.7 - - —99 I - -- 9`J LEACHING FACILITY 2 —- eDe,E PwE �' D►Pr X 6` L.P I'I' W 12/ SipNE I ` loO.oo l S I Dc A 2�A 100.2 -T C> T A 2ks 10 2 f A- 7 8 -S.F. G4 PA G%T-/ PROP, ' �" 99 7 ( Ise, -A2•S WAT�2 3o Lrac I PLAN REFERENCE* �- �� p12oP. $P*RP1S. C �NTY KEGS 5 i RY nF DEEt7_5 8 36' r U FNt> EL= I-14- 24� 0 ASSESSORS LOT NO. _ � rol,5 1 goo N I 0 NOTE �TdWN WlaTSFL� N99 .8I. ALL MATERIALS AND CONSTRUCTION METHODS Ioo •7 �-T , 4 TO CONFORM WITH COMM. OF MASS. TITLE ��_ Lo7- 22 ENVIRONMENTAL CODE n lot piN MIN C�ARA6E i L ` wFor2mA-rin" Fvnm 8ARNSTAaLr NOTE Locus. \Awri4g4 ZoIV a c'r- v 1(� 1 \NA--'Ea- G�rwJ'P,NY Y- 1J- FAG lot 99.6 .�lo' co+1TQ+gurIar.I No. 3 - 99.8 MIN 30 MIN V,�tZIA1.IGE R-sn\3 v2�D I�� 100.00' �'I \ L o7 /L3 I LAN CF ra OF lygss M01E %„ LnT5 U L N oD TOWN R-OAD 1-k VE TpWN wATE!2 �o DAVID yG �� JOH -- ---- C�l No�19976 Fnulvo' �L PLAN c�7/o o saga SCALE TEST PIT NO. TEST PIT .NO. �- ��,r 'GSTE ``� gfCISiER��J�a� PloF•o-F-e0 r=.eAC\_ ELEV, F T=EFT ELEV. A.-7 FE'Er � sio�IL LAN I Tt r T`�P�'flE 1 LAM ?'O.PSoI- I LOAM TOP 3011.. 9a.5 / 979 coltrt- sac��It_ C�MPT' sucisat� SOIL OBSERVATION PITS 2.5 2' DATE OF TEST -(-4-- 8! �4-1 G A L 98.I C X LEA +-aENGINEERLu7•'' : o�> PI -t-71TH /L' ol-s= B.O.H.AG ENT TAMES CONLp7-1 F�• s, EXCAVATOR 7• T• DRY sCoLL. o a PERC RATE IN T.P. NO. I AT 4- FT._ < MIN./IN. u• -- — EL= qI,S SRND SAN+� LoT 21 - TAr,4AC 1=tz ��Ao vt. t-IVArvAI I S Po2T • M ASS, FoP- PL`AMc�u•rt� �p�y pEVELUPMENT 1=-L= e,-7.-7 EL.LIS & THULIN, INC. Iz No w.qTr=fZ - I NO w Er-AT LAND SURVEYORS AND CIVIL ENGINEERS EAST SANDWICH, MASS. I"=5'V I' - 1�' 1-1 �2pPos%a QL�'r 'PL/•>~'►J SECTION THRU SEPTIC SYSTEM DgArT `E 7_10-$s Ss-o57 p�- 1 DESIGN DATA STRUCTURE 3 SD DESIGN FLO R h-1cT>= L.o75 E TAt-iA6,C A-0 1-1 AvE 110 330 T� !L t.g x 330 CV-7 Q. D. '495 AL. I USE MIN 1000 C-zAJ_ T�Ni�G E t2 F02M E IZL�/ SA2�A@� 1 RCS A D SEPTIC TANK LEACHING RATES= SIDE AREA 2.S GPD/SF BOTTOM AREA I •QGPD/SF 99,7 - - —99 • 1 - - C)9 •2-- EDe,E 'PAvE LEACHING FACILITY = — G Dj^. X 6 L.P I'r W 2/ STONE loo ` loo.oo► T SmG AREA : Ip X 'I x 6 188 S.F., ao-rr- A 0-154 10 2 /A- x Ir 7 8 C4 PAC-4 1-/ " I'¢oP.30 C188 x 2--5 + 78 x I.O r 8 (_P9�.` rms 99 7 Lrnl I - � c PLAN REFERENCE= 7111 oP- �i4R,N5. �Ch)NT/ 2E6�S 1 FLY OF DECT�' _ \ 100.5 DRIvE t 82 P/4f E G7 8 36' �T 2 l� ASSESSORS LOT NO. O 9� 7 N i ico NOTE: (TowN WATE12) N1 T® ; 99 .8 g I. ALL MATERIALS AND .CONSTRUCTION METHODS` 24 99 •�-?1. L oT 2 2 �` TO CONFORM WITH COMM. OF MASS. TITLE sc (o' ENVIRONMENTAL CODE /� MIN \� 2. ——— 1✓1C I STI 1 1 c. — L_TexxQ. o T ` �r: �To vu r r VMA_-r E 2 - WIN MIN ryARh$E PQcPd1=D coy-1TzzU�' r°I-P�l� • / �� `\ � `� � � ldV�o1ZH►L4TroN FRdl,n PiARNSTi�61.E . PI ST N�.TE Locws'. WITMIIN ZONE c7r- too-- 6o+c WATE�L Gc7Mj7A�.iY Y- IJ- 8� lo' 99.6 Gp11T�18UT1aN No. 3 � 99•B MIN 30 MIN VJ4t?►A1.IGE 12Eou1 fLEb i\< IOo•oo' L OT /I 3 I P�tH OF��s OF M ►JC>TE : LOTS unl o�.D ToWN R.AAD 1�4YE TnwN WATEg_*. . DACVID ym � JORH 7H I g PLA NIn � 1 cot II= . .o _p f/fl��O 9 9874 P Ros SPA L G ,o \ SCALE I �o TEST PIT NO. :L TEST PIT .NO. \ 1 Qa ELEV. 99.4 FEe—r ELEV. �.? 1=Ee-r s��HAL LAN�� i I � I E,cISTINa I� - D.f3. /-roaSol�.. 1 L.7AM •TO P SO 1 t- 4S•5 797.97 GoMPT- 'SvSOIL OBSERVATION PITS �I0.3 I o0 d '�AL_ '' 91.I 2'S 2• DATE OF TEST P- 41 -sue PTI C. ti r.s t X LEA +4 ENGINEER EL U s � "r-1UIL.IN Pr "'4'n-4 IL Tcf>pT_ 95 7-Awle- e ero B.O.H.AGENT TAMES CbNL_ON 4r-,� I EXCAVATOR 'I. S. DR�scou. s �� PERC RATE IN T.P. NO. I ATE FT.= MIN./IN. .e a d• MEDIUM Mt_!DIUM - — — EL' = 5 0 SAnt,> LOT 21 - TANAC E1- 9,0)h Q Va. I-IYANM i S Po2T , MASS, FOP- Io' >9,5. '7' 18 4. I ' PL�AMnuTu a3RY DEVELOPMENT" �= 6-7 4 �L= a�T-7 ELLIS & THULIN, INC. �. Iz - I No. ws+rE2 No WATER. LAND SURVEYORS AND CIVIL ENGINEERS - � EAST SANDWICH, MASS. I I'= v v '�2oPos�� QLOT �LA-'iJ SECTION THRU SEPTIC SYSTEM DQAFr C£ 7-+C)- F6 SS;-O57 a t DESIGN DATA STRUCTURE 3 5CT=t► S►Nc I Ir FJ4M1 LY E'S. DESIGN FLOW No GAP�6e 60-1► l>ER i-�or>= Lomas �oQn-► s=DE TAQA6E-9 L�AD NAVE 11C� GPD x 3 &DRM = 330 P fl 0 A,E i.I 1.S x 330 C-7 . P. D. -495 <Q;%L. \ SEPTIC TANK USE MIN IOoo e5iAl- TAN AG E R_' FOP M E ELL-Y �iA7 i0-&Aea 1 R C]A D LEACHING RATES: SIDE AREA 2.S GPD/SF BOTTOM AREA I •oGPD/SF i 99.7 - - — - F-- 99 •2—- EDEiE PAvE 100 l LEACHING FACILITY 99 - 1 = DIR. x 6 L.P I'r W 12 r i STONE oo.oo r S I Dc A P-EA 10 x 'Yi' x C� _ .188 S.F. 2,0TT-. Aft15A- 102 /A- x Ir - '78 S.F. _ •,4 G4 PACA " �aoP. 99 7 188 x 2•S� +' 78 x 1.0 = r�8 G P S�, 30 Ut�isR \ LrNc\ PLAN REFERENCE: N y' DR�E $' Rms. (ZOyNTY OF DEEM _ ioo.s i�l�rN BooK 182- P^GE <07 oT 2 0 $ 01,5 1`E'-' ASSESSORS LOT NO. Qioo NOTE: (TowN wA.T 2.E ) 99®7 N i 99 •8 g I. ALL MATERIALS AND .CONSTRUCTION METHODS Ica .Z 24 99 LET 22 * TO CONFORM WITH COMM. OF MASS. TITLE� ENVIRONMENTAL CODE lot- � 7j - -AMfg (TO �'Un� - Uu At WA-TE iLHIM ► IN gARAfrE `INFOlZmArriclN FV-OM 'bARNSTArBLE NOTE LOCUS Vjs-rFAim ZONE tnr lot coN-r��gur�at.� htO. 3 - ► 1 99.30' `�-M01 l 1 99.8 IN VAZIA1-1CS R.ECJU1 fLEb I�. l00•00' \ L,=DT �L3 1 �tH OF ld OF INgs3, MOTE : LnTs �N n,_D TowM AhD_ R lkkVF- -1-OWNWA-rIE �o . DAC. yG a2� JOH ,r o TH I. R 570uM 0 1=L PLAN No z9yy 6 (!f!/O 9874 c 1 PPA(x� � SPAfl E SCALE 1"=40' TEST PIT NO. :L TEST PIT .NO. - s 5 ELEV. 99.4 BEET" ELEV. �.? FE'ET' ��a'AL LAH� ' �FXIST•Ir� _ t17 48.5 �. �- j coMpr 5�� SOIL OBSERVATIONPITS 7l qe.3o002. DATE5 F TE 8 47 � O TEST �( S GAL_ 9-►.� � f `P x LLEAENGINEER ELLI s _ 95 sr= Pri�: 47 s e m� PI I w ITS 1 B.O.H.AGENT TAMES Cb L.pta TF�u►L j EXCAVATOR T• DRY scoU_ e F s PERC RATE IN T.P. NO. I AT4-FT.= MIN./IN. <v •e s d• MED1�.1M ME'a�uM e•. — EL'= 91.5 SA^'D SAn►�� LOT 2 I -- TANAC EF- 120PI0 Tj W. NYANM 1 S Po 2T , MASS, FOP- PL`,CMc�u•rts �P�Y DEVELUP.MENT _ l0 6,5 -7 ' I8 4. I e-7.4 1 t=L 8�.� ELLIS & THULIN, INC. No. wn•r'E2 Iz No E wATR. LAND SURVEYORS AND CIVIL ENGINEERS EAST SANDWICH, MASS. PeoPos�o 1�L�T F>LA 1J SECTION THRU SEPTIC SYSTEM DQAPT C£ -$s gs-os7 - c��cx �P..L•