Loading...
HomeMy WebLinkAbout0112 FALLING LEAF LANE - Health 112 Falling Leaf Lane' Os'terville 2 Bed A = 144 003009 II o O 1� n 0 a Q McKean, Thomas From: McKean, Thomas Sent: Tuesday,June 07, 2016 4:30 PM' To: Weil, Ruth Subject: 112 Falling Leaf Iane.Osterville I just received a voice message from Soscha McGraw(a long distance phone number) inquiring whether or not she can increase the number of bedrooms at 112 Falling Leaf Lane from two to three- if she installs an innovative/alternative technology nitrogen reduction system at this property. I pulled the file and the lot is only 15,000 square feet. Under Title,V, this would not qualify for three bedrooms. However,the October 7, 1997 decision signed by the Board of Health allowed for construction of three bedrooms on any lot if enhanced nutrient removal is part of the septic system. I don't see an expiration date on the Board of Health decision. However I recall hearing verbally,from Robert Smith,that variance decisions expire three years after issuance. Ruth- Is the Board of Health decision still valid today? Or do we strictly enforce Title V (which requires 20,000 square feet minimum for three bedrooms with nitrogen reduction technol6gy)? . Commonwealth of Massachusetts. ,..­ ,:�•. � , � {�- bv3 - ��� t , Title 5 Offida] --insodIcti-on - F rrn _ h' -- R o Subsurface Sewage•"Disposal System Form-'Not for Voluntary Assessments .. 112 Falling leaf Ln Property Address --- 1- Robert and Joanne Greenberg Owner Owner's Name ------ ---- --- ----- s T information is required for every Osterville Ma 02655 9/23/15 page.. City/Town State Zip Code Date of Inspection t--••=• uu 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: key to move your cursor-do not Michael D_iBuono use the return Name of Inspector, key. r Sew DiBtaono er,arid Dram Company Name N, 8:Johns:path r Company.Address return S_Yarmouth _ - _ s MAV _ 02664 { City/Town wr State, _ Zip Code —— c - 5.08-364-9587 S113522 t - _ Telephone Number License Number rt B. Certification - I certifythat I have ersonall ins ected'the's`ewa 6e•dis o'sal`s'stem at this address and that the . P Y � p 9 P Y 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 6 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 •%� � 9/23/15 t I pector'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. VS t5ins"3/13 - Tine 5 Official Inspection Form:Subsurface Sewage Disposal Sysag 1 of 17 I i Commonwealth of Massachusetts Title 5 Official Inspection For I_ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 112 Falling leaf Ln Property Address Robert and Joanne Greenberg Owner Owner's Name information is Osteryille Ma 02655 9/23/15 required for 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: ® 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: The system contains a 1500 gallon tank as well as a concrete Distribution box. All tees and baffles are in place. The Distribution box is level and at normal level. The leaching is made up of perforated p>�e in stone. 12' x 40' 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): 15ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection F®ram f= Subsurface Sewage Disposal System Form - Not for Voluntary Assessments g /V. 112 Falling leaf Ln Property Address -------- ------------- —_.-- --- Robert and Joanne Greenberg Owner — --------------- --- ------- ---— ----- --Owner's Name information is required for every Osterville _ — _ Ma 02655' '- 9/23/15 page. City/Town State Zip Code Date of Insp_ection B. Certification (Cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(S) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y. ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken.pipe(s) are replaced ❑ Y ❑ N ❑ ND-(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ------ --------- 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•3/13 - Title 5 Official Inspection Form.Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts Ti _Ie fficial Inspection- Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 112 Fallin leaf Ln Property Address Robert and Joanne Greenberg Owner Owner's Name information is Osterville Ma 02655 9/23/15 required for every _ 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 El ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than day flow t5ins•3/13 - Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts Title 5 Official 'Inspecti®n Foem Subsurface Sewage- g Disposal System Form.- Not for Vol untary.Assessments a � 112 Falling leaf Ln Property Address -- ------- --------- --------- -- Robert and Joanne Greenberg Owner Owner's Name information is required for every Osterville Ma _ 02655 9/23/15 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required-pumping more than 4.tirn.es..in„the..Iast..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 15,000 gpd. For large systems, you must indicate either"yes" or"no" to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area— IWPA) or a mapped Zone II of a public water supply well If you have answered "yes" to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. l5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 y Commonwealth of Massachusetts Title 5 Official Ins ccti®n or Subsurface.Sewage Disposal System Form - Not for Voluntary Assessments 112 Fallinq leaf Ln a ` Property Address Robert and Joanne Greenberg Owner Owner's Name — ------— ------ - — information is required for every _Osteryille _ Ma_ 02655 9/23/15 _ 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.): 2 DESIGN flow based on 310 C M R 15.203 (for example: 110 gpd x#of bedrooms): 330 _ Sins•3/13 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 —,. 112 Falling leaf Ln — Property Address Robert and Joanne Greenberg_ _ Owner ----------- ------- Owner's Name information is .Osteryille Ma 02655 9/23/15 required for every _ _ page. City/Town State Zip Code Date of Inspection D. System Information Description: The system contains a 1500 gallon tank as well as a concrete Distribution box. All tees and baffles are in place. The Distribution box is level and at normal level. The leaching is made up of perforated pipe in stone. 12' x 40' -------- - ---- -- — - -- Number of current residents: 2-------- Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Incfbde laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ® Yes ❑ No Seasonaluse? ❑ Yes ❑ No Water meter readings, if available last 2 ears usage d 248 — — 9 ( Y 9 (gP ))� Detail: Irrigation in place Sump pump? ❑ Yes ® No Last date of occupancy: occupiedDate Commercial/Industrial Flow Conditions: Type of Establishment: ---- ------- -- Design flow (based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow (seats/persons/sq.ft., etc.): -- ----------- Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: -- -- -------- t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth.of Massachusetts Title 5 Official lnsp ctioni Fora Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 112 Falling leaf Ln Property Address ------ -- Robert and Joanne_Greenberg Owner Owner's Name -- information is required for every Osterville Ma" 02655` 9/23/15 page. City/Town State Zip Code Date of Inspection D. System Information (cost.) Last date of occupancy/use, Date — Other(describe betow)r,. General Information Pumping Records: Source of information: None provided Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: -- ----- ----...--- -- ------------------- gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other (describe): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts j Title 5 OfficialInspection or Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 112 Falling leaf Ln_ Property Address Robert and Joanne Greenberg Owner Owner's Name ----- --- ---- -------- --- - ----- --------- information is required for every Osterville _ —__ _ Ma_ _ 02655 9/23/15 .page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 17 years Were sewage odors detected when arriving at the site? ❑ Yes ❑ No Building Sewer (locate on site plan): Depth below grade: 18-- __-__._ ._-_ 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.): System is vented throught_the roof. Septic Tank (locate on site plan): Depth below grade: 1 ft feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) -1500 gallon-------- ----- -- ----- --=---- — - If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: _ 1500 Gallon --_ Sludge depth: 3 151ns•3/13 Title 5 Official Inspection Form Subsurface Sewage Disposal System•Page 9 of 17 N Commonwealth of Massachusetts a= __ Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 112 Falling leaf Ln Property Address Robert and Joanne Greenberg Owner Owner's Name information is required for every Osterville _ - - — Ma 02655_ _ 9/23/15 _ _ page. City/Town State Zip Code Date of Insp_ection D. System Information (cont.) Septic Tank (cont.) Distance-from---top-of-sludge to bottom of outlet tee or baffle 24:'. Scum thickness 3 _—_—_ Distance from top of scum to top of outlet tee or baffle 42" Distance from bottom of scum to bottom of outlet tee or baffle 1" Sludge stick How were dimensions determined? Tape Measure _— — —_-- Comments (bn pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): No evidence of Ieaking,Tees and or baffles in place at time of inspection. Grease Trap (locate on site plan): Depth below grade: NA_ 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 ISins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth.of.Massachusetts R, _ V `title Official Ins ecti rr Subsurface Sewage Disposal System Form - Not for Voluntary Assessments /`. 112 Fallinq leaf,Ln Property Address -- Robert and Joanne Greenberg Owner Owner's Name --- --- information is required for every Osterville _ Ma _ 02655 _ 9/23/15 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.): Tees are in place and levels are normal. 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 t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form _ a Subsurface Sewage Disposal System Form - Not for Voluntary Assessments a / 112 Falling leaf Ln Property Address — Robert and Joanne Greenberg Owner Owner's Name -- --------- - -- ----- ---- ---- information is required for every Osterville _ — _Ma - 02655_ 9/23/15 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 levelr'above outlet invert At normallevel Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): Distribution_Box is level and at normal level with no signs of carry over or decay. Pump Chamber (locate on site plan): Pumps in working order: ❑ Yes ❑ Now Alarms in working order: ❑ Yes ❑ Now Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: ------------- t5ins•3/13 Title 5 Official Inspection Form Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth.of Massachusetts F Title Official = i cal lnsecti®n . ®ram l - Subsurface Sewage Disposal System Form - Not for Voluntary Assessments • 112 Fallinq leaf Ln Property Address Robert and Joanne Greenberg Owner Owner's Name information is required for every O.sterville _- _ -- Ma 02655 9/23/1.5 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leachmg'pits number: ❑ leaching chambers number: ------- -- ❑ leaching galleries number: --2, ----- ® 40 ft leaching trenches number, length: - — ❑ leaching fields number, dimensions: - ❑ overflow cesspool number: -- ----- ❑ innovative/alternative system Type/name of technology: --- ------ Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): No signs of carry over and no signs of 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 inflow ❑ Yes ❑ No 15ins•3/13 Title 5 Official Inspection Form Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts r Title 5 Official Inspecti'.0m Form 1= Subsurface Sewage Disposal System Form --Not for Voluntary Assessments 112 Fallinq leaf Ln Property Address Robert and Joanne Greenberg — Owner --------------------- -....._ Owner's Name information is required for every .Osteryille — — Ma_ 02655' 9/23/15 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): No signs of ponding or hydraulic failure. Privy (locate on site plan): Materials of construction: -- -- -- - — — Dimensions - — - - ---- - ------------ - Depth of solids - - --- ------- -- — — - Comments (note condition of soil, signs of hydraulic failure, level of pond ing, condition of vegetation, etc.). 15ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts Title 5 Officiallnspection Form Subsurface Sewage Disposal System Form---Not for Voluntary Assessments � e t 112 Falling leaf Ln Property Address Robert and Joanne Greenberg Owner Owner's Name information is Osteryille _ _ Ma 0_2655 9/23/15 _ required for 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 15ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 rA Assessing As-Built Cards 8/29i 15,':16 P\: LOCATION LG f�( e % SEWAGE p _ VILLAGE C� r`� ASS SSOR'S hL;Y/B<LD�� ®m I f �l I: LNSTALLER'S NAME&PHONE NO. 4,) e Cc�v . q2r YiSoO l! SEPTIC TANK CAPACITY /5_0'Z� -- [ I t LEAChf1NG FACIlfTY:(type) t(�_ (size) !� k q0 NO.OF BEDROOMS_�) BUIDEROROH'NER PERhfITDATE: COMPLL4NCE DATE:�p`L._� _ i F Scparaoen-Distance Bet ct.n Mr. I Maximum Adjuued Groundwater Table to the Bottom ut Leaching FaciI it . F6et ' i Private Water Supply Well and Leaching Facility (If any wells exist on site or within 2100 feet of leaching facility) Feet Edge of Wetland nni Uactung Facility(Uany wetlands cx.st within 300 feet of Icac ing faciI / _ Feet., Furnished by i t z _`17 1 t c rt 1. http://www.townofbarnstable.us/Assessing/HMdlsplay.asp?mappa1 144003009&seq=1 Page 1 of 2 V 0 Ij 4 C�Slit� 10.�y il:�•,ra�ll fib"�I t :/� r � �.CU�• � `• I d 4 rro�i 12,Y�O s 4ao �L r/.j Iw,;4 p r. I 1 fit IJ17. I� '•.�',F �-'� _ 1 LE] 14 c>t_ rt —�-- tau rNM 2 z:o D ' I — _ �_tb [_ t 106ATlC7-1 : 0 I zz t(,-� 1/JA�};t'1� STJUC 5;��.L�-- : I = �-Ca Ur'�TEtIU•3vrYL i C7F l G�z�PY r wr ,-tom 1 p� zL I W IZla 'i t-4� SI17El_1r•lE Alm ��-r- GI Fl, t.l=^cnhl ca�tl�-�i5 1' ` L JIt'J.1 r.VY OF i r{6 'TO K/ rr frith'' �"l -I T3F.2NST�t-Gf..�o 15 {.)vi LLi=1+ -T' "Jr_ I �EG1GL. h LsnD HAZ�Ey-5� ZDNL-„LS :.D.{.1i7 SV:Vc L S •G:ILr11e�c.�S cFF SE'f'S F1rOM aVILDihI'f ;L NGf- �E ;�I('IJ L;+NT.GML A"-, E,Ty,BusN _--✓-y---�"` y _ 7}te dwelling shall be limited to 2 bedrooms unless the septic system is modified to include enhanced nutrient removal as approved by the Board of Heaah in wfuch case a �, y;•`' / 6=nor 7 dwelling served by a modified system may be permitted to have not more than bedrooms. REVISED:, :!, '�—C Y)"u` . G c• _ C. 4 t � H.r•E I lr'-?7:u t9S7r � 4#o.6V`r i �} t. 1 � Commonwealth of Massachusetts Title 5 Official Inspection Form -r Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 112 Falling leaf Ln Property Address — -- ------ -- - -------- — - ---- Robert and Joanne Greenberg Owner Owner's Name — - — ----- ---- --- information is required for every Osterville__ Ma _ 02655 9/23/15 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 + ft — feet Please indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record If checked, date of design plan reviewed: 1/7/98 -- 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 h-ow you established the high ground-water elevation: Test hole data--on-plan dated 1/7198 indicates NGE at 10 ft Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts Tiff 5 Official Ins ccfi n ®gym s Subsurface Se _wage Disposal System Not for Voluntary Assessments" \ Ap 112 Falling leaf Ln Property Address --- - Robert and Joanne Greenberg Owner Owner's Name -- information is required for every Osteryllle _ _ _ Ma 02655 _ 9/23/15 page. City/Town State Zip Code -Date of Inspection E. Report Completeness Checklist ❑ Inspection Summary: A, B, C, D, or E checked ❑ Inspection Summary D (System Failure`Criteria Applicable to All Systems) completed ❑ System Information — Estimated depth to high groundwater ❑ Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file i I t5ins•3113 Title 5 Official Inspection Form.Subsurface Sewage Disposal System•Page 17 of 17 BAXTER, NYE & HOLMGREN, INC. Registered Professional Engineers and Land Surveyors 812 Main Street,Osterville,MA 02655 (508)428-9131 FAX:(508)428-3750 August 4th,2000 Board of Health Town Hall 367 Main Street Hyannis,MA. 02601 Re:Lot 9 I/Z Falling Leaf Lane /121�K,� 4',0� —CIO IO l V g;oI Members of the Board; This letter is to inform you that the above noted septic system was installed in substantial compliance with the plan dated January 7',1998 U you have any questions or comments please call me. Very truly yours, 0 ephen A.Wilson,P.E. p i RECEIVED t, �i►(; 0 4 2000 `;, ' TOWN 0 iABLt J t HEALTH DEP?��,: cc:McSLane_Constractiop] 98023-9 Land Surveys Subdivisions Septic Design Wetland Filings 0 Site Design r Lf 7 2 °p WE Tpy, Town of Barnstable F�A Board of Health 367 Main Street,Hyannis MA 02601 Office: 508-790-6265 Susan G.Rask,R.S. FAX: 508-790-6304 Brian R.Grady,R.S. Ralph A.Murphy,M.D. Decision of the Board of Health Regarding Lots 1 Through 14 and Lots 16 Through 25 Falling Leaf Lane, Osterville, Shown on Subdivision Plan dated February 11, 1984, revised April 23, 1984 and Identified as Parcels 3.001 Through 3.014 on Assessor's Map 144, and Parcels 3.016 Through 3.025 on Assessor's Map 144. . PROCEDURAL HISTORY On November 18, 1996, the Board of Health agent, Thomas McKean, R.S., C.H.O., received.twenty-four (24) disposal system permit applications along with two checks totaling $2,400.00 from Peter Sullivan, P.E., of Baxter and Nye Incorporated, who was representing O.R.E. Associates Incorporated and Osterville Highlands Trust pertaining to proposed. construction along Falling Leaf Lane; Osterville. The lots are located off of Acorn Drive, Osterville Massachusetts, and are identified as parcels 3.001 through parcels 3.014 on Assessors Map 144, and parcels 3.016 through.3.025 on Assessor's Map 144. The disposal system construction applications indicated that parcels 2, 4, 6, 8, 10; 12, 14, 16, 18, 20, 22, and 24 (all v the even numbered lots) were owned by Osterville Highlands Trust. The remaining applications • - 1 T indicated that parcels 1, 3, 5, 7, 9, 11113, 17, 19, 21, 23, and 25 (all the odd numbered lots) were owned by O.R.E. Associates. On or about November 21, 1996,'Mr. McKean disapproved all twenty-four disposal construction permit applications due to the fact that the plans lacked maximum feasible compliance with the State Environmental Code, Title 5. He also returned the checks totaling $2,400.00 to Peter Sullivan, P.E., of Baxter and Nye, Incorporated, and invited him to attend a Board of Health hearing scheduled on Tuesday December 17,, 1996 in order to provide Mr. Sullivan the opportunity show why he, and the owners of the parcels, believed it would be feasible to construct septic systems on these 24 lots which would meet the provisions of Title 5, the State Environmental Code. During the first hearing which was held on December 17, 1996, the applicant requested a continuance. Then the Board members voted to continue this matter to the February 4, 1997 public meeting. On February 4, 1997, the applicant again requested a continuance; then the, Board members voted to continue this matter to the March 4, 1997 public meeting. Continuation hearings were also held on;the following dates during 1997: June 17th, July 1st, and August 19th. Many documents were submitted into the record by both the applicants) and the Board of Health. The Board members rendered a decision on September 3, 1997 during a special public )aring.. 2 f FINDINGS OF THE BOARD OF HEALTH After discussion and based upon the evidence submitted, the Board of Health made the following findings: I. All 25 lots in the subdivision fall within a DEP approved Zone II of a public water supply: the Centerville-Osterville-Marstons Mills Water district wells CO# 10, CO AR#3,4, and CO MC#2. The Zone II for these wells was approved by DEP May 3, 1994. Further, these wells are showing nitrate levels in the range of 1-3 mg/L; these levels clearly exceed background nitrate levels (generally <0.5 mg/L) and are indicative that nitrogen from human-sources is reaching these wells. Septic systems are known to be the largest source of nitrogen to groundwater on Cape Cod. 2. All lots in the subdivision are within a DEP-defined nitrogen sensitive area as defined in 310 CMR 15.215(1). 3. Further, the majority of lots in the subdivision (iots,l-10 and 16-25) fall within the town of Barnstable defined WP zone, the five year time of travel contribution,zone to a public water supply. 4: Septic system effluent is a known source of nitrate and other possible contaminants to the public water supply. 5. Increasing density of housing is associated with increased levels of nitrate and other _ ntaminants in groundwater: In recognition of 4°and 5 above, DEP has determined per 310 CMR 15.214(I), that no serving new construction in a nitrogen sensitive.area designated in 310 CMR 15.215 shall 3 f be designed to receive or shall receive more than 440 gallons of design flow per day per acre except as set forth at 310 CMR 15.216 (aggregate flows) or 15.217 (enhanced nitrogen removal). y 7. All lots in the subdivision are less than an acre in size. Further, all lots, except lots 23 and 21, are less than one-half acre (20,000 sf). Under the nitrogen loading requirements of 310 CMR 15.214, the half-acre lots would be entitled to a 220 design flow, the lots less than one-half acre would be entitled to a 110 gpd design flow. 8. Under the Title 5 transition rules, 310 CMR 15.005, the owner of a lot on which construction of a septic system in full compliance with 310 CMR 15.000 is not feasible.is entitled to construct a system with a cumulative design flow of up to 330 gpd provided that the system is constructed in compliance with 310 CMR.15.000 to the maximum extent feasible as determined by the local approving authority pursuant,to 310 CMR 15.404 and 15.405. i 9. 310 CMR 15.404 (maximum feasible compliance) states that a non-conforming system may be brought into compliance through the installation of an alternative system (i.e. a nitrogen removal system with associated design flow credit may be used to bring a system into compliance- with the requirements of 310 CMR 15.214). 10. The Board is in receipt of a letter from DEP to William Nye (one of the applicants)dated February 4, 1997 stating that "the department interprets compliance with the requirements of 310 CMR 15.005 (3)(a) through (c) to require, pursuant to 310 CMR 15.005(c), a considered assessment by the proponent of approved nitrogen removal technologies when site limitations prevent attainment of the 440 gallon per acre design flow standard set for new construction under 310 CMR 15.215(1)..." 4 F - 11. The applicant is entitled to pursue an aggregate determination of nitrogen loading per 310 g CMR 15.216 and DEP guidelines. It is this board's belief that the cumulative acreage in the subdivision, minus the acreage devoted to roads, when considered in the aggregate is sufficient to allow the construction of 2-bedroom homes (220 gpd design flow) on twenty of the lots and this will be in general compliance with the nitrogen loading requirements of 310 CMR 15.214. 12. The applicant has acknowledged that lot 15 will be used for drainage and*is not to be considered buildable. 13. At the hearings held on August 19, 1997 and September 3, 1997, the applicants proposed to the Board that dwellings located on 20 of the lots, which specific lots they identified, would be. limited to 2 bedrooms unless the system(s) are modified to include enhanced nutrient removal as approved by the Board of Health in which case.a dwelling served by a modified system may be permitted to have not.more than 3 bedrooms. The remaining four lots would be limited to not more than 3 bedrooms and said system(s) must be modified to include enhanced nutrient removal as approved by the Board of Health. 14. Based upon the evidence presented, the Board finds that the applicants can achieve maximum feasible compliance with 310 CM,R 15.000 through.either 1) the construction of 2- bedroom homes on twenty of the lots with the remaining four lots provided with nitrogen removal technology; the twenty lots must have appropriate restrictions placed upon their deeds to indicate that only 2 bedrooms are allowed, or 2) the installation of nitrogen removal technology on any lot T will entitle the owner to a design flow of 330 gpd. « w 67 51. 15. The applicant may choose in the future to present to this board an aggregate nitrogen loading which complies with 310 CMR 15.216; this plan, if approved by the board, will negate the restrictions in 14 above. ACTION TAKEN BY BOARD OF HEALTH Based upon the Board's unanimous approval of the proposed findings, the Board of Health voted to take the following action regarding the pending twenty-four applications for.disposal system construction permits submitted by the applicants, Osterville Highland Trust, John Alger, Trustee y , and ORE Associates, Inc.: A) Disposal System Construction Permits shall issue to ORE Associates, Inc. for lots 3, 5, 7, 9, 11, 13, 17, 19, 21, 25 and to Osterville Highland Trust, John Alger, Trustee for lots 2, 4, 6, 8, 10, 14, 16, 18, 20, 24,,as designed, said issuance subject to compliance with the following conditions: 1. All dwellings shall be limited to 2 bedrooms unless the system(s) is modified to include enhanced nutrient removal as approved by the Board of Health in which case a dwelling served by a modified system may be permitted to have not more than 3 bedrooms. 2. Each plan shall be modified by the applicants to include a notation containing the full text of the language recited in paragraph (A)(1) above. 3. Deed restrictions, approved as to form by the Town Attorney, limiting the use of the ellings to two bedrooms on each of the above-referenced lots shall be recorded at the stable Registry°of.Deeds. A copy of the recorded deed restriction for the particular lot for t . which a Disposal System Construction Permit is sought shall be provided to the Barnstable Board of Health prior to the issuance of a Disposal System Construction Permit. (B) Disposal System Construction Permits shall issue to ORE Associates, Inc.,for lots I and 23 and to Osterville Highland Trust, John Alger, Trustee for lots 12 and 22,'as designed, subject to compliance with the following conditions: 1. All dwellings shall be limited to not more than 3 bedrooms and said system(s) must be modified to include enhanced nutrient removal as approved by the Board of Health. 2. Each plan shall be modified by the applicants to include a notation containing the full text of the language recited in paragraph (B)(1) above. (C) No permit shall issue for lot 15 which has been designated, pursuant to the initial subdivision approval by the Planning Board, as a lot reserved for drainage.- (D) The issuance of the permits, as restricted, shall not prejudice or otherwise limit the right of both applicants, jointly or severally, to file with the Board of Health and the DEP a plan pursuant to the provisions of 310 CMR 15.216(2), nor shall the mere filing of such a plan obligate the Board of Health to approve same. - VOTE: 1N FAVOR OF DECISION: RASK, GRADY, MURPHY OPPOSED: NONE Dated: October 7, 1997° Susan Rask, Chair Barnstable Board of Health CHARLES E. DOW ATTORNEY AT LAW 617 - 742 - 1919 SEARS CRESCENT BUILDING 100 CITY HALL PLAZA BOSTON, MASSACHUSETTS 021 08-21 93 FAX 617- 367 - 1919 October 18, 2000 Thomas McKean, Health Inspector Barnstable Board of Health and Human Services 367 Main Street Hyannis, MA 02601 Dear Sir; Under G.L. c. 66 sec. 10 request is hereby made for a copy of the following public records : A full size copy of the septic plan(s) for Low t 9"� 112 aling�Leaf.�L'ane Os`tervl'le"� Enclosed find our check payable to the Town of. Barnstable; please complete the amount due. In order that we may present these records as evidence in court without summonsing someone from your department to bring the records to court, please have the person who is the keeper of the records for your department note on each page of the plan(s) A Prue Copy ATTEk Keeper of the Records, Dated If these public records are not in your department but in another department please refer this letter to that department. Thank you for your assistance in this matter. .Yours very truly, Charles E. Dow, Esq. j -�-� �y y ��03 _ _ � ... (Z. i 1._�,4 { LOCATION LOT ���ih e� A9 SEWAGE VILLAGE V �`�� ASS SSOR'S MAP 8fL0I INSTALLER'S NAME&PHONE NO. ��tnP SEPTIC TANK CAPACITY Q� LEACHING FACILITY: (type) �A (size) NO. OF BEDROOMS— BUILDER BUILDER OR OWNER BMX ,g C ay4k PERMIT DATE: COMPLIANCE DATE: tf-- i P Separation DistanceBetween the: ' Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) . Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of lleeac ng faci ' ) Feet Furnished by ` LZ i 2 g - 23'. Z r 97 �3 Z6 ' 1 � � �Fy�,'76 r ' v No. Fe THE COMMO EALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppficatf on for ;h5po.5ar *pgtem Con6truction V ermit Application for a Permit to Construct(,, epair( )Upgrade( )Abandon( ) Complete System ❑Individual Components Location Address or Lot No. t— UJAJ 6 Owner's Name,AAddddress Wd Tel.No. oeo C c M =Lti G 51 Z-7�V IC�Cr !IV G� /U f/i n . Assessor's Map/Parcel / Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building:Dwelling Flo.of Bedrooms LXot Size LS_L`66 sq.ft. Garbage Grinder( $.#cs Other Type of Building r No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 6 sgallons per day. Calculated daily flow 3 gallons. Plan Date G Num r of sheets / Revision Date At Title— 0 _ Size of Septic Tank`— L Type of S.A.S. X �L� L4 r/454 i � 1 Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: DESIGNING ENGINEER MAST SUPERVISE INSTALLATION AND CERTIFY IN WRITING Agreement: THE SYSTEM WAS INSTALLED IN STRICT The undersigned agrees to ensure the construction and mait�t&9YWP6h9fFaToicPdAPrrlbed on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued�-isfoa)rooalth. Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued -� ` THE COMMO EALTH OF MASSACHUSETTS Entered in computer: e " ft PUBLIC HEALTH DIVISION L TOWN OF BARNSTABLE., MASSACHUSETTS 01pprication for Migpogar *pgtem Conotruction Permit Apphcakon,f6i a Permit to Construct( epair( )Upgrade( -)Abandon( ) Complete System ❑Individual Components Location Address or Lot No. �` ��(, Owner's Name,Address agid Tel.No. C� J( , C.cam' Assessor's Map/Parcel s / Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. ���.. Type of Building: Dwelling //1C-o.of Bedrooms Lot Size I Y,U bo sq.ft. Garbage Grinder Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures r Design Flow °� gallons per day. Calculated daily flow a gallons. ' Plan Date Num r of sheets / Revision Date Title —/ U Size oUSeptic Tank I�'� �2�� O—L 1 Type of S�A.S. ( a X q0 U= I LAB Description of Soil �� 1 LAMM S0/9c7Ul Nature of Repairs or Alterations(Answer when applicable) F Mp Date last inspected: Agreement: The undersigned1-agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system - �,in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- � � cate�of Compliance has been issued Board�ealth. Signed L Date Application Approved by Date ` r Application Disapproved for the following reasons • a Permit No. F A- Date Issued ---------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS t Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned( )by at �.c-' L — U _ has been constructed in a cord ce with the provisions.of Title 5 and the for Disposal System Construction Permit No. '°' s dated Installer Designer The issuance o this permit shall not be construed as a guarantee that the��teill functionsas dessgned Inspectorzr ! 7 ./ / 1 i No. �— --------------------------Fee Aob" oe 4�1 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS igpogar Opgtem Congtructton Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at Gn 7` j /��LE.,[/U6— LL! S 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 withinthree years of the date of thi t. Date: � A5 o0li- 1! Approved by r i Il. Z g®Qc�w -• � I ov�o�� FAM `f �30 GA¢'3A1,Q sw-- V'MLy cww 1 N ( I 5W,nC TANL' 3bv x 2co sG ! ( IV ^ 1 uSF 15D0 GAL: _ _ e ) I I.�AGL�Ic.1G 5`(57T✓�t pEStGN �� � Arm ue-A'I.1otiJ AZEABuy It> IPPLIej,11oN A "ZU e I � I Q rroM A> = 12dr480 ► c� 1 5� d n DEVZoc-ATID4 C1dTE �- 5 Cr251 1 I �J b I of ; .' P� D I D�G P 14►-'1 \ `o soul � ILLIAM � C. l� N Y E N.o- No. 19334 F6 �� T K' U 1. 9F z� �S 1 Z s r _ .. fit✓ D i U 0 ; pETb.�t-vF L .-F7 5 � - �,, 3 E•c�,5C yE1�OP� Y�oFt �k.L PiP� jv E. Na OT PLAIN 17 1nGAT a4 - h p 11 Z Xf VW/�.5 H 1D STV UC �-U SATE 1 l(� •3v 7� I LI .DTI Fy rl--Wr T1I E • Row E 51•awN PLAI.l IZ �Eht� / � DF,pN C'CMF;-qe wrrw 'T4�E SIDEI_1N Al2fl - Ll FL fJ��CX�Pts Z ,�-rgAGK. u1zEti+F T OF T}(� TOWN of J4f�,P Ic E tf p,4P1.>=L3—� $A21�sT ic.L-A►.lt7 l 5 of I.L�GAT�J W I T'4 1 N A BA D tt NyE t NG Sp6c�AL ls�v HAZA2-t> ZDNE��s LAl1� SUQVE`I'C�S • QWaIWGE74 oFFsr✓rs Bonn APPLICANT. c)�E�.ysGctAT�S VSED TD 65'R�BUS1a PROpEQT`/ L�IJE�i. — S?EPHEN yG`, I ALLYN m�, The dwelling shall be limited to 2 bedrooms unless the septic system is modified to o WILSON -- I No.30216 / include enhanced nutrient removal as approved by the Board of Health in which case a ° FG/ST'AF dwelling served by a modified system may be permitted to have not.more thane bedrooms. I> zlz I�r 7 tt� REVISED:, . l--7- �� o or Wtti.L.1,ti1K� �� fir► t,� w � c� a s 19 V 12soll- 3 CE 8� L - o0 Li o S= 0000��0 00 . :� I 1 I I � r-o `I I I 1 m _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ MC- -- - - - - -_- - ----- - -- - - - - - - - - - -T--- - - - -- - -1--- - - - - - - - -- - - � C7 c q STONYBROOK 1600 FRONT ELEVATION SAS u� SCALE: 1/6' M-O' IFILE 943ELEVf as Ass cn 0 0 Ld C'3 a_ �E R FLAT CEILING 3'-0' •/- L$c UNTH SKYLIGHT HEAD FLUSH W/CEILING AND PLUMS WITH REAR GALL _ LINE OF GREAT RdOM CEILING - -- i Qf 17 $� LJ Is e! i � 13 , i 1 I I I 1 I i IF cli IL V < 03 Lo RIGHT ELEVATION Via! ko SCALE: 1/Ir s 1'-0' Does - L�J m m cr m � CD 0 c, N C \ m LLI - E cJ 12 Q Q 4 - - � a co to S YS 1 3 � � z 0044 ' i d f :rLO ------, -r'-- - - - - - j - --1. - - - - - - -- - - - - - --- - - -_ --- - - - - - - - - - - - LEFT ELEVATIONco 0 SCALE: 1/0' - r-O' cn �s o m Ld � - Ln s a Q x LLd A t ft rV �; I I I - Cn '` � •T'I Z�� � rJ I I I I �^ I I I cri _ - - - - - - - - - - - - - - - --- - - - - - -T - - (= - - - - --- -T -- - - - - - - - - - - S--1 REAR ELEVATION - - - t� CA o SCALE: I/Ir - r-o• : Lo m a- m c IN o � � p Fw- OEM I� �s lili NNW OEM �DABOVE rm .i �u.��� II dl•fii�R � WINS 0014110 mom III �. MlaGARAGE � I 1 . : Y1 CC .•1 �I 11t111C�IIIII1111M11111111111t71O11t�11 �Y '� ' ��I IIIIIIIRIII Illiltllllll 7 `MM - •y• / j , r 1 1 . . ,, a) � y p_p r_p• r-r T-O fir r-e' r-e Mr r-•Wr Y-s- I ?l00 JOUT!•W O.C. 9ed - 2)ao JMTG •Ir O.G. two tag;_ EASEMENT .'r " PLAC �-- �# eaT' yr cofrcwe» 9 — — I b T®1 I 2•� _ — `w w tC.O-z Iel, I IFP2 LAM • - I r■� 2. I I l r ^b0 GIRT r ��LLIO ow I y Q U Q I L S O ` J J i J L J P=WAeT I x$ird I .,8 • ir MAY county O% •so-•rr' Co=. f r 2.•-a- I r-s yr r-r '.�• R `n - - - - IKay P*CIQ ro, CJ T I I UNEXCAVATED — — — "Op J01'TG • I l U�� w ri•a wo*cso I w o 0 — — - © I . FOR �we . e�lTa w r d t!') COeC.lOuMOATfOq l I �� IT Y OMC.1pOTMG 1 `MOT{ t•OOVO! •a I rTTr! - I lO �. TOW PR - 1'-0' I I 1 Iear�fw f�i�i r�C 0.1I I I I n 9 ca I TOWS PP - I :• Lv L — — — cr © Y-e yr r t •...e� w._,• STONYBROOK-3 FOUNDATION PLAN o SCALE: 1/9' 1'-0- File f943Plen) i W VENTED (D RIDGE CAP ASPHALT SHINGLES APPROVED PREFABRICATED ROOF I • K' O.C. AT BUILDERS OPTION rL TRUSSES OR 2X14-O TS O.C. W RAFTERS/ S/COLLAR NANGER IT ES ' AS REQUIRED • BUILDERS OPTION a IZ INSULATION VENT SPACERS M SLOPED f( WHITE CEDAR SHINGLES OR f, CLNGS AS REr7'O I ATTIC CLAPBOARD SIDING OVER WIND INFILTRATION BARRIER - REF. 11 VENTED I ELEVS. FOR LOCATION DRIP EDGE $ CONT. [TYP.] = ryyyyyyy PLAT IXBFFF FASCIA R-30 BAI7T t-i/2' GWB4SKI'MOAT FRIEZE NSUL. CEILINGS (TYP.) I OFIIEB ER'S(TYP.)R-13 GATT 2X1 EXT. STUDS ITYP1= INSUL. EXT. WALLS GREAT ROOM(TYP) ` ` eto R-19 OR R-30 mgATT INSULATION GONT. BLOCKING OR S/B PLYWR REF. ENERGY CALC BRIDGING • MD-SPAN.(TYPI W/ 3/4' Al'F FLOOR OR Na Or CAEAT:AH.PLOOM UNOERLq'PTIET — REF. FINISH., HEOULE FIRST FLOOR ANCHOR BOLTS • L'-0' O.C. t HANORAII O 2XIOGIA* O.C. ; FLOOR JOISTS(TYP.) -2X10 GIRT (TYP.1 PROVIDE SPLASH _- BLOCKS 0 ALL [FLUSH GIRT AT STAIR]• ',11'-O' `^ DOWNSPOUTS OR LO PIPE UNDERGROUND ;-I/2' LALLY COL. `01 TO ORYWELLITYP) REF, FNON FOR LOC. :r 8' CONCRETE 3 1/2' CONC. SLAB' -•: ram—STAIR d CAFNON WALL [REINF. 6 BLDRS J STRINGERS4 coD 2 ■S REINF ROOS OPTION) BSMT a Ln TOP / BOTTOM V OF WALL 4 2 ■5 2'-l'X2'-L'XI]' (ALLY COL. REINF ROOS IN PAD (TYP] FOOTINGS • CA BLDRS OPTION T.YFICAL BUILDING: SECTION a) THRU GREAT ROOM W/FLUSH FLOOR Ell !T T t CATHEDRAL CEILING 1-4 _. cr - © SCALE: 3/14'-I'-0' \ � n m• O r, LOT =,_,SCHOONER VILLAGE 10/20/99 WINDOW SCHEDULE WIND ME OW FRA -- ;COMMENTS - A DR 2446 2'-6 1/8"X 4'-9 l — B DH 2446-2— _ — 4-l t 13!16 X 4-9 U4 T - �_ _I— 2 I _ C _DH 1832 _ _Y-5 Am — D D __ 2'-2 118"X 4'-5 114" _ _ _ Z H 2O42 E �CTN2®1iALF ROUND__ 2'-2 1/8" X !'-3 3/4 �_ r 2'GVER"D" WINDOWS —+.— — ._ F JDH 2456 2'-6 1/8"X 5'-9 IA- ! 2'TEMPERED _. W-11 13/16" X 5'-9 1/4" —ENTERED 'E G DH 2456-2 ._._.. � j--:2 N CN235 3'-5 l!4"X T-5 3/8" 'DH 2O32 2'-2 118"X 3'-5 114" — — — — — — 2'-2 1/8"X 3'-1 114" 1`OVERGARAGE — N K DH 2U210 — �. . w L _VELUX FS606 .44 3/4"X 47" 1 D D OPTIONAL M BSMT 2817 — — — 2'-8 518"X 1'-7 I/4" -- 4` CJ M .. ci cd ao u� III ca m m m NI �o wi ;LQT . "SCHOONER VILLAGE 10/20I99 DOOR SCHEDULE NO. LOCA110N _ SIZE — rMAT. FIN. MAT. FIN. — W/2 12"SIDELIGHTS,SCREEN&STORM I;FOYER ENTRY 3'-0"X 6'-8" — j(NSUL. .— —.. -Z'-6" - 2'FOYER COAT CLOSET —. _3.BA_SEMENT - 410 M I T T E D 6'.0 M I T T E D — — —_ = 7 BATH#2 cc 8 BATH#2 LINEN — rn 9'BEDROOM#2 -- _ _2-4" > 10;BEDRM 02 CLOSET 15,-0"X 6'-8 BI-FOLD — — —. — — 1 1_BREAKFAST 6 0"X 6'-8" GLASS PS6L SLIDING r I2 MASTER BEDROOM ,2'•6" _ -- —. — _-- — 13 MBR CLOSET —...— — -- 14iMASTER BATH LINEN -- (2)2'-0"X 6=8•' — _ -- _ DOUBLE DOOR — _ — 15-MASTER BATH -2'-6" - - - 16;LAUNDRY W-0"X 6'-8" BD F ITGAR/HOUSE ENTRY ;2'-8" -- INSU _- — - — —. FIRE CODE — —' -. -. .- - EAD 18 GARAGE :16'•0-' X T-0" —. . .— -- — — O -- - -- -- — . — - - - 9;GARAGE ENTRY k1O 2'-8"X 6%8" ,NSUL `I . ;9 LtTE PANTRY —. _. ... 2-6" --- m ° m •- c.,r ca rb to Lo cr m • m m . c•r m . r iQ/20/1999 13:26 5082402396 S C HAYES ARCH PAGE 02 MAScheck COMPLIANCE REPORT Massachusetts Energy Code Per it # MAScheck Software Version 2 . 0l .Release 2 Checke by Date CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 10-20-1999 DATE OF PLANS : 10/20/99 TITLE: New Residence PROJECT INFORMATION: Lot -9_"Falling Leaf Lane Schooner Village - Osterville, MA COMPANY INFORMATION: McShane Construction P.O. Box 429 Osterville, MA 02655 " NOTES: Modified 1800 Stonybrook COMPLIANCE: PASSES Required UA = 409 Your Home = 405 Area or Cavity Cont . Gla ing/Door Perimeter R-Value R-Value U alue UA ------------------------- --- -- CEILINGS 1116 38 .0 0 . 0 33 CEILINGS 620 30 . 0 0 . 0 22 WALLS: Wood Frame, 16" O.C. 1674 13 . 0 0 . 0 137 GLAZING: Windows or Doors 41 .290 12 GLAZING: Windows or Doors 2 C .300 1 GLAZING: Windows or Doors 254 C .470 119 GLAZING: Skylights 15 C . 300 S DOORS 35 C .480 17 DOORS 36 C1. 190 7 FLOORS: Over Unconditioned Space 1584 30.0 0 . 0 1 52 HVAC EQUIPMENT: Boiler, 86 . 0 AFUE COMPLIANCE STATEMENT: The proposed building design described he is consistent with the building plans, specifications, and other ca �ulations submitted with the permit application. The proposed building ha ! been designed to meet the requirements of the Massachusetts Energy Co �. The heating load for this building, and the cooling load if apprc riate, has been determined using the applicable Standard Design Conditic s found in the Code. . The HVAC equipment selected to heat or cool the building i i , I 10•/20/1999 13;26 5082402396 S C HAVES ARCH PAGE 03 shall be no greater than 12S% of the design load as specified in , Sections 780CMR 1310 and J4 .4. Builder/Designer Date I . I n i i I a I • I i I f TOYPr BARNSTABLE LOCATION L0� T���h ea Im— SEWAGE # VILLAGE ASS SSOR'S MAP/ATIOd INSTALLER'S NAME&PHONE NO. 1 I k' 4� Cc►�S �2�'�c4 SEPTIC TANK CAPACITY LEACHING FACILITY: (type) >)� (size) lz. k yU f NO. OF BEDROOMS BUILDER OR OWNERr�14x�c�v�sTti PERMITDATE: COMPLIANCE DATE:"' Separation Distance Between the. i Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet:of leac ng faci 4) r Feet Furnished by 47 - z3 -y7 � Z6 4Vz -76 { BAXTER, NYE & HOLMGREN, INC. Registered Professional Engineers and Land Surveyors 812 Main Street,Osterville,MA 02655 (508)428-9131 FAX:(508)428-3750 August 4th,2000 Board of Health Town Hall 367 Main Street Hyannis,MA. 02601 Re:Lot 9 Falling Leaf Lane Members of the Board; This letter is to inform you that the above noted septic system was installed in substantial compliance with the plan dated January 7`h,1998 If you have any questions or comments please call me. Very t ply,yours, ephen A.Wilson,P.E. cc:McShane Construction 98023-9 Land Surveys Subdivisions Septic Design Wetland Filings Site Design