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Home My WebLink About0047 OCEAN AVENUE - Health WIM 471 Ocean Avenue Centerville 035 l!!l nn l�agtraFo i11 Plll;�1, �o z 6A, 1 UPC 12543 �+ No. 53LUri HASTINGS. MN O 9 1 1 2 lb , r u j 1 o f� r� a jj >7 } _3 G3 { McKean, Thomas From: McKean,Thomas on behalf of Health Sent: Wednesday, March 16, 2016 10:44 AM To: 'Joanna Buffington' Cc: Perry,Tom; O'Connell,Timothy; Desmarais, Donald; Stanton, David; Miorandi, Donna; McKenzie, Marybeth Subject: RE: Septic Concern -47 Ocean Avenue, Craigville Good Morning, Thank you for your inquiry. You are correct, the same number of bedrooms will be maintained at this property, according to the submitted floor plans. Also an inspection of the existing septic system was conducted on July 22, 2105 by David B. Mason, a D.E.P. certified septic system inspector. The septic system passed the inspection. The bottom of the leaching pit is five (5) feet above the groundwater table, measured during high tide. Also,on the engineering plan dated 7/22/15 prepared by Daniel Ojala, P.E. of Downcape Engineering,the plan shows the location of the existing leaching pit in an area which maximized the leaching area setback distance to the wetlands. In addition, the State Environmental Code (Title V) does not require the owner to install a brand new septic system, innovative system, nor a tight tank for an addition with no increase in flow. Sincerely, " Thomas McKean From: Joanna Buffington [mailto:jobuffington0cimail.com] Sent: Monday, March 14, 2016 9:51 AM To: Health Subject: Septic Concern - 47 Ocean Avenue, Craigville Good morning. I am an abutter(63 Ocean Avenue) of the property of concern: 47 Ocean Avenue, Parcel 226035 (map/lot 226/035) -- in Craigville (Centerville). This previously 867 SF 2 bedroom cottage on 0.15 acre parcel that borders the Centerville River and wetlands (100% inside the 100 foot buffer zone) is in the process of being completely rebuilt. A second story, along with rooms jutting out over the foundation footprint, has been added, more than doubling the habitable living space (though reportedly maintaining the 2 bedroom number). The "as built" card on the assessor data base lists the septic as installed in 1992: 1000 gallon tank and 1000g capacity pump, pumping septic content up to an previously existing pre-cast 46 foot cistern/"pit". Given the major improvement in septic system designs (I/A systems) and this property completely within the sensitive marsh buffer zone—why are they not required to modernize the septic system to protect our wetlands? Thank you for checking on this, and I would very much appreciate hearing how this works in Barnstable — I'm on the Eastham Board of Health (my year round residency) and we would require I/A(or a tight tank) for a case like this. I'm still no expert, and thank lane Crowley—our wonderful Health Agent,for all her work in educating us volunteers :-). McKean, Thomas From: Joanna Buffington<jobuffington@gmail.com> Sent: Tuesday, March 15, 2016 6:07 PM To: Perry,Tom; Health Cc: Jenkins, Elizabeth; Buntich;JoAnne; Dr.Allan Goroll; Rick Ireland; Ed Deyton; Paul Niedzwiecki Cape Cod Comm; Lynch,Tom;jim lane Subject: Re:47 Ocean Ave. Craigville Village Hello Mr. Perry and Mr. McKean—I would like to add my concerns to those already expressed about size and extent of this "rebuild" in the historic village of Craigville. My concern is from the perspective of health (human and environment). My family owns the home built in 1906_at 63 Ocean Avenue. We received an abutter notification for conservation regarding this property, but not zoning or health,which apparently were not required for review before issuing a building permit. I reside year round in Eastham, where I am on the Board of Health. I understand that town regulations and by-laws may differ, but am astonished that this project did not require Board of Health review. An 867 square foot 2 bedroom cottage on a 0.15 acre parcel that borders the Centerville River and wetlands(100% inside the 100 foot buffer zone) is in the process of being completely rebuilt. A second story, along with rooms jutting out over the foundation footprint, has been added, more than doubling the habitable living space (though maintaining the 2 bedroom limit I'm told). The "as built" card on the assessor data base lists the septic as installed in 1992: 1000 gallon tank and 1000g capacity pump, pumping septic content up to an previously existing pre-cast 46 foot cistern/"pit". Given the major improvement in septic system designs (I/A systems) and this property completely within the sensitive marsh buffer zone—why are they not required to modernize the septic system to protect our wetlands? Joanna Buffington, M.D., M.P.H. On 3/14/16 6:23 PM, "jim lane" <iarthurlane@hotmail.com>wrote: Mr. Perry, Does an "as of right" approval trump a designated DCPC District's regulations on size, shape and 2nd floor 80% coverage, and facade set backs? Will an "as of right" ruling also apply to Mr. Tonsberg at 2 Short Beach Road next to the "elevator house"? I supported the DCPC because it was expected to keep homes on Craigville Village's undersized lots to scale and protect our resources and view scapes. I also understood that homes in. the DCPC District were no longer "grandfathered" and not subjected to other old rules. I am copying abutting neighbors to 47 Ocean Ave. that have contacted me and are very concerned and outraged over this development. Your response to all will be appreciated. Thank you. Jim Lane President-CCMA Subject: FW: More on 47 Ocean Ave. Craigville Village Date: Mon, 14 Mar 2016 16:53:25 -0400 From: ioanne.buntich@town.barnstable.ma.us To: iarthurlane@hotmail.com 1 CC: Tom.Perry@town.barnstable.ma.us; Elizabeth.Jenkins@town.barnstable.ma.us Hi Jim, In looking into this it appears that the project was determined to be an as of right project and so was issued the building permit. If you have any questions about that determination you would contact the Building Commissioner who is copied on this e-mail. Let me know if there is anything else you need. Thanks,Jo Anne Jo Anne Miller Buntich, Director C; DEPARTMENT GROWTH MANALGEMENT Town of Barnstable 1 367 Main Street I Hyannis,Ma 02601 p508 862 4735 1 e-mailioanne.buntich@town.barnstable.ma.us <mai Ito:ioanne.buntich@town.b arnstable.ma.us> website <http://www.town.barnstable.ma.us/> I Business Barnstable <http://www.businessbarnstable.com/> I HyArts <httP://www.hyartsdistrict.com/> I Barnstable iForum<http://www.barnstableiforum.com/> m ilto:iarthurlane hotmail.com From:Jim Lane[ a I @ ] Sent:Sunday, March 13, 2016 11:00 AM To: Buntich,JoAnne Subject: More on 47 Ocean Ave.Craigville Village JoAnne, FYI Photos taken by Dr. Joanna Buffington of 63 Ocean Ave. Process reminds me of the "elevator house" on 26 Short Beach Road. A small one story cottage transformed into a min-MacMansion. Other next door neighbor Rick Ireland, (51 Ocean Ave.) is in Veit Nam until after March 18th. I had the impression that DCPC regulations eliminated this type of growth in a structure. Jim 2 Date: Fri, 11 Mar 2016 17:32:48 -0500 Subject: Re: FW: 47 Ocean Ave. Craigville Village From: jobuffington@�mail.com To: iarthurlane@hotmail.com Thanks. I will be very interested to hear (and see) the follow up. I sent these pics to Rick . On Mar 11, 2016 5:11 PM, "Jim Lane" <iarthurlane@hotmail.com>wrote: JoannA, JoAnne is the Director of Growth Management that introduced the DCPC regulations to maintain scale, and our historic charm. Jimn From: iarthurlane@hotmail.com To: ioann.buntich town.barnstable.ma.us Subject: 47 Ocean Ave. Craigville Village Date: Fri, 11 Mar 2016 21:29:36+0000 Hi JoAnne, The Weismann house on Ocean Ave. has raised eyebrows and a lot of questions. We understand that although the entire structure is in a buffer zone next to the Centerville River, it was approved by the Conservation Commission as demolition and construction on a raised flood plain foundation on an existing footprint. The original cottage was also not subject to historic review because it was under 75 years old. The former one story cottage is now reaching for the sky. The new foundation only added about a foot to the prior existing foundation. There are first and second bump outs over the former footprint. Has anyone seen this development? Is this structure within the regulations of the DCPC? Many of Craigville's seasonal neighbors have not seen the Weismann project and there will be questions and concerns. Your response will be appreciated. Thank you. . 3 Commonwealth of Massachusetts P z* W Title 5 Official Inspection Form p QQQ _ Subsurface Sewage Disposal System Form Not for Voluntary Assessments 010 ° M 47 Ocean Ave, Crai ville Property Address %000p, 4m Pamela Weisman I"' Owner Owner's Name t-A information is t1 required for every L4",; trr-' MA 01773 July 21, 2015 page. City/Town ow State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When filling out forms A. General Information on the computer, use only the tab 1. Inspector: key to move your cursor-do not David B. Mason use the return key. Name of Inspector David B. Mason r� Company Name 4 Glacier Path Company Address East Sandwich MA 02537 City/Town State Zip Code 508-367-1617 S1287 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 July 22, 2015 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•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 47 Ocean Ave, Craigville Property Address Pamela Weisman Owner Owner's Name information is I Lincoln MA 01773 Jul 21, 2015' required for every Y 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 observations noted in this report represent the condition of the system only on this date of inspection and the information contained herein does not guarantee the continued operation of the system. Increase in use may result in hydraulic failure. B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no" or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old* or the septic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. * A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 47 Ocean Ave, Craigville Property Address Pamela Weisman Owner Owner's Name information is Lincoln MA 01773 Jul 21, 2015 required for every Y page. City/Town State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approvaliof the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ;M 47 Ocean Ave, Craigville Property Address Pamela Weisman Owner Owner's Name information is Lincoln MA 01773 Jul 21, 2015 i required for every y page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool Static liquid level in the distribution box above outlet invert due to an overloaded ❑ ® or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than '/z day flow t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ^M 47 Ocean Ave, Craigville Property Address Pamela Weisman Owner Owner's Name information is Lincoln MA 01773 Jul 21, 2015 required for every Y 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 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 El El Area—IWPA) or a mapped Zone II of a public water supply well If you have answered "yes" to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 5 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 47 Ocean Ave, Craigville Property Address Pamela Weisman Owner Owner's Name information is Lincoln MA 01773 Jul 21, 2015 required for every Y page, Cityfrown 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 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 l5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 47 Ocean Ave, Craigville Property Address Pamela Weisman Owner Owner's Name information is Lincoln MA 01773 Jul 21, 2015 required for every Y page. Cityrrown 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? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonal use? ® Yes ❑ No Water meter readings, if available last 2 ears usage d Yes 9 ( Y 9 (gP ))� Detail: 2013; 10,000 gallons and 2014; 9,000 gallons. Sump pump? ❑ Yes ® No Last date of occupancy: UnknownDate 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: See Above t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 47 Ocean Ave, Craigville Property Address Pamela Weisman + Owner Owner's Name information is Lincoln MA 01773 Jul 21 2015 required for every _� page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Board of Health 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): Pump chamber is part of the system. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments � 47 Ocean Ave Crai9 ville Property Address Pamela Weisman Owner Owner's Name information is Lincoln MA 01773 Jul 21 2015 required for every Y 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: Installed December 2, 1992 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): + Depth below grade: 3feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: 10+feet Comments (on condition of joints, venting, evidence of leakage, etc.): Septic Tank (locate on site plan): Depth below grade: 1411 feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1000 Typical Sludge depth: 0" t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ;M 47 Ocean Ave, Craigville Property Address Pamela Weisman Owner Owner's Name information is Lincoln MA 01773 Jul 21, 2015 required for every y 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 47" Scum thickness Distance from top of scum to top of outlet tee or baffle 3" Distance from bottom of scum to bottom of outlet tee or baffle 16" How were dimensions determined? Scour Stick Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Effluent level with outlet invert. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top scum of to to of outlet tee or baffle - p Distance from bottom of scum to bottom of outlet tee or baffle -- i Date of last pumping: Date Lt5m.-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 47 Ocean Ave, Craigville Property Address Pamela Weisman Owner Owner's Name information is Lincoln MA 01773 Jul 21, 2015 required for every Y page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 47 Ocean Ave, Craigville Property Address Pamela Weisman Owner Owner's Name information is Lincoln MA 01773 Jul 21, 2015 required for every Y page. Cityrrown 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 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.): Unable to locate distribution box due to depth and no "ties"to the distribution box on the Barnstable Health Department As-Built card. i Pump Chamber(locate on site plan): i Pumps in working order: ® Yes ❑ No* Alarms in working order: ® Yes ❑ No" Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Pump chamber cover to grade. * If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ;M 47 Ocean Ave, Crai9 ville Property Address Pamela Weisman Owner Owner's Name information is Lincoln MA 01773 Jul 21, 2015 required for every Y page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ® leaching pits number: 1 ❑ 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.): 4'x6' leaching pit with 3' stone around. No signs of hydraulic failure. Leaching pit is 2.5' below grade. There is no riser on the leaching pit. Bottom of leaching pit is 5' above high tide. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth —top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool — Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 47 Ocean Ave, Craigville Property Address Pamela Weisman Owner Owner's Name information is Lincoln MA 01773 Jul 21 2015 ' required for every _ y 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): Ma terials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 14 of 17 Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °M 47 Ocean Ave, Craigville Property Address Pamela Weisman Owner Owner's Name information is Lincoln MA 01773 Jul 21, 2015 required for every y 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 l5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 47 Ocean Ave, Craigville Property Address Pamela Weisman Owner Owner's Name information is Lincoln MA 01773 Jul 21 2015 required for every y 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: 11.5' feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ® Observed site (abutting property/observation hole within 150 feet of SAS) ® Checked with local Board of Health explain: Groundwater Contour Map ❑ Checked with local excavators, installers- (attach documentation) ❑ Accessed USGS database -explain: You must describe how you established the high ground water elevation: Groundwater Contour Map. Determine elevations based on shots taken on grade over leaching pit and abutting wetland at high tide. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 47 Ocean Ave, Craigville Property Address Pamela Weisman _ Owner Owner's Name information is Lincoln MA 01773 Jul 21, 2015 required for every y page. CitylTown 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 t t l5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 Assessing As-Built Cards Page 1 of 2 TOWN OF BARNSTABLE LOCATION SEWAGE # 2� VILLAGE ASSESSOR'S MAP& LOT�Y o 3 INSTALLER'S NAME& PHONE NO. SEPTIC TANK CAPACITY I(71`_V `�zr r� \ Ciro LEACHING FACiLITY:(type) (size) NO.OF BEDROOMS o� PRIVATE WELL O PUBLIC W 'PER f/ BUILDER OR OWNER_'_ �--te- Lu-'-;;S dtir�V DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No I/ r 5� �� t-L-E�o�'rTw�3'Rc•. http://town.bamstable.ma.us/Assessing/HMdisplay.asp?mappar=226035&seq=1 7/20/2015 No...l.j7L-.6__FZ —o Fps.. Q................. THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE Appliratiuu for Biipusal Works Tuus#rur Application is hereby made for a Permit to Construct ( ) or Repair (/an Individual Sewage Disposal System at: .........` . .. . . .............. ................................................... L............................... .Location-4ddress or Lot No. ............ c�Wl �. 1��L.1. Y.-�GI& [4..................••. ..........................-n. S�!r ................................................. Owner Address `�� _. !t�-- 5��--------------- ---------------- �_C�_4._.f'S a 4 (P.--- Installer Address M UType of Building Size Lot............................Sq. feet Dwelling—No, of Bedrooms----�—..............................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) P- Other fixtures .----•--------------------------------------------------•- W Design Flow............. .................gallons per person per day. Total daily flow....... .....................gallons. WSeptic Tank-k Liquid capacity/.XD.gallons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench—No. .................... Width.............._..... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No....... ........... Diameter..../,�-_----__. Depth below inlet-___Y�-------- Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( fry G07AD Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................mmutes per inch Depth of Test Pit.................... Depth to ground water..................... 44 Test Pit No. 2................minutes per inch Depth of.Test Pit.................... Depth to ground water........................ P4 •---•-•-•--------------------•----••-------•-----•••-•-•---••-•-•••-•.....----•-........-----_-_...•......................................................... 0 Description of Soil........................................................................................................................................................................ x U w x --•---••••-•------------------------•-----------••-------------....------------. ...............------- - -------- ....-•--•••-•-•-..... U Nature of Repairs or Alteration —An wer when applicable.__ IA��_____k 0 .S.. .._�—`� ..................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been i sueedd by the board of health. -" ---- ----- --'--'-------------- ------------ ................. Date -- ApplicationApproved By ................ ---------------------------------------------------------------------------- ------ 1 U Dare Application Disapproved for the following reasons- ------------------- ---- ----------------...................................................--------- - --------:............. ------------------------------------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------- .gyp Dace Permit No. -� / Issued ace THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliration for Disposal Works Tonstrnrtion Permit Application is hereby made for a Permit to Construct ( ) or Repair (vj/an Individual Sewage Disposal System at: .......... ........1Y........................ ................................................... T --------------------------- Location-.ddress or Lot No. ............�.- Cl 2''.,.: CA.._._ ---------------------- ..........--................'^Z. -. ---—------—----------------------..-- Owner C r a -- . �= ....... ! ....... P L (................PQ Address Installer VType of Building Size Lot............................Sq. feet �-t Dwelling—No. of Bedrooms....::;; -.-----------------------______Expansion Attic ( ) Garbage Grinder ( ) a e of Building a Other—T yp g ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) Other fixtures W Design,Flow............ .................gallons per person per day. Total daily flow-_.-."- --------------------gallons. WSeptic Tank 4--Liquid capacity/0.0_gallons Length................ Width................ Diameter................ Depth-_•"__-___._._-- x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area_.-_.-"---_-_-____-_sq. ft. Seepage Pit No......... Diameter----lc�.._..... Depth below inlet-___y�........ Total leaching area------------------sq. ft. Other Distribution box ( ) Dosing tank ( lr)" C77 G k D s lA«y p .) a Percolation Test Results Performed by.......................................................................... Date--------------------------------------- Test Pit No. 1________________minutes per inch Depth of Test Pit-------------------- Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water_.-_"____.-.----___-_--- 0 9 --------••----------------•------•-••-•-----•------•---••___...._...__.......--------•--•--•---.............................................................. Description of Soil--------------------------------------------------------------------------------........................................................................................ W U ---------------------------------------------------------------•-----------------------------------------------------------•-------------------------------------•----------------------•--------------- W UNature of Repairs or Alteration An wer when applicable__ ?^-S _ ��-----!_ ?Q�1_.S�DI tY_____`-�IL� c�.-( :____- ��i``; `� U` `-`� ��` ��?----�YT ��----�'3-�-_S7,a,i-�y`�= Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. { Signed`` . `` = . # � JJ ---- - ----------- -- --- t Date y 11 Application Approved''BY - ------------ ----- - - _ 9- �L _ i r � Date.......�_. Application Disapproved for the following reasons- -------------------------------------- ------------ --------------- ----------............................-------------------------------- ------------------------------------------------------------=---------------------------- ------------------------------------ Date Permit No. c� = /.....----. Issued ------------------------ •r_ Date j , t THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH l TOWN OF BARNSTABLE (fertifirate of C omplinurr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( by...._............................... �4' F. ��r .t�r.b..5) 'l`n C.. Installer at ---------------------------------------- C vac-ti--v�-��``------------------------------------------------------------ hasl been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. --..---.--:c1�_--. e/f........-- dated ............................................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE------------------ y ): Inspector -, _ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH G TOWN OF BARNSTABLE No. ! _ �� F....... ...... Disposal Norks, Tons#rnr#ion Permit Permission is hereby granted"..........j-.... _ .p =tz j ��`' / ......................................................... to Construct ( ) or Repair an dividual Sewage Disposal System r at No--------------------------------------------------•---------C-``-- `---`--------- - = Cy G` v�\C� ....._ Street �as shown on the application for Disposal Works Construction Permit No..__ _.-... _ __ Dated.......................................... -------------------------------- ---•------------------------------------------------------ - Board of Health DATE................................................................................ FORM 36508 HOBBS&WARREN.INC..PUBLISHERS ;�4 - TOWN OF BARNSTABLE LOCATION d LP_-� ru A�..e_ SEWAGE # � VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY i(7FV 4E;'Zn c�Z LEACHING FACILITY:(type) PfLe_-G(A9 PLC (size) 4--C&ct4 3 NO. OF BEDROOMS �— PRIVATE WELL O PUBLIC EW R t;/ BUILDER OR OWNER DATE PERMIT ISSUED: a — DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No �� Oor�sctL�,�,nc�C om a F � o I / AsBuilt Page 1 of 1 TOWN OF BARNSTABLE LOCATION SEWAGE # 2� VILLAGE ASSESSOR'S MAP 6 LOT�,),)j�03 INSTALLER'S NAME & PHONE NO. r- A. ()C.l- ALLL<;�-ej t�� SEPTIC TANK CAPACITY i<T2'� `•�Zn i C L \ G�ti �✓ LEACHING FACILITY:(type) P%T— (size) 14-tiC'C'- 31 NO.OF BEDROOMS PRIVATE WELL O PUBLIC W ER (/' BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No__� ki �Oap 5c(}i l c�,oni 1C http://issgl2/intranet/propdata/prebuilt.aspx?mappar=226035&seq=1 6/6/2018 ---------------8'-l"—.. - (5 lb, r----�---38'-10"^--- — — — _'97'-2" .—. — — — — w 18'-8" 5,-1„ 21.g s 7'•4"� __-9 3„ ,_01 s 12'4" 41 'r FIRST FLR. 4 ' P.T.BLOCKING AROUND STEEL OVERHANG i 3'-1 Y' COLUMNS,P.T.SURROUND 51_4" ABOVE I f ' I y 1YP. • < i ' ALUM.FRAMING AND SCREEN TYP. 2'-4"H.PT.TOP OF -+-----8' STEP N. BRICK PAVERS f f UN-FINISHED 15-0" ° ; 1 4X4 PT POSTS ON BASEMENT HOLD OFFS,WITH PT 'V4 FLOOF, a°srEPDN. $-3'4'TOP OF CONC. 8'0, 14-4" SLOPEIS WOOD SURROUND, C I 3'_8" PATIO I r SLAB TO DRAIN NP•OF 4 THIS ARE EXISTING— If3 -------._.,.._ - ____. __ _ .r"_— 71 SQ RETAINING A3.1 f WALL 32 2"x4"P.T.@ 16"O.C.WALL SCREEN ROOM 4 FLOOR I w/3-1/2"CLOSED CELL FOAM 4'-6" SLOPES , INSULATION&Y2"BLUE BOARD 3'-O"TOP OF CONC. 5'-3Z" TO DRAIN I w/e"SKIM COAT PLASTER. - — — — 27 4" 3'-2' 0" r--5'-74'�- -- ---g'-102, q' _3" 2'-10„ „ 2'-11�" 3'-8' I ,_3, O 2,_��, ::14�t ,----- 7'_g" T g'- �2 �r..a a�r1 1 Q, ,_3 „ 8 r18 8" 0 -7" 2'-g" FI�tST .� +��GNLA. �� 'S� 4 3,-53„ ♦ 2 SMART 3'-81„ RELOCATED LR. I • `° %► 3'-3" 8 / VENTS 4 EXISTING OUT 3'-2" O ERH NG o n STACKED DOOR SHOWIER. ABOVE UNDER D TO 150 WINDOW RY WELL. I SS '••�`': ST IR fi O 8"STEPDN. OP I -CURVED /�TyoF.....».•'��y`\��• 11"EA. G S BLOCK _ 11-1" 1 1 I 1� MASS►. 12 -a'- --- --3-5' — STOR. 4-11 w L o 7�- 12-4" UN-FINISHED d HT. „ I f 3'-8" TOP OF SMARTA1 , 0 SUMP CONC.SLAB VENTS f PUMP STACKED i NO. REVtStON Dime „ I UNDER WINDOW - 14 . il 4 I — — a: Weismann River House ' 47 Oceen Avenue 2 2 Centerville MA A \� � I SCALE: 114"=1'-0" 1'4° ; 6 16-38-- _ —— — _ 2-1 O 2-1 O 3-4 TITLE:BASEMENT FLOOR PLAN 39'-10" - 8--1" �--- -47'-11" '_3„ DATE:October 1,2015 '— , 1� 1 ]111CHAEL A.JTMERSON A.LA. A3,2 ARCHITECTURE&INTERIORS 193 Horseshoe Lane Centerville,MA.02632 509 775-4264 mejamh@corneast,net 17'-2" �—, 2'83'� 2'-18 '-91„ 3'- „ 2.18" 2'_7$ -9'=-----� 6'-- ---•4'6" �„ _ , -11" 16 2'41 d�„ 2'-4- /2" 2 8 , 1�2'� 1" 14 S -- CANT I EVEN i 3'4" 10'-6" '--- 3'-4" ' '-1oil 4 s � BED ROOM 1 i 7,6„ 15-0° POF CH 15-d" DECK � 13 ' 1 $ I V .1 I 2 4'-10-1" _10.1.,, 2'_q 2'_6 , ,_104„ $ I 1 I I r 11 II I 4'-04" L 12 $ 10 10 E /2 AT 3/4 BATH - 4 I I 7 �t, I I C 5'6" 2'_l1$" 11 '2'-92"CANTILEVERrkD B.i.�7z — S 9 . •" 2,_3„ E I L e 10"x5'0`' ��- 1'-0' e- WINDOW SEAT 1-b 8' 4'-78" B _ - 1 B.E.BOOKSHLV'fi. �'' — — 017 7_11 V'9� , 2'-10 2-24 4 1 2-42 2-114 -44 ----- $ _d" _5z' —7-8"-� --� v�.*"p�ti jj,yF-0" 1N-2" FIN.FL. LEV. J3' " B \ `'� VZ 4s t 1 I 8 � �irL3-5 ' DINING ,AREA I \\ 3'_1" I \ 6'-78" STABLE MASS. I r OPEN TO � ..M...• L � � 3-8-5 TR. f "-'- ----- ; 12 I A .3 II CATHED RALII p M 12 S IR � CEILING -A.s.s.�►�.� • , 1'- 1 DO N ABOVE - KITCHEN Dw ; I ,� — - — 3'-11, I I i e 11 A1 . 1 6'-102, LIV(NG AREA , 1„ E \ T' �� f f 4 2.6-. __ I 4'-3 3-6 12, 3 I I I \ 2 I I-3'-6" 10'-3" 3'65" 0'61" '_2, ,0'y�--3A. '_4„ '414---g,03„ -�.. IC 62' 4 / 2'-6MENDOTA 2" 1'$„ S FIREPLAC i 4 2'-d" OV_ "� 1, �' O I 5 SCALE: 1(,�=1'-0�,;..,,, 2 1-62" TITLE:FIRST FLOOR PLAN 15,_8" 2d ,5�„ 6 _57" 2,$5" 2, ,' 2_$2 ,_$„ 1,_52" 23'-10"„ A .2 MICHAELA.JIMERSON A.C.A. ARCHITECTURE&INTERIORS 193 Horseshoe Lane Centerville,MA-02632 509 775-4264 mnjarch@comcast.net 17'-2" 2'-72' r 25 26 12 2'X r,rrr a$ I 2'-4 „ 2, 2 2 I 2 �2 32.3 " i -2 x 6' '3 ' -38 12'475" 7, , 6, 1, 2 8-118 \\\ BED ROM 2 ///8'-31-" $ 24 2 3 5-1t2„ I 'k LOWER ROOF'TYP. 3/4 BATH �\ �/ / ,_ 8f 2,1 2'-104" 8'-114'- 0 7' L f 4 22 232 .....,.._ \ i 4' 2,,�„ I -1 OPENING �`�G'c, �`A~,A.�C • �\ // `\ }' ✓/yam ,• 4'-3" \\ W/D \ I // V-2fi" 5'-11 ' \ I / 0 zoo ` • , 12 4" '-&$' 11!. 13 .,, 3,�1�, 18%fI 3,_1,� 2,-28, ,T� 92'-58''--�----r �_� - /3$� - v� -8$„ \ I / RIDGE BEANI OF CATHEDRAL 6,-2„ 11- 1" \� I \\ I p \\ I // CEILING OPENT — - - - - - -- - - - - - - - - - - - - -\ - - �— — — - ti — 12-4' ,--- 1'- 1" I Hoof @ 11"EA. / \ / A3.3 21 3 / I / [ \ E 2'-1 a' / f L�FT OFFICE OPEN TO Al . 2 3/4 j BATH // CEILING /"� BELOW \ \ 6`-2 3 / _ / \ RIDGES AND NO. REVISION DATE/ I 7-4g \ / \ / I `C VALLEYS TYP. CLIENT: _ Weismann River House 47 ocean Avenue r Cenlerdlle MA Q r 62" $ �1i9 20 19 „SCALE: 1/4"=1'-o".- -_ -�'_31" '- Z" f " 1 rf , TITLE:SECOND FLOOR PLAN g -11 08 2�104 2-104 18-11-41 r ,ram r DATE:October 9,2016 52'-12'. ARCHITECTURE&INTERIORS A3. 193 Horsesh La oe ne Centerville,MA.02632 508 775-4264 mFjarch@comcast.net SEPTIC REVIEW. NOTES. ` 1. VERTICAL DATUM S NAVD88 EXISTING: ASSESSED 3 BEDROOM HOME RIVERFRONT/BUFFER ZONE CALCULATIONS. w Locus �� 'PROPOSED. 2 BEDROOM HOME fi , o 2. FLOOD RESISTANT FOUNDATION DESIGN R � G EQUIRED, SEE -, USE EXISTING 1992 TITLE 5 SEPTIC SYSTEM, 1000 GAL e orseshoe Ln t� HARDSCAPE FROM BVW RIVERFRONT SIMILAR PLANS BY MICHAEL JIMERSON AIA. ALL UTILITIES TO BE eo SEPTIC TANK, 1000 GAL. PUMP CHAMBER, 4 DIA. , - POSED 1333 "SF RAISED UP ABOVE FLOOD ELEVATION 13 NAVD88. 1: 0 50 EXISTING 1320 SF PRO LEACH PIT WITH 2 STONE - 2015 SEPTIC INSPECTION 50-100 -EXISTING.• 12 SF PROPOSED 13 SF PROPOSED REMOVE 200 SF OF LAWN/NON-NATIVE 3. THIS PLAN IS FOR PR OPOSED WORK ONLY AND NOT TO B Mo l PLANTINGS AND REPLACE WITH MITIGATION PLANTINGS. E USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. ALSO REMOVE ALL INVASIVES FROM 190 SF AREA, REPLANT WITH NATIVE. MITIGATION PLANTINGS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VER IFYING THE 13SFX4 64 SF R EQ.= LOCATION OF ALL -UNDERGROUND &'OVERHEAD-..UTILITIES 3 SF X 3 = 9 SF REQ. PRIO R R TO COMMENCEMENT OF WORK. CONTRACTOR TO COORDINATE U 73 'SF TOTAL MITIGATION REQUIRED. TE UTILITY DISCONNECTS AND RECONNECTS WITH Q Nantucket 390 SF_PROVIDED O.K. APPROPRIATE VENDORS. N s . Sound 2 3 . A o 5. BUILDING.. LDING HEIGHT.:- EXISTING FLOORSPACE BELOW FLOOD _s w o ELEVATION SLAB ELEV. 4. I F - o / 3, RIDGE _.L. 28.5 24.2, RAISE TO FLOOD ELEV. 13.0 = 13.0+24.2 = EL.37.2: GRADE PLAN 6 E = .2 + 30 = EL.' 36.2 USE EL. 36.2 AS MAX ALLOWABLE RIDGE ELEVATION PER MEETING WITH LOCUS_ MAP TOWN 4 24 15. (PROPOSED 62 GRADE PLANE +29.8 - � NOT TO SCALE HT. = EL.0 . 36 0 < EL 36.2, O.K. e . > E LIC. #11598 ASSESSOR 6, GUTTERS AND DOWNSPOUTS S MAP 226 PARCEL.35 NSPOUTS TO BE DIRECTED TO s . o o DRY WELLS FIE LD ADJUST ONSITE AS REQUIRED.A QU RED. LOCUS IS WITHIN FEMA FLOOD sE3-44�s � F OD` ZONE 'AE EL. 13 � o 8 O+ AS SHOWN ON COMMUNITY, 0 MUNITY PANEL o � ' 25001 CO564J DATED 7 6 1 SALT MARSH _. � # /1 /20 4 Q w 2 EL Q o NEW FFLR ELEV. 14.2 PIE 4 MAP 36 V W 1 v FLOOD RESISTANT ANT 0 4 Q FOUNDA RON D Q j x RIDGE Z DESIGN BY E I tv O . � 45.2 ZONING SUMMARY OTHERS REQUIRED ) O O �2 18 FFLR. 20.6 F f �c s — ZONING DISTRICT. CRAIGVI V ti o LLE VILLAGE NEIGHBORHOOD CV EXISTING DWELLING TO � 2 � w u' �, Q v . � e£ RAZED AND 1 REQUIRED. EXISTING. PROPOSED. as � 4, �� r 99 r S O REPLACED !N THE SAME ? MIN.' LOT .SIZE 87 12O S.F.• 01 � �—i e o 00 1 4,366 S.F. O . F007PRINT sl 3� , mo MIN. LOT FRONTAGE 75 85 EX/SUNG RETAINING' �► . . G O R , . . �, o MIN. FRONT SETBACK WALL TO REMAIN AND � . . 2 O A '15 — SERVE AS WORK LIMIT F . ... O MIN. SIDE SETBACK 10/ 12 LINE IN THIS AREA. .' p O ,GA710N O ' MIN. REAR SETBACK 10 - • • • • • a REPLACE DECK a � _ �.-., � _ MAX. BUILDING HEIGHT 30' SEE_ NOTE 29.8 IN KIND, SCREE �o /� .� MAX. BUILDING COVERAGE 1686 MAX. 1234 1 234S.F.PORCH UNDER. ER P h � �� t t / S BORDERING VEGETATED J eyti e p X,.� i t LP a � MAX. LOT COVERAGE 3,200 S.F. 1234 - 1,234 S.F. WETLAND FLAGGED BY I HAUL YN CONSULTING -Ilk 0 5Al- c+ X R E � P A ., � . � p SITE IS LOCATED WITHIN CRAIGVILLE` O /� Po X . Z / 1�< 9 i, i VILLAGE NEIGHBORHOOD OVERLAY DISTRICT I / \ 1� VE�FOGS 06 DECK 12 0 P E ♦ 113 ,� (PAVERS XIST. S• k'` � GOB i� i� - BELOW , o �; ' I E OWNER OF RECORD PROP SED wo DWELL. �` t �I v ✓''�'---1-RECORDED LlM LINE 7.FND. EL. i H�L 1 / / ^W F` - ,�� . 9 h0.i ACCESS 12.43 I of /� v. So �, PAMELA ANN MADDALENA WEISMANN FFLR 13. / � � .� �I r ' S6 �'95 EASEMENT ( ) RIDGE 0 6 000, I v -_0 '110 14 TODD POND ROAD i DB 9904 PG 15 E snNc 28.s l+ �c, 000 E i LINCOLN, MA 01773 77NG TEPS �/ �k 0 I/ TO BE R TAINED / �' 2 e� A O +� � ADD nON L ` O EMO / RISE / ay + ALK 12S/ / �. REFERENCES ..REMOVE' GARBA 1000 �5 BIN PAD 21 SFG M RP Coro P 2 ( g 1 .1 �P R 3 DEED BOOK 1969 PAGE 343 �C i / �.� � 65 �- / �G �.' PLAN BOOK 163 PAGE 91 �l ,�, ,5 •y1 ti ��F, .�, /�"• Oh �s/i� p. RAP. FF Q- OP ORCH \- 5, 0 PANSION ! 5 � PLAN�86 G49 SFf G/ 0P I F LANU �`/ 6 -0F 5� ti Qo � � 15—FO MAP 226 #47 OCEAN AVENUEEASE NT 6 �� PARCEL 3 s� O O\ x RIDGE CRAIGALLE MA 44.0 _ 7 FLOOR 23.2 2 0 PREPARED FOR Po - PAMELA WEISMANN \v DATE: 7-22-2015 P � \o \ MAP 226 •(N pF M �ZH OF off 508-362-4541 ya�4 ASS fig. 'ygS S,y q c fax 508-362-9880 PARCEL 29 a o ti a DANIEL DANIELA. � <n downca e.co � s � p m O I x RIDGE �/ o OJALA A. ; OJALA J, 9.1 CIVIL �;4 n fI�Wd Q e en inee�i!! ine. No. � g �1 FLOOR. ,� � � 25.0 o� -- civ il e7 l e e CS Scale. 1 20/ TE land surveyorsONAL 939 Main Street R to 6A A D TE ' DANIEL A. OJALA `P.E. P.L.S. 0 10 20 30 40 50 FEET YARMOUTHPORT MA 02675 DCE 14-098