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HomeMy WebLinkAbout0064 FALLING LEAF LANE - Health 64 Falling Leaf Lane Osterville 2 Bed A = 144 003004 ? _ - i f i I` I i II f Commonwealth of Massachusetts lqq—00 3—00ilf �Y Title 5 Official Inspection Form W i Subsurface Sewage Disposal System Form - Not for Voluntary Assessments L •I ............. i 64 Falling Leaf Property Address Carol Smilgrin � Owner Owners Name information isi required for every Osterville MA 02655 9/7/2018 page. City/Town State Zip Code Date of Inspection .. ti 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 A. General Information u filling out forms on the computer, use only the tab 1. Inspector: key to move your cursor-do not James Ford use the return key. Name of Inspector Ford Septic Services, LLC „y Company Name P.O. Box 49 Company Address Osterville MA 02655 City/Town State Zip Code 508-862-9400 . S 12482 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 aluation by the Local Approving Authority 9/10/2018 Inspe or's Signature Date The stem 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 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. l5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 1 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 64 Falling Leaf Property Address Carol Smilgrin Owner Owner's Name information is required for every Osterville MA 02655 9/7/2018 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: 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.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form 13 Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 64 Falling Leaf Property Address Carol Smilgrin Owner Owners Name information is required for every Osterville MA 02655 9/7/2018 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 approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins.doc-rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 r Commonwealth of Massachusetts 91_ 119 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 64 Falling Leaf v� Property Address Carol Smilgrin Owner Owners Name isrequired for every very Osteryille MA 02655 9/7/2018 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 ❑ 0 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 1/2 day flow t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form h Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 64 Falling Leaf Property Address Carol Smilgrin Owner Owners Name information is Osterville required for every MA 02655 9/7/2018 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® 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. t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form M Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 64 Falling Leaf Property Address Carol Smilgrin Owner Owners Name information is required for every Osterville MA 02655 9/7/2018 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 1.5.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): 2 Number of bedrooms (actual): 2 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 220 t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts �, p Title 5 Official Inspection Form . Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 64 Falling Leaf Property Address Carol Smilgrin Owner Owners Name information is required ed for every Osteryllle MA 02655 9/7/2018 page. CityrTown State Zip Code Date of Inspection D. System Information Description: Number of current residents: 1 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 years usage(gpd)): Detail: unavailable Sump pump? ❑ Yes ® No Last date of occupancy: currently Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: l5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 f Commonwealth of Massachusetts 1 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 64 Falling Leaf Property Address Carol Smilgrin Owner Owners Name information is required for every Osterville MA 02655 9/7/2018 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: unknown 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): 15ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 `L\ Commonwealth of Massachusetts M Title 5 Official Inspection Form M Subsurface Disposal Sewage System Form -Not fo Y r Voluntary Assessments 64 Falling Leaf �.° Property Address Carol Smil rin Owner Owners Name information is required for every Osterville MA 02655 9/7/2018 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 -3/16/2001 as built card Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 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.): Septic Tank (locate on site plan): Depth below grade: 12" feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ lene pot eth y y El other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 gal. Sludge depth: 10 t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts 1= Title 5 Official Inspection Form i, Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 64 Falling Leaf L— Property Address Carol Smilgrin Owner Owner's Name information is required for every Osterville MA 02655 9/7/2018 page. Citylfown 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 15 Scum thickness 4 Distance from top of scum to top of outlet tee or baffle 5 Distance from bottom of scum to bottom of outlet tee or baffle 12 How were dimensions determined? measure Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): The Tees were present. The liquid level was even with the outlet invert.There was no sign of leakage. Recommend pumping the tank. Grease Trap (locate on site plan): Depth below grade: N/a feet Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 r Commonwealth of Massachusetts l9 Title 5 Official Inspection Form 13 b Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 64 Falling Leaf v g Property Address Carol Smilgrin Owner Owner's Name information is required for every Cisterville MA 02655 9/7/2018 page. City/Town State Zip Code Date of Inspection D. System Information (coat.) 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: N/a 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.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts r= I�P Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments a � 64 Falling Leaf Property Address Carol Smilgrin Owner Owner's Name information is required for every Osterville MA 02655 9/7/2018 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened)(locate on site plan): Depth of liquid level above outlet invert even 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.): The D-box was normal Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): N/a * 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: 15ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 17 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �. � 64 Falling Leaf Property Address Carol Smilgrin Owner Owner's Name information is required for every Osterville MA 02655 9/7/2018 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ® leaching trenches number, length: 4'W x 601 x 27 0 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.): There was no sign of failure from the trench. A camera was used. Cesspools (cesspool must be pumped as part of inspection)(locate on site plan): Number and configuration N/a 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 l5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form ' Subsurface Sewage Disposal System Form - Not for Voluntary Assessments a T% 64 Falling Leaf V Property Address Carol Smilgrin Owner Owner's Name information is required for every Osterville MA 02655 9/7/2018 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy(locate on site plan): Materials of construction: N/a Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 14 of 17 • �'� Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 64 Falling Leaf ti! Property Address Carol Smilgrin Owner Owner's Name information is -Osteryille MA 02655 9/7/2018 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 C � a I A 10 ® r a y � ya a 1(,� 3S� 3 31 y� y s 3 ay 15ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 P Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 64 Falling Leaf Property Address Carol Smilgrin Owner Owner's Name information is required for every Osterville MA 02655 9/7/2018 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: 30 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: Using topo and water contours maps ❑ Checked with local excavators, installers -(attach documentation) ❑ Accessed USGS database -explain: You must describe how you established the high ground water elevation: see above Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form = 7 Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 64 Falling Leaf Property Address Carol Smilgrin Owner Owners Name information is required for ever CiSterVllle MA 02655 9/7/2018 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ❑ Inspection Summary: A, B, C, D, or E checked ❑ Inspection Summary D(System Failure Criteria Applicable to All Systems)completed ❑ System Information— Estimated depth to high groundwater ❑ Sketch of Sewage Disposal System either drawn on page.15 or attached in separate file t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 OF VE t Town of Barnstable BAaxsrAete, 1619. ,� Board of Health AlFp��p 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 1.44, 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 the even numbered lots) were owned by'Ostefrville Highlands Trust. The remaining appl,ications f - indicated that parcels,1, 3, 5, 7, 9, 11, 13, 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.planslacked 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 applicant(s) and the Board of Health. The Board members rendered a decision on September 3, 1997 during' a special public paring. 2 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 (lots 1-10 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 CA 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). 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 15.2i4, 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. 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)..." 5 4 f . 11. The applicant is entitled to pursue an aggregate determination of nitrogen loading per 310 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 1-9, 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 CMR-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 will entitle the owner to a design flow of 330 gpd: 5 n 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 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 s stems is modified g _ y O 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 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 p plan ursuant p 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: IN FAVOR OF DECISION : RASK, GRADY, MURPHY . OPPOSED: NONE ' r Dated: October 7,-1997 Susan Rask, Chair Barnstable Board of Health v .TOWN, F.,BARNSTABLE LOCATION L4 \\�4 »�'a 11- SEWAGE # \�P ;' • �• ASSESSOR'S MAP & LOT q INSTALLER'S NAME&PHONE NO. ' SEPTIC TANK CAPACITY ' —` 'jam% / L A LEACHING FACILrrY: (type) '_ re vu:-\ (size) l X' Ind X' a NO.OF BEDROOMS 2, BUILDER OR OWNER PER1v rrDATE: /2 `Z(—Z-'9r'E COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and,Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by i SIZ 0 8Z CZ; 3 ate , C 13, C3Y 3 f , w CD1 No. / U �. ! a,«..--.f y Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes , PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS ZIppfication for Misspool *pgtem Con.5truction Permit Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) 1VComplete System ❑Individual Components Location Address or�LCCot No. y Owner's Name,Address and Tel.No. �r f7-t�pd-`1"�a�r.2 dS �Wi��e osi1 i fIto /4o&/a�d-s Y uif-, �G� ssessor's ap/Pazcel / ° ,� 8!o°t �1k '•� ps ;/1e /°r'�✓ Installer's Name,Address,and Tel.No. 3'r Designer's Name,Address and Tel.No. Type of Building: U.'u'' Dwelling &,-No.of Bedrooms�f Lot Size 49,06 sq.ft. Garbage Grinder A) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow , gallons per day. Calculated daily flow 33 6 gallons. Plan Date 16 -130—.g6 Number of sheets I Revision Date _7 Title & *g ems/ 00/d4,. i/`& �&A /°• Size of Septic Tank /so0 GdjType of S.A.S. a° X V'��X(u0 �hP.ui Description of Soil 0° _02° .Z da.1M c��"sn)� � ®?° � /,R '_,A&4 4,u S d44d - hit w Nature of Repairs or Alterations(Answer when applicable) Date last inspected: DESIGNING ENGINEER MUST SUPERVISE INSTALLATION AND CERTIFY IN WRITING Agreement: "THE SYSTEM WAS INSTALLED IN STRICT The undersigned agrees to ensure the construction and maiigtE DPI T abed 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 byAhis Board o Health. Signed Date 'Z Application Approved by Date Application Disapproved for the following reasons Permit No. _ a`' Date Issued No. ' xin Fee Entered in computer: THE COMMONWEALTH OF MASSACHUSETTS Yes �. PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIpprication for Mi.5po!6al *potem itongtruction Permit Application for a Permit to Construct( Repair( .)Upgrade( )Abandon( ) 5(Complete System .EIndividual Components Looc',atiio�n Address or Loot No. A� </ Owner's Name,Addr�esss�and Tel.No. , A�sse sorsul�i'aplKRL / PVS( - 3 iU , ., 8/a �,G1�t S'1 •/ Os9ce-zv�/le Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. JVS PA p t/ -n-MeR w l/ Pf-dr" 145 d bOU� Type of Building: VJC4t Dwelling ✓No.of Bedrooms a Lot Size 0 0 sq.ft. Garbage Grinder(Ak Other Type of Building No. of Persons Showers( ) Cafeteria( ) '�. Other Fixtures Design Flow SJ gallons per day. Calculated daily flow 33 d gallons. 9" Plan Date /a -30-f6 Number of sheets / Revision Date /�- ' Title L'e+*9� Pnl 401't Zald4, - tQ S��%�At- . Size of Septic'Tank 1560 G'u,/ II Type of S.A.S. A X V' X(n0 Description of Soil D' -oZ ' ,Z Qd tM *, .�tt�s0} r - o? �a � z°DQ%cG l9w s lmc( Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system m accordance with the provisions of Title 5 of the Environmental Code and not to lace the system in operation until a Certifi- ��� �:� z� P P Y P Cate of Compliance has been issued by s Bo d of Health. Signed Date ` Application Approved by J s � � Date Application Disapproved for the following reasons Permit No. �I 0 a-' Date Issued�°—_° --------------------—---------". THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS i (fertificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(t-j!)Repaired( )Upgraded( ) Abandoned( )by at &4 q has been constructed in accords e with the provisions of Ti e 5 and the for Disposal System Construction Permit No. 7A. dated I- Installer Designer The issuance of thi71474 t shall not be construed as a guarantee that the syste ill func 'o designW. Date 3 G Q/ Inspector 4lrQd,, IQ No. � ---�--------------------------Fee / e' , THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Mi5pogar *pgtem Construction Permit Permission is hereby granted to Construct()C)Repair( )Upgrade( )Abandon( ) System located at�(A'1� i;_.11 i 14 .AP c f- x d O sloe u�ai/�'e and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed.within three years of the date of this permit. Date: �n�.- o��- o 0 Approved by j ���°�°l��s a.�-r��� ,���3 �� � A;w�,,( r •--�.a �, o. Y :.h � ' h, a -�-�_ !-�` �.�k-s. a 2�� TOWN.OF BARNSTABLE.' �~ < LOCATION. SEWAGE #'. VILLAGE ASSESSOR'S MAP & LOT 1I y-3-'J I INSTALLER'S NAME&PHONE NO. cc n1 SEPTIC TANK CAPACITY /S61C) s; LEACHING.FACILITY: reanc�� 4 (type). (size) y X�n0 X NO.OF BEDROOMS BUILDER OR OWNER._ VMS Sv",W co�1ty . PERMIT DAT'E..../z —Z 6 —z0yd..: :. COMPLIANCE DATE 3: I Separation Distance Between the: . Maximum Adjusted Groundwater Table to the.Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facili ty (If any wells exist on site.or within 200 feet of leaching facility):`. Feet Edge of Wetland and.Leachin 8 g Facility(If any wetlapds:ezist within 300 feet of leaching facility) Feet Furrnished by At I e . i f F A B C� = 31 { t - - - - 4Z y � - Fi Ir-4 yrR-4 yr n•�• �-+o' t•-r •-r �•-: r-+-- •r+yr b ; T",f Cw Nr-o �r yr g � IT ra t ni yr run••r Y► � I 0 +^ ►- n,�vr� no Z M CLO• (.n 4 ® ■I.T to�M .-1 wr M i w b 37 4 1 ILWomm o 0) © g 1 G T r� f A�AliaD ! a 1� a •s w ; b I 1 Tn rr .vrr r� .ate n ••• it T 4 1. LA C. •t�, _ •1 3 1 , 1 Il 000" - OPTIONAL tD ' I I 1 Q01T1 DOaNaa AOOVe „ i! •�K •7 1 IBTIIISY iei 1 • r: O`-r I 3 - yy b._.• r-� -w lir s•-a ri s•-a- s•-T s•-r c-r r-a yr •-0 -0- s • r-I if FIRST FLOOR PLAN BEACON ,,,Wxc„w111 cow"""" sewLal s.sr•.o .aAw �o•+ar cr � N CA \ D�sl`+-i D,4TA S 63'6b'10" . W 100.00' '51►�1�E FIaMIL`{ 2 gB�t�v� s�1-ba�uy�. . 77Aa Ly FLOW = 3 SSG TAN. X?m usa: I5o0 GAS. �Ac�►c.l� SYsT� 1�s�N ti� x 41;rU GA71 D N AMA 2;&'CP D, r 03 CA c a FND. t OC. c APPUG4T1oN Ala DESIbN c $ 1 1 -14-2000 c c 51r�wacL AM4= 2 (-z- = Z�1 o 5 F #nTTom Azm4 = d =mod- M r PEi?Goc.4Tl0+,J. czdj� L S Mlv�1 9�� - 1 10 1a �'.i' �T.iFH1=1V i-�y i ��!. Vie.• — — — I j, 1 fi 4� O Q �S FALLING LEAF LANE 50' RIGHT OF WAY E 1 41.o �FC. z 5__ � �rv�►�"rG t �(1z ,j � INtC 'i7.5 5 Lw - 2 ' l.sraui T1zE�JG►4 "'c 46 6 60>< I �, 47,0 q6,4 GAL goHrar 44,401 PG �I f r. CEETI PIED PLOT P1.AIQ f(37- clzo5s•s�i ioN otr •tz»a _ LDGAT I0tiI : 05 IEz5z`/I L L-C P- (.I(n0 4TC-4 1 I , 7. ®G LSGALE- I�_ �, � z1z�10 i 1 GE1zT1 Fy 'rNAT '1'N E PAP ��'�'�'Sµow►.1 PLAt.I fZE�"1?E h1C�- 4=Wt-4 CQ41PVi5 YJ111A T sl'DELIWE A►.m p13 398; PC, 2Z.•,. l-mr 4 "7-- V- ZQu IZEma T DF 7)• G , To KlN OF . �01?���►-tV l 5 I.y�L�GAT� W l T"ll I rJ A /ti(AP 144 PA�-L 5�!aL >=l:st�D HA71�Z.b ZONE. • Baxter,Nye & Holmgren Inc. 812 Main Street Osterville, Ma. 02655 N •S t•"'TZOM BU 1 LDI f`ll 5 -!;P'a� NO'f• B S US 6yTABcasy Pfzo aTy L1�1ES, Q('PUGaN'i". .ri'tc5ho•u. C0#g0YL 4-i0A The dwelling shall be limited'to 2 bedrooms unless the septic system is modified to include enhanced nutrient removal as approved by the Board ofHealth'in which case a dwelling served by a modified system may be permitted to have not more than 3 bedrooms, REVISED:, --j: a7 01 I 1 BAXTER, NYE & HOLMGREN, INC. ti\� Registered Professional Engineers and Land Surveyors �\\ 812 Main Street,Osterville,MA 02655 (508)428-9131 FAX:(508)428-3750 E® MAR.O 9 2001 March 61", 2001 TOWN OF BARNSTABLE Board of Health HEALTH DEPT. Town Hall 367 Main Street Hyannis, Massachusetts 02601 Re: Lot 4, Falling Leaf Lane Members of the Board, This letter is to inform you that the above noted septic system was inspected on March 2"d, 2001 and found to be in substantial compliance with the revised plan dated February 27", 2001. If you have any questions or comments please call me. Sincerely, ophen VAWilson, P.E. #9.8023-, i McShaneLM4.doc Land Surveys Subdivisions Septic Design Wetland Filings Site Design Mar 06 01 10: 42a Albert J. Schulz, Esquire 508 420 153G p. l at 1, --QS-2t�4Ot 01 all QUITCLAW DEED McShane Construction Company,Inc.,a Massachusetts Corporation of P.0.Box 429, Oslerville,Massachuselts for ONE HUNDRED NINETEEN THOUSAND NINE HUNDRED AND 00/100 ($119,900.00)dollars paid grants to Carol H.Smilgin,Individually of 1623 Third Avenue,Apartment 30JW,Now York,NCw York to!2g Z with QUITCLAIM COVENANTS N The land together with any improvements thereon in Barnstable,Barnstable County, J Massachusetts shown as LOT 4 on a plan entitled 'Plan of Land in Barnstable(Osterville), Mass.'recorded with Barnstable County Registry of Deeds in Plan Book 388,Page 22. Subject to and with the benefit of all rights,reservations,easements and restrictions of record insofar as the same are in force and applicable, Said Lot is subject to a.restriction.imposed by(he Town of Barnstable Board of Health to further the public interest,which restriction limits the number of bedrooms permitted in a dwelling to be constructed thereon to two(2)bedrooms,unless an enhanced nutrient removal system,approved by the Board of licalth,is installed to service sych dwelling. { Said conveyanco does not constitute all or substantially all of the Corporation's ttssets. For title see Deed recorded in Book 11804,Page-290. T Executed as a sealed instrument this 3 14 day of October,2000 , McSHANE CONSTRUCTION COMPANY,INC. By John J. c�Shanc,President and Treasurer cn xrrJ s g C7 G 1 LP m C' I Q N f3 N i �� M �C.- ! /W�/ of t�►G w �i J Mar 06 01 10: 42a Albert J. Schulz, Esquire 508 420 1536 p. 2 81<13203 F'C 080 61 CIs COMMONWEALTH OF MASSACHUSETTS Barnstable,ss. October SI�2000 w Then personally appeared the above-named John J.McShane,President and Treasurer of said Corporation and acknowledged the foregoing instrument to be the Corporation's free act and ' deed,before me r Notary Public My Commission Expires: /i- -o2-- BARNS ,,16:F COUNTY REGISTRY U i.)ZEaS A TRUF CGk AT t CST JOHN F.MEADE REGISTER BARKRABLE REGISTRY OF DEEDS 9• ` p o N N i � N p /� 4- �V � ;J 0 v � o 'E o NL ft47rrnr REAR ELEVATION •� ® � o ® � C M Q� N 00 a) Q o � > � � � o fl l LEFT ELEVATION .� I Recessed Cans Pass door to deckLO c C0 � o ,� •— i Stairs Relocated CD These plans are the exclusive property of George Davis, a, Inc.. Home Owner agrees to compensate George Davis, Inc. �r N in the amount of $750.00 if these plans, or copies there of, C0 0 16-0 are distributed to an other party, or are used for any purpose U i other than in conjunction with contracting with George Davis, PLANVIEW Inc. for the.construction of the described project. Ridge Venting Match Pitch MATCH ROOF NOTES: Existing Top Plate 2 x 12 Ridge 11, ~ 2 x 10 Rafters-16"O.C. O N SPECIAL NOTE A- 2 x 10 Rafters @ 16"o.c. — O The double LVL will clear span the wall, 2 x 8 Collar Ties @ 16"o.c. N CU U eliminating the need for additional footings I/V CDX Plywood M ti (n mid-span under the existing deck. The beam 15 lb.Felt 1­12-5 Clip (D O will bear to the existing house foundation,and Asphalt Shingles—to match O a--' new 10"concrete piers set on"big-feet"spread Ridge&Soffit Venting M C p footings,per plan. R-30 Insulation CU z Vinyl Bead Board Underside u SPECIAL NOTE B— Maintain POSITIVE MECHANICAL . connection from footing to rafters, including embedded concrete Vinyl"Restoration"Bead anchors,framing straps,H2-5 Clips, MATCH etc.as necessary to prevent uplift Existing Deck Surface&Structure to Remain Trim Elevations Trim-As Necessary 2-1 3/4"x 11 7/8"LVL It- Upper porch posts will bear" Permanent Applied Stop +_ O double band joists,which will s O FOOTING NOTES: bear on footing posts 1"Aluminum Frame = N 10"Concrete Piers set on 24"Spread Footings NOTE-1/8"Clearance to Accomodate O 04 4 x 6 P.T.Posts secured to the top of the piers Screen Removal > Q Perimeter to be sealed w/lattice covered W galvanized mesh. ® C M Q� c aa) o CD STRUCTURAL- CROSS WALL DETAIL 4) Z o INTERIOR Pine Trim/Stops 4 x 4 PT Post Existing Footings Under Deck - To Remain Install w/Screws NOTE-the interior trim is a 3-piece removable stop system,removed as a unit C LO (Q O O 1 x 6 Pine Post Face _ _J CVO O O Q 1"Aluminum Frame Q) EXTERIOR 0 a - - — C _ 11 N POST DETAIL o New Footings - Supporting Roof (00 V FOOTINGS FOR ROOF 1 Bedroom 2 0 0 N U (/) Cu C a CU Z Garage Bathroom Entry ti o Lj Den = �� >¢ o 0 1 . ® °' •tea' C c") N O - N ® o Laundry = '? Bath z Cn Great Room Closet Closet - Kitchen LF- LO J CO Master Bedroom ; o J � c N E _ CO Cu LL a)Existing Deck ii O Cn CO p U EXISTING HOME 1 4- t - _ o aD M CV ti Cn p +-� (u _ca � 4 ° v 4- Q E CD ` N O M < 00 Q O cli � .- M N 00 ® ® CD ♦♦�^^ Z 0 V O RIGHT ELEVATION o •� Q u- o (0o ca v