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HomeMy WebLinkAbout2084 MAIN ST./RTE 6A(BARN.) - Health i r c z��+9�k4r+t 201�84Street/il�ou Main te}6A � ti r w c . tQ d Barnstable $ > � �� f Town of Barnstable P# 11-73( Department of Regulatory Services a wwan�ar� F Public Health Division DateMAM • �A �aJe. �� ry 200 Main Sheet,Hyannis MA 02601 . rFn ntK�" Date Scheduled Time v "I�` FPd._ ' r Soil Suitability Assessment for Sew is osal dd nn�� _ P . . Performed By: �He i Tb /°9 e Q.`�(�sLAIC] �• c Witnessed By: ✓Z (nJ• J LOCATION&.GENERAL INFORMATION Location Address Owner's Name � 0 -� a 8 MA"') 5-f (R-T 4>n) ;g�A� Address �(�} Assessor's Map/Parcel' ��7��i(0 Engineer's Name �e IC�V f �S j NEW CONS CTION REPAIR V Telephone# , 34 '1 Land Use Slopes M Surface StonesICY Distances from: Open Water Body ft Possible Wet Area -ft Drinking Water Well ft t Drainage Way ft Property Line ft Other t1 SITTCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) b - - � Y- Tm� I50. o a ,,fi�tt •r _ Parent material(geologic) //VYWS ." Depth to Bedrock NA Depth to Groundwater. Standing Water in Hole: NONE; Weeping from Pit FpCe n1R,{ukj Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL-HIGH WATER TABLE Method Used: 44 Depth Observed standing in obs.hole: In, Depth to still mottles: Itt, Depth to weeping from side of obs.hole: In, Groundwater Adjustment tt. Index Well-0 Reading Date: tndex Well Igvel� Adj,factor Adj.Groundwater Level,, PERCOLATION TEST Dlkie 2•j? Hans , Observation - 3 Hole# Time at 9" Depth of Pere lO21' t TO Time at 6" Start Pre-soak Time® t Time(V-6") 10 M!^l 1 Ir41 AJ End Pre-soak yS 5� `D SQL _5 Rate Min./Inch Site Suitability Assessment: Site Passed Site Palled: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back---------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:ISEPTI0PERCFORM.D0C r/C d �/J DEEP-OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Sdil Color Soil. Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stonej;Boulders. o 1sistencv.96'Oravel) Al Lai sAN9 0 4 g SAN L11 ►o u- s o !Q Z G 9'p(ql C^M Z.5 I6 Ad DEEP OBSERVATION HOLE LOG Hole# 2 De th from Soil Horizon Soil Texture P Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. tisistency, I L U ` I$" D A 5/1"1 Lrj (o y- 3 t of LAI a e s Zo �. 5'pA) '1 ONI 2"51 6 DEEP OBSERVATION HOLE LOG Hole# _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stnicture,Stones,Boulders.. Consistency.%Gravel) A 5PV9 (/fn /v F--3 �. 2 ---Savtlq u 0 5 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Boll Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. D G 2. 5,6N uq 10 72 t-L 1 Z-5 b Flood Insurance Rate Maa: Above 500 year flood boundary No— Yea .V___ Within 500 year boundary No Yes Within 100 year flood boundary No. __ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious m atrial exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? _ Certification I certify that on I I (date)I have passed the soil evaluator examination approved by the Department of Envi onmental Protection and that the above analysis was performed by me consistent with . the required trai ing,expertise and experience described in 10 CMR 15.017. / Signature Date 2 Z3 I� Q:WEFn(,VBRCPORM.DOC TOWN OF BARNSTABLE LOCATION SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL NAME&PHONE NO. 3d7 IKI 7 SEPTIC TANK CAPACITY �`���� �f LEACHING FACILITY: (type) o cL/�law �jT`�(size) NO.OF BEDROOMS 3 OWNER PERMIT DATE: Q5h9ffdAWE 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 v ym 0 0 3 J 0 `r TOWN OF BARNSTABLE LOCATION ��`7/ /�7 4104 SEWAGE#.FOAGa'O' ! VILLAGE•' ��''�'.����-� ASSESSOR'S MAP&PARCEL 2 �� INSTALLER'S NAME&PHONE NO. :r41 y!C ot-e/Y'od/ rar s-S' SEPTIC TANK CAPACITY /,'6V LEACHING FACILITY:(type) G',04-e-,g ek9 Je-,r (size) NO. OF BEDROOMS OWNER �,fc� �f �� �6r PERMIT DATE: CO PLIANCE DATE: ' Separation.Distance Between the: Maximum Adjusted Groundwater Table to the.Bottom of Leaching Facility 410 feet Private Water Supply Well and Leaching Facility(if any wells exist on site or within 200 feet of leaching facility) ld feet Edge of Wetland and Leaching Facility(if any wetlands exist within 300 feet of leaching facility). Al feet FURNISHED BY ® D i c S �1 , � Commonwealth of Massachusetts aJ�" Da 4 Title 5 Official Inspection Form �® Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ;M 2084 Main Street/Route 6A ry a Property Address . Eric and Pricilla George ; Owner Owner's Name information is t�aun cc, ,,/A MA 02780 12/27/2015 required for every T rJ/f��6/�"N/�.Y� page. City/T wn State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any P way. Please see completeness checklist at the end of the form. Important:When filling out forms A. General Information L on the computer, U ? use only the tab 1. Inspector: key to move your cursor-do not David B. Mason use the return Name of Inspector key. David 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 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 • 12/28/2015 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. V t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposa SyWePe 1 of 17 y ` Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form.-Not.for Voluntary Assessments 2084 Main Street/Route 6A Property Address Eric and Pricilla George Owner Owner's Name information is required for every Taunton MA 02780 12/27/2015 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 A) System Passes: ® 1 have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: - -IMPORTANT NOTE; 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. Based on observed staining in both systems, which is not a failure criteria, it is evident that the system has experienced some form of hydraulic back up in the past, which could have indicated failure. The observed lower level of effluent in the block cesspools observed on this date is due to the fact that the dwelling has not been occupied for a number of weeks, thus providing time for the effluent to lower which would not occur during normal use. There are 2 separate systems servicing this dwelling discussed in this report. See Section D.for system description 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. Y *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 than20 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 Title 5 Official Inspection Form . p Subsurface Sewage Disposal,System Form - Not for Voluntary Assessments �M 2084 Main Street/Route 6A Property Address Eric and Pricilla George F r Owner Owner's Name " information is required for every Taunton MA 02780 12/27/2015 page. Cityrrown r 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): El 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 F ❑ ,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 wM 2084 Main Street/Route 6A - Property Address Eric and Pricilla George Owner Owner's Name - information is required for every Taunton MA 02780 12/27/2015 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 R 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 l ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less, than Y2 day flow t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 17 - x r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 2084 Main Street/Route 6A Property Address Eric and Pricilla George Owner Owner's Name information is required for every Taunton MA. 02780 12/27/2015 page. Cityfrown 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 El ® 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•,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 Assessmentst, 2084 Main Street/Route 6A= Property Address Eric and Pricilla George Owner Owner's Name information is MA 02780 12/27/2015 required for every Taunton , " page. CitylTown 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 ❑ Z 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? ® ElWere 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 breakout? ® ❑ Were all system components, excluding-the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example; a plan'at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: . Number of bedrooms(design): 3 Number of bedrooms-(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 f Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage-Disposal System Form - Not for Voluntary Assessments 2084 Main Street/Route 6A Property Address Eric and Pricilla George Owner Owner's Name information is required for every Taunton MA 02780 12/27/2015 page. City/Town State Zip Code Date of Inspection D. System Information Description: Number of r 0 current residents: 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)): Yes Detail: Based on Barnstable Water District; 2013; 81,000 gallons, 2014; 62,000 gallons and in April of 2015; 50,000 gallons and October of 2015; 50,000gallons..' Sump pump? ❑ Yes-® No Last date of occupancy: Unknown Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR.15.263): ` 4 Gallons per day(gpa) Basis of design.flow (seats/persons/sq.ft., etc.): r Grease trap present? ❑ Yes ® No Industrial waste holding tank present? ❑ Yes ® No Non-sanitary waste discharged to the Title 5 system? _ ❑ Yes ® No Water meter readings, if available: t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 t Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 2084 Main Street/Route 6A . Property Address Eric and Pricilla George Owner Owner's Name information is required for every Taunton MA 02780 12/27/2015 page. Cityrrown 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 j ❑ Tight tank. Attach a copy of the OEP approval. w ❑ Other(describe): 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 2084 Main Street/Route 6A Property Address Eric and Pricilla George Owner Owner's Name information is required for every Taunton MA 02780 12/27/2015 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: Cesspools original to house built in 1967 Were sewage odors detected when arriving at the-site? ❑ Yes ® No Building Sewer(locate on•site plan): ; Depth below grade: 3 feet Material of construction: ❑ cast iron ® 40 PVC: ® other(explain): Orangeburg: Distance from private water supply well or suction line: 10+ feet Comments(on condition of joints, venting, evidence of leakage, etc.): unable to observe condition of orangeburg other than that in cesspool. y Septic Tank (locate on site plan): - Depth below grade: r feet Material of construction: ❑ concrete El 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: Sludge depth: t5ins•3/13 + • Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 - - i — Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments . M 2084 Main Street/Route 6A Property Address , Eric and Pricilla George Owner Owner's Name information is required for every Taunton MA 02780 12/27/2015 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. Scum thickness — Distance from top of:scurn to top of outlet tee or baffle . Distance from bottom of scum'to bottom of outlet tee or baffle How were dimensions determined?. Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as,related to outlet invert, evidence of leakage, etc.): Grease Trap (locate on,site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑polyethylene Elother(explain): Dimensions: a 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•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 2084 Main Street/Route 6A Property Address Eric and Pricilla George Owner Owner's Name information is required for every Taunton MA 02780 12/27/2015 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 I Commonwealth of Massachusetts v Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments CGM , 2084 Main Street/Route 6A Property Address Eric and Pricilla George Owner Owner's Name information is Taunton MA 02780 12/27/2015 required for every 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.): 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.): * 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: Overflow pits observed with camera. r t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 ' Commonwealth of Massachusetts W Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments CGM , 2084 Main Street/Route 6A - .. Property Address Eric and Pricilla George Owner Owner's Name information is required for every Taunton MA ' 02780 12/27/2015 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: -® leaching pits number: 2 ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches- number,"length: ❑ leaching fields number, dimensions: ® overflow cesspool number: . 2-systems ❑ 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 are two separate systems servicing this dwelling. The FRONT SYSTEM is a cesspool with pvc outlet tee to an overflow pit. There is evidence of back up over the outlet tee in the first cesspool, but as observed the effluent is 4 feet from the bottom of.the inlet invert: There is no standing effluent in the overflow pit. The BACK SYSTEM is a primary cesspool with outlet tee which is orangeburg to a overflow pit which has a pvc outlet tee to a third overflow cesspool.The effluent in the first cesspool is 3 feet down from the inlet invert, the second cesspool has effluent 2 feet down from the invert. The third cesspool has 2 feet of standing effluent. All cesspools have staining that indicate that the effluent has been above the pipe inverts. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan):. Number and configuration .See description below Depth—top of liquid to inlet invert See description below Depth of solids layer See description below Depth of scum layer See description below r See description below Dimensions of cesspool - P Materials of construction See description below Indication of groundwater inflow ❑ Yes ® No t5ins•3/13 Title$Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts R. Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °M 2084 Main Street/Route 6A Property Address Eric and Pricilla George Owner Owner's Name information is required for every Taunton MA '02780 -12/27/2015 page. Cityrrown 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.): See above for system layout. Cesspools are of block construction. All cesspools are approx 5'wide by 5-6 feet deep. There was no'scum or solids layer observed at time of inspection. There was no excessive growth of vegation over the cesspools but there was root infiltration into the cesspools. Level of ponding noted in comments for system information above. There are signs of hydraulic failure based on past staining above inlet and outlet inverts, but per the State and Barnstable Board of Health, this is not a failure criteria. Privy(locate on site plan): Materials of construction: Dimensions - Depth of solids Comments (note condition of soil, signs of'hydraulic failure, level,of ponding, condition of vegetation,' etc.): s (Sins•3/13 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 2084 Main Street/Route 6A Froperty Address Eric and Pricilla George Owner Owners Name Information Is required for every Taunton MA 02780 12/27/2016 page" atyrrown State Zip Code Date of InspecUon D. Systems Information (cunt.) 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 b� Ova /-h'o�T 1 a LJTe fr 4� ;, Mrs 3113 Tibe 5 OfBdal Inapecpon Form:Subsurface Sewage 4lsposs Syom•P$9e 15 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 2084 Main Street/Route 6A - Property Address - Eric and Pricilla George Owner wn ° O er s Name information is required for every Taunton MA -' 02780 12/27/2015 page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water z ® Check cellar ❑ Shallow wells .Estimated depth to high ground water: 18 — feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of,d'esign plan reviewed: pate ® 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 Before filing'this"lnspection'Report, please see Report Completeness Checklist on next page. t5ins•3/13 R 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 �M 2084 Main Street/Route 6A A Property Address Eric and Pricilla George Owner Owner's Name information is r required for every Taunton MA 02780- 12/27/2015 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 Informaion—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 � i17 LOCATION 5EWAG MIT NO. V I L L A G E INS TA LLER'S NAME i ADDRESS J. CRAIG MEDEIR®S TMZ*Yng^ it; ?s oqg 142 Caraoraifiion OR OWN ER Hyannis, ;Aoss. 775.-0828 ID DA T E PERMIT ISSY E D DATE COMPLIANCE ISSUED _ I� o � e S No...4.1...` - Fxs....... .. z> THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Applirtation for Uiipnaal Works Tomitrurtilaaa Urrmit Application is hereby made for a Permit to Construct ( ) or Repair ( 1, an Individual Sewage Disposal System at: ......... ..................................... . .................. ....................•-----...------•------• ....•----•-•------•------•---------------- Locati Address or Lot No: _rat- e-�..................... ..................................... ------------.._._...._...._.owner AdOr, Zoe Installer Address UType of Building Size Lot----__•_•---_-_----•--_---Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) `4 Other—T e of Building No. of persons............................ Showers — Cafeteria QOther fixtures .........-•-------•-•--•--------------•---------.........------•----•-----•------....-------••------•-----•--------------------••--•-----••...-----... w Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity....---.....gallons Length................ Width................ Diameter--------------_ Depth........--...--- x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.--................. Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water•.-.-------------------. r3, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water------------------------ P4 ---- - - ---------- -------•- /-------------------------------------------------------------------------------------- O Description of Soil....... ____ fl _...............2'L.� x v •-•-•-•----------------•--•-------•••-------------•------•-----••-•-••••-•--•-•••-•-------•-•-•---------•--•-••---•-----•-------...•------•----••--------------•••-•-•--•-•-•-•----••-•-------•-•------- w �U .1 of Lai= R irs Al �a✓An �aPPI applicable. --�-, 4��----------- � ___��t��Oz� . Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System,in accordance with T r1F^ ' the provisions of!'1 T t LE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bee issue the board of health. Signed..... . ..... -•- ---4 �- ` _.._ Date -•---•-• -•- Date Approved BY Date Application Disapproved for the following reasons---------------------------------•------------------------.....------------------•----------------------••--•--•- .........---•---•...............•-•-....••-•-••••......-•-•--...-••---•--••-••--------••-----------•-•-----••----•...--•--••---- •--...-•--••--••-•---•--------•---------•----•------••----•--•••-_•---- �y Date PermitNo.......41�-C - ----------'------------------- Issued....................................................... D8,te No........................ Fiz$............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH '. t. OF. . ...................................................•----...----------.......---------- Appliratiun for Disposal Works Tonstrurfion Vvirmit Application is hereby made for a Permit to Construct ( ) or Repair (G-')I., an Individual Sewage Disposal System at: _ .. -- — ---•............................................................... •••..........-•---................-•-•---••---••---...•-----..............................•.... Location—Address or Lot No. W A .....`.........._..._ ......._.-Owner.._... .... ......................... ...................... ........ • .....Address---------..._'...._...........------..... IN a ..........:....... •.—-- ---•--......------.............. .........m..................................................... Installer Address Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms.......... ................................Expansion Attic ( ) Garbage Grinder ( ) a Other—Type of Building .............. No. of ersons...._..._.__................ Showers G4 YP g ------------- P ( ) — Cafeteria ( ) QI' Other fixtures Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid*capacity............gallons' Length................ Width................ Diameter---------------- Depth................ x DisposaI Trench—No..................... Width.............._..... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation 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.--.------__-----_-____. r.., = =... 7---------•---.................. Descriptionor Soil------------------'t•-•-----•-•...........---; ---••---=---•-----------------------------------------------••---------------------------•=----••-•---------- x U --------•---------------•-------•-------------------•----•-----------------------•----•-----•-•-•-----------•-----•-----•----------•-•--------•----•-------------..................................... W x --------------------------------------------------------------------------.............-----------------------�----------------------------------------------------•--------------------------...--- "� U Nature of Repairs or Alterations—Answer, when applicable____-=- '._y " I r *),, - '� ' --------------------- •-------- c'.1 �_ �. .l r -------•--•---•---... _ Agreement The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TT T`.% p 5 of the State Sanitary Code—The undersigned .urti:er agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed. r r cl .� = Dat -buy" J................•--•------- .. ,..... Application Approved BY 6'ke-�Z Date Application Disapproved for the following reasons-------------•--------------.....------------•--•--------------...------------------------------------........... ------....--•••----------•--....... ............................ �y Date Permit No.-•--•-.V.:... :................... Issued f THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ........OF......!.:..?........:-... n.1................................................... Trrtifiratr of Toutphaurr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired (�} Installer at--;'`---`-_...... -----=•-t_- .. ..- •....................................... i r" • ;`' _ has been installed in accordance with the provisions of TITLE of The State Sanitary Code as described in the application for Disposal Works Construction Permit No............ - _ dated-.----------------- ............................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE®AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE..... f-----�--- Sze---- ---—-------------•---------------•---- Inspector................... ................................................. THE COMMONWEALTH OF MASSACHUSETTS --, BOARD OF HEALTH .1 - .. n -. ...................................................... No.. .... Q t� - - ft--Q` FEE..-.................... Bioposal Works Tonstrurtion rrutit ,. . Permission is hereby granted { .--- `:---—----•-`--- ....•---=--=-=-----`-------'•'------•--....------..._...__................- to Construct ( ) or Repair (,),an Individual Sewage Disposal System r y `;Street pq as shown on the application for Disposal Works Construction Permit No.1J-.l_n. _A.Dated.......................................... ................................- ...................................................- Board of Health DATE.................. FORM 1255 HOBBS & WARREN, INC., PUBLISHERS - - 12 12 NEW ARCHITECTURAL ROOF SHINGIPs B : 7 12 PRO5ED TOP PLAE- _ _ 9 7 , WEATHERED WOOD' Q P0 1 O � ♦ BO%OUT RAKE TO MATCH ADDITION C FIRi�� + IX15r.WDW l'L iu n PROP.KNEE•WALL - TOP PLATE WON HDR 1 N PROPOSED 2ND FLOOR— ® ®; ® � c IXI5T.2xG GARAGE CENNG EXIST WOW IXIST WDW ^ I wRsr F o FIRsr FLooR FIRsr FLOOR QI VVV �,. � 0 2 - � � , 6 e wL� n - TOP OF FOUND. � I ' SLAB FLOOR , WHITE CEDAR SHINGLES PROPOSED ` VeA FRO NT ELEVATION �' AZEK EXTERIOR TRIM SCHEDULE ml�to� ALTERATIONS 1/4„-1'-9' FASCIA5: I X8 r SOFFITS: I XS WITH CORA VENT ,�U oyM)' V�'•+ FRIEZES: I X8 WITH BED MOULDING 11 CORNER BOARDS: I X5/ I XG BOXED RAKE5 (FRONT ONLY): I X8 WITH I X3 SHADOW BOARD, p I AROHDECNJRAL ROOF SHINGLES: - I XG SOFFIT, I XG:5UB RAKE WEATHERED WOOD' - - - TYPICAL RAKE5: I X8 WITH I X3 SHADOW BOARD WATER TABLE: I X8 WITH I X2 CAP(FRONT) �^ " - WINDOWS: -I X4 W/5UBSILL f -G S EXTERIOR DOOR SCHEDULE ID UNIT TYPE ROUGH OPENING PROPOSED PLATE HT_ 1 ` L — 1O 3068 6 LITE 2 PNlEL FIBERGLASS 5'-6.1/2'%6'-10 I/2' - I 1 5 1- 1 z$(o`d G UTE 2 PANEL FIBERGLASS 2'-Lb:1/2,X G-1 O 1/2' IiFv 41 PWf.G051I 5UDCR 6'-0,x G-I I• r e 2 ' - N ... ) (fBD IN FIELD) SLIDER (feD IN FIELD)19 _ S) 5068 DOUBLE DOOR- 5'-G 1/2'X G'-101/2' ILK TI d"V KNFF W SUN EXIST. RM.PLATE n AI 1. N _ _ /n T �,d/bvrl If PROP05EO 2ND FLOOR EXIST.2XG GARAGE CELi G - . EXTERIOR WINDOW OPENING ULE \\ KEY UNIT TYPE ROUGH OPENING "GRILLE PATTERN ! - _ ... WHITE CEDAR SHINGLES _ OA TW2442 DOUBLE HUNG 2'-G 118'X 4'.4 7/8' G/6 �' MAIN E.FIRST FLOOR ! I I MAIN MSE.FIRST PLOOR © M251 AWNING 2'4 7/8'X 2'-8' j ; - - A21 AWNING 2 0 5/8•X 2-0 5/8' 1 4 LITE j 2 6 1 I I O TW2032-3 DN•kou— G 5 3/8-X 3-47/8' (01 b I I j I ' I SLAB FLOOR O TW24310 DOUBLE HUNG 2-6 118 X 4.0 7/8 G/6 r — — O AW251 AWNING 2--47/8-X 2--4 7/8- © TW244G DOUBLE HUNG 2'-G 1/8'X 4'd 7/8' NO GRILLES - . — — .._-- _ALVN21(IfARVEY)- ""�-`-AWNING - -"- $"'2'-0 J'/2'X 2'-0 I/2'- "^ "-^' 4 LITE"" ^�^'"" PROPOSED BARN SASH AWNING 4'-2 112L.X 2'-4" 5 LITE LEFT SIDE ELEVATION 1/4"=1'-G' ALTERATIONS TO: THE GEORGE RESIDENCE 2064 MAIN STREET, BARNSTABLE , MA M2 1 7 P02G REVISIONS DATE: 08-20-I5 JSIAI E: 1/8"= I'-o-I DRAWN: TGD DRAWING NO. . 1 2-I G-1 5 Patriot Builders " 01-22-1G fJl sameW.NmvIeAPore„V,(7eeJb. Al - 6 ft—,.f5W)a3BA171 F"(J 412-77" FRONT AND LEFT SIDE ELEVATIONS 12 4.75 ® � PROPOSED TOP PLATE 8 2 /NEW ARCHITECTURAL ROOF SHINGLES: - 12— DOORHDR_ — WEATHERED WOOD' 10" r "" � PROP.KNEE WALL TOP PLATE - - V SUNROOM PLATE — OPOSED 2ND FLOOR N ❑, ❑ SHORT SLIDER) — _ — IN 1 IST.2XG GARAGE CELIHG 19 4 FIRST FLOOR •I -. -. _—_ _ — �f . —Y- _ _'FIRST F R.._.._-. M WHITE CEDAR SHINGLES S FLOOR m PROPOSED REAR ELEVATION AZEK EXTERIOR TRIM SCHEDULE 1/4"=F-a' - FASCIAS: " X8 ALTERATIONS SOFFITS: X8 WITH CORA VENT FRIEZES: I XB.WITH BED MOULDING '.. _ - - CORNER BOARDS: I X5/ I XG " ALTERATIONS - BOXED RAKES (FRONT ONLY): I X8 WITH I X3 SHADOW BOARD, I XG SOFFIT, I XG SUB RAKE TYPICAL RAKES: IX8 WITH I X3 SHADOW BOARD _ WATER TABLE: I X8 WITH I X2 CAP(FRONT) WINDOWS: I X4 W/SUB51LL. rFF 77 EXTERIOR DOOR SCHEDULE ID UNIT TYPE ROUGH OPENING / - 30G8 G-rrE 2 PANEL FIBERGLA55 5'4 1/2'X G-10 112' G LITE 2 PANEL FI13ERGLA55 2-Lc/2-X G--10 1/2' NEW ARCHITECTURAL ROOF SHINGLES: M _ . ' O PNGGOG I I SLIDER G'd•X G'-I I' +NEATMERED WOOD' / ` _ (1 4 (TBD IN FIELD) SLIDER RBD IN FIELD) - ° 2ND PLO OR' ` ' . - ... SO 5068 DOUBLE DOOR 5'-6 I/2'X 6'-1 O 1/2' - TOP PLATE `EXTERIOR WINDOW SCh1EDULE ' r � L_ ' • "" KEY UNIT, TYPE n ROUGrI OPENING GRILLE PATTERN WHITE CEDAR SHINGLES O TW2442 DOUBLE HUNG 2'-4;1/8'X 4'-4 7/8' i GIG + FIRST FLOOR © AX251 AWNING 2'-4 719°X 2'�8' (,L,1 - — — ---" © A21 AWNING V-0 5/8'X 2'-0 5/8^ 4 LITE ` . - O TW2032-3 DN.i4"UU— G'-5318'X 3'47/8" ` O TW24310 DOUBLE HUNG 2'-G 1/8'X 4'-07/8' G/G OAW251 AWNING 2'-4 7/8'X 2'-4 7/5' (y L-L T\, © TW2441; DOU111 L HUNG 2'-G 1/8'X 4'-8 7/5' 140 GRILLES _ .PROPOSED. ._---_-. -- -- - ----- __ ._.,_.-- ..- _.,. _....:_. QH .__.Awuzl_1HARVEn_- .._ __Awn11NG _ .. - 2•-our-xz'-o uz• -------_-.P«re R I G H T S I D E ELEVATION BARS,5-11 —WING 4'2 12 X 2'-4' S LITE 1/4"=1'-0„ ALTERATIONS TO: THE GEORGE RESIDENCE 2064 MAIN STREET, BARNSTABLE , MA M21 7 P02G REVISIONS DATE 08-20-15 ::ILE: I/8"= I'-O"I DRA''N TGD DRAWNG NO. Patriot Builders 0I-22-1G TSJR, 28-NcrwJNPnn.ml2wE A2 - 6 ' PAnnc!TORHSPOJJ/Fe�!S911-ISI-J?!9 ZHF-,Lt11:.F:_ I REAR AND RIGHT 51DE ELEVATIONS i 13'-0° - (+/-)ALIGN WITH IX15TING q:IU��+J NEW CONCRETE WALL FOR 5HED I �p • N ' III z III NEW FX15TING + w - CONCRETE SLAB PARTIAL BASEMENT EXISTING N EXISTING o o 2X I a5 @ 16 X"O.C. •m ✓ 2 105 @ 1 G'O.C.. EXISTING g _ FULL BASEMENT IX15TING ACCE55 III N III (3)2X 10'5 U O O I m Oa o a _ z 1D - z I o ! I I I ! I - 3 2 ' 2%105 N ,P III u'S N N $- - p+' @@ 1 '''1 • - F EXISTING z ! b Z SEPTIC m FULL BASEMENT �i iu ELECTRIC ` z > III EXISTING BEARING WALL - U 1 s ...�_ 1 t0 r- - EXISTING - • SLAB 3 ------JJI ! R - FILL IN EXISTING O"50NOTUBE5 ON ST IP FOOTING wU 15TING OVERHEAD DOOR OPENINGS ! � - --- - ram= OFFSET FOR FRONT GABLE - 24'-11112"(+/-)EX15TING h f M rooP--r -FOUNDATION PLAN 114" = 1'-0" 4 NEW WALL EX15TING WALL 2084 MAIN 5TREET , BARNSTABLE, MA . REASION5 OG-21-!4 s'=°_ 1/4"= I'70" ca- v;N TGD DR ,YNG 01-22-I G patriot Builders JJJNmre 18-//nMrb Fnn..NA IBMb A3 - 6 - Fhene/J881-�J0.0:)f Fnr/JW1JJ1-JJdV FOUNDATION PLAY DECK I - NEW LAN ING AND - STAIR TC GRADE - v ON 4 _ NEW SUDER (EX15T.GLIDING WOW) ----EXIST_SLOPED CEILING- • _ G I I �4 N v '.•:. EXISTING �h NEW F r IX15TING DINING o I. J EXISTING ® 5TORAGE o SUN ROOM . it " s LIVING ROOM EXISTING ' O z T -'o _ 13 13 g MASTER BEDROOM N 2'-4 1!2' + I W BUILT-IN _ 10-8I/2' (+/-) GYAI?k 6-4�P '5-to (T.5.D.INFIELD) ' Lbs - - — — - EXIST. 2'•G' 3'-G' g-T ASF IXI5T._C.O. ADD NEW II iy�@@ I� UN STONE _ EXISTINGEXISTING '3'-G• -� 70 N M cl Q FIREPLACE i II N - e+ c iv I I 3'-6' ID 2,611 II ;+ m 2}}' '-3 I/2,. II. m + MASTER ATH sHWR QN .0 >:, L - _I I I I v 4811IIGH WALL NEW ± z GARAGE 2B I 1 ENTRY_ LGO I I BAT I IL - H I _ O v ~ DN SR ._ �. NEW i ± � O M2 r 'cQ --- NEW EXIST. N LS i -1 -' KITCHEN I i I o at NEW 1 § HALL EXIST.CL -I I -�- yJ} Ln ev - I � 3-` (CENTCR WOW IN KITCHEN) T I , '•31/r T-1 112' T-5' 3'-T 3'•T r-4' 2'-9• 2'-G' EQ. (+/-1 Ea. NEW EXIST. EXIST. - v PORCH 7.2. BEDROOM BEDROOM lrJ (D _ f�AL. ¢�l IZ" 4 1'la E4wA� EQUAL EQUAL i� j - - EQUAL EQUAL , f EQUAL EQUAL + - I 4 _ 24'-8 1/r A'_6• 13-0. IO'-foX i-I_ 5-9. _ _ 22'-10' - i. EX15TING .___--- -(+/-)ALIGN W/EXIST. FIRST FLOOR PLAN EXISTINGLLS I - NEW WALLS ..• . 1/44 = 1'-0" EXTERIOR WINDOW 5CHEDULE �(o � TI $ AWOL KEY UNIT TYPE ROUGH OPENING GRILLE PATTERN A TW2442 DOUBLE HUNG 2'-G 10 X W-4 71W G/G AX251 AWNING 2'-4 7/6')(2'-& t C A21 AWNING 2'-09/8'X2'-05/8, 4UTE - EXTERIOR DOOR 5CHEDULE 2084 MAIN STREET , BAKN5TABLE , MA I TW20323 DOUBLE HUNG G'-s 3V X Y-4 7/8' 6 W ID UNIT TYPE ROUGH OPENING - - REVISIONS DAB: OB-II-15 rnLE: 1/4'- 1'-) DRAWN: TGD DRAWING NO. E -2431 O DOUBLE HUNG 2'-G 118'X 4'-0 7/6' 4G O 3068 6 dT!2 PANEL FIBERfilA55 5'-6 12'X 6'-10 12' f AW251 AWNING 2'-4 71&X 2'-4 7/a• 4 LL Te � 2 Z$(YQ, G UR 2 PANEL RBERG W 2401/2'X G•-10 U2' 12-16-15 PoWor B##Ud � G Tw2M6 DOUBLE HUNG 2'-6 i/8'X 4'$7/C' NO GRILL[5 3 rmvx61 1 5UDER 6'-0'X G'-I I' 01-22-1 6 11/WRwwr{A-x�.k�wncifM4KlNn A4 - S i AMrfA1641""I F-fM).4"47119 1 AWN21(HARVEY) AWNING 2'D 1/2'X 2'-0 1/2' 4 LITE O MID IN FIELD) 5UDER .(TBD IN FIELD) SHEET Pn E ' ( -a• s sMB DOUBLE DOOR FLOOR P L A NBARN 5A5H AWNING 4'.2 Ur X 2' • , ' I I I 1: II I '1 - ---- --------------����---- _-------------------------- -------------- ---------.-----� -.- -- I I I I � NEW ROOF DECK I OE I J n fir- I 1 I `o F _ I • 1�4A ` I I I N I r 1 1 d tz F 1 I I ' o I INSIob I I _ ------ .' I a uhl Eyi v aA I r 24'-81/2' - 1 i l (MATCH EX15TING FOOTPRINT) - - - SECOND FLOOR' PLAN , 114" ' II ti M1 EXTERIOR WINDOW SCHEDULE j KEY UNIT TYPE ROUGH OPENING GRILLE PATTERN p I A TW2442 DOUBLE HUNG Z- IW X 4'-471a' 6X; 12 4- AX25 1 AWNING 2'-4 7/a'X YL' (p LITE- - A21 AWNING 2'-0518-X2'-05/a' 4Lm EXTERIOR DOOR 5CHEDULE 2084 MAIN STREET, BARNSI ABLE , MA p TW2032-3 D'A.Kuu w.1 6'-5 3l8'X 3-47/8' b� 10 UNIT TYPE ROUGH OPENING � REVISIONSDATE' 08-I I-IS CAIE:(Iq°m I'_a DRAWN: TGD DRAWING N0. ' TW2431 O DOUBLE HUNG 2'-6 1/8'X W-0 7/a' 6/6 O 3068 6 UTE 2 PANEL PIB&XA 55 5'-6 1/2'X 6'-1 O 1/2' - AW251 AWNING 2'4 718'X 2'-1 7/6' (0 L4te 6 UTe 2 PANEL MBERLLA55 2-10 112'X 6'-10 I/2' 1 2-1 G-15 P_Wot 1mU&rs Q iW2446 DOUBLE HUNG 2'-GI&XW-87/8' NO GRILLES $ /WY,6061t SLIDER 6'-O'%6'-I I' OI-22-IG A5 - 6 rrrAwAs4m vanwwan4r, AWN21(HARVEY) AWNING 2'-0 1/2'X 2'-0 U2' 4 LITE ® (TBD IN fICUI) 9UOER (TBD IN FIELD) jMEE T PTLE ' I BARN SASH AWNING 4'.2 ire X 2'4' S LITE 3 SOW DOUBLE DOOR s'.G 112'X C-10 112' PRELIMINARY SECOND FLOOR PLAN i I 1 • e y - • /!'�2xA3 'Rs.l-• II I � I I L�'L I ii �.�I` i i jl ji ' t I� 1 T-8 I/2'PLATE PROPOSED PLATE MT. ! ! _ I II I 6'-IO''NDW MDR I — �' !iIO' N➢'N MDR — — ! l f E + 2n6 w iAuwJ I I�- M I _--' M. BATH _\n / I ( C105€T -- -ZOOMA EQ BE Wae ivt d D lII d \ .Q !j jiS EXIS LOP P PLATET ..9 _ `lkl7 SUN RM_PLATE PP.OP05ED 2HO FLOOR_ _ _ PROPOSED 2ND FLOOR_ N iV 1-' 1' ' 1 i i 5 DE ROOF CK / EX15T.2X6 GARAGE CELInIG I I i I 3 (6'ON)? L _— m o 11_I 111 IX15T..2X6 GARAGE GEEING . V N RENOVATED MIDI.MEADROGNI I .z ° 3 5UNROOM FOR STAIR DN- I 19 ^' d3 - m l GARAGE i g GARAGE r mi�l, II ? r o_ m `If.. AIJGN FIRST FLOOR FIRST FLOOR - -.--. EXISTING PARTIAL I FOUNDATION r O I I O SLAB FLOOR (VERIFY SLAB/FNDTN WALL) BASEMENT BASEMENT I curour SLAB FLOOR EXISTING STAIR ON I I (NARRO`.V TREADS) I I SECTION @ GARAGE SECTION @ MAIN HOUSE 2054 MAIN STREET , 5ARN5TABLE , MA 9E'r151nN5 ' 06-11-15 sCA;- 1/5"= 1'-OTIPIIII TGD IDRAvdNG NO. 12-1 G-15 Patriot Builders 01-22-16 IS'Rnusld-NanWrMPan.NA?RMA A6 - 6 PAone(SddNJR-0)'I Fn.c lSRdl-IJ:-"'dR TIT:-F 5 E C T 1 0 N 5 u • Crw �Ir: tl OO 84 -_85 Benchmark set 85 -- 87 Right cor_ac pad —�� , N Ei.=95.92{Assumed) 86 j - 87` " ---8990 I -92 go- 94_ {:�ioi - -- -95 .------fie o f DECK 96 s5_ -j� i Nam, � SitF EXISTING 97 4,f 3 BEDROOM / 96, DWELUNG top fnd=99.07 ,98 Benchmark set Mag nail set GARAGE rr� - 99 EI.=-94.76(Assum ) 9$ �) I 99 _198 N _ -93 94_// / / t'` io / -4 8 —95 \ `'cn . - / .:•\\ w ILI 01 i i �97 —_ -- -97-100 99 ! - '-99- 150 00' _\ 101- N 860491 "W . \ _ 100-_. 101 Edge of pavement MAIN ST_ (ROUTE 6A) EXISTING SITE PLAN LOCATION: 2084 ROUTE 6A,BARNSTABLE,MA PMARED FOR: PATRIOT BUILDERS DATE 9 15-IS SCALE: BASS RIE ER ENGINEERING THOMAS J.McLELLAN,P-E_ P.O.BOX 1163, EAST DENMS,MA 02641 508-385-3426 OR 508-364-9048