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0205 LITTLE RIVER ROAD - Health
205 Little River Road 054-002-004 Cotuit i i r Commonwealth of Massachusetts L W Title 5 Official `Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ;M 205 Little River Rd. Property Address Joe Lorusso 'Owner Owner's Name information is required for Cotuit Ma. 026354 3/17/2010 every page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important: A. General Information When filling out forms the I computer, r,use 1. Inspector: � 11 only the tab key to move your Robert Paolini cursor-do not Name of Inspector use the return key. Capewide Enterprises,LLC. Company Name r� P.O.Box 763, Company Address Centerville Ma. 02632 �ftl0 City/Town State Zip Code (508)428-4028 S14454 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000). The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority 3/17/2010w�µ*.T = Ins ctor's Signature Date y;t CD The system inspector shall submit a copy of this inspection report to the Approvl'ng Author`it (Boaffl of Health or DEP)within 30 days of completing this inspection. If the system is a shared system ors has a design flow of 10,000 gpd or greater, the inspector and the system owner shi all subrr>ft'ihe Un report to the appropriate regional office of the DEP. The original should be sent to°the syst(o own7el 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. LA J 1 ,;M 1701D t5ins-09/08 Title 5 Official Inspection Form:Subsurface Se a Disposal System•Page 1 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 205 Little River Rd. Property Address Joe Lorusso Owner Owner's Name information is required for Cotuit Ma. 026354 3/17/2010 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: The septic system is in proper working order at the present time. 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-09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 z Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ^M 205 Little River Rd. Property Address Joe Lorusso Owner Owner's Name information is required for Cotuit Ma. 026354 3/17/2010 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N FIND (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•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 205 Little River Rd. Property Address Joe Lorusso Owner Owner's Name information is required for Cotuit Ma. 026354 3/17/2010 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a•septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: *' This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than Y2 day flow t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ;M 205 Little River Rd. Property Address Joe Lorusso Owner Owner's Name information is required for Cotuit Ma. 026354 3/17/2010 every 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•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ;M 205 Little River Rd. Property Address Joe Lorusso Owner Owner's Name information is required for Cotuit Ma. 026354 3/17/2010 every page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes"or"no"as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ElWas 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): 5 Number of bedrooms (actual): 5 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 550 t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ^M 205 Little River Rd. Property Address Joe Lorusso Owner Owner's Name information is required for Cotuit Ma. 026354 3/17/2010 every page. City/Town State Zip Code Date of Inspection D. System Information Description: The septic system consists of a 2000 gallon two compertment tank,D-Box and leaching field. Number of current residents: 3 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ® Yes ❑ No Seasonal use? ❑ Yes ® No Water meter readings, if available last 2 ears usage d 2008:210,000 g ( y g (gp ))' 2009:101,000 Detail: 2008:575gpd. 2009:277gpd. Sump pump? ❑ Yes ® No Last date of occupancy: 3/17/2010 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: t5ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Vold lntary Assessments °MK 205 Little River Rd. Property Address Joe Lorusso Owner Owner's Name information is required for Cotuit Ma. 626354 3/17/2010 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) I Last date of occupancy/use: Date Other(describe below): I I I i General Information Pumping Records: Source of information: I Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons I How was quantity pumped determined? I Reason for pumping: i i Type of System: I ® Septic tank, distribution box, soil absorption system I ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank.Attach a copy of the DEP approval. ❑ Other(describe): t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments CG M ,•°''v 205 Little River Rd. Property Address Joe Lorusso Owner Owner's Name information is required for Cotuit Ma. 026354 3/17/2010 every 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: Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 42"feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: 10+ feet Comments (on condition of joints, venting, evidence of leakage, etc.): Joints appear tight.No evidence of leakage.system vented through the house vents. Septic Tank (locate on site plan): Depth below grade: 3 feet Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 2000 gallon Sludge depth: 6" t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ° M e 205 Little River Rd. Property Address Joe Lorusso Owner Owner's Name information is required for Cotuit Ma. 026354 3/17/2010 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank (cont.) Distance from top of sludge to bottom of outlet tee or baffle 28" Scum thickness 4" Distance from top of scum to top of outlet tee or baffle 4" Distance from bottom of scum to bottom of outlet tee or baffle 10" How were dimensions determined? Measured Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Pump tank every two years.lnlet and outlet tees are in place.No evidence of Ieakage.Tank appears structurally sound. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top 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•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 i Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 205 Little River Rd. Property Address Joe Lorusso Owner Owner's Name information is required for Cotuit Ma. 026354 3/17/2010 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day II 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•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 205 Little River Rd. Property Address Joe Lorusso Owner Owner's Name information is Cotuit required for Ma. 026354 3/17/2010 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert No 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.): Box is level.Box has three outlet Iaterals.No evidence of solids carryover.No evidence of leakage. 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.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins•09/08 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 205 Little River Rd. Property Address Joe Lorusso Owner Owner's Name information is required for Cotuit Ma. 026354 3/17/2010 every 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: ® leaching fields number, dimensions: 1-62'x22'x2' ❑ 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.): Sandy dry soil.No signs of hydraulic failure.No ponding or damp soil. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins•09/08 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 M 205 Little River Rd. Property Address P Joe Lorusso Owner Owner's Name information is Cotuit Ma. 026354 3/17/2010 required for every 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.): 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.): t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 ryiaP r agv i Vi L Town of Barnstable Geographic Information System Map Size Zoom Out In Parcel Viewer Custom Ma Abutters � �! P � ■ L if R.r �Ry , J Q 11 .E : z , • sIng �R Nyi �Y,_ { T C TMO 5- -��kkF�Jl�na�i r�r tvi i r 1 dt � � 1 1 0 20 Feet Set Scale 1 .= 20 Aerial Photos I MAP DISCLAIMER (`—,Ar ht')nnr-9Ml1 T--of 9Z.—f.hln RAA All rinhte—o—, httn•//FA ')n'A 95 ')16/nrrimc/nnnaenann/man acnx9nrnnertvTD=n5400?. 04k..mannn.rha.ck= 1/23/2010 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ;M 205 Little River Rd. Property Address Joe Lorusso Owner Owner's Name information is required for Cotuit Ma. 026354 3/17/2010 every 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: Bottom of leaching 16' 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: 1999 Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ® Checked with local Board of Health-explain: As-Built ❑ Checked with local excavators, installers- (attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: USED:USGS Observation Well Data.USED:Technical Bulletin 92-0001 plate#2 annual ranges of groundwater elevations. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 r Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M ,e 205 Little River Rd. Property Address Joe Lorusso Owner Owner's Name information is required for Cotuit Ma. 026354 3/17/2010 every page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 y COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AF IRS ram: � F DEPARTMENT OF ENVIRONMENTAL PROTE ION ASSESSORS MAP NO d �/ < �' x PARCEL NO: O f); D4� u� TITLE 5 "' r o rn - OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASS SSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 205 Little River Road Cotuit, MA 02635 Owner's Name: David Kelley Owner's Address: Date of Inspection: June 2, 2004 Name of Inspector: (Please Print) James M. Ford Company Name: James M. Ford Mailing Address: P.O. Box 49 Osterville,MA 02655-0049 Telephone Number: (508) 862-9400 CERTIFICATION STATEMENT 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 Needs Further Evaluation by the Local Approving Authority Fail t Inspector's Signature: Date: June 8, 2004 The system inspector shall sub t 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. Notes and Comments ****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. Title 5 Inspection Form 6/15/2000 page 1 Page 2 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 205 Little River Road Cotuit, MA Owner: David Kelley Date of Inspection: June 2, 2004 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. Answer yes,no or not determined(Y,N,ND)in the 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. ND explain: 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 obstruction is removed distribution box is leveled or replaced ND explain: 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 obstruction is removed ND explain: 2 r Page 3 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 205 Little River Road Cotuit, MA Owner: David Kelley Date of Inspection: June 2, 2004 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 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 coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility 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: I 3 Page 4 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 205 Little River Road Cotuit, MA Owner: David Kelley Date of Inspection: June 2, 2004 D. System Failure Criteria applicable to all systems: You must indicate either"yes"or"no"to each of the following for all inspections: Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ✓ Static liquid level'in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than '/z day flow ✓ 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 coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility 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.] No (Yes/No)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 System: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd• You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) 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. 4 Page 5 of 1 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 205 Little River Road Cotuit, MA Owner: David Kelley Date of Inspection: June 2, 2004 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: Yes No ✓ _ 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(3)(b)]. 5 Page 6 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 205 Little River Road Cotuit, MA Owner: David Kelley Date of Inspection: June 2, 2004 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 5 -Number of bedrooms(actual): 2(Garage has 2 bedrooms) DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 550 Number of current residents: I Does residence have a garbage grinder(yes or no): No Is laundry on a separate sewage system(yes or no): n/a [if yes separate inspection required] Laundry system inspected(yes or no): No Seasonal use(yes or no): No Water meter readings, if available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): No 4 Last date of occupancy: Currently occupied COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no) Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: Unavailable N Was system pumped as part of the inspection(yes or no): 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) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: Installed 614100-per as built card Were sewage odors detected when arriving at the site(yes or no): No 6 Page 7 of 1 1 OFFICIAL INSPECTION FORM- NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 205 Little River Road Cotuit, MA Owner: David Kelley Date of Inspection: June 2, 2004 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction: _cast iron _40 PVC _other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: ✓ (locate on site plan) Depth below grade: 12" Material of construction: ✓ concrete _metal _fiberglass _polyethylene _other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 2000 gal. (2 compartment tank) Sludge depth: 2" Distance from top of sludge to bottom of outlet tee or baffle: 36" Scum thickness: 4" Distance from top of scum to top of outlet tee or baffle: 4" Distance from bottom of scum to bottom of outlet tee or baffle: 14" How were dimensions determined: Measuring stick Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): Tees were present. The liquid level was even with the outlet invert There did not appear to be any signs of leakage GREASE TRAP: None (locate on site plan) Depth below grade: 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: Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): 7 Page 8 of 11 OFFICIAL INSPECTION FORM- NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 205 Little River Road Cotuit, M4 Owner: David Kelley Date of Inspection: June 2, 2004 TIGHT or HOLDING TANK: None (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/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): 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 level and clean. No solids were present. PUMP CHAMBER: None (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no) ' Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): c 8 w Page 9 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 205 Little River Road Cotuit, MA Owner: David Kelley Date of Inspection: June 2, 2004 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number: leaching chambers,number: leaching galleries,number: ✓ leaching trenches,number,length: 3 -Approx. 62 x 22(per design plans) 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.): The stone was clean. There did not appear to be any signs of failure. CESSPOOLS: None (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): PRIVY: None (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.): 9 r Page 10 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 205 Little River Road Cotuit, MA Owner: David Kelley Date of Inspection: June 2, 2004 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch 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. 6ArAc�t, A doors I3 a a i 3 10 K� Page 11 of I 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 205 Little River Road Cotuit, MA Owner: David Kelley Date of Inspection: June 2, 2004 SITE EXAM + Slope Surface water Check cellar .Shallow wells Estimated depth to ground water feet Please indicate(check)all methods used to determine the high ground water elevation: ✓ Obtained from system design plans on record-If checked,date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: Checked with local excavators, installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: According to the design plans, no water was observed at 132"when the system was installed This report has been prepared and the system inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees, either expressed, written or implied,relating to the system, the inspection and/or this report. 11 TOWN OF BARNSTABLE ,,cc LQKCATION Z 5 L ac �� ��y SEWAGE# �(�O6 e 91 VILLAGE w 1110 ASSESSOR'S MAP&PARCEL 94 — "` IK LLERS NAME&PHONE NO. k014t ,V% e)Cg,li140cs 7,;4I - (q;0 31S3 SEPTIC TANK CAPACITY H'Z10 7�1 000 9,40i 15 LEACHING FACILITY. (type) ��J 1 �E1G� (size) NO.OF BEDROOMS S OWNER _SOV� Lc u pr4 y PERMIT DATE: D"Z7• NO 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 Wetlarid and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY I-A ov, gs` 114 s QNX; Jc � 1 1 1 //V No.. ' ' �/ ✓ WIC/ `�//f' 4"7&& • THE COMMONWEALTH OF MAS ACHUSETTS Entered in computer: POBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplication for 30ig;potaY 6p5tem Con.5tructiun Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. `�ns C vi c .�04%. � Owner's Name,Address,and Tel.No. r^ cbv ) °ems" L 1 r l .E K\,j Assessor's Map/Parcel Installer's Name,Ares�s�an�d Tel.No. 430_ Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building ' No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 1� Date last inspected: Agreement: 10M m t° 4�S Riefflfr The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system i accordance with the provisions o 5 of the viro ental Code and not to place the system in operation until a Certificate of Compliance has been issued by his oar of e th. 1 Sig e Date 4 �` Application Approved by Date Application Disapproved:by: Date for the following reasons s Permit No. Date Issued P o— �► Entered in computer: THE COMMONWEALTH OF MASSACHUSETTS. BLIC-HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIppYication for Miopogal 4pp5tem-Cow6truction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. �05 L\r�--r �04n,. �� Owner's Name,Address,and Tel.No. Assessor's Map/Parcel D j�( �tea �j°�� rN " Q E Installer's Name,A,dress,and Tel.No. 0 Designer's Name,Address and Tel.No. Type of Building: / i Dwelling No.of Bedrooms ��� Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) r,. Other Fixtures Design Flow(min.required) - gpd Design flow provided gpd " += Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) b . t Date last inspected: y ��/� Agreement: +Ol l 1 1!1 JV �C R�Iezli.l #,y,/* The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system i accordance with the provisions o `rite 5 of theoBriviron=ental Code and not to place the system in operation until a Certificate of Compliance has been issued,b this Boar o ellth. Si e ,N �i i kxe. Date g / / ApplicationAppro'�ed by : � A�f, /h Date j Application Disapproved by: =Date for the following reasons E` Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Cerl ficaatte-of THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructel ( ) Repaired ( ) Upgraded ( ) Abandoned( )by F3,0,j n at �_ �_ Z-t , /t0 Pc\✓tP.-r, has been cone tructed4_ accordance . With the provisions of Title 5 and the for Disposal System Construction Permit No. i/f] dated Installer " � r t 6 epic✓ Y� '; r. Desi'g er-� J 4 #bedrooms .Approved design flow gpd The issuance of this permit shall not bel construed as a guarantee that the system will(fdncfioWas designed. Date /� / 1 "-f /Jo Inspector \ N r t ———— -- No. Vol 44?/, Fee / THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS Migonl *pgtem Congtruction Permit , Permission is hereby granted to.Construct Repair t( pgra Abandon, System located at L.� ' " — , r 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 provision Is or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date Approved by e Edif<°Toa1s Ne1p _t 4�'—' �' � �,�.- �,..,� } ,y. p e ����e4��y° y ¢ +4a " 'i' � d e — m �a � F`�s` �� ¢ IK ri5rereguisrte 'la Dept= pNeeded By �P,pproaea . f9y#MT Stan s I� arcmer r e�b'uF4Status{ CONSE 6 01 04/26/2M6 FSTE REVISED PLAN!4/12/Olr BY PESOE r�ud�nHistar}j ; liz TAX 9300 04/2t}/ZUlf, DBAR WORK 9300 04/262006 DBAR t- j .�..._.,.........m. ..,,,� :.,.,.. .,.,,.�_ �,_......_.�....... 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" ■r.■lrrr■■r■■....ar■Ir■■rOr■Ir■I ururu un�lr ��� w■u■Irnrlil ■■ ruu■n■■, oun■■u■■■u■■■■■■■■■■u■o■u■■ - ■■unrlin�,■. p/ 1r li■■■■ a-- .rtiig- i.,i r■ I■rruur■u■u■u■urr■■r■uuru■ 1■r■.r■■r■■r■■r ■rr■■r■■r■r■1 ...r■4• r 1..■■rr■...■.....■■.■■.■...■..r..r■ _ .............� .........:ae■I r...._........_ ..■....■.2� IS 14 F.� TOWN OF BARNSTABLE ' LOCATION 1K CA)i SEWAGE # VILLAGE Ofi;)T ASSESSOR'S MAP & LOT O 4 INSTALLER'S NAME&PHONE NO.R,.. ,aLia, NA4 - -12l —6 'fI SEPTIC TANK CAPACITY 10Aa � LEACHING FACILITY: (type) P1 �' (size) 3 trt-Ai 51VyGz� NO. OF BEDROOMS 5 BUILDER OR OWNER h4,A0 ka )l e 4 PERMITDATE: �I�19y 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 j on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist i within 300 feet of leaching facility) Feet Furnished by � toe ADO '7 bb]Ja9 yb� Ty F• ; '1 T0VrN OF BARNSTABLE LOCATION O`o (i q ri VG/ ��• SEWAGE # VILLAGE Co V 1 l ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY a OW LEACHING FACILITY: (type) TGn Jz (size) NO. OF BEDROOMS ," BUILDER OR OWNER UAViCG�'�I PERMITDATE: 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 - tiOG JtY1 3 6AMC�e: } ft a 9'.500' 3 ! r. TOWN''OF BARNSTABLEo LOCATION '>K C,jlls Qlx4t fZc9, SEWAGE # M—S�6 VILLAGE �!C%/T ASSESSOR'S MAP & LOT0- �Q&q INSTALLER'S NAME&PHONE NO. 1_T�� SEPTIC TANK CAPACITY 20-04` /"' LEACHING FACILITY: (type) Pt (size) 3 trti.nt/Vi zVJ(4z, NO. OF BEDROOMS "S i BUILDER OR OWNER/ 414,, YQ k9 rl e v PERMIT DATE:_I i/gy COMPLIANCE DATE: Gloo Separation Distance Between the: Maximum Adjusted Grouridwater 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 3 r-40- O-ARalc, _ f . t oar aor Q o� � z � 1 � THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) m A DATA l Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: �sw Yes. PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,, MASSACHUSETTS application for Diopool 6peum Construction 30ermit Application for a Permit to Construct(Al Repair( )Upgrade( )Abandon( ) Komplete System ❑Individual Components Location Address or Lot No. J O S' v TjLEr Owner's Name,Address and Tel.No. dent-.-7— 'AWvie KG"cGB�/ Assessor's Map/Parcel "'-4-:cAmsf�e�v• 0 SZ0'. 6 �i�JT,� �' s�-3s/D/ Installer's Name,Address,and Tel.N . Designer's Name,Address and Tel.No. t �� � nDnss� ZZ A, b 4vc 50 , �'oz.: a: r�, cf9tc�O'ej �4�soC 47 Type of Building: Dwelling No.of Bedrooms Lot Size Z �' �e ec -ft Garbage Grinder(P-) Other Type of Building RMI I&M65� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow SSO gallons per day. Calculated daily flow 8 7�9 gallons. Plan Date mil?' 3 1 je� 00 Number of sheets / Revision Date IVZd Title Sire o,�Aj er Gaiyb ia/ mw 4or-5 3*-V oAl Le e Size of Septic Tank 0000 ( Z Co P l7) Type of S.A.S. Description of Soil TP AeP 5-M0) /#-4474ny Afeb Sgxl�^T je MA SSA` S(FZ— el- :S&j& Pca.t! 7 Z-- cam- 'Nab s;�!� X,-,29Lyv nob ag&a 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 in accordance with the provisions of Title of the En . mental Code and not to place the system in operation until a Certifi- cate of Compliance has been is§ t Board f H th.. / D� Sign Date f Application Approved by Date Application Disapproved or the fo lowing reas s Permit No. Y— Date Issued }J �_ Fees. 1 THE COMMONWEALTH OF MASSACHUSETTS --- Entecedincomputer:' - . $N1 C441 CS ti1S ':'_ Yes id I PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS ZippYication for Mi.4pool *p!tem Construction Permit, Application for a Permit to Construct(,*Repair( )Upgrade( )Abandon( ) ,'Complete System El'Individual Components Location Address or Lot No. 4 O 4- 41 lT4'E' 41✓4 1P- 12 O ner's Name,Address and Tel.No. Ct07Zotl 401B KC'ct� Assessor's Map/Parcel — �pOZ.,.75 es/�P6 (���,��J� •��J Installer's Name,Address,and Tel.Ng. n Designer's Name,Address and Tel.No. 7r3�t 0z63D Type of Building: .4,Dwelling No. of Bedrooms Lot Size Z• Csq-.f4- Garbage Grinder(Y) Other Type of Building A"13tc�+t1`Co5 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 6-61,0 .J gallons per day. Calculated daily flow 37 9 gallons. Plan Date - R" 3 Il9,66 Number of sheets / Revision Date 1V1114 Title Ro?'osc-b Sir,- Pe.-hcr ,jx- C,041b /4/ Co7XI/r" MR j_ors a4-V 0" ! Size of Septic Tank ZOOO F Z Type of S.A.S. J. Description of Soil 7P/ w - � /� - sore-b SAav71 AA., �r s�Cil1' SC:r 7'cpN e-R n►m v ov,, /8�+ra�a►�s qrc� s, �.°aw--to,',Vxr 'Vy�b 4 - Wcf--�5 ,6..yF .54.,A Nature of Repairs or Alterations(Answer when applicable) Date last inspected:. ° Agreemenl;7' /The undersigned agrees to ensure the construction and maintenance of the afore describedron-site sewage disposal system in accordance with the provisions of Title�of thBe Envir0 mental Code and not to place.th6Fs'ystem in operation until a-Certifl-- t cate of Compliance has been iss oard/of�H Signe C! Date lApplication Approved by' ! Date ` Application Disapproved or the fo lowing reaso s �1 l Permit No. — Date Issued f THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CER �, that t On-site Se ge Disposal System Constructed( )Repaired ( )Upgraded ,(/�%1 ( ) Abandoned( )by �DZe /// �'/1.5�• at Zof- Z.rTL C gi2 6 early has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. Lf�-rfTg&dated .1 Installer Designer �i rfl� /I The issuance of this permitshall/4ot be construed as a guarantee that the s I nctivn sdesigned Date / Inspector I U- -- - ------------------------------- L No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE: MASSACHUSETTS x1h9pozat *p!gtem Conotruction Permit Permission is hereby granted to Construct(• V�Repair( )Upgrade( )Abandon( ) System located at o?O.l' /,,Me' ,0 611-gy0 4;), . Od 7U 1 T 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 m/usst,be com leted within three years of the date of this pe Date: (L/ Approved b Lc, �„ PP Y . , Town of Barnstable P# t�. Department of Health,Safety,and Environmental Services �V9 Public Health Division Date �7, c5 Q„ 367 Main Street,Hyannis MA 02601 avwsrear.a. Date Scheduled �,/ � , Time A 'VeZeA(ee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: /! �IrL 11 4.-ii 4�1 -J�a�tJG� r itnessed By: 7Z�02)/ OL/,A/)A1,14, LOCA4k�>RAI�I1FQRIYIA ' pN Location Address OR ,t��� l� ;e e r�J �p�Owner's Name................................. � ca-1-9 1• P L e Address Assessor's Map/Parcel: 0' , 0,0 . l Engineer's Name NEW CONSTRUCTION REPAIR Telephone# Land Use Vi9 GAAI i Slopes(%) e / Surface Stones / 6 Distances from: Open Water Body 7 ft Possible Wet Area /oy ft Drinking Water Well IV% ft Drainage Way -7 Z J ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) PA e Z-/ J C Viz, N A/ 1� 131r i P,itu4 Parent material(geologic) Depth to Bedrock �/OC)/ 4- Depth to Groundwater: Standing Water in Hole: A/o Weeping from Pit Face 1411) Estimated Seasonal High Groundwater 33 i3G,(- / 64 F-Aa .::::::::..:.::::::......:.:::: ::::.::..:..:..... .... ................... ......... ... ............::::: ............................................................................. Method Used: /Loi.,.✓r, G✓Ar,�ft, iGuT L/vGov6�/LZ Z&0 Depth Observed standing in obs.hole:. in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well#__-__._ -Reading Date: Index Well level.-.--- Adj.factor Adj.Groundwater Level ,:;.. .:.:....:::::::,;,; PER�Gt�LAT�UI`i TESL D9tC: ''" .T,m :>:: :';>' »< Observation / Hole# / Z Time at 9" Z:7 y Z:3c) Depth of Perc y0 S Z„ 3 "�18 Time at 6" Z' y 9 3'O Start Pre-soak Time @ ' O O O%W Time{9"-6")a' Z 5 C)` 3 End Pre-soak Z%`Y"' Z Rate Min./Inch z Z Site Suitability Assessment: Site Passed Site Failed:�_ Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back Copy: Applicant .. ..:. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.° Gravel) z—e1Avc5- Is PIAI& Ad'5p , 5- 9 60 5"V-0 oyZ G/3AlSINGLU 6/ZA j✓ l J�1 4 'AN"y 9-/S A radn �ioAo ► a/►Z `//L U I � eSSi rid, o /e. Z G -/ZG C/ EEP OBSERVATION IHOLQG. c►l�#. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes: Consistency,° Gravel �i.✓�GS P/nIC ,val3GLgS 'M'04> S�n� l()ya 61Z /� s/IVGiB Gi2A.� Loose zG '�3Z �/ �`Opo✓L� )v`/2 �'/� s/r/GC C3 �a2,61r✓ S t9 ..: Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. ° Gravel) REEF DBSE V A`I'�01� �JLE'. <.. Hale Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel) Flood Insurance Rate Maw ZS�v/ Oo/ LL) Z—Z�9Z Above 500 year flood boundary No Yes v �IA�/oGP/VJ TO �o/'/5 Within 500 year boundary No Yes Within 100 year flood boundary No V Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? as- If not,what is the depth of naturally occurring'pervious material? Certification I certify that on 6-/6- 9s (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature Date -7-ZL--98 o � Town of Barnstable P# 91 9,5' Department of Health,Safety,and Environmental Services Public Health Division Date— -�!`11�2 367 Main Street,Hyannis MA 02601 s�rwaTeHr.B, t Date Scheduled I Time 'Qeee/kee Pd. f,�5V- 4-' Soil Suitability Assessment for Sewage Disposal Performed By: / r ,/1 4xs.t/ �$�pe r �]�itnessedBy: T�22y' I�NivN//✓b �,+D 7��,+ .. Location Address �r��� �I�� pllOwner's Name L Address Assessor's Map/Parcel: Engineer's Name /3,:-0 /,ePo .T /o�^�4 NEW CONSTRUCTION REPAIR Telephone# Land Use VA G,QAI i Slopes(%) g— Surface Stones /_ Distances from: Open Water Body 7/ Q1,) ft Possible Wet Area °y ft Drinking Water Well IV, ft Drainage Way -7 Z ft Property Line / ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) L/ '7LL r� Pp6 ak ,• 23�' r EST , z,, t � Al 131' y /1�/95h'/'!7S Pr i�vh Parent material(geologic) /���iH Oc?ilgS/7S Depth to Bedrock 400/ Depth to Groundwater: Standing Water in Hole: A/O Weeping from Pit Face Estimated Seasonal High Groundwater 3c t i3gL_%t_) G—R Ate .;.:...... . yam: y�� r� y�+ yy. �v�+ c y/y � z r y-y�+�+ 3/�`.1 L* 1 1�L 1i R."..�w � �Hlly Y 'L: 'lei;l r i.,:. . . ....... ..:::::: :.... .:....::::::.:... Method Used: �-X2ot4nit7 G✓.VTi*/L if�vT G7vGov4,-,�Z40 • -Depth Observed standing in obs.hole:. in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# -Reading Date: _ Index Well level Adj.factor Adj.Groundwater Level_ � :: ::. LAUG ::�:i:::�8 B .. ... .... r F.::.:.. .::......:::::.::::.:::::::::::::::::. ::...:........... .....:....:•...........:...........................................................................................:........... Observation / ,l Hole# / Z Time at 9" L:7- I Z,30 Depth of Perc yO 3� "y� Time at 6" Z' y 9 3ro Start Pre-soak Time @ ' O Time(9%6")D 7-5 End Pre-soak Z A' Rate Min./inchG Z L Z AS + ~ Site Suitability Assessment: Site Passed Site Failed: IV Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back—� Copy: Applicant ......:::.::::.:::::::: ::::.:.::::::::.:.::........... .............................. ...... r REEF QB > ItvA�' if)lYIkLCC► >< Qe# ; .. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling . (Structure,Stones,Boulderes. Consistency,° Gravel) _ �GGor��aSlive. LCAV'%- 0 y iZ `//i Lunr-y' Me�p , ZG Sw S�wb IU VF_ .S/£� essi�f, l/ttE%f �r✓,.�r�3c.c `DEEP OBSERV�TIOI�+i HALE Ll?G Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,° 47 LJ -;rI�/IGs el Ne AIC00 .bS Mac SAn,o I aye G/Z S/�vGt c9 62,A"V ysAw/ Dye- /s �Ass� �{ Yin ei,nBt,c, /yAo 141u' /JL✓ d0 )/Orvb ��y 2 J/3 N ',pi Z IACLPJ ZG /3Z.._ �i M�o�wn )vY2 (-�`23 s.,,�e�a G2Al,✓ s0 VEEP OBSR 'TM HIDE>G4 iIol # .................................... ............... Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistengy,° el DEEP OBERVITUI H�JLE L3 Hale#,, Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % I Flood Insurance Rate Maw Above 500 year flood boundary No_ Yes L fI Df/9GF/1�% 76 0o iVE All i Within 500 year boundary No Yes Within 100 year flood boundary No V Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? 3S If not,what is the depth of naturally occurring pervious material? ' Certification I certify that on 6—/6 9S (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.0'17. Signature Date -7-Zi; fig THE • GENERAL WORK NOTES LAVERTY esl ence RESIUE.Y(:E erty � GENERAL CONTRACTOR (G.C.) TO MAKE THOROUGH YISUAL INSPECTION OF PR6M18E3 PRIOR TO SUBMITTING 205 Little River Road PRICE DUE TO THE EXTENT OF WORK REQUIRING FIELD COttltt,MA VERIFICATION AND INSPECTION. W635 205 Little River Road Cotuit, MA 02635 2 OF A ALL WORK SHALL MEET OR EXCEED REQUIREMENTS, REGULATIONS, CODER OF THE MASSACHUS3.TTS STATE UNIP ORM EVIL AND PREVENTION CODE, AND THE HOTES: 0R0INANCH3 OF THE TOWN OF PJARNST ABLE ; AND OTHER AUTHORITIES HAVING JURISDICTION. ALa rorw w rrw 3. ALL WORK SHALL BE SUBJECT TO BUILDING DEPARTMENT W..— APPROVAL. THIS CONTRACTOR SHALL ARRANGE FOR •.r.nro. ALL RHQUIR HD INSPECTIONS AND SMALL PROVIDE THH OWNER +GNG Gmnww`'.nwcy WITH A CERTIFICATE OF COMPLETION POP ALL WORK cw.enw.•„e w.ncrruw �<ra PRIOR TO FINAL PAYMENT. Trw w•vnw•w rra..ew...w.Ne GNG DESIGN.Ire.a.nwn:...,r.wwe 4. G.C. SMALL FOLLOW ALL MANUFACTURERS' SPECIFICATIONS AND IN ON PREPARATION AND INSTALLATION OF ^^ PRODVCTS CALLED FOR UNLESS OTHBRWISH NOTED no.ncr.o<•+w`. er.w <r'r• ON DRAWINGS. GI`,.DESIGN.Y.c.s..r. 5. ALL WORK SHALL BE PERFORMED COMPLETE, LEAVING EVERYTHING IN WORKING CONDITION, WITH ALL MATERIALS, ReYW011c EXCEPT AS SPECIFICALLY NOTED, OR ARRANGED IN WRITING. — 6 _ ALL WORK SHALL BE CONSIDERED NEW EXCEPT A8 ---- % - OTHERWISE NOTED AS 'EXISTED` OR 'RE-WE„. ]• ALL NEW WORK , G.C. TO PROVIDE SUBMITTALS TO ARCHITECT/DESIGNER OR VERBAL DESCRIPTION POR APPROVAL. ALL WORK SHALL BE MADE RIGID, AND WORK ADEQUATELY _ BRACED AND SUPPORTED TO SUSTAIN ALL.IMPOSED LOADS ---- _ - AND TO PREVENT MOVEMENT. _ 9. THE WORK SMALL BE CONSIDERED ALL INCLUSIVE AND SHALL _ INCLUDE BUT NOT BE LIMITED TO PROVIDING ALL FINISHED (PAINTING OF ALL SURFACE), ELECTRICAL WORK, PATCHING �— _ -- — AND ENCLOSURES OF DUCT WORK, AND BASEBOARD. 'IO. ALL WORK SHALL BE FULLY GUARANTEED POP NOT LESS THAN ONE YEAR FROM THE DAY OF FINAL ACCEPTANCE OF THE PR OJBCT BY THE OWNER. GNG DESIGN Inc. 247 ONSET AVENUE.ONSET VIIIAGE 1I, THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES P.O.BOX 1200 IN TH8 ILAN9 AND S►ECIP'CAT IONS TO ONSET MA 02332 I{ THE ARCHITECT/DESIGNER. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK, FOR PROPER LAYOUT. VERIFY ALL ITEMS PRIOR TO TEL.508-295-2952 p 71 oR DERIn G. FAX 508-743.0903 L F i 12. CONTRACTOR TO LEAVE HOUSE AND PROPERTY 1N CLEAN _c O -- . -'- - AND READY TO BE info@g'LIVED IN' CONDITION. ng-de$igILCOR] 13. ALL CLAIMS PO R EXTRA WORK MUST BE APPROVED IN WRITING BEFORE WORK IS BEGUN, OTHERWISE THERE WILL BE NO OBLIGATION BY THE OWNER TO REIMBURSE THE CONTRACTOR. GRAPHIC SYMBOLS DRAWING SYMBOLS ARCHITECTURAL ABBREVATIONS LOCUS MAP PROJECT DIRECTORY DRAWING LIST [NRN C'�am Wumn Dr Gk Numpn mFKXs rne0 m--I— !Or uo<M.ell inraN � OWNER �N(M <nannea iEt abiurrWiQMr mlinel AR �r"'N�I w'R<pm,er ° of GIUv[LICON',nu 0ffA&5 mares nor D on.tn n:o io (�opaa.°by c<. .aRRnssvoNs:< rw as 0I 0 ann NisN oa.'k" ARCHITECTURAL 'D 11—.- Eaminm. A-0 BASEMENT PLAN Roc„nEoc[ •n a°W';,�. a< wn °°',a,an N<.rar<v<a<e tFCInR s«van Na •_T ) iu80R iw ( �o,„o+ of wo<>Ix SITE/�JVIL A-1 FIRST FLOOR PLAN _ we«ry sne.n an uM alumirvm a, ,,�< �, R EDWARD L.PESCE P.E. A-2 SECOND FLOOR PLAN d....e,,._ cnclrorlM GlV Nmtre„ p[!R relrNgeratw `a 91r p,,b,In° PESCE ENGINEERING WLL® nos Rs n co mae. AND ASSOCIATES A-3 EXTERIOR ELEVATIONS -- -«,N,N,r.ne<r as „gym R rrs9r n"nd 461 RAYMOND ROAD A-4 EXTERIOR ELEVA110NS . art eei%4r,oP. NNo°wONR nar m<n,a�� RD roe'mmn PIYMOIJTH,MA EuvcRnE RlocK aLNc ° oR N.ae<r uc roorin°ODOR NUMBERPHONE/FAX:508.7439206 A-5 BUILDING SECTIONS R Boa be11 m H M�°ulr RO rea°n o IN LANDSCAPE ARCHITECT SNRetTbr. WL4WN TYPE soN[ ��oow er„e saoa<I„o eiEc e�iu,q NOR m<la uc "a<l on ePa D ®5>[[l Mn„o,1>w C G N4�q Oo,in It�S le(e).Ilon) 50CIMM ewM,�tle<I Lar°e Smk [En IM• aQare ;1L „ayv�< Small S<mly Rea R mk lae I,n 'n"' SIR slrvclwel C sus ❑C ' w<en TITLE SHE( f Rc r`ra<r<„r. n Ian m <In favl) °5NCD M00D nR <i.o STRUCTURAL ENGINEER STRUCTURAL IroNCN wood 0 Kaaan R.1<.erce NwnD.r cc°o[Mia �'""'."„'(.e,.oan),Ial.) `lue be°ea'a,ar> al N.wma TURNING MILL CONSULTANTS, INC («moaarr Nmd cr:o"c > mr ' n ry i.N.mot D o P.O.Boz 1159 Dlm.n<mnol l.mEvr oN> LETIA ME11 corm o ;mac'«n i ;' "I,an° iPo Im oow�aw<n,<. SANDWCH.MA 02563 ec er)ad o►< a°roa S-0 FOUNDATION PLAN oc w r„Mr ON))88lF4J83 o ON) S-1 FIRST FLOOR FRAMING PLAN >.a eagpME)It a a.s M"s maim" i S-2 SECOND FLOOR FRAMING PLAN °°"" JJ •i"'e<�sD<aN (D—[°awm.m R<,oma.xamW. ooLaw wicN mm„mm°0`n'•° S-3 ROOF FRAMING PLAN cn«KRael! DI. uao wNub om.r.N. GC Smnn SmN BDHIH "°A Nam rvl - oN k Nmt wPm aa.N GENERAL CONTRACTOR S-W owR ::ah Prmn[—D rMr<r Ny a ELECTRICAL 4i0 mnb;ply) Ni rrgl 1poallw Pe Dry cuss �Na ¢[c m a Lo.°<z<m< Ewe "`Irrk I.aler cooler N., n oma FEM3RUARY 28.2006 Small SeoN El .Nrotlan KM r or o�yrlra<I 1YC w�fw do<el SN!!1 NIICdC[. [lKl mcbaure N,S rmM N4 .a1NPool Om) .I GRSUM BD•RD R<Hvan lxolbn EEl KM n<ml Yw�MNN M Me' izv in°<a ro oP<n;na we <ymr - T=1 KUNINUN W THE - LAVERTY RESIDEINCE 205 Little River Road Cotuit,MA 02635 _ NOTES: - M eem,awa Tss91-411, ievhkmc A-5 -----------Q'-----------Q —————————— ---------------------- I \ I § \\ I i \ I \ III ------- ------------- \ \ \ $ qq GNG DESIGN Inc. 247 ONSET AVENUE.ONSET VILLAGE a I 'n'o• \ /// j \\\ TEL.508-295-2952 \! / I a FAX 508-743-0903 40 I I info@gng-design.com I I I a - 2.-0 O ® GIRT ABOVE PROVIDE S PPORT m 0 BASEMENT a GAME EXERCISE v -. .. DT ♦N x II \,Z_r}I B& II s._9. s+o +a-s 7•-0• r CQ5ET rT ------- —Note Stub out plumbing for future bath a•,r- . - 0 —�I room - Sheetrnie: 1 �7 -0I OG VIECHANICAL STORAGE CLOSET �U 1,Tq, 16 R� II II om LAUNDRY A - - EXTENSION D.—er. JJ ° }y� ? ° v Chocked ly: Cam+ - Scekr. . - - Dehc FEBRUARY M 2006 i 1 Sheef N—bec ♦ ♦p_5 ry 1_ Basement Plan SCALE:1/4"=11-; 1 L } J • f 6Y-d THE . i A-4 LAVERTY RESIDENCE a'-O' 205 Little River Road Cotuit,MA 02635 noTEs: t A_5 Trr wMr.ru nr wo.o� felq DEaKd'�k a M ~ keglbm: . O an -31 I ]D O7E O DECK O9E ® DECK a v 107 h WF STEEL BEAM FAMILY Y ABOVE SEE STRUCTURAL ROOM O 0 0 o Z —J ° i L—J -- -- - -----� - GNG DESIGN Inc. ------ - i tv-B' , 2 © h 7A7 ONSBf P.O`t BOX00 ONSET VaL1GE Y ONSET MA 02532 BREAKFAST I ° TEL.508-295-2952 FAX 508-743-0903 a ,D6 KITCHEN e2 m 52 4•_6. 2 inf��g_desi .com t? LAU Y a ROOM I Cl ❑ MASTER 13 BEDR00 _ 4122 1 1"' . — 2 2 8-7• L 4--1r - 14 ® ROOM § n ®A b 17'-' 2 4-62 2 -cx L 4'-6' L 5•-d L 4'22. MAStEf• 9 II UP 16 s•-i Pr s' I I t02 2•-Dif — — 1 DINING I ®0 D READS•9',6 D 00 + • oa WALK-IN II o CLOSET I QENTRY I � CU OM �o O I O O I O m 19 I 18 Sbeel t111e: OtE COVERED E PORCH FIRST i I FLOOR PLAN prolect D_Br. JJ Cbeekttl tr. GG scale: e•-o' a• a•-io• 9'-0' 9•-0• 9•-O' e•-,a e• a•-0• slate: FEBRUARY A 2006 SAeel Number ■1"3 First Floor Plan SCALE:1/4"_l'-0.. 1 L J THE t t p-4 LAVERTY T5 RESIDENCE 205 Little River Road Cotuit,MA 02635 No-rEs: Mona Euw er fJ'If Gw•fi¢rtm �nas Tw @q OG81611.1q t•�� s ' 61'10 DE81fJl k eMo� r+ eeMsb� 31 � o BATH OOMe k° x2 •C° DECK f+tb® 201 � BEDROOM �� 20. a BEORooM GNG DESIGN Inc. 2 2 + 247 ONSET AVENUE.ONSET VB]AGE J L`� P.O.BOX 12 20 p_4 ❑ p_; ONSET' MA 0332 A IL�JIJIJI � ® _ 509-295-2952 FAX 508-743-0903 info@gng-design.com zos1p zoo 206 BATHR00 FAMILY a WALK-IN ROOM T 1 CLOSET a .> n I , i p-5 _ All T3 sh.etnft SECOND FLOOR PLAN om..e er JJ Chocked ey. (iG Scow. oOt"� FEBRUARY 28,2006 SIMet MmeeeE A AM Second Floor Plan scALE:1/4"=1.-011 1 L � C-tFRAL NOTE r ALL WINDOWS AND DOORS TO BE ANDERSEN THE RIDGE VENT CONT.(TYPJ W�T��� SPERMSEXTERIOR AMDS�PITRIOR 6RILLg AND-PAINTEDWOOD m NEW R APK 40 YR MGM PROR 3 ASPHALT SHINGLES L A V E R T Y SPACERS. EXTERIOR PAINTED KOM!✓PVC SUSSIL LS OVER 90a ROOF FELT(TYP) / AND CASING /BAND MO(ADING TO BE PROVIDED AND B36-ICE ARBER AT WATER ALL SAVE 1{CSI1)F.�iCE INSTALLED B THE GENERAL CONTRACTOR LINER Q VALLEY TOP OF MDOE — _ �y1�— 205 Little River Road NOTE: CotLit,MA PLUMBING STACKS,SATHRM. 02635 EXAUST,KITCHEN EXAUST,ETC. ze LOCATIONS TO BE REVI=WED AND APPROVED BY GM DESIGN BF-FORE INSTALATKJN MOTES: jl TOP RATE _ M vanf.1W Du.w k we .rvno BEAD BOARD CLG,W/EXPOSED ® ® ® ® RAFTERS CASED W CLEAR WHIT Atr CYPRESS(PAINTED WHITS)• COVERED PORCH ONLY. PAINTED WOOD AT ALL OTHER LOCAL'S GIYfi DE3Ka'l k p M _ 00.00 TOP OF WALL Revbblx ALL EXTERIOR TRH. TYPICAL EXTERIOR WALL: BRACKETS,MOLDINGS.ETC, SHALL BE PAINTED WOOD WHITE CEDAR SHINGLES ItE R.6'r EXPOSURE OVER 901E FELT.4/2 CDX PLYWOOD SHFAT14MG.2X6 NO2 OR 21 - 42'DIAMETER POLY ONE 2 V-P.FIBERGLASS INSULATION.1/2' COLIIMI'IS:TUSCAN BASE. TUSCAN CAP.W/F4I-L LEAD ® ffl COATS SYSTEM/VENEER PLASTER 2 COATED COPPER CAP FLASHING (COL.PAINTED WHITE) O ® O O O O O O — J�NRST SUBFiDDR I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I I ---------1—L--- --- 1--L---------1—1----------------- ------------------ --(�-�, I I I 1 GNG DESIGN Inc. L_J 11 L—J 0 I I I I 247 ONSET AVENUE,ON VILI.AfiE I I I 1 P.O.BOX 120 i t I I I I ONSET MA 02532 I I I I I I I I I I I I I 1 TEL. 508-295-2952 FAX 508-743-0903 - ----- --------- --------- ------ ------ --------- — rT`�fT — �l 7 r=-------- info@gng-design.com _ uilding Elevation scale:va^_1'-0M 1 RIDGE VENT CONTATYP] 11 TOP OF RIDGE — G.C.PROVIDE ALT.PRICING NEW ROOFIMG:40 YR MGM 40 YR ASPHALT SHINGLE PROFILE ASPHALT SHINGLES OVER 30a ROOF FELT(TYP) h TOP RATE _ 96'ICE AND WATER BARRIER AT ALL F-AVE LINES E VALLEYS SECOND SUBFSDOR-Ufv — =00.00 — �TOP OF WALL _ OEV.¢W-00-00 — SAeeN 110e: WHRE CEDAR WALL SHINGLES SHALL BE PRE-DIPPED(1 COAT I WITH A SOLID BODY OIL BASED STAIN(COLOR SELECTED BY OWNERI FOLLOWING ALL EXTERIOR TRPi, INSTALLATION APPLY A SECOND COAT BRACKETS,MOLDINGS, ETC_ OVER ALL ® SHALL BE PANTED WOOD BUILDING 16 IS O O Il 10 MAHOGONY WOOD DECK PICTHED AWAY FROM HOUSE ELEVATIONS — .— h FlRSf SUBFLOOR - -Y ElEV.=OD.00 — — — — — — holed. — 1 12,DIAMETER POLYSTONE 2 D—sr. NOTE.. � COLUMNS TUSCAN BASE. JJ I I TUSCAN CAP.W/FULL LEAD PLUMBING STACKS,BAT1aRM EXAUST, I KRCHEN EXAUST,ETC,LOCATIONS TO I 1 COATED IC�DEWHTFP FLASHING CAeckeOOy: GG Be REVIEWED AND APPROVED BY GNG DESIGN BEFORE MSTAL.ATION 1 I Scab: qD DO1e' FEBRUARY 28,2006 1 I Sheol HumEM: I I - p L_J L—J i� i*) North 'Bu ing Elevation SCALE:1/4N=r-0" 2 J CONERAL-MOM' ALL WINDOWS AND DOORS TO BE ANDERSEN mcrm, THE WOODWRIGHT SERIES CLAD OUTSIDE-PAINTED WOOD INSM PLUMBING STACKS.SATHRM. WrtH PERMANENT EXTERIOR AND(MTRIOR GRILLS AND F-XAUST,KITCHEN EXAUST,ETC, LAVERTY SPACERS.CUSTOM-PROFILE PAINTED KOMA/PVC SUBSI..L-S LOCATIONS TO BE REVIEWEDREVWED RIDGE VENT CONT.(TYPI-------"T AMC)CASING W/BAND MOULDING TO BE PROVIDED AND AND APPROVED BY GNG DESIGN INSTALLED BY THE GENERAL CONTRACTOR BEFORE INSTALATION RESIDENCE T�Oi RIDGE 00 D 205 Little River Road NEW ROOFMIr-,40 YR HIGH COtuit,MA PROFILE IN E ASPHALT SHINGLES M635 OVER 30A ROOF FELTITYP) SW ICE AND WATER BARRIER AT ALL EAVE LINES t VALLEYS NOTm' rrmrrj e..e..a — ..�'ION�Mcr G.C.PROVIDE ALT.PRICING 40 YR ASPHALT SHINGLE t+/ !"1 31 Trd'I�O DCalvt I.c i ..@mM..m ��e Taw 66KKbw Nan41e �rlf'DEBKdt He w� ~ Maim 00.00 _ — El � _ TOP Or WIll lev6bts CUSTOt DOW !0.0 WHITE CEDAR WALL SHINGLES SHALL Be PRE_DIPPED(1 COAT)WITH A LJ SOLD BODY OIL BASED STAIN 1 ALL EXTERIOR TRIM, COLOR SELECTED BY OWNER) BRACKETS MOLDINGS,ETC. FOLLOWING INSTALLATION APPLY A m SMALL BE PAINTED WOOD SECOND COAT OVER ALL F-9 8 7 MAHOGANY WOOD DECK tI.va © HOUSED AWAY FROM HOUSE RRSf SUSELOOR _ — GNG DESIGN Inc. LAGE I ® ® P.O.BOX 1200 4t 40 ® ONSET' MA 02532 I N ply \ p�p,,2 gtm.p / WS0�2 N]11�] / gR0{S TEL.506-295-2952 I FAX 508-743-0903 West Building Elevation scale:1/4"=1'ON 1 info@gng-design.com NOTE PL.UMBI G STACKS,SATHRK EXAUST.KITCHEN EXAUST,ETC. RIDGE VENT CONT.IT'PI LOCATIONS TO BE REVIEWED AND APPROVED BY GNG DESIGN BEFORE IISTALATIOM lOP OF PoOGE — NEW ROOFIINCs 40 YR HIGH G.C.PP. ALT.PRICIMG PROFILE ASPHALT SHINGLES - 40 YR ASPHALT SHINGLE OVER 304 ROOF FF-LT(TYP) 3V ICE AND WATER BARRIER AT ALL SAVE LINES It VALLEYS 7WTOPPUTE - - Y uc�'.a OOW RIDGE VENT COMT.(TTPI SECOND SUBFlDOR - - — TOP OF WALL _ Shed TR e ALL EXTERIOR TRIM. BRACKETS.MOLDINGS ETC, SHALL BE PANTED WOOD MAHOGO WOOD DECK PICTHF-0 I AWAY FROO M HOUSE BUILDING 10 — ELEVATIONS _ I, =u I downer ]7 TYPICAL EXTERIOR WALL: I I I WHITE CEDAR SHINGLES R t R 1 1 1 CheckedST'' GG 5—EXPOSURE OVER 30*FELT. ) I 1 1/2'COX PLYWOOD SHEATHING. " 8 MCI OR BETTER SPF STIRS I I I ScoN: r45'O.C,R-21 K.P.FIBERGLASS INSULATION.1/2'BLUEBOARD 1 1 I De1s FEBRUARY A 2006 W/VENEER PLASTER 2 COAT © I I I SYSTEM I I I Sheol Numbs: I I I I I I L 4 L—J L—J 1 South Building Elevations SCALE:1/4w=1'-0„ 2 L J r ... -1 THE LAVERTY RESIDENCE 205 Little River Road CotuiL MA 02635 NOTE% Au.e... T— reTq OCaG'l•a�.nesu.�w�uee NEW ROOFm1C 40 YR HIGH PROFILE ASPHALT SHINGLES OVER SOU ROOF FELT(TYP) S LAYERS OF'le PLYWOOD GLUE IevWo� AND SCREW OVER FRAME AT SHED G.C.PROVIDE ALT.PRICING 40 YR ASPHALT SHINGLE TYPICAL.SECOND FLOOR CEILING IISULATKN! . jr(R-3 0)KF.FIBERGLASS ZX'IO U IV O.C.ROOF RAFTERS 72 TYP.U11.0. IX10�18'O.C.ROOF RAFTERS B(� RC-SO HIGiFDENs(T1'KRAFTfACF� INSULATION W/VENT BAFFLES AMC) RC-30 MGH-DEN3NTT KRAFT-FACED VAPOR BARRIER TYP. ROOFS AND INSULATION VENT BAFFLES AND CEILINGS BARRIER TYP.0 ROOFS AND CELINGS SECOND FLOOR CONSTRUCTION: 14-ENGINEERED FLOOR JOIST,#' PLYW R-S HIGH-DENSITY MAL-ED.9D SUSFLCOP�GI-LIED R '1'HARDWOOD FINISH O KRAFT-PACED SULATION - FLOOR.V ZNFACED BATT I1Sl1L- GNG DESIGN Inc. IN W/VENT BAFFLES AMD 12 SLUESO.AND VENEER PLASTER CLG, VAPOR BARRIER TYP.• 1O FINISH 247 ONSET P.O. OB4ONSEI'VWAOH ROOFS AND CEILINGS O.BOX 1022 0 5 ONSET MA 02532 4'STONE VENEER — — E1FV�W. — — — arw,vi — — _ TEL-508-295-2952 CIO FAX 508-743-0903 TYPICAL EXTERIOR WALL WHITE CEDAR SHINGLES R E R.V- EXPOSURE OVER SOU FELT.1/2' CDX PLYWOOD SHEATHING.2X6 ® ® mfo@gllg-destgn.com MO2 OR BETTER SPF STUDS n 1&- O.C.R-24 VLF.PSERGLASS FIRST FLOOR COMSTRUCTIOt INSULATION.1/Y BLI.EBOARD 11-7/8'ENGINEERED FLOOR JOISTS W/VEMEER PLASTER,2 COAT W/R30 INSlA W PLYWOOD SYSTEM SUSFLOOR.GLAZED a MALED.W HARDWOOD FINISH FLOOR.6- UMFACED BATT INSUL.BLUEBD.AND MAHOGOMY WOOD DECK VENEER PLASTER CLa FINISH PITCHED AWAY FROM HOUSESU ElEV.=OD.W 12-DIAMETER POLYSTOME 2 COLUMMS:TUSCAN BASE.TUSCAN CAP.W/ FULL LEAD COATED COPPER CAP FLASHING(COL- PAINTED WHITE) h� S 0 Sheet Tile: BUILDING SECTION pm-t Dr—BY al Clued BY. GG xoNr. Dora: FEBRUARY 28,2006 SbaeT Number. Building Section SCALE:1/41,=1I-0., 1 J L � wawa OUTLINE SPECIFICATIONS THE IV. MASONRY LAVERTY A 1.Qurakity Control-comply with Brick 311A'III I RESIDENCE Institute of American(BIA)and National INIIII xy.• Concrete Masonry Association(NCMA) e.to— recommendations and standards. 205 Little River Road B.Products j.4 ee•w^• Cotuit,MA � '1.Concrete Masonry Units(CMU) 02635 ASTM C 90,Grade N-I. 2.Masonry Morta N f r -ASTM C Type S for or8'a'and 12'walls,Type for other masonry walls. _ noTes �� 9 o.wires,al Reingalvanized, lva orcing ized widthr as type, wATeA vALL _ _PAaomela oppropriate for wall thickness Install ..a`.c each course below gratle and 24•on 1Y wA(i w_y..�+e"..'.+�% 7-D• 9'-d ��• 4Y-,T center above grade,(or as otherwise see�mN , s°"°'O1p"'••�'�' ���� noted In contract drawings). 4.Reinforcing Bars -ASTM A 615, Grade 60,deformed bnrs. w •' wevo.r�..�a..w<a..re A-4 C.Execution G1G '� _ 1.Install with running bond and concave IT+ tooled Joint.Securely grout aoil •.'t reinforcing Items an Insert Items.Remove 42-DIA 50n0 TUBE W/ excess mortar as work progresses. 20T71ABOOT(BIGFOOT)MS' 2.Provide control Joints at a nnxlmum of �'� •4 e,.�.w BELOW GRADE TYPKAL 25 feet(or ns otherwise noted In contract documents) 1"•{ •lT" •' •,-...Yore Revldo 4 t Q / ———— 1 \\ STEP TOP OF RETAINING WALL \ I AT EA.STAIR TREAD AND RMER IIIP I \ N< SEE LANDSCAPE POOL PLAN 24. 2t \ Y t1. Retaining wall Det. SCALE:1/2m=1'-0rr 1041 �•/ I I \�� / ( STEP FOOTI,Ca AT WA"-OOT ' E GNG DESIGN Inc. yy77 mot 4"C'BELLOW GR FS ADTEP „ \ STEP FOOTING AT / Y FOOTING AT GARAGE I c IN 207 ONSEI'AVENUE•ONSEI'VRUGB \ Y-O' WALKOUT 1` I I]D' MIN.4'-O'BELLOW 025 I I ONSET MA 0253E P GR GAR TEE FOOTING AT AT GARAGE TEL.508-295-2952 ---------------- FAX 508-743-0903 \ (3)1 9/4'X 41 7/B'LVL(ABOVE) ——— info@gng-design.com o I I `m CONCRETE FLOOR SLAB b W/6X6 W4.4XWt4 WWM OVER I L—— — — TURNING MILL 6 M11-POLY VAPOR BARRIER — OVER MECHANICALLY COMP. CONSULTANTS,INC • 1 nuLAR.(ABASE. m Nsrnumm=112's GRA • J Dae®AP®18.&(GII(�P9 leeP®m.� vm M ee`.seHND�®as tin T-W b 6'9• 5'-10' 103 B'-+o• T-O' T-0' T-6' -- - - - - - - - - - -- - -- - - - - - - - - - - - - - - t �tt§.t�F '' I ________________ _ ___= 0 I BEAM POC T OfT CONTROL JOINTS --M P—FJ+.RO'IG 4/4'X4'XW RING MAKE CUTS NO MORE THAN PLATE SET IN GROUT I I 4 . PLATE SET IN GROUT 24 HOURS AFTER POUR SET LEVELING BED(TYP) �B b I I LMVF_LING (TYP) DEPTH AT 1•-1 4/4'. �ii' Q � 2 13)41 7/8'LVL(ABOVE) L90'%,S'CONTIX10113 I I 1 FOOTING v/19)06 NOTE: CONT"OUS I I �a•}9 � GC MAKE PROVISIONS FORSEPTIC . AND SUMP EJECTION TI N PUMP AND PROVIDE S/V X 4N ANCHOR BOLTS 9PACEO 4a OIC IT FROM CORNNFILS I TYPICAL I Sheel ilia. _ I r -� FOUNDATION - - . I v BASEMENT _ —= - - - - - -- - - - - - PLAN r p r . r p 1 r • r p� r p Project \ \ \_ A_5 Ikowll By-. JJ Checked BY GG 12'DW 30N0 TUBE W/ 2B'DU\,BOOT(SIGPOOT)48' Scat'; BELOW GRADE TTPHr AL Bole. FEBRUARY 28,2006 B• 0'-10' A-0' 91-0' 9'-0' B'-10' W Sheol Number. B'-O' 4610' B-0' 6Y-O' Foundation/Basement Plan SCALE:1/4"=r-o" 1 L �j THE LAVERTY TYPICAL: RESIDENCE 44'-O'2.10 P.T.FRAMMG•16'O.C;FRAME DOWN 21? 6x6 P.T.WAREHAUSER PARA-LAM POST.USE - SIMPSON AS"BASE W/V QUICK BOLT.USE . - (11 ACES TOP 205 Little River Road C otuit,MA 91-0' I. 3-40' 1 16'-O'- TYPICAL BAND(+)*16 026355 l WAREHAUSER P.T.PARA-LAM TYPICAL GIRT(11 63x16 - - WAREMAUSER P.T.PARA-LAM NOTES: 1 11 L Au ceree ae exw auwa.ae eeeer�w 2.10 P.T.BAND OVER WALL STAGGERED.CCUMTERPLASGH 2.40 P.T.BAND OVER WALL Tree auwnae W ro.carve.er ro (2)2X12 PT LEADGERpp�(AL). PLYWOOD. W/X1 9'12X4 GAL De w?'S\ONCX -1 BOLTS W/WASF�RS N6.O.C. . SK BOLTS W V GAL LA `@bL1f E1Tl RM®TO BUILDING TO BEAM \� / / a.ro _ BLOCK BA75 I RRIM' JOIST LVL_COPED TOSCID TO BGI PROFILE. [evw— 2X4 P.T.SILL ON IZETAPIMG (7)1 9/4x14 7/6'LVL DROPPED GIRT . WALL USE 9{I'SS OR GAL QUICK - - BOLTS 024'O.G AND ENDS 2.6 016.O.G FRAME WALL;19)7.40 HEADER W/SPAN IV B(2)1/2'PLYWOOD.GLUE'e - AND NAIL 2.5-IV O.C.FRAME WALL;(9)2.4. )1 XN LV - HEADER W/(2)1/2'PLYWOOD.G AND NAIL 4'KS-&POST UP R DOWN - [TYPICAL) GNG DESIGN Inc. (9)2.40 DROPPED GIRT 247 ONSETAVENUE•ONSET VEI.AGE P.O.BOX 1 200 BEAM POCKET,ALLOW W BEARING MINIMUM ONSET MA 02932 (3)1�'X ;'R. TEL.508-295-2952 O FAX 508-743-0903 info@gng-design.com TURNING NULL CONSULTANTS,INC D8Y®AI'9N9•M.Hum 9 AND cormmCTION YAN191DTS - !!TOIPm YOAI.IaIT a PyB0 p'isL1160.eMDIIt9.W ei4® w-nm PM x�-us .Y � \ 7 SISTER'BCI W/W 1 9/4'x 11 7/8 - t -± LVL UNDER WALL - 1 6Y-O'117'AJS 20 MSR JOIST (21 1 9/4'.11 7/8 Y' 121 1 9/4'•11 7/8 LVL FIRST FLOOR FRAKr4G MOTES, TYPICAL COLUMN:TS 1/4'X4'X4'ASTM GRADE A-500 W/MIN FY-46 KSI TO SR (2)P.T.FLUSH HEADER BEAR It. SheetT le' ON CONCRETE FOOTING BELOW. PROVIDE 9/8'XS'XS'SQUARE TOP PLATE - AND 5/B'X5'XW BOTTOM BEARING PLATE WELD ALL CONNECTIONS EXTENDED TOP PLATES PAD TOP 2f.BVTT WALL PLYWOOD WITH 9/4'CIA,BOLTS ALSO ACCEPTABLE ANCHOR TO FOOTINGS WITH 31W KWIK-BOLTS AMC)COAT WITH RED PRIMER.(ALL ASSEMBLIES AFTER FABRICATION) (3)1}X111'LVL FACE COLUMN:TS 9/15'X9'X9'ASTM GRADE A-500 W/MIN FY c 46 KSI TO SIT FIRST ON CONCRETE FOOTING BELOW. PROVIDE 31W X4'X4'SQUARE TOP PLATE - 6x6 P.T.POST AND 5/B'X6'X9'BOTTOM BEARING PLATE WELD ALL CONNECTION& EXTENDED TOP PLATES I WITH 31W CIA L E r BOLTS ALSO ACCEPTABLE.ANCHOR TO FOOTINGS WITH 9/4'KWIK-BOLTS FLOOR AND COAT WITH RED PRIMER(ALL ASSEMBLIES AFTER FABRICATION) STANDARD 1/4' (2)ANGLE CLIP CONNECTION W/9/4'DIA A925F BOLTS 8 WASHERS. (2)1}XN�'LVL SIDE FRAMING PROVIDE CLIPS FOR ANGLES SHOWN.SHOP WELDING:USE 1/4'FILLET WELDS. _ - FIRST FLOOR JOISTS SHALL BE 9-1/2'TO PRO 230•IS'O.C.UNLESS NOTED OTHERWISE - TYPICAL GAL LAG 4 RUN CONTINUOUS WHEREVER POSSIBLE/PRACTICAL FLUSH FRAME WITH - TYPICAL 2x10 PT �)� IN SMPSON UT10 HANGERS. WALL LEDGER LVL MEMBERS NOTED ON THE PLAN SHALL BE VERSA-LAM LVL OR APPROVED EQUAL WITH D—SY JJ Fv 9100 PSI AND M.01=-ZOOO.000 PSI - STANDARD HVAC HEADER PETAL TRIMMER MEMBERS TO BE SINGLE 91/2'TJI PRO CORNER POST Checked 6Y GG 290 JOISTS•92'O.G INSTALL SOLID WEB BACKER BLOCKS TO EACH SIDE OF Scale:V—V-011 TRIMMER JOISTS•HEADER LOCATION.HEADER MEMBER TO BE SINGLE 1-9/4'X 9-'1/2' Stet: TBERSTRAND LSL SUPPORTED IN U N SIMPSON T( 1 TAB HAGER&THE HEADED OFF M JOIST WILL USE THE SAME HANGER TTPE - ftly: FEBRUARY 28,2006 Sheol Numb- S.m l First Floor Plan SCALE:1/4"_V-0" 1 L - J THE LAVERTY RESIDENCE 205 Little River Road Cotuit,MA 02635 rlorea 4Na ea61Ql s V•eiere,w,ter wes'n�4 WOOD POaT DN WOOD POST UP .r ~ a V2•6 V2 LVL IeADCR 41 WRIDOW ®q oee�l►. �_ boo RArnma. ReAbbna 2aa TO&um 1'0 4a6 Lava= O011M TC TO 4 S/^'"7ro•LVL ROM P12'ICJI WP TOP/80 TOM 7/46 DuI, 4e4 WOOD POST UP 020 O.C.aTA4RaCt®POR .PLATS PU4CN BOTTOM W/ w 49/4N N 2 SAP FOR LA" TO PORT 4*AJS 20 MM 0 4r BLOCK aAra tV/4Yo LVL - 6e6 WOOD PORT ON PRO K COP®TO BO W42K40 PROPLIL4 aPAGG DOW14 Y! o L J QTT DeUL GNG DESIGN Inc. Sao PT JOIST•1N OiC 247 ONSET AVEME.ONSET VB].AGE OU 31 W 2aa PL1LaN MPl�OGR P.O.BOX t 200 CAM= ONSET MA 02532 10 UG WALL Lmosm ALL"INT BOTH mos 1 l4AtC TEL.508-295-2952 FAX 508-743-0903 info@gng-design.com i i 8OCCM PL DM PPAM'1� MOTI M WOOD cou6a4a SINCE Ba a1I6.,Olt BaTTiO[tnolloLAa PR SOLD a m c • TURNING MILL 2 aTaonRD V*CD ANOLB w Goea+ocTIOIL t1aG a/+DM CARRM4C I k— CONSULTANTS,INC BOLTS AND WAaii'Jta MB1 COMCC71H0 TMtOUOI LVL Bll�M _ IL aer.ClO PL OOR JOtaTa SINCE BG 4I acJ 400.16 O G u .eaa NOTI!D crrl. MSS navRn7®.iRiCR11� RLN COPTTTRlOU6 WICAGVCt POSaGIJ!/PRA.CTiCAI-PLLIaN PRAMC WITH etaR cmlarsornon tunaclRlR r,ovro ee�o,mm s S1'rom VM41MNGMM 4 All aGCQO PLOOR QTBUOR FCADGRB MALL BG 13M40 W/4/r PLYWOOD J h ., PLRi01 UL[S66 MOTI'JD�CRWRS •� a LVL MC4MRS TOOTED ON TIC PLAN SIM-L BG TJ POCPA LAM1 LVL WITH I all � 4� Fdr PM 2600 Pal AND MOM a 4VoO0oo Pal a TYPr-AL RM STOCK SKULL BBI 4 V4'MW TMIBtaTRND LaL AT TRMIJt COPORTa4a MOtG TIC QTGROR WALL ABOVE m P'LRA'_TO TIC RM STOCK abTl!R A 00,11S a 14p.41E 2D MaR•46•QiC. FLOOR JOIST TO TIC 4 4,10 TMBt8TRM0 Lal- wn 71 BNARl10 WALL 27I6•46'OC.M/DOI.aLG TOP AND at10LG BOTTOM PLATGa i 3t1a r AT oPmnm flat!NPLL I4BAD®tSc W 2K10 W/4/r COXPLIfCH 4L Oc=Mn PLA rWb 0 V.6 STUD GRAOG aPP BULT-W 4:01.324l _ , 44. ALL PRAT FLOOR QTMWR IC DE LOW aOW aIMLL BG 0}r40 W/2 LAY=& UG6a �( 4m PLYWOOD L NORM OTCRWia[S 1a ALL.PRAT PLooR R4TG IC RIOR AOMS BELOW ASHAIIL Q Mn W-2R40 W/ 4/r PLYWOOD PLSfCM ULMS HOTW OTHMMUS6 WALL USG vi"r 0 M-=40 W/2 LAYGRA Vr PLYWOOD U'2J3AS A RADW_RM JOIST.0 LATEM V4 X 4a-7/1 U_ --_ PLYWOOD.USG Wwr SYTO4 GUM.AND NaTALL 4 S OP 4 ROWS Or 40 RIgMNMK 44210.C.ALLOW MO CL.OaGR TIMTI two'ON OPr.aGTTNO PLra THIS or TMa s . NQ PAAT@1 TO TIC 41a6 6-Vh4f 7/6'CROaa R 47.THIS GOMMAL CONTRACTOR SHALL Bd POR TIC COORDRMTIOH Or PRAF040 WIN RGaPGCT TO THIS SECOND LOCATIONS NVA0 all"LY AM RGTM41%PLUM to 4 V-w,41 7ro JOIST PL ACCMO4T OR ICADISR Orr Ovl9lNos Aa RGcuR®TO 06TAN TIC LMITIM LAYOUT'TO Q PRO GD VD 6Y TIC 21K OWI I I f0 4 6/4•a 41 7/6LVL 4v FLOOR RAPTGRA Slwrn4 0 9a'OL: T e�G PRAMM WWW 2.6 mNo JotDT a'W OA- 141 4 VW a M 7ro RM PLWN NaOG JOIST wr TO am Tmm HANG TO WALL Lapsm m 4 V P a 41 7ro FRAMING P-1-t checked By, GG Scob: Date•. FEBRUARY 28,2006 - Sheet Number. s Second Floor Framing Plan/Wing Roof Plan SCALE:1/4a=r-o^ 1 THE LAVERTY RESIDENCE "raw NOW FWAM i"OMM 205 Little River Road Cotuit,MA 1 CA�r>®N00YI VALLEY leeeep BRYAL N JXV 42 OR WMM a►P. 02ti35 RWwm 2- ROOP RAPTCRB awLt sa-,r a Olt aa7': avr a 4N OiC. a®a=POR PRAMHa 2 x 40 MOIm OTIO[WIBa LOMa-aPN1 GOMI4OM RN'TQta TO!6 s A�M a oR aenae MlBMPR MOTt:Bc 8 T YPWAL.CBLM JOWS a ALL BE Ztb 02 OR 08TT'U't BPr.8 W QG LWLA 8 MOT®OT►OtWm Ar••'_ow •�� 4 COLLAR Too WMOIB ptecL w 8Y CC08 a1MLL BE 4to aPRum a ar CLC. ' ers.a reea.es a�eeree�M .Ts,r �GNf pew Ia r.r a. LVL l OEM"OM CM TM/LAM WWJ.m 8088 VCt8A'LM - ^�w•�+wnrr.=e wr� LVL WMM Pk.3,400 Pal NO NOB•7p00,000 Pal A BTAIOARD ATTIC 87ORA�IeADmta 81b11 W 2X6 W/Vr PLJY01 7r ,ew,n r 01C1•JT OVBt 81a DOOR L1'fYB�SMA'Dl8 W/VT PLJY04 ma eaal@I .a ww......r.� �eavrw r err � 7. ALL RAMILAS•CATHEDRAL CNLHa8 WnM LOW 017Y CBL$a JOWY8 •!' s s s per a1LARHa THOR PLATE MALaD COMEIOM CT MALLOjG PRAM®RAVE 4tp LVL VALLEY AM ROOF ZA L TO WALL 8t41P80N MS8 NIRRIG4a TM TV►. LNR A 88ARM REKaNALLOY:40/4%41-71W LVL RIM CC"TILCUa —— --—• 0JP RNReRB TO RDad W/891P8OM LJ/8210 MNm"NO LeTbbnx am-am Lw^*sm"no OVER TOP 8, A"ROMP RAMM TO)-AVE It.R=XNK 0.t8/ TIT.MD=E" M GNG DESIGN Inc. 247 ONSET AVENUE•ONSET VR1 AGE 11 V v I I I P.O.BOX 12 00 ONSET'MA 02332 I P TEL.508-295-2952 FAX 508-743-0903 info@gng-design.com TURNING NML CONSULTANTS,INC nnamP®,mca�s 41m CONBI8nCS1011 114N4G� fwru mw om. too: LM.eume®.e.o wL61 nna e.q M-an w FROM WALL IS WANDARD aeRaIl c 7Y%' T8O.HCReAaB UT A.CK MAH7AH ROOP _ czmm cwT aea ac PLOOR r.� 4M 46 040RO/ROMP 3a•IY GC:Ua8 LA LAaOM•WALL - �� . 4 � - o�ena Rn4a - - e•�ar r�nn - .. - - .ww.r agar r„ua�� waea� Sheol TNe: p1 y�,TI�R Iwaa.lY'Ir .aw ww ma rruw oeN,wra ROOFof YO Wl�t aaa Te r.wa rar T,► Ts Ho Wlalt Mo FRAMING ai aa.T Tat aLiea� � 1<q r 11e0Ya Y•I�f1R w0 as ILT TA.�arw �a 0000wl e aor �,aClawl •YwR rpI WIC TM.. wYR IK�tO hoJecT. rJQ f11►J v•1I/IwITY� L�o.�,er. JJ wrns ear as a,ar eus,n "3 ��w.i'w'i,� eeariewae. :�.,M� wne ene�e Check.a or. GG xob: �"' T�11 FEBRUARY 28,2006 Sheol Number. Roof Plan SCALE:1i4^=114" 1 J L THE LAVERTY RESIDENCE 205 Little RiveERoad Cotuil MA LEGEND: `35 9C-11 } NEW SURFACE COUNG MOUNTED LIGHT FIXTURE T TO POOL T,OTES. RGTAa NEW RECESSED COLWIC MOUNTED LIGHT FIXTURE .e..was e,•p .•.,.�...c..w W- O NEW RECESSED BUILT-IF CABINET LIGHT FIXTURE """"'�♦`.r•�"'a NEW SURFACE WALL MOUNTED LIGHT FIXTURE 0 (HOGHTs TO BE DETERMINED IN THE FIELD) Tew e...'.'..w.....e..n.a.ti 9W-O RW-OUT NEW RECESSED WALL MOM LIGHT FIXTURE $e NEW DIMMING WALL SMIRCH 6S-e' a ti t1K DE91Cdt k 3$' NEW DIMMING WALL SWITCH(THREE WAY) - 9 NEW DUPLEX WALL OUTLET SY v g14 A}�� lavblonc 9 WALL OUTLET SWITCHED Wp All NEW DUPLEX WATERPROOF EXTERIOR OUTLET SPECEL REOUWEMENT ® NEW DUPLEX FLOOR OUTLET RECESSED W/ FLUSH HARD WD COVER PLATE NEW CABLE TV JAG( DATA® NEW COMPUTER DATA JACK I `\ I PH® NEW PHONE JACK I v \\ 4 I \ F3� NEW HOLING MOUNTED EKHAUsf F _----------- ---- , \ I ` eat \ �X NEW CETUNC MDAMED llGllf TAN TO /'/��\ I 9 I ' a GNG DESIGN Inc. FIRST \� / / / �\ I ,Y,4 n 27 I 2 ,9 14 247 ONSET AVENUE.ONSET VDI-AGE FLOOR���',';' \`\ I o I ,7'0• I ONSET DMA 02532 $� SMOKE DETECTOR(HARDWIRED) TEL.508-295-2952 NEW WALL MOUNTED FLOOD LIGHT FAX 506-743-0903 NEW PENDANT CEDING W UNTIED FIXTURE I I info@gng-design-com I I I LJ' 0 NEW RECESSED CEILING� FAN FIXTURE 210' � �I WP 'I�IE o I m FOUNDATION PLAN 71d Ee 6'-9' S-10• a-s• aao• r-o• r-o• r-e• ----- ---- --- ------- — --- -— b aa Sheet Tile: LOWER LEVEL ELECTARNICAL PL b Drown TM as P CMckeE W. GC xele: Derv: FEBRUARY 29,2006 ♦ ♦ ♦ Sheol Nember: Lower L el Electrical Plan scALE:1/4n=1--o 1 L —� nor THE LAVERTY RESIDENCE 205 Little River Road Cotuit,MA 02635 NC>TE3: LEGEND: 8C-0 T NEW SURFACE CEILING MOUNTED LIGHT FIXTURE G'If .� RC-wD NEW RECESSED CORING MOUNTED lAiO FIXTURE Tw.sDC=1.c ® NEW RECESSED BUILT-IN CABINET LIGHT FIXTURE G116 l�E9Kioi'L Mc RB-w NEW SURFACE WALL MOUNTED LXdM FIGURE awy (HocKrs TO BE DETERMINED IN THE FIELD) M/P Rev6bXn: RW-*ZJ NEW RECESSED WALL MOUNT LIGHT FIXTURE *e NEW DIMMING WALL SWITCH O . S$e NEW DIMMING WALL SWITCH(THREE WAY) 0 NEW DUPLEX WALL OUTLET WALL OUTLET SWRCHED �64 APP. Wp RA NEW DUPLEX WATERPROOF EXTERIOR OUTLET O SPECEL REQUIREMENT ® NEW DUPLEXFLOOR E OUTLET RECESSED W/ R ' ❑ USH HARD W CD O PLATE Tv® NEW CABLE 1V BCK X -- --- __— GNG DESIGN Inc. DATA® NEW COMPUTER DATA JACK — 247 ONSET AVENUE,ONSET VBI.AGE pH(2 NEW PHONE JACK P.O.BOX 1 200 ONSET MA 02532 Epg NEW CEILING MOUNTED EXHAUST FAN O O O TEL.508-295-2952 CLpX NEW Co.-MOUNTED ucNr FAN F—Ju - FAX 508-743-0903 A wp info@gng-design.com O$ SMOKE DETECTOR(INROWIRED) V ® NEW WALL MOUNTED FLOOD LIGHT 1 I O Q O O �. 'Er�O�T J7r I I pC,N NEW PENDANT CERING MOUNTED LIGHT FIXTURE I 13 Im m O O. LP 0 NEW RECESSED CORING MOUNTED LIGHT FAN FWURE - O 4 4I O I c�1 O° O O II II LP a ee e II II II II O db II IF II I O I - Skeef TNb: he ° FIRST FLOOR ELE LTARIICAL project Dnnrn FM JJ Checked By, GG i Scale: Dale' FEBRUARY 28,2006 SNeM MM bE First Floor Electrical Plan SCALE:1/4X.=r-a" 1 L J THE LAVERTY RESIDENCE 205 Little River Road Cotuit,MA 02635 LEGEND: NEW SURFACE CEILING MOUNTED LIGHT FIXTURE MOTES: SGO� ^-.e..e.e,.c....,..�.w RC�� NEW RECESSED CEILING MOUNTED UCNT FIXTURE ,r. ® NEW RECESSED BUILT-IN CABINET LIGHT FIXTWE RIB-0 GI'16 G NEW SURFACE WALL MOUNTED I GKr FIXTURE o. (HEIGHTS TO BE DETERMINED IN THE FIELD) 8W-0 >.. .,. RW-*= NEW RECESSED WALL MOUNT LIGHT FIXTURE �n6 De81c+1 k o� $e NEW DIMMING WALL SWITCH DA.'Po NEW DIMMING WALL SWITCH M&M WAY) [evhb�a � HEW DUPLEX WALL OUTLET WALL OUTSET SWITCHED F�F19 I,Vp q NEW DUPLEX WATERPROOF EXTERIOR OUTLET Q 0 4t SPECEL REQUIREMENT O LP ® NEW DUPLEX BOOR OUTSET RECESSED W/ FLUSH WVED WD COVER PLATE TV® NEW CAM TV,NLK DATA® NEW COMPUTER DATA JACK pH® NEW PHONE JACK q . F-0 NEW CEILING MOUNTED EXHAUST FAN. A GNG DESIGN Inc. J7 247 ONSET AVRMJE,ONSETVR.LAGB CLP X NEW COU-MOUNTED LIGHT FAN . P.O.BOX 12 0 0 ONSET MA 02532 $Q SMOKE DETECTOR(HARDWIRED) ❑ TEL.508-295-2952 FAX 5 0 8-7 4 3-0 9 0 3 NEW WALL MOUNTED ROOD lX#R info@gng-design.coLn NEW PENDANT CEILING MOUNTED LXiIT FIXTURE TV LP 0 NEW RECESSED CEILING MOUNTED IX7D FAN FIXTURE PH —01 sneeL mle: SECOND FLOOR ELECTRICAL PLAN .neck Gown eY as Checked Dr.. GG Dow FEBRUARY 28,2006 Sheet Number. �J r Second Floor Electrical Plan scALE:1i4n=11-01, 1 L J ao � v ® l 4 u Olr _ .......... - 1 9 cl t rTr.,�A z:?•.`Y„� `z:� �''��Ga`%tnl!!;+,rr�� c3,��a� lz r i y, .... I ra 80, Ado r f�• I � /Coat,�. �•r�c"�, 4 ! �; �! VL-'sr trqf4t,� Moir - 4.d ++��rr•✓✓55 . - _:EXa�ije•y� I f�) '-':�?�>id•`-�!:?, (ss,tl,t�3 (?TG.a.�S � .. �r�•.�s..t�'ir>Y)�::f::'���'�"'.E'' �� �/ N, � \ V. r/ :�'Ji, .�%`�a�.,,��`T':ip���d�Y^'1�'::d�lx,a.++s,9•Y, .. .-,..1'.i'!n. <� f%,M,•N'f" TO eVf �G --•t� 1 .y F +: t,�t c.� ,c...y,..scji:S.;,�::'k�s xY4>0 ry? PdJ. ...�,i 3�."�i.•�� F L.,� L j 1 C•3: ✓l � s rr. .. � �• ,A P^^, � !y• 1 1 "i � rJ� 4.c` >,A�4'� - - �`.iL„$•' ':r`f'fo _ { C'`; � G.•_ �t � S [n- t`V P- r.. - i �Z-�.. a��'�A�,; /dGdY G!'C� �'!•)'�EJ.� �'7�.nn,n -ice »i I ,1 _ .I, 1.i p 1 i�I 1 i : h I 1 f I �` c�� .... i•rn aF^ �?. i�''::�,. .�' i - I �k� � �"t� ' I .�: r..i ..- '+U�• r Saq^. 'o f114 t'�.. ' � a Ia..l kt } f �N - ly p l ;7 :r_.•� �rtr.f 1, I �""_. n --- _ - -.—.__ ..._ _-.y_..."—'—,�:p L ..J ri'. ' b s Lt_ ,,.,a; .i. • a pp \--'�'.-� j f�' sue-' ,1 .. --- �_.�i•1.�Jl !t r � T/-'atLL,^rq�.i till" i I ' `' ' G' - ' n"S ��FP....'i�?sa:••^'� �� H I!J -.'hf)1J13 taY� a 1 11 t ` � 1 �•.t�;.:N•,�F'� ( k' Ada{iG�a�r �tG`' ��'aY �"I ><"�::'�• i:'•A��'`'�'["� ?�"*r�j�{"�'k"�',9y �. �nt I 1 i y'��4��•IF•]i;� 1 11C"a.:ct.,�' ,• I!t � S u Y wit :.. _-....-. � , - _ .. .. �.��{'r�' � Y k ,�"�',,. '.:..�r ��.. l.�Ea,a•F.'-,:�Ps�.-.aavQfi�1-.,. SCALE: I� Ir APPROVED BY: DAT ..L�r f6.�^a LY ..«...:,.•»:...:...- E: IC REVSED �-5-ID.. ER DRAWING NUMB .. ,lr+yil_i 1r ;/ iY-�"r ,t �T4 i ��• 1\. .+' s�� a 1, n) r+` �t t 1 1 r s� S { 4 r UE s y �R' IYAt EXISTING 5 BEDROOM SOIL ABSORPTION SYSTEM A.M. 54 PAR. 2--5 EXISTING D-BOX W.F.#4 N89423'54"E . 39000 T z / o o — — -- S.A.S.VENT CA cCA — -- �— r _ • / — o � c,+ — --- -- ,..�� EXISTING 2000 LL z '♦f M — M GAL. SEPTIC TANK 00 / W .#5 O a •--' pw co (CONTRATOR TO [.� r W.F. 9 / w j �p� N VERIFY LOCATION # c� f �[ W.F.#6 AND INVERT v ELEVATION} (3 100, W.F.#1 C7 W.F.-#g. W.F,#7 too,/00. 114V.- 6.0 WV PROPOSED 4" f PVC PIPE TO CJ w "W Z)y200, OPOSE 3 00 t TANK �. W 11 ' 'o �, 1 BEDRO M .F, DC� # DWELL NG j Of R q ('VV t , T.O.F.=39.5' • v >� LJ 0 83.$7` PROPOSED. ...J r�� A.M. 54 rli 1-1/2"WATER �--- W.r.#12 ' G� PAR. 2--4 j OCj '�-�,..- , SERVICE --� OX, IAREA=1.36 ACRES dWELLING casLINE W.F.#13 - ...... 38.4 GENERAL (VOTES W.F.#13(2) r CB/DH N8412;;♦ ALL SYSTEM COMPONENTS AND CONSTRUCTION � "" --•..,...,,,,w 3.�"�yy �� 1. UNLESS OTHERWISE NOTED,CB/DH METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE PROPOSED 16'X 36' "� 181.72 ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. INGROUND SWIMMING P? POOL N 2.ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH 4,- W.F.#1 ' N AND THE DESIGN ENGINEER. • EXI:=TING GARAGE 3.4"SCIHEDULE 40 PVC PIPE WITH.WATER.TIGHT JOINTS SHALL BE USED IN WITH 2 BEDROOM DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. DWELLING 4. ELEVATEONS BASED ON APPROXIMATE USGS DATUM.OBTAINED FROM.TOWN OF HAYB-�,E.l SILTFENCE/ 13ARNSTABLE G.I.S. DATABASE. KLIMITLINE- PAR. 2--1 5. CONI*CTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION c� BENCHMARK: TOP OF THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE A.M. 54 GAS VALVE EL.=43.3' AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY c1q PAR. 5 (G,I.S.t) DISCREPANCIES TO THE DESIGN ENGINEER. 6.ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE MADE WATERTIGHT. 7. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED RIGHTS OR ZONING REGULATIONS. OWNERIAPPLICANT IS TO OBTAIN SUCH NOTE: There shall be no disturbance of the site including DETERMINATION FROM APPROPRIATE AUTHORITY. r cutting of vegetation beyond the work limit (per order of the 8. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES Conservation Commission). This condition shall continue FOUND IIN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF Over time after conStrU(Iion. WORK !, NOTE:BASE PLAN AND WETLAND FLAG tOCA710N1NFOR111fA11ON TAKEN FROM 9.ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.kv PLAN ENTITLED PROPOSED SITE PLAN OF LAND IN COTUIT, MA, LOTS 3&4 ON00 10. PROPERTY LINE AND TOPOGRAPHIC SURVEY BASED ON tNSTFZUMENT SURVEY AUGUSTT 10, 1998. L.C.P. 1 PREPARED BY PAUL E.SWEETSER, P.L.S. SOUTH HARWICH, MA, _ �, BY MACDOUGALL SURVEYING AND ASSOCIATES. 1 A!'RIL 12, 2006 ELP ELP ConCom NOTE FOR NO DISTURBANCE OF WORK LIMIT REV. DATE BY APP`D. DESCRIPTION PROPOSED 3 BEDROOM DWELLING S77-1 6 PAR.R. 4 AND POOL PREPARED FOR: "'-...�,. JOHN LAVERTY 218.()o LOCATED AT �-- 205 LITTLE DIVER ROAD COTUIT, MA 02635 Dram sr. JDF ITE PLARESERVED FCR BOARD OF HEALTH USE SN �QLA"of MgSS Designed 8y: EP SCALE: T'=30' o`' EDWARb L.9�ti 11; p Checked By: EP PESCE m3211 � CIVIL ti � 7a J08 No.: *"* t1 15 !tE? No.32001 f t?0 F r oc Q� 8p 7 :+ Date: MAR.7,2006 SCALE: 1 INCH = 30 FT. s� LL ® P LYM O UT H,�MA 02360 SCALE IN FEET O /i�n 7ljl°' epesce@adelphla.net Rhone:508-743-9206 Sheet �(j (�,[, cell:508-333-7630 FAX:508-743-021i i I kl 3 TOP OF FOUNDATION � _ 26 ELEV. 14 �2_ COVERS CONCRETE 4 _ 40 PVC PIPE ro �CH rg PER � � 4- CAST F701\I PIPE MAX. �✓r�.,,w 4r 3 w�ac' t2• 3a y3 y�nrf caT. ISIAH(OR EQUAL) rn 'eh PITCH V4"�PER FT COVER q ,o,, .varies 2" OF t/$` TO VT � ELEV.—PEASTONE (WASHED) FL ----- --k '-__ 1, 2• _ ..�+ _ a t�?u S S "P'IvE GT - ELEV. = yU _ r �" � --------�_ ...� .�'INc� ✓trNT' r 5 Ll_ 2'0" 4" da SCH 40 PVC I�f. Pity LO',ATION MAP 14" ELEV. - � =� ELEV. = _ _/. -- — ELEV. . _ LEVEL ELEV. - r "---GAS GAS BAFFLE ELEV=-��-�— f 3 L FACHM TRENCH 213 --► r.3 L 6ni�rN �t j r 0`Y . DISTRIBUTION , _ ✓�_ SOIL. TEST BOX 7 6, Z- EFFECTIVE LENGTH . ZONE DATE OF SOIL TEST .wLY 21, 9% _ __._ FE , , 8-RN,ARD YOUNG TO BE WATER TESTEDE7� I___ WITNNESSED B', _S.IE.Rk��_�s _____ SOS._ r._l.A,_�)ATOR c ` AD, _1��T_I___ PERCOLATION RATE _{? z- EFFECTIVE WIDTH � Z a'"D GALLON 3/4- TO 1-t/2" --' } OBSERVAT ON HOLE 1 6" STONE ON NATIVE GRO` (�? CRUSHED STONE (WASHED) __ t ELEV.=_,1? DEPTH HORIZ TEXT COLOR MOTTLING SEPTIC TANK MECHANICALLY COMPACTED BASE'.- BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TAB±- ELEV. -�------- SEo�'AGE DISPOSAL SYSTEM PROFILE �-9 E MEN sANL� ttiY� 6/7 NOT TO SCALE 9- , A. LOAMY , tOYR 4/6 y Iv�.E.D SAtv'U I 15-26 Bw I�LOAMY ioYR 5/9 DESIGN CALCULATIONS I E1) SANS NI CER OF BEDROOMS 5 26-126 C MED-FINE { w R 6/9 SAND GARBAGE- DISPOSAL UNIT TOTAL ESTMATED FLOW (11�?GAL./BR./DAY X _ BR.) i _ GAL./DAY A b WATER A T i ZG El = �' REQUIRED SEPTIC TAW CAPACITY //�>55� ZG 5�% GAL. ACTUAL SIZE OF SEPTIC TANK /3 3 3;,Gd 9 Z�%GAL LEACHING AREA REQUIREMENTS /so�� h Aso���=a,��r� = OBSERVATION HOLE 2 SIDEWALL AREA S��yGAL./S.F. rr z �y EL.EV.=l`L_ DEPTH HORIZ TEXT COLOR MOTTLING I B0T f CM AREA — LEACHING CAPACITY (BOTTOM ; SIDEWALL) ��"�. 1' �i�' o-4 ; O - 3x (G2+2f2+Z',� GxZkZ� - //39 F~7- RESERVE LEACHN�IG CAPACITY //3� :� 4-tI E MED SAND 1CIY�2 6/2 S/1MG ` Tl-t6 A LOAMY O SAItiT?� 10YR 5-4 i ! C-2 � LOAMY ?oYR S-8 � I APPROVED- BOARD OF HEALTH 1 8 1 O ECG. } ,McD sari r 26-132 ! I MED� 10YR 6-8 1 SAND DATE AGENT- 1 C�' NO WATER AT 0-132" �` Z3 -3 FLAG #3 r 41 . 1 2t ti 0 e 4711, m4 19 , 7 It 20 , 01 N, _ -_ - -- - -- Y ' s,✓,. a/ TI�I!�'q 1 f � J f I �} } ti 1"� frl [G the '' / , ! U r •. r Tr' ��;�.� :u It a"r � ' �N FLAG 0 o / / �' / , �, / f .• ;'� �: 47 . 6 co fy) moo' / ��� SLAG � � �_. ,f / / , �, jj / �ti �Q � �V . ,� ���' � � � � �v,� N I � FLAG #i Y - �., 'mac f ,� � v C LAfa '— rt i '• / .. , 1 ) 3 \ __ FLAG\#1 3 t 2 � \ N'47 � - 3 2 3 ,-- : 151 7 I FLAG A 4 1 ! p 1 �-- � f -- I CD p FLAG 5 ' 4 �, p l { � , 0 1 1 o p , I 31 1 FLAG #I 6 71 , 3 ✓ / 1 ,� +e.rr• FLAG � / ,.. } 32 , 4 J NOTES: IZ t t ALL WOI�I�MANSHP ANC, +�ATE?iALS �arilt,...i ,,C?I�f�ORM T.� D.EP. FL 46 0 8 1/ / / / ! TITLE 5 AND THE TOWN O BA.RNSTABt E RLlES AND RE�i_ATIONS FOR THi� SJ .�+ ACE DifiPOSAL OF SEWAGE. I m. 2. EXISTING, ANE) F'9NAu_ GRADES SHALL REa�AII'N ESSENTIALLY THE SA%t. 3. .ALL COMPONENTS OF THE. SANTARY SYSTEM SHALL BE CAPABLE OF WITHSTANDIN r' C; F'_tU LOADI�r+7 UNLESS THEY ARE UNDER OR i�ITt-i� * FT. OF DRI`rES OR PARKM AREAS, H-20 LOADING SHALL.. BE USED 0\VF_R �,;�±: WI *0 ,:T. OF DRIVES OR PAR+ AREAS. I "-.3A 9 4, ANY MA,SONAI�Y UNITS USEi? TO BRING CODERS TO GRADL' St-lAL_i.. BE MOR T ;RED IN I�ACE. 5. NO DETERMINATION HAS SEEN MADE AS TO COMPLIANCE WITH DEED RESTR;CTM OR �'ONNG �. E;. EXCAVATE A,'Z REPLACE JIII iTABLE MATERIAL. FOR 5' AROt� �---� I 1 LEACHING SYSTEM AIZ BACKFI—L WITH CLEAN SANS?. ' `)�7 7, PHASE CONSTRUCTION - GARAGE;'Gi.1EST '131JARTE:RS FIRST 1 MAIN HOUSE SECOND \ 1 ZBA RELIEF' OR REMO\ E GARAGE KITCHEN PRIOR TO PHASE I1 COMPLETION _ -- ' 38 _ t ASSESSORS � E2-1 LGEND PROPOSE SITE PLAN OF LAND IN COTJiT 'BARNS i �;BLE I fi - �vG ®T ELEVATION T70N C TTS _ .,. , . a ....x . . . . .,.., = SAS A E-X��T SPOT V " S USE AfA r EXISTING CONTOUR _._--00 ._� -_ LOTS 3 � 4 ON L C.P. 17287G �a'1° I•A(i► ¢ ��t�+�` FRS F DIAL SPOT ELEVATION 1 I�:OG I t. z 10.19 � E. p ' BEu�ur r, AS PREPARED FOR I SCALE DATE ?�UG. 9 y FINAL CONTOUR I-A Y� �r v j SOS. TEST LOCAT A ` _ DAVID KE LLEY _ I 1"=2�' REV. +N. I3, li'g 9 No.3i^ }- J� UTILITY Y POLE _ F 38 . 8 �s ' ,� ' � '� T t>'WN WA f'EP ___ ,,�—,,,�_ .� PAUL F SWEETSEI°�..PROFESS!O1�AL LA" D SURVEYOR I ' `` CATCH BASIN /9 ` 260 CHATHAM ROAD - SOUTH HARWIC`�.MA, 02661 (W8)432-8539 T:V 1 FLIP NO. SHEET OF 1582-SI i 1