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HomeMy WebLinkAbout0141 BOG ROAD - Health C Commonwealth of Massachusetts DyS=Df (O'003 r� Title 5 Official Inspection Form 'j, i t Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 141 Bog Rd ? Property Address t Mike Rolfe ` Owner Owner's Name / r information is requ red for every Marstons Mills �/ MA 02648 12-18-19 pa9E. City/Town State Zip Code Date of Inspection i 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. A. Inspector Information LL 2 Shawn Mcelroy Name of Inspector Upper Cape Septic Services Company Name P.O. Box 73 Company Address E. Falmouth MA 02536 City/Town State Zip Code 1-508-495-0905 S13971 Telephone Number License Number B. Certification I certify that:l am a DEP approved system inspector in full compliance with Section 15.340 of Title 5 (310 CMR 15.000);I have personally inspected the sewage disposal system at theproperty address listed above;the information reported below is true, accurate and complete as of the time of my inspection; and the inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems.After conducting this inspection I have determined that the system: 1. ® Passes 2. ❑ Conditionally Passes 3. ❑ Needs Further Evaluation by the Local Approving Authority 4. ❑ Fails 12-18-19 spector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP)within 30 days of completing this inspection. If the system 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 form should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Please note: 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. t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 18 1 s Commoninrealth of,Massachusetts 7 ,w Title 5 Official Inspection Form hl Subsurface Sewage Disposal System Form -Not for Voluntary Assessments r a 141 Bog Rd Property Address Mike Rolfe Owner Owner's Name information is required for every Marstons Mills MA 02648 12-18-19 page. City/Town State Zip Code Date of Inspection C. Inspection Summary Inspection Summary: Complete 1, 2, 3, or 5 and all of 4 and 6. 1) :System Passes:- ® 1 have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: System is in good working order with no sign of failure. 2) System Conditionally Passes: ❑ One or more system components as described in the "Co nditionalPass" 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): t5insp.doc-rev.7/2 612 01 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 18 i Commonwealth of Massachusetts r� Title 5 Official Inspection Form ! "Cl i Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 141 Bog Rd J Property Address ;4 Mike Rolfe Owner Owner's Name information is required for every Marstons Mills MA 02648 12-18-19 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) 2) System Conditionally Passes (cont.): ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. ❑ 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 El ❑ ND (Explain below): ❑ obstruction is removed ❑ Y El ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑Y El ❑ ND (Explain below): ❑ obstruction is removed ❑Y ON ❑ ND (Explain below): 3) 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. . a. 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: t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 3 of 18 Commonwealth of Massachusetts ' P Title 5 Official Inspection Form C�'i Subsurface Sewage Disposal System Form -Not for Voluntary Assessments r a 141 Bog Rd Property Address Mike Rolfe Owner Owner's Name information is required for every Marstons Mills MA 02648 12-18-19 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) ❑ 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 b. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. []The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: ** This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. c. Other: 4) 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 pondingi of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 18 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments r a 141 Bog Rd Property Address Mike Rolfe Owner Owner's Name information is required for every Marstons Mills MA 02648 12-18-19 ipage City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) 4) System Failure Criteria Applicable to All Systems: (cont.) Yes No ❑ ® 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 ❑ ® 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 water supply 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 2000 gpd- 10,000 gpd. ❑ ® 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. 5) 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 CA. 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 15insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 18 Commonwealth of Massachusetts r� Title 5 Official Inspection Form C�'i Subsurface Sewage Disposal System Form -Not for Voluntary Assessments .�._� 141 Bog Rd Property Address Mike Rolfe Owner Owner's Name information is required for every Marstons Mills MA 02648 12-18-19 page, City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) If you have answered "yes"to any question in Section C.5 the system is considered a significant threat, or answered "yes"to any question in Section CA above the large system has failed. The owner or operator of any large system considered a significant threat under Section C.5 or failed under Section CA shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 6. You must indicate "yes" or"no"for each of the following for all inspections: 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? ® ❑ Wasthe 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)] t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 18 Commonwealth of Massachusetts 3, Title 5 Official Inspection Form it Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 141 Bog Rd Property Address Mike Rolfe Owner Owner's Name information is required for every Marstons Mills MA 02648 12-18-19 page. City/Town State Zip Code Date of Inspection D. System Information 1. Residential Flow Conditions: Number of bedrooms (design): 3 Number of bedrooms (actual): 3 DESIGN flowbased on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 Description: Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Does residence have a water treatment unit? ❑ Yes ® No If yes, discharges to: Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available (last 2 years usage (gpd)): Detail: Sum pump? p p p El Yes ® No Last date of occupancy: 11-2019 Date t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 18 Commonwealth of Massachusetts r� Title 5 Official Inspection Form �i � wa <°�1 i Subsurface Sewage Disposal System Form -Not for Voluntary Assessments rrI 141 Bog Rd Property Address Mike Rolfe Owner Owner's Name information is required for every Marstons Mills MA 02648 12-18-19 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 2. 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 Water treatment unit present? ❑ Yes ❑ No If yes, discharges to: Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe below): 3. Pumping Records: Source of information: N/A Was system pumped as part of the'inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: t5insp.doc•rev.7/2 612 01 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 18 Commonwealth of Massachusetts ,w Title 5 Official Inspection Form ? ICI Subsurface Sewage Disposal System Form -Not for Voluntary Assessments r ,.T,<,•;y I 141 Bog Rd Property Address Mike Rolfe Owner Owner's Name information is Marstons Mills MA 02648 12-18-19 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 4. Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract (to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): Approximate age of all components, date installed (if known) and source of information: 2003 Were sewage odors detected when arriving at the site? ❑ Yes ® No 5. Building Sewer(locate on site plan): Depth below grade: 12 11 feet Material of construction: ❑ cast iron ® 40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Good condition. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 18 Commonwealth of Massachusetts ' Title 5 Official Inspection Form �l Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 141 Bog Rd Property Address Mike Rolfe Owner Owner's Name information is required for every Marstons Mills MA 02648 12-18-19 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 6. Septic Tank (locate on site plan): 611 Depth below grade: 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: 1 500 gal Sludge depth: 12" Distance from top of sludge to bottom of outlet tee or baffle 26" Scum thickness 1" Distance from top of scum to top of outlet tee or baffle 6" Distance from bottom of scum to bottom of outlet tee or baffle 15" How were dimensions determined? Tape Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tank is in good condition with baffles installed and no sign of leakage. t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form 'l Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 141 Bog Rd Property Address Mike Rolfe Owner Owner's Name information is required for every Marstons Mills MA 02648 12-18-19 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 7. 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 Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 8. 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 t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form 6,i Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 141 Bog Rd Property Address Mike Rolfe Owner Owner's Name information is Marstons Mills MA 02648 12-18-19 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 8. Tight or Holding Tank (cont.) 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 9. Distribution Box (if present must be opened)(locate on site plan): Depth of liquid level above outlet invert 0 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.): Good condition with water at working level and no sign of back-up from field. t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 18 I i Commonwealth of Massachusetts Title 5 Official Inspection Form i Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 141 Bog Rd Property Address Mike Rolfe Owner Owner's Name information is required for every Marstons Mills MA 02648 12-18-19 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 10. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): * If pumps or alarms are not in working order, system is a conditional pass. 11. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type: ❑ leaching pits number: ® leaching chambers number: 15 Cultec panels 20 x24 ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: t5insp.coc-rev.7/2 612 01 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form 'l Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 141 Bog Rd Property Address Mike Rolfe Owner Owner's Name information is required for every Marstons Mills MA 02648 12-18-19 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 11. Soil Absorption System (SAS) (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Leach field in good working order and empty at inspection with no sign of back-up. 12. 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 Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): I t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 18 . Commonwealth of Massachusetts ;w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 141 Bog Rd Property Address Mike Rolfe Owner Owner's Name information is required for every Marstons Mills MA 02648 12-18-19 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 13. 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.): t5insp.aoc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 18 Commonwealth of Massachusetts r' Title 5 Official Inspection Form 0 rA Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 141 Bog Rd Property Address Mike Rolfe Owner Owner's Name information is required for every Marstons Mills MA 02648 12-18-19 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 14. Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately 7. i E 363.9 t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form } GM Subsurface Sewage Disposal System Form -:Not for Voluntary Assessments 141 Bog Rd Property Address Mike Rolfe Owner Owner's Name information is Marstons Mills MA 02648 12-18-19 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 15. Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 10, feet Please indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record If checked, date of design plan reviewed: Date ® Observed site (abutting property/observation hole within 150 feet of SAS) ® Checked with local Board of Health - explain: ® Checked with local excavators, installers- (attach documentation) ❑ Accessed USGS database - explain: You must describe how you established the high ground water elevation: Original design plans show grounwater at greater than 10'. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5insp.00c-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 18 1 Commonwealth of Massachusetts Ell Title 5 Official Inspection Form ! p. Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 141 Bog Rd Property Address Mike Rolfe Owner Owner's Name information is required for every Marstons Mills MA 02648 12-18-19 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist Complete all applicable sections of this form inclusive of: ® A. Inspector Information: Complete all fields in this section. ® B. Certification. Signed & Dated and 1, 2, 3, or 4 checked ® C. Inspection Summary: 1, 2, 3, or 5 completed as appropriate 4 (Failure Criteria) and 6 (Checklist) completed ® D. System Information: For 8: Tight/Holding Tank—Pumping contract attached For 14: Sketch of Sewage Disposal System drawn on pg. 16 or attached For 15: Explanation of estimated depth to high groundwater included t5insp.doc-rev.W2612018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 18 of 18 i- TOWN-OF B, STABLE. ZA� '�ON SEWE4GL�lp 4 Al j Gl s p�SSESaOR's'MAp c'LCyr l�sTi UIO- Lfs p IoiaE i�o. PTLC Ti�OAPACI'I'X /��f a Li &CkaNG o.A.C1Ii Try. .6ypa) ".". y BiER AE dYv�xsalr� ..., S�utat�oa R�isttu�a 8stvieen�tilt., :. Maxiunuc"Acijustetl;GrauracSwAtieftietothe,Bottom�f ,nchin� %aiiility Pliv Be UVAt:r Su ijr�Tle�i mitt i, hin$1?ac�liry :��3+�relts exist ctt situ or within M gent uR loa n► fztGiUt}'} Ease UglNet�and and Leacdttna paclity ttk any w�ttands exist aiitlun 4t1 feet pf ieuLq fQciiiey) Bee rnl3bed Gy A Ff a 11 p O �a 3 � C)4 -/- )3 4 /3`8H -3 - 3oy- /3;3 - as6 oq 5- o l 6- 003 r W 1003_�t{�' Fee_--_--L- --------- No.—__________ �1 BOARD OF HEALTH 1l TOWN OF BARNSTABLE p rication for e[[- Con5tructionpefmit plication is here ade for a permit to Construct ( � Alter ( ), or Repair ( )an individual Well at: ipjoeb m t6-0072 Location — Address Assessors Map and Parcel Xe /�/_A4 f ��a. -- — LoT �� '006 ,rj_ fit ni St.—S /M -- O ner Address -- �cG•_,s.c1�i.,�_� i �l -- �'b__ fix_ 6® ��wd1,�,,� eta 0aC Installer — Driller Address Type of Building Dwelling — f Other - Type of Building-------------- No. of Persons--------- ------ ype of Well ------------- Purpose -- of Well--poeST�� Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certifica a .of Compliance has been issued by the Board of Health. Signed J�--------- ---- _ dat i Application Approved By -----——— Ia � �3 date Application Disapproved for the following reasons: ------- --- --- ------ — date nJ?.fJO _ Issued Permit No. — - --- -- date BOARD OF HEALTH TOWN OF BARNSTABLE . C ertif tcate ®f COMPhance HIS IS TO CERTIFY, Th t the Individual Well Constructed ( r-j; Altered ( ), or Repaired ( ) ------------------------------------------ ---------- ---- nstaller T I/ 4.G me is _s tit Q - --------- - -- --- ------at-----�°----- -- -- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well P of tion o Regulation as described in the application for Well Construction Permit No. -`/Dated—�- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE-------- --- --— - -- Inspector--------------------------- - ------—-- '� }f \ 1 r �I s�F No. 1N2003-_D`I _ Fee---- ----- �� BOARD OF HEALTH , . � • TOWN OF BARNSTABLE Application Ar Ivell ocongtruct ion permit 6eplication is hereby made for a permit to•Construct ( � Alter ( ), or` Repair ( )an individual Well at: ! �oT //. M5-OtCo DUB -;4 --- ---------------------- ---- -- Assessors Ma Location — Address P and Parcel Owner Address nn n / -, n Installer.— Driller Address j Type of Building Dwelling ��°LAB Other - Type of Building -- No. of Persons------------------- - Type of Well y ---- Capacity---- -- - -------- Purpose of Well--j00'L—rsT;C a✓C'tr/—__-- -- f Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Healt Private Well Protection Regulation - The undersigned further agrees not to i place the well in operation until�a !ertifi a e�.of Compliance has been issued by the Board of Health. Signed aac 61,o3 Application Approved By --- ----- dace Application Disapproved for the following reasons:--------- --- —- - -- -- date ZUO3-_�_ Permit No. — Issued------- - date - - ' BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of COMPhante THIS IS TO CERTIFY, That the Individual Well Constructed ( sot Altered ( ), or Repaired ( ) ° by /J SCo.�.�& k Installer at ff r 4 !/ ( / has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well P otection �J2v_o3-off Regulation as described in the application for Well Construction Permit No. ated --- i THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. i tDATE- --------------- —-- Inspector-------------------------------- ----------- I BOARD OF HEALTH t TOWN OF BARNSTABLE E Vell Construct ion permit No. -" ?003 Fee- i Permission is hereby granted r` to Construct (0"'), Alter ( ), or Repair ( ) an Individual Well at: Street as shown on the application ?for a Well Construction Permit No.-- 2 3- % 9 Dated------ ------------------_ S r7 Board of Health DATE— rl !� 3 -- 1 `flq l TOWN OF BARNSTABLE LOCATION SEWAGE # 3 O 0 q C16 vo 3 `U,C ASSESSOR'S MAP & LOT 'VILLAGEPYl aa.���+S w�o INSTALLER'S NAME&PHONE NO. I>NoJ T CS08) --If3L —SS6S SEPTIC TANK CAPACITY IS00 g s�� �ti►I� _ LEACHING FACILITY: (type)C u 1 let, rr OJ-1" a (size) `ZO W Y 'X," I_ NO. OF BEDROOMS BUELDER OR OWNER PERMIT DATE:,9—30 --,Z 00 3 COMPLIANCE DATE: i — 2 — Z OO LA Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S Feet Private Water Supply Well and Leaching.Facility (If any wells exist on site or within 200 feet of leaching facility) 3l0o Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) t t S Feet Furnished by ��� fkotot oc Rovve 3 D L � G 2,3�(o�r ➢ I 4 —1) /5 !� 3 Z A- l et" 1 /3'b - / D3 CM-e-c. CaO No. ' � yy Jo �JN Fee v� 4 9 TgHE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes • ` PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS I � Rpprccation for Mioogar *raem Construction Permit Application for a Permi to` . sttuct(t; Rep ''air(—)=Upgrade( )Abandon( ) Ci�'1 omplete System El Individual Components my Location Address or Lot . // _8 d q km J Owner's Name,Address and Tel.No. Ass`essoi'sR-ap/Pd ws- arcel Installers Name,Address,and Tel.No. Designer's Name, ddress and Tel.No sad �� 7�✓� 9 oot�( ►Q /6-yS �AEIt O-tocff4 A - Svirvr y e Type of Building: Dwelling No.of Bedrooms -3 Lot Size O_Y-93 sq. ft. Garbage Grinder(Ale) Other Type of Building Jef kde.+P_-&_ No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow �3.s.S> Z_ gallons. Plan Date 0!)- 0.3 -• 0.3 Number of sheets Revision Date Title Size of Septic Tank /.T-e b F-W Type of S.A.S. /-r C y L-riEe - Description of Soil 0 `- /q4&fte Sd,.&14 _9�=I ; 1 d9w4 e( .5�4 40 Nature of Repairs or Alterations(Answer when applicable) IA30- l lAaJ s e. u o-O "TZ41u- 3L 5jE:�aLSVS7a. �r-06 r5Z . D7s-" Aar(. /r C krenC Ebtd a o4,42 AA,11"S- Date last inspected: Agreement: The undersigned agrees to ensure the construction and mD the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmennot to lace stem in operation until a Certifi- cate of Compliance has been issu d by this Board f Heal lb. Sign Date Application Approved by Date o Application Disapproved for the following reasons Permit No. G I Date Issued �f .I - h - No 1 2t- i1t� ? •'4�s.! Fee Entered in computer: �h THE COMMONWEALTH OF MASSACHUSETTS Yes PUBLIC HEALT DIVISION TOWN,OF BARNSTABLES MASSACHUSETTS 1 2pplicatubn f r, i,5 of Niipgtem Construction sermit Application for a Permit to nstruct(Repair( )Upgrade(- )Abandon( ) �pletSystem ❑Individual Components ` Location Address or Lot o. U d p Owner's Name,Address and Tel.No. # 1 VA k STo K S, - l+i► Lt G- L.AAkY V_A c G1t►9tH T 1 Assessor's Map[parcel t rr _5-o Y,4X1,4CO-t( Installers Name,Address,and Tel.No. Designer's Name,Address and Tel.No. SQ3' r/�S= ?3.5" uu.til, R/C Tape of Building: �SSP � r"Vo' .-_r-vt Dwelling No.of Bedrooms Lot Size `I o.s93 sq.ft. Garbage Grinder(IJO) Other Type of Building ✓ce9A.,tcr, No. of Persons P`Showers( ) Cafeteria( ) Other Fixtures' Design`,Flow b gallons per day. Calculated daily flow 3 s. 2_` gallons. Plan Date o9— e3 03 Number of sheets Revision Date k Title Size�of-Septic Tank /_50f) c��-r __ TypeofS.A.S. !-r rol-Fr^ Fic14 6�iA tir;Q Description{of Soil ` /� �cA�v 5�1 ✓✓1 /i �,%a"�v .Sd �i4 - Nature of Repairs or Alterations(Answer when applicable) j c, i Lf Aos e- 1t-J c-_J :T*:t:I r. -tl 5 ;c 5-V M /-5-oc Gsr A/sr 9CY , /a57 CdT- c F4---ru9 Date last inspected: t Agreement: c 1 The undersigned agrees to ensure the construction and maintgaawce of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the EnvironmentalCode an not to lace the-system in operation until a Certifi- cate of Compliance has been issued by this Board of Heal h. A n� Sign -�- Date - Z— Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued 4 _ _. - - - - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (tertificate of (Compliance THIS IS TO CERTIFY that the On-site�Sewage D osal System Co structed( Repaired ( }Upgraded( ) Abandoned( )by h at 1-0-T // o G l�c 4d has been constructe4 in taccordance with the provisions of Title 5 and the for Disposal System Construction Permit Noloo 3 4 q to dated 10 11103 ' Installer E•C-k Designer W tFU EA J The issuance of tNs pefmit stall not be construed as a guarantee that t-et�syste tr willkfunccttt�on as designed. Date ✓ � `f Inspector �-�eti f No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Migool *pztem Con!5truction Permit Permission is hereby granted to Construct(t,/jRepair� )Upgrade( )Abandon( ) System located at boo- // AaG to 4A 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: Constructi n ust be completed within three years of the da a of this I . Date: D O Approved by r TOWN OF BARNSTABLE `- LOCATION SEWAGE #. �3OqS �(00 VILLAGE Pl►AA-Ski-ril ran,(.lei ASSESSOR'S MAP& LOT 0I1 o03 INSTALLER'S NAME&PHONE NO. 1)No%J Al CS'®e) -4'3Z —SS'45' SEPTIC TANK CAPAC= I5-00 At. A-0--.►L ` LEACHING FACILITY:'(type) a (size) 26 W X I-LA L_ NO.OF BEDROOMS BUILDER OR OWNER Lrta rw Mc,&A-A-t-k PERMFFDATE: Id-30 -.8-700-5 COMPLIANCE DATE: t 2 - i&04 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S + Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) 3('C ' Feet .Edge of Wetland and Leaching Facility(If any,wetlands exist within 300 feet of leaching facility) 1 t S' Feet Furnished by ^ ii faato t o C- A C- D 14 G 2.3J6�� �4 -D 15 ' ( 0 z 61` 6" Z Pr -C 36 -c 131B j7j Z ISoc C,Q,1 i-or , k IS CLAI-cc Cl-f'0 &#-'iiefw oL.S . I - n ENVIROTECHLABORATORMS,INC. t [ MA CERT.NO.:M-MA 063 8 Jan Sebastian Dr-Unit#12 Sandwich, MA 02963 908(888-6460) 1-800 339-6460 FAX(508)888-6446 CLIENT: Larry McGrath LOCATION: 151 Bog Road ADDRESS: Marstons Mills, MA COLLECTED BY. DA Scannell SAMPLE DATE: 10/6/2003 SAMPLE TIME: NA WATER SAMPLE TYPE: New Well DATE RECEIVED: 10/6/2003 LAB I.D. #: 0310092 WELL SPECS.: NA RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Date Analyzed Limits Coliform bacteria /100ml 0 0 9222 B 10/6/2003 pH pH units 6.5-8.5 6.38 4500 H+ 10/6/2003 Conductance umhos/cm 500 103 120.1 10/6/2003 Nitrate-N mg/L 10.0 1.60 300.0 10/6/2003 Nitrite-N mg/L 1.00 < 0.004 300.0 10/6/2003 Sodium mg/L 20.0 11.8 200.7 10/6/2003 Iron mg/L 0.3 < 0.1 200.7 10/6/2003 Manganese mg/L 0.05 < 0.008 200.7 10/6/2003 Volatile Organics See Report Chloroform ug/L 80 1 EPA 524.2 10/7/03 COMMENTS: Low pH indicates high corrosive characteristics. WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. ND = None Detected. <=less than >=greater than TNTC=too numerous to count DateAvooll. onald J. Sa r Laboratory -Irector GROUNDWATER Groundwater Analytical, Inc. P.O.BoX,zoo ANALYTICAL Bu Main Street Buzzards Bay.MA 02532 Telephone(508)759-4441 October 8, 2003 FAX(sob)759-4475 www.grou ndwato rang lyti cal.com Mr. Ron Saari Envirotech Laboratories, Inc. 8 Jan Sebastian Drive Unit #12 Sandwich,MA 02563 LABORATORY REPORT Project: Larry McGrath/151 Bog Rd. Lab I D: 65582 Received: 10-06-03 Dear Ron: Enclosed are the analytical results for the above referenced project. The project was processed for Rush 48 Hourturnaround. This letter authorizes the release of the analytical results, and should be considered a part of this report. This report contains a sample receipt report detailing the samples received, a project narrative indicating project changes and non-contormances, a quality control report, and a statement of our state certitications. The analytical results contained in this report meet all applicable NELAC standards, except as may be specitically noted, or described in the project narrative. This report may only be used or reproduced in its entirety. I attest under the pains and penalties of perjury that, based upon my inquiry of those individuals immediately responsible for obtaining the information, the material contained in this report is, to the best of my knowledge and belief, accurate and complete. Should you have any questions concerning this report, please do not hesitate to contact me. Sincerely, Jonathan R. Sanford President J RS/kh Enclosures i J GROUNDWATER ANALYTICAL Sample Receipt Report Project: Larry McGrath/151 Bog Rd. Delivery: GWA Courier Temperature: 3.5'C Client: Envirotech Laboratories,Inc. Airbiil: nia Chain of Custody: Present Lab ID: 65552 Lab Receipt: 10-06-03 Custody Seal(s): n/a Lab ID Feld ID Matrix ! Sampled Method ;Notes 65582-1 :0310092 Aqueous i 1016/03 0:00 EPA 524.2 Volatile Organics Con ID Contalner Vendor QC Lot ' Presm QC Lot Prep Ship _ C361331 40 mL VOA Vial n/a n/a I MCI n/a rda n/a _ C361332 40 mL VOA Vial n/a n/a HCI n/a n/a n/a Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL EPA Method 524.2 Volatile Organics by GC/MS Field ID: 0310092 \ Matrix: Aqueous Project: Larry McGrath/151 Bog Rd. Container. 40 mL VOA Vial Client: Envirotech Laboratorie_c,Inc. Preservation: HCl/Cool Laboratory ID: 65582-01 QC Batch ID: VM7-1316-W Sampled: 10-06-03 00:00 Instrument ID: MS-7 Agilent 6890 Received: 10-06-03 16:55 Sample Volume: 25 mL Analyzed: 10-07-03 14:18 Dilution Factor: 1 Analyst: MB Page: Iof2 CAS•Number Analyte .- Concentration Notes- Units Reponarg Limn 75-71-8 Dichlorodifluoromethane BRL ug/L 0.5 74-87-3 Chloromethane BRL ug/L _ 0.5 _ 75-01-4 Vinyl Chloride BRL ug(L 0.5 74-83-9 Bromomethane -- -- -- BRL ug/L 0.5 75-OD-3 Chloroethane _ _BRL_ ug/L 0.5 75-69-4 Trich lorof I uo romethane BRL - - ug(L 0.5 75-35-4 10-Dichlorocthene BRL ug/L 0.5 75-09-2 Methylene Chloride BRL ug/L 0.5 .. - ._.. ..._ ......_ _.. - 156-60-5 trans-1,2-DiLhloruelhene BRL ue/L 0.5 1634-04-4 Methyl tert-butyl Ether(MTBE) BRL' -_ - _ _ ug/L - 0.5 75-34-3 1,1-Dichloroethane BRL ug/L 0.5 594-20-7 2,2-Dichloropropane BRL ug/L 0.5 156 59 2 cis-1,2-Dichloroethene BRL. ug(L O.S 74-97-5 Bromochloromethane BRL ug/L 0.5 -67-66-3 Chloroform - - 1 ug(L 0.5 - 71-55-6 1,1,1-Trichloroethane BRL ug/L 0.5 56-23-5 Carbon Tetrachloride BRL ug/L 0.5 - 563 58-6 1,1-Dichloropro pen e BRL ug/L 0.5 i 71-43-2 Berizene BRL ug/L 0.5_ 107-06-2 1,2-Dichloroethane BRL ug(L 0.5 79-0t-6 Trichloroethene _ BRL ug/l 0.5 78-87-5 1,24)ichloropropane BRI --- ug%I 0.5 74-95-3 Dibromomethane BRL ug/L O.S 75 27 4 Bromodichloromethane BRL ug/L 0.5 10061-01-5 c;s-1,3-Dichloropropene BRL ug/L 0.5 10"8-3 Toluene BRL ug/L 0.5 10061-02-6 trans-1,3-Dichloropropene BRL ug/L 0.5 79-0O-S 1,1,2-Irichlor(wtha_n_e BRI ug/I 0.5 127-18-4 Tetrachloroethene BRL ug/L 0.5 142 28 9 _ 1,3 Dichloropropane BRL ug/L 0.5 _ 124-48-1 Dibromochloromethane BRL ug/L O.S 106-93-4 1,2-Dibromuethane BRL ug/L 0.5 106-90-7 Chlorobenzene BRL ug(L 0.5 630-20-6 1,1,112-letrachloroethane BRL ug(L 0.5 100-41-4 Ethylbenzene BRL ug/L i,:;7 a: vros-a2a meta-Xylene and para-Xylene BRL ug/L 0.5 95-47-6 ortho-Xylene BRL ug/L 0.5 100-42-5 Styrene BRL ug/L 0.5 75-25-2 Bromoform BRL ug/L 0.5 96-82-8 Isopropyl benzene BRL ugIL 0.5 108 86-i Bromobenzene BRL ug/L 0.5 79-345 1,1,2,2-Tetrachlorcethane BRL ug/L 0.5 _ _96-18-4 1,2,3-Trichloropropane BRL ug/L 0.5 103-65-1 n-Propylbenzene BRL ug/L 0.5 95-49-8 2-Chlnrotoluenp BRI ug/I 0-5 _ 108-67-8 1,3,5-Tri meth ylbenzene ----- ---- BRL ug/L 0.5 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL EPA Method 524.2 (Continued) Volatile Organics by GUMS Field ID: 0310092 Matrix: Aqueous Project: Larry McGtath/151 Bog Rd. Container: 40 ml VOA Vial Client: Envirotech Laboratories,Inc. Preservation: HCl/Cool Laboratory ID: 65582-01 QC Batch ID: VM7-1316-W Sampled: 10-06-03 00:00 Instrument ID: MS-7 Agi tent 6890 Received: 10-06-03 16:55 Sample Volume: 25 mL Analyzed: 10-07-03 14:18 Dilution Factor. 1 Analyst: MB Page: 2 of 2 CAS Number I "alyte Concentration Notes Units i Reporting t7m8 10&43-4 4-Chlorotoluene BRL - ug/L 0.5 98-06-6 tert-Butylbcnzcnc BRL ug/L 0.5 95-63-6 1,2,4Trimethylbenzene BRL ug/L 0.5 135-98-8 sec:-Bulylbenzene BRL ug/L 0.5 541-73-1 1,3-Dichlorobenzene _BRL ug/L 0.5 99417� 4-Isnprollyltoluene BRL — -- ug/L 1 0.5 106-46 7 1,4-Dichlorobenzene --- --- BRL ug/L - 0.5 95-SO-1 1,2-Dichlorobenzene BRL _ ug/L 0.5 104-51-8 n-Butyl benzene DRL _ ug/L 0.5 _ 96-12-8 1,2-Dibromo-3-chloroproparie BRL ug/L 0.5 120-82-1 1,2,4-Trichlorobenzene BRL ug/L O.S 87-68-3 HexachlorobUtadiene BRL_ _ — ug/L 0.5 _ 91-20-3 Naphthalene BRL ug/L 0.5 87 61-6 1,2,3-Trichlorobenzcnc BRL ug/L 0.5 QC Surrogate Compound` Spiked Measured; Recovery QC Limits 1,2-Dichlorobenzene-d.t 10 10 102 % 70-130"b 4-Bromofluorobenzene -— 10 9.8 98 % - 70-130% Melhnd Reference: Methods fnr the neterm ination of Organ is Compounds in Drinking Water,Supplement III,US EPA, EPA-600/R-95/131(1995). Method Revision 4.1. Report Notations: BRL Indicates concentration,if any,is below reporting Iimit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532 GROUNDWATER ANALYTICAL Project Narrative Project: Larry McGrath/151 Bog Rd. Lab ID: 65582 Client: Envirotech Laboratories,Inc. Received: 10-06-03 16:55 A.Documentation and Client Communication The following documentation discrepancies,and client changes or amendments were noted for this project: 1.. No documentation discrepancies, changes,or amendments were noted. B.Method Modifications,Non-Conformances and Observations The sample(s) in this project were analyzed by the references analytical method(s),and no method modifications, non-conformances or analytical issues were noted,except as indicated below: 1 . 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EwGTNG 12 ' w > p 71 I] Ml ING 13 1 , * 1] IMPSON H2-5 @ o �G ] REMOSHEXISTGN CENNG �3 Ja&isniIvG O.C. rTx EACH RARER BR O.C. m 3 ® ® ® ® ® ® 0® (3)ZOO HEADER ® FF F ® NEW FAMILY ROOM s a E 11NG (EXISTING GARAGE) ara � ® A B A ® 'J4'YES ADVANTECH SUBFLOOR Fl-�G—u 6%6 POSTS eul uP nuo m nGGR VT HJOE+TS @ 16'O.L. rvsunnaN go iG ae LEVFLNI7H FAMlIr OBL2%68LOLKING slnv_oN LSTnIs ROOM AT MIDSPAN srvn=ne®ena _PO.T riJ s ;.k:x SIMPSON PB566 .:.. _ POST BASE L---------------J -.-: NEW COVERED PORCH II G MIL POLY VAPOR BARRIER OVER EXISTING CONCRETE SLABI'- 10'BIG FOOT BONG TUBES EXISTING FRONT ELEVATION WITH ALTERATIONS V4':T-O' GROSS SECTION THROUGH EXI51ING GARAGE T RTED TO FA ILY ROOM 114'_T-O' !�OF MA Ssq�� o ROY E. o simm NS U/ cry ECHA ICAL 20 O/STE¢ EXISTIING HOUSE BEYOND EMEND ROOF OVER NEW PORCH fill177-1 EXISTING GARAGE ROOF 11 FXISTNG II ] 3r NEW PORCH ROOF . 01 � R 8°R4Gm RIGHT SIDE PORCH ELEVATION REAR PORCH ELEVATION ELEVATION ..- 1/4' T-O' 141 BOG RD - MARSTONS MILLS REVISIONS DATE; 12.12.11 SCALE: ASNCTED I DRAWN: CSC DRAWING NO. PROPOSED ALTERATION: ADD COVERED PORCHES TO EXISTING FAMILY ROOM A-1 SHEET TITLE: ELEVATIONS/SECTION k\ 0 0 T n to 6 TI) 13'-BVI C7 T T T N � I i I I a EXISTING DECK b EXISTING BSMT I NEW COVERED PORCH , , 8 1 3 EVim.G EkzmG EvsnNs ❑❑ RASE WS71NG TING DCTo RAFTERS 9-30 INSULATION / W/PROPER VENT uq x x 2XS PORCH RAFTERS®W O.C. EXISTING LAUNDRY � y EXISTING BEDROOM EXISTING MUOROOM EXISTING 12 4 12 4X8 TIE BEAM ABOVE A v REMOVE E\ISTIGN LEIUNG -73 SIMPSON H2-5 JOSTG.4T INSL4LL dXB EXISTING DINING EXISTING KITCHEN �BNDUPFLORTOMnTQ ______________________________ EACH RAFTER WSTING FIRST RDOIt TIE BEV¢5011 O.L. I I W!E�XjISTINGBATH EXISTING 1/2 BATH FAMILY ROOM NEW COVERED slnFSONLsrnr (3)2%10 HEADER WZmG R415E E%ISTING y.IDE,¢ (CONVE icD RLn W5nN65A 9 5ntK nESEALH I I PORCH NEW FAMILY ROOM '05T �, INEW+.fr (EXISTING GAR4GE) W snrvb na ----------4X0 TIE BEAM ABOVE—_--_----- A 4 3/4'TQG ADVANTECH SUBFLOOR �EwoARTM R.t3 6X6 POSTS 4 -- 1/Y FJOI5T5®16°O.C. Iin4 a NEW COVERED PORCH GUILD UP MuOROOM FL WR TO BE LENEL W11H FAMILY //�S.2X6 B-0DgNGMID UP FLOOR TO MATCH ROBET 2XG B N WSTING RRST FLOOR POST :u.i .•:xi.ax.L.x s. J.1', x !u':,"k 51MP50N PB566 —POST BASE 4XB TIE BEAM ABOVE ® EXISTING LIVING ROOM ____ -____-_ _ -___= A 6 MIL POLY VAPOR BARRIER OVER voJ° EwnrvG EXISTING CONCRETE SLAB 10 BIG FOOT SONG TUBES I I I I I I I I UP I I I CROSS SECTION THROUGH EXISTING GARAGE TO BE CONVERTED TO FA.ILY ROOM va�=ra A B A ENSnrvG ENZnNG WSml REMOVE WSTING OVERHEAD WOR AND INSTAL.THREE WINDOWS IXISnNG 5T00 —kA OF 014ROY Ss�i�\\ CGS� E. EXISTING FIRST FLOOR PLAN WITH ALTERATIONS o I M MON m' 1/4'_T-O' ,J CH NIC L 74 ��° �l ►Z � . /On;nL Eh, E%I=nus oea crest ® 0 Enin\•G E�¢bS EN5nN5 PNI\'6 ENSmGXRLHEN Ep"n\'G d�L3pgM E�Un\'G 0.ENLOFT —_----- W'1NG 9--r-FOA1 em p= EXISTING 04rX W51WG E4Vc _____I\ SI______—I\/I -- E15nNG LMrvG¢WH I/X\I X\I WIBrnGFAVE 141 BOG RD- MARSTONS MILLS REVISIONS DATE: 12.12-11 SCALE: A5NOTED I DRAWN: CSC DRAWING NO. F EXISTING SECOND FLOOR PLAN EXISTING FIRST FLOOR PAN ADD COVERED PROPOSED D ALTERATION: PORCHES EXISTING OROOM A-2 SHEET TITLE: FLOOR PLAN/SECTION Y� ' D e3 I GENERAL NOTES: LONE.RIDGE VENT 1. THIS PLAN HAS BEEN DESIGN IN ACCORDANCE WITH THE 7TH .ADDIDONFOF THE MAS'�'GHU�ETT5 STATE BUILDING CODE FOR — - ONE ANDiTWO FPMdY OWEl11N65,AND THE FIAS6ALHUSETT5 CHELKUST FOR COMPLIANCE FOR WOOD FRAME N IN A TO MPH URE �\ n 2. THE FRAf[NG CONTRACTOR MUST B ZONE.WIND REFER TO THE TAKES AND � g RGUPFS WITHIN THE WFLM TO MPH EXPOSURE B GUIDE FOR _70 YEAR AREHI OVER III STYLE ASPHALT ILNSTRATIONS AND REQUIREMENTS SPECIFIED ON THIS MAN. i SHINGLES OVER 15tl FELT PAPER 3. FHE IGURESFRAMINGCOMRPCTOR 0MPHUST EFER TO XPOSURE GUIDE AND 1.vg RAKE W/DC3 yLAppW BOARD FIGURES WITHIN 11E W1GM DO MPH EXPOSURE B GUIDE FOR R\\ 1X8 FASCIA$SOFFIT ILLISTRATIONS AND REQUIREMENTS SPECIFIED ON THIS PLAN. `WHITE CEDAR SHIMGES ALL CONNECTIONS AND NAILJNG MUST MEET THE OVER mFX RFAUIREFffNT50F THE GUIDE IN ORDER TO BE IN COMPLIANCE i - 4. WITH THE RESPOWSELE TO INSURE THATALL . . . IXAJJII(S CORNER BOARDS CONNECTIONS,NAILING AND ANCHOR BOLTS ARE VISIBLE TO j - IJB FRIEZE THE INSPELTORATIHE TIME OF FOUNDATION AND FRAHWG -- INSPECTIONS. ! 1 - 5. THE CONTRACTOR MUST REFERENCE THE SIMPSON STRONG TIE I C-2006 CATALOGUE FORALL STRAP.HANGER AND TIE I INSTALLATION PEOULREMENTS AND LIMITATIONS. i I I I I I I I I I I I I FOUNDATION NOTES: j I I 1. CONCRETE FOR ALL FOUNDATION WALL5 AND FOOTINGS SHALL HAVE MINIMUM 3000 PSI BEARING CAPACITY 2 CONCRETE FOR ALL BASFNEMANO GAME SUBS%141. RAVE I i I i I MINIMUM 4000 PSI BEARING CAPACITY _________________..-_______________-____________ _______________.__-______._-_______ _____________ 3. USE 5/8'.ANCHOR BOLTS SPACED AT 71'O.C.WITH A MINIMUM EMBEDMENT OFT INTO CONCRETE 4. ANCHOR BOLTS MUST BE PULED 9'FROM EACH FOUNDATION CORNER 5. ALL5ILL PLATE5TOBECONNECTEDUSIW,3X3'XI/4-SQUARE REAR ELEVATION LEFT SIDE ELEVATION PIAEWASHERS { 114'-T-O' V4'_T-O' EXTERIOR WALL CONSTRUCTION NOTES: I. ALL EXTBROR WALL STUDS SHALL BE 2X6@16 D.C.EXCEPT WIERE NOTED 2. DOUBLE TOP PLATES ON ALL EXTERIOR WALL55WUL HAVE MINIMUM SPLICE OF 47A14D NAILED WITH(12)16d NALS IN ACCORDANCE WITH TABLE 61N THE WTCM HOiB BOOKLET. 3. ALL PLATE TO STUD NAILING 5HWl BE(2)16d NAILS EACH STUD 4. BOTTOM RATE TO FLOOR BOX NAIUW SHALL BE(4)I6d NAILS PER FOOT CONT.RIDGE VENT 5. USE(2)KN65 STUDS FOR OPENINGS UP TO 4'WIDE.AND , (�KING STUDS FOR GARAGE DOOR OPENING @ 17 WIDE 6. FOR SHEAR AND UPLIFT CONNECTION OF EXTERIOR WALL J SHEATHING,USE 86 OR EQUMUM GUN NAILS SPACED T O.0 AT EDGES.AND 17 D.C.IN HELD FOR OVERHEAD f 9� DOOR WALL.AND 60.0 AT EDGES MID 17 O.C.IN FIELD TiO FOR ALL OTTER WALLS YEAR ARCHITECTURAL STYLE ASPHALT WHTTECEDAR5HINL5ES 7. EXTERIOR WALL SHEATHING SHALL BE I2'COX PLYWOOD OVER TYVEK SHINGLES OVER 15q FELT PAPER AND INSTALLED USING FULL SHEETS RUNNING FROM THE P.T.SILL RATE AT THE FOUNDATION UP TO 7 MN INTO —1X8 RAKE W/1X3 5WADOW BOARD DIB FASCIA&50FFlT— THE SECOND FLOOR BOX.THIS SHEATHING INSTALLATION -- METHOD 15 IN ACCORDANCE WITH THE MA56 CHECKLIST FOR STRAPAND HOLD DO NATE5IHE NEED FORSTEEL STRA➢TIES AND HOLD DOUM5. ---------- ---- ROOF CONSTRUCTION NOTES: Xd X5 CORNER BOARDS DO FRIEZE--- I 1XSDOORCASWG _ 1. RAFTER CONNECTION TO TOP RATE:USE H-25 CLFS WRH BLOCKING 15 INSTALLED AT EACH RAFTER BAY AT THE RATE TO T1�4NW IT'NIODOR I 1X5 DOOR LASING 1wlAX5 CORNER -- -._ICI_- Ii:I EIrld .._.._ 1 RESIST SHEAR ARID LITERAL LOADS.ALL LLIPS TO BE 1 1 I I I I I INSTALLED IN ACCORDANCE WITH MANUFACTURER BOARDSD4 WINDOW— ' RETAINING WALL TO BE REQUREMENTS. CASING W/ __LI. I�ALCOE LAR TIES WIMIN UPPER THIRD OF ROOF HEIGHT AT DEIERHINED IN FIELD5UB-SILL II 1I 3. ROOF SHEATHING SHALL BE V7CDX PLYWOOD AND INSTALLED -__ - USING 8d NAILS@ 6 D.C.AT EDGES AND 17 O.C.IN FEW. FRONT ELEVATION RIGHT SIDE ELEVATION V4'=1'-Q 1/4'=1'-0' i i I 1411306 RD- MARSTONS MILLS REVVclON5 DATE: 12.12-11 SCALE: ASNOTED DRAWN: CSC DRAWING NO. L/ PROPOSED DETACHED GARAGE A-1 SHEET IZILE: ELEVATIONS HILLM.Ft®.WOLL . RETAINING WALL r0 RETAINING WAIL TO BE DETERMINED IN BE DETERMINED IN u, ____..________._._________________________.__________ HELD �� ------- -- ------------------------ -- - ----- b -b I i i I � �>v ti I -- 4 GENERAL NOTES: FULL HELM FOUNDATION CONSTRUCTION: I - DROP DROP FOUNDATION 1. THIS PLAN HAS BEEN DESIGN IN ACCORDANCE WITH THE 7TH W 56X ANCHOR CONCRETE FND.WALLS I �g FOR W/5/8'ANCfmR BOLTS SPACED AT56'O.G FOUNDATION I WALL .<DDfAND OF TIEMILY DWELLINGS, AND AS6CHUETTS WALL I I ONEAND TWO FAMILY DWELLINGS.AND THE MASSPLHUSETIS WITH A MIMMUn EMBEDMENT OFT INTO t CHECKUST FOR COMPLIANCE FOR WOOD FRAME CONCRETE ON T4 X IO CONT.KEYED CONCRETE FOOTING:BITUMINOUS CONSTRUCTION INN t10 MPH EXPOSURE B WIND ZONE. DAMPPIROOF'P1G BELOW GRADE I 2. THE FRAMING CONTRACTOR MUST REFER TO THE TABLES AND I I S I I I FIGURES WITHN THE WMM 110 MPH EXPOSURE B GUIDE FOR FR05T WALL FOUNDATION CONSTRUCTION: BLISTRATIONS AND REQUIREMENTS SPECIFIED ON THS PLAN. 8'THK X 3'A'HUH CONCRETE FND.WALLS W/5/8' ANCHOR BOLTS SPACED AT56'0-C.WITH A MINIMUM 3. THE FRAMING CONTRACTOR MUST REFER TO THE TABLES AND I EMBEDMENT COFT FOOTING CONCRETE.ON 1'd'%1'4 CONT.. FIGURES WITHIN THE WFCM 110 MPH EXPOSURE 6 GUIDE FOR i I I KEYED CONCRETE FOOTINY I I ILLUSTRATIONS AND REQUIREMENTS SPECIFIED ON TF85 PLAN. " .ALL CONNECTIONS AND NAILING MUST MEET THE REQUIREMENTS OF THE GUIDE IN ORDER TO BE IN COMPLIANCE 1 I -T----'- WITH TIE n4-%BUILDING CODE. 4. THE CONTRACTOR 5 RESPONSIBLE TO INSURE THATALL a GARAGE CONNECTIONS.MUMS AND ANCHOR BOLTS ARE VISIBLE TO b 3 I b b THE INSPECTOR AT THE TIME OF FOUNDATION AND FRAMING GOMPAGTED.FILL g - --- INSPECTIONS. b 4'LOMESH RONFORCING Yl � 9 I a a 5. THE CONTRACTOR MUST REFERENCE THE 51MPSON STRONG TIE m \ C-2006 CATALOGUE FOR ALL STRAP.HANGER AND TIE - -- - PITCH y b IN5TAUA1ION REQUIREMENTS AND LIMITATIONS. -FULL HEIGHT FOUNDATION CONSTRUCTION: j 8"THK X 7-10'HIGH CONCRETE PND.WALLS * <� FOUNDATION NOTES: I W/56 ANCHOR BOLTS SPACED AT 560C. I 666+++ i COMA MINIMUMEMBEOMENTOFEYED Z MINIMUM 3000 PSI BEARING CAPACITY Y a 1. CONCRETE FOR ALL FOUNDATION WALLS,AND FOOTINGS SHALL HAVE CONCRETE.ONTIN%IT MIND KEYED I S s4 CONCRETE FOOTING BITUMINOUS it N�^ f 2 CONCRETE FOR ALL 8A5EMENTAND GARAGE SLABS SHMINIM 00 PSI All.HAVE DAMPPROORNG BELOW GRADE s .- """' ING CAPACITY 3. USE 5/8•ANCNOR BOLTS RSPPGFOAT71'O.C.WITH A MINIMUM i I EMBEDMENT OF T INTO CONCRETE. FROST WAIL FOUNDATION CONSTRUCTION: HvnrDu�_ -I 4. ANCHOR BOLTS MUST BE PLACED S'FROM EACH FOUNDATION CORNER Ao 5. ALL SILL PLATES TO BE CONNECTED USING 3'%3'X1/4'SQUARE I 8'THKX3-S HSHCONLRETE FND.WALLS W/5/8' f4N N17lEIE FOR I 1 PlA1E WASHERS ANCHOR BOLTS SPACED AT 56'O-C.WITHA MINIMUM AaAF_ EMBEDMENT OF T INTO CONCRETE,ON I'd•X tA'CONT. FRAf¢ I ',I -a)KW,snroS (5)arTs STw-, I > EXTERIOR WALL CONSTRUCTION NOTES: KEYED CONCRETE FOOTING ( 2X6 WALL L___ ____________________________ ___J _ '• 17-WX11'-O'HOVERHEADDOOR 1 ALLE-MROR WALLSTUDS SHALL BE 2X6016OL EXCEPT ____-__16 GRFAi IX10.¢_________ IPPR�AIDWR _ - _.-__--...- _-__ J WHERE NOW r,4 _-____ DROP 1 Av AP 2. DOUBLE TOP PLA7ES ON ALL EXTERIOR WALLS SHALL HAVE RETAINING WALL TO RETAINING WALL TO FOUNDATION - -DROP FOUNDATION MINIMUM SPLICE OF 4AND NAILED WITH 02)16d HALLS IN BE DETERMINED IN WALL BE DETERMINED IN J WALL ACCORDANCE WITH TABLE 6 IN THE WFCM 110/5 BOOKLET. FELD 4'-3 17E' C S 3'-9 1'T HELD 3. ALL PLATE TO STUD NAILING SWUL BE(2)16d NAILS EACH STUD 7-0• 9-0' 7-0' IT-O' 9'-612' 3'-51lI 4. BOTTOM PLATE TO FLOOR BOX NAILING SHALL BE(4)16d NAILS PER FOOT £W 26-C 26-C S. USE(2)KINGS STUDS FOR OPENINGS UP TO 4'WIDE.AND C5)KING STUDS FOR GARAGE DOOR OPENING QP 17 WIDE 6. FOR SHEAR AND UPLIFT CONNECTION OF EXTERIOR WALL SHEATHING.USE 8d OR EUUMLANT SUN NAILS SPACED 3' O.0 AT EWES AND 17 O.L.W HELD FOR OVERHEAD FOUNDATION PLAN GARAGE FLOOR PLAN DOOR WALL,AND 6 O.CAT EWES AND 17 D.C.IN FELD FOR ALL OTHER WALLS 1/47:T-0' V4'=1'-9 7. EXTERIOR WALL SHEATHING SHALL BE 72'GOX PLYWOOD hcndcr AND INSTALLED USING FULL SHEETS RUNNING FROM THE OoomA portal frnme(Two brnnea way p,,-) ----"- -� P.T.SILL PLATE AT THE FOUNDATION UP TO 7 MITI.INTO THE Fxren[of header p FLOOR 5%.THIS SHEATHING INSTALLATION ortal rrrme(one bruee x,n peon) -� METHOD S5IN ACCORDANCE WITH THE MASS LHELKU5T FOR COMPLIANCE AND ELIMINATES THE NEED FOR 5TEEL �" m�e A.,ar nn a mU ) Ij. kN8 �' 2X12 RIDGE __ STRAP TIES AND HOLD DAWNS. e r ,kk ROOF CONSTRUCTION NOTES: 2XIOTYPICAL ROOF CONSTRUCTION: aAe.w- rUnteawppmecH eaa with:wo .jl irPlc v JI WITH COX RAFTERS G130.G W/UZ 1. RAFTER CONNECTION TO TOP PLATE;USE BAYA THE PLATE .;!� n mw,of lsc nmkcr Faun nt a'O.c.ttp. loon La' E ��. CD%SHEATHING 830 YR PRCHIIELNRAL� BLOCKING 15 INSTNIED AT EACH RAFITR BAY AT THE PLATE TO SHINGLES OVER 15p FELT PAPER RESIST SHEAR ANDLATERAL LOADS.All CLIPS TO BE 1 �IOOn LB n✓sp oppon:cH zhenching Fef I� dl / \ IN STALED N.ACCORDANCE WITH MANUFACTURER s v= Hy d• \ Fanee mq onead.r xiu noeomm„n nr f,raw e)v Ia 11 OCEIUNG MOUIREMENT5. awH nl s•q-Id �g n Il be LI IT J05TS D160.G.I. pnt;r:�,He c,awH o,e 1 / n-.ynr I 3"Oc� '.I fr jq(rude,b.1i nId nhln)iYP nlnckr-0 a ' 1 --'-" 2. INSTALLCOLIAR TIES WITHIN UPPER THIRD OF ROOF HEIGHT AT J.! „,icniA z4-os mubngnc•; -Iws HuwnwTe EAOHRAFTER ro- IL cw en oAc .cfrw sl,�mmg TJ.-._I: SOUD --- CUPS 0 EACH 3. ROOF SHEATHING SHALL BE1?COX PLYWDODAND INSTALLED M n. dtn IG one awry mr,. TROOUNG M'n. dfh 24 fa u=.e in Ge fresc'two fra:ni II'gd �1, a. PAE1ar USING BIT NAILS 060.C.AT EWES AND 17 D.C.IN FIELD. \`\\ GARAGE PLATE j TOPOFKNEE WALL i MIn.2x4from.ng IYRCAL E)(iTRIORWALLCONSTRUCWN: 3/B"min.U,ickncaa wmd 2%4 Pnnc ni;ll(3)lop einkcro n--i papa AheHPllny ___.-_.-_ __ .115luulwo O.G WITH WHITE CEDAR �MIn.a200 La rc downy Icc unbmaw into '� >r TOP OF RILL M.FND.WAll _ N SHINGLES 0VER)2•COX PLYWOOD _ _ ._. 'j' cancrne and roil.inw rrnHly) Min.IWO LB � i �ry I � SHEATHING W/TYVEKOREQUAL .;e„PGOz Ics.z t •,_dow,d GARAGE a �. FULL IfIGM FOUNDATION CONSTRUCTION, III_.I t I 8'THK.X 7-10'HIGH CONCRETE ENO.WALLS.__._.__-.. 56 0 IJ Li v W/5/8'ANCHIOR BOLT55PACEDAT 56'O.L. b ~ WITH A MINIMUM EFBEDMENT OF T INTO b � _ CONCRETE,ON I'd%IV CANT.KEYED , CONCRETE FOOTING:BITUMINOUS -'4'CONCRETE SLAB W/ DAMPPROORNG BELOWGRADE TOP OFFROSTWALL FIBER MESH ON COMPACTED FILL TOP OF FROST V TOP OF FOOTINGIII -L _ -_--- FR05T WALL FOUNDATION CONSTRUCTION: GP.OSS SECTION 8'THKX3A'H HIGH CONCRETE END.WALLS./5!S ANCHOR BOLTS SPACED AT56 O.C.WTTHA nIN'IMUn V4'=1'd EMBEDMENT OF T INTO CONCRETE,ON 1"4-X 1-1,WNI. KEYED CONCRETE FOOTING 141 BOG RD- MAR5TONS MILLS REVISIONS DATE: 12.12-11 SCALE: ASNOTED I DRAWN: CSC 13RAwmNO. L2 PROPOSED DETACHED GARAGE SHEET TITLE: FOUNDATION/FLOOR PLAN/SECTION �a to i i 71 I EXISTING DECK b E%ISTING BSMT I NEW WVERED PORCH e Afrc�S I I I I � R57VT PACE E%STRl65LUHI , , i �-FASTING 1X10 RAFTERS R30 INSULATION ( W/PROPER VENT 2M PORCH RAFTERS 916'O.C. al+nGn'a]t.ING as �B SIMPSON H2.5 TI � JOISi5 ATINSTV16X6 flR 'I'.% EACH RAFTER .y',4`� TIE BEAMS m TI O.L. ✓)j.?.. dEWCOVERED SIMi50.v'L-13 (3)=0HEADER DN - PORCH NEW FAMILY ROOM o5r ( I (EXISTING GARAGE) 3/4'TW ADVANTECH SU6FLOOR w c� 6X6?O5T5 pus: BulO uv nuLr+oon RGOR 1?HJOI5T5 816'O.C. NaaPnuv TO BE IEYEI WITH FPMLT _ - DBL 2X6 BLOCKING ROp X _ � � ATMmSPAN SZK TE m E4i 51HP50N F8566 POST SASE A— A � I�'- 6.IL POLY VAPOR BARRIER OVER - -vT EXISTING CONCRETE SLAB r s o 10'Sr.FOOT SONO TUBES i I 1 CROSS SECTION THROUGH EXISTING GARAGE TO BE CONVERTED TO FA.ILY ROOM 1/4'-Td EKTpK ENSTIns - xunrvs ` \� EXISTING 5T00 „— ZH OF MASS ROY E. MM ME H AL 1 y 7 4 A 7-0 v: Jl ary ftl5T63ESOP: L ; FF TH EttiTLTG E>•.c I 141 BOG RD - MARSTONS MILLS Lj€ .REVISIONS i SCALE, _--�� s�. r DRAW•ri;�NO: _ ALTEI—v. IiVIJ: A 5HE�)TTTLE, FLOOR PLAN/SECTION . 1 Ln 22 CN 42 co LLJ co C .- CIO ^ � ' .. `` � \ !6 tea;o �.., N ^ W vai o - o_ 8 L 3 W Q Z �� _� ''� ••�, min O Z � � O � O X ��O --. co CD. CD (CILI- LO 4 CD CDLri x W NCD _ 2 Ld Q b O 1. X J \ b L `J (p \, jam• \ � Q. �J m ID \ Imo'`, Ch %07 a f Lr5 ,' O CD 0 �! O O uO b •cam ,ep i \ LOi, _ plcu co 19oz CD �. - , .`:� \ _ V\• `✓�i, \ . 0 O `er. O ,�O a �� O 6000 cZ CIO 0 <? '` c�4%• .\, �� 'mow'• ,'` ti � .o - U v, In -110 ON Lu N 0 V L ` � O T d a n 0 3 i3 ecQ✓uar c, 0 T Gid� -0ll017913 _ 51 a coUn ✓i 2 vi EXISTING DECK ( EXISTING BSMT '} ( -�r M It./ NO M l a I n ACCESS TEMPoRAFOR NDMG FENL9N6 CL I RDA FOR NEW PoRQI m I I 1 3 WSnNb WSnNG W511NG ❑❑ R41SEE457455LUFR I I 1X6 fALLAR TIES @ 16'O.c. I I I R-39 INSULATION ISTING 2X10 RAFTERS EXISTING LAUNORY j j I W/ PER VENT EXISTING BEDROOM EXISTING MUDROOM 4m TIE BEAM--------E A EXISTING DINING EXISTING KITCHEN �uRD uR FLOOR To RAT[H ------------- -- ------------- W-MOVE EM1TIGN CERING EXIGTNG FIRST FLOOR I JOISTS AT INSTALL A FIR *" TIEBE>L.wa.c. EXISTING 1/2 BATH FAMILY ROOM WsnNb RALSE E175T w SuoER (rsTn•ERIEa Flan ev'nns sAwGE7 INSULATE IXIBTING 2X4IXTERIOR Lw EXISTIING MUDROOM FAMILY ROOM WALLS WITH R-13 FIBERGLASS 08 TIE BEAM ABOVE (cONwrt mm WmvG—v,, INSULATION EXISTING STOOP A I I 3/4'TQG ADVANIECH BUBF100R - _ BUILD up Mumoom FLOOR R-19 INSULATION 12'I-JOISTS@16"O.c. BUILD UR FLOOR Ta MATCH TO BE LEVEL WiM FAMILY OBL DfG BLDCKING { EX&iWG RRST ODOR� ROOM AT EXISTING BATH MIDSPAN -- _ 0_8 TIE_BEAM_ABOVE _ ® EXISTING LIVING ROOM Wsrnb — I 6 MIL POLY VAPOR BARRIER OVER I I EXISTING CONCRETE SLAB I I I I I up CROSS SECTION THROUGH EXISTING GARAGE TO BE CONVERTED TO FA.ILY ROOM A B A VW_T-O' WSnNG WSTNG REMOVE FASTING OVERHEAD XOR W 51N6 ANO INSTPII THREE W➢JDOWS EXISTING 5T00 EXISTING FIRST FLOOR PLAN WITH ALTERATIONS 1/4-_PO I. DERSEN WINDOW SCHEDULE NDOW ID UNIT TYPE ROUGH OPENING REMARKS A M442 DBL HUNG 7-61/8'X V-47/87 B DHP3442 PICTURE UNIT 3-61/8'X4'-47/8' 1 P581611 SLIDER 6-0 3/4'X 6-10 7/8' NOTE ADD(2)VELUX M004 SKYLIGHTS TO EXISTING 2ND W=1INGOELK FLOOR BEDROOM O EgSnusB�Mi ' W'tIN6 BELR0a't ® DF � • , W511N5 PNING WSTNG KRLHEN � a LJ 1 EN511NG BA.iX EXL5ING FAVE _____ -------- 11 I\X EVGTNa N9NG RWM E)STWG FAVF - 141 BOG RD- MARSTON5 MILLS _ I REV1510N5 DATE: 41GAI IscaLE: AS NC1EO ORawN: csc DRAWING NO. - EXISTING SECOND FLOOR PLAN - EXISTING FIRST FLOOR PLAN PROP05ED ALTERATION: v8'=T-0 CONVERT EXISTING GARAGE TO FAMILY ROOM A-1 SHEET TITLE: 1i1 �s,Al,F �. FRL II� = ��Or ro ��A�E PEI3ICAN PATA r s r 1�0_� �O� +I! / DATE:FE15RUARY G,2003 P_i94t3 it W �.= 5-7.0 FIRST PIPE LENGTH TEST�>Y:DARREN MEYER,RS,GSE _ l 0 ---- COVERS TO WITHIN TO pE SET LEVEL DAILY FLO`N: (3)13EDROOM5 x►a&F P=330 GPD W(f NL�S:SAM WHITE,BARN.HEALi-H P Q TOP FGI�JDATiOf� r SEPT✓TANK:33O 6PD x200%=GGO OPP PERG RATE_<2 MI N. I N. G"" OF FINlS±-1,=D GRADE. FOR MIN. 2 � USE:�00 GALLON PRECAST SEPTL•TANK FINISH GRADE_ LEACHING FACILITY: 528 d" 5L0 EL.= 5A 8f USE: (15) GLLTEG FIELD DRAIN PANELS A - LOAMY SMV -- �Oa � � :•_: 52.3 ��/I �„ A = LOAMY l Ar Si' A, 50. LOGS �° O ��=_ fit„ PVG////.� A �� -- G AGITY: 2 `a I�_ _-'- : =' A" PVG 4„ PVG TOP @ EL. 5�}.O SIDEWALL: = 355.2 GPD i Nti R RD. Z �` id BOTTOM: Zd x 2A" x 0.7A SGH 40 05)` x �F�i ELs 513 18 A9.,4 TOTAL: 355.2 C_7PD f5OTTOM @ EL. 53.30 WT-ALI. _,,,.17rL.E\ 1 /di ' Sq.25 IN W I is E D�-11 ^' G = COARSE 5ANP G = COARSE SAtd� P15T. .�OX 53 3 I LOCATION MAP it : .;:. 5" SEPARATION 5Y66 bb -1 :_: �"�,NK C��N�f�A� NOr�� i MAXIMUM GROUNDWATER @ EL. -48.3 AI.3 - G STONE SASE _ _-WATET?. A1.3 - WATER - 13, Al.o ; CONTRACTOR TO 13E RESPONSIBLE FOR THE LOCATION OF ALL LITLITIES, NOTE: ABOVE AND UNDERGROUND,PRIOR TO ANY EXG AVATION OR CONSTRUCTION. 1�A5ED UPON THE US05 FORMULA,THE MAXIM', :p REMOVE ANY IMPERVIOUS MATERIAL FOR A 5"'RADIUS AROUND C�ROUNDY�IATER R�E 7 0' TO ELEV.�8 3 THE SOIL ABSORPT ON SYSTEM AND.REPLAG'E WITH GLEAN SAND. 2. SEPT L,SYSTEM TO BE INSTALLED IN GOMPL4ANGE WITH 310 GMR P 00:TITLE V I 3. TH6 PLAN r5 NOT TO DE USED FOR PROPERTY LINE DETERMINATION I ,I I .4. ALL D13TURBED AREAS TO 15E LOAMED AND SEEDED 0 5. CONTRACTOR TO PROVDE A,5 HOUR NOTEE FOR ANY REgUIRED INSPECTIONS I� I, 1' �i fj !I �I 1i U_ �-OP 50 a.5d ' S / i , 5.4 FIV. i 1 \ I PROPOSED /4 / O I WELL f_Or I' I �_ _�.� \ ��- \���� � / / U'LAND A.RE 9G'S73 SF.f � 2.08 Al Iz �I — (/ WETLAND A ii A: '111768 SF.f ASG AG. TOTAL ARD 3n2 ,41 s�.t - 6.34 AG. I—ACTOR = 19.4 I �i i L EAGI11 NCB FIELD I / Qi - --- EX 5T I Na ,- I � // / r�� PROPOSED r n WELL �J TO 13E REMOVED I I FAAC-HINC) EX�NS O0 ,E REMOVED FIELD 51r PLAN O� LAN[) II \ / PLAN V I�VY LOCATION: LOT 11 - 1300 PD., MARSTONS MILLS, MA ' A'- Pr'\PAR0 FOR: LAf Zf�Y M CC�RArl1 y OF �L-AN V X s�9� 0�/ gSS9cy� �GAL�: DRAWN Y: ---- — -- ',TFVEN W. G c DANIEL E. , II ---- -- -- ���. m E3RAM,gN AS NOTED I MW I . --- - 'LO nIU �7 '� �r L) CIVIL N �; JG'13 NU�I�ER: DATE: O`j-03-03 SF1�T: ^C AI_ : I No. 32666 �. I 03-10�4vlsF�: /o-B- 03 SP-► Ufl FS S T G\ /ANAL EN,. 1 + 3 � V� LLFi� & AS�OG(ArF I6A5 FALMOUTH RD - SUITE 46 GENTERVILLE, MA 1123I / REC�ISTEf�Ei1' LAND SURVEYOR DATE REGISTERED ENGINFLR DATE TEL.. (508) 775-0735 FAX: (508) 775-075A