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0150 PARKER ROAD - Health
150 Parker Road- _ Os±erville A= 116— 036 " e ° " " O y " c P a d IfA ° dA° lf JR fiv n yi a 9 �� c • a , a � rxa ',rr oa B9 �, ° 41 n ,g,. nD ° ,� • a-D •di,pr m..a`. , fp 1 Fe ° �a +o v v . " , ° °6 C� ° a " ^ , tt. ^" ° y " x q �q 06 Jn] ° n ° 0 a w� ^ �v �' a - ° a " N � p m o .A n . + It A ip e P " , ^ . • ad Y a > e e «^n ° ,°�'�- - �• °^j ^ , ° ^ 4 b ° u W 3 Commonwealth of Massachusetts �m Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 150 Parker Road + Property Address Paul &Geralyn Heffernan Owner Owner's Name information is 0 required for every MA 02655 z.> � 11/30/2018 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:When l3 filling out forms A. General Information on the computer, use only the tab 1. Inspector: key to move your cursor-do not James Ford use the return key. Name of Inspector Ford Septic Services LLC r� Company Name P.O. Box 49 Company Address � Osterville MA 02655 City/Town State Zip Code 508-862-9400 S 12482 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000). The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Furt r valuation by the Local Approving Authority 12/3/2018 Inspec s Signature Date The s em inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP)within 30 days of completing this inspection. If the system has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 i . Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 150 Parker Road Property Address Paul &Geralyn Heffernan Owner Owner's Name information is required for every Osterville MA 02655 11/30/2018 page. Citylrown 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: ® 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: B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no"or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old*or the septic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts p Title 5 Official Inspection Form I.n t Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 150 Parker Road Property Address Paul &Geralyn Heffernan Owner Owner's Name information is required for every Osterville MA 02655 11/30/2018 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational.'System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed,pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins.doc-rev.6/16 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 150 Parker Road Property Address Paul &Geralyn Heffernan Owner Owner's Name information is required for every Osterville MA 02655 11/30/2018 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of.sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than '/day flow t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 17 Commonwealth of Massachusetts i� Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 150 Parker Road Property Address Paul &Geralyn Heffernan Owner Owner's Name information is required for every Osterville MA 02655 11/30/2018 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no" to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA) or a mapped Zone II of a public water supply well If you have answered "yes" to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 150 Parker Road Property Address Paul &Geralyn Heffernan Owner Owners Name isrequired for every Osterville MA 02655 11/30/2018 page. Cityrrown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ❑ ® Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ❑ ® Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): 4 Number of bedrooms (actual): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440 t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments V 150 Parker Road Property Address Paul &Geralyn Heffernan Owner Owner's Name required for is every Osteryille required MA 02655 11/30/2018 page. City/Town State Zip Code Date of Inspection D. System Information Description: Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonaluse? ❑ Yes ® No Water meter readings, if available(last 2 years usage (gpd)): Detail: unavailable Sump pump? ❑ Yes ® No Last date of occupancy: unknown 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.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 150 Parker Road Property Address Paul &Geralyn Heffernan Owner Owner's Name information is required for every Osterville MA 02655 11/30/2018 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: never pumped Was system pumped as part of the inspection? ® Yes ❑ No If yes, volume pumped: 1500 gallons How was quantity pumped determined? Reason for pumping: maintenance 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): t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts P Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 150 Parker Road V� Property Address Paul &Geralyn Heffernan Owner Owners Name information is required for every Osterville MA 02655 11/30/2018 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: installed date-6/1/2010 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: feet Material of construction: ❑ cast iron ® 40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): Depth below grade: 33"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: 1500 gal. H-20 Sludge depth: 4 t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments . �// 150 Parker Road Property Address Paul &Geralyn Heffernan Owner Owners Name required for is every Osterville required for eve MA 02655 11/30/2018 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 15 Scum thickness 12 Distance from top of scum to top of outlet tee or baffle 5 Distance from bottom of scum to bottom of outlet tee or baffle 8 How were dimensions determined? measure Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): The Tees were present. The liquid level was even with the outlet invert. There was no sign of Ieakage.The tank was pumped after the inspection. The solids were very heavy and recommend pumping again in the spring to stay up on the pumping. Grease Trap (locate on site plan): Depth below grade: N/a _ feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 17 4 ' Commonwealth of Massachusetts ti p Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 150 Parker Road Property Address Paul & Geralyn Heffernan Owner Owners Name information isequiredore very Osterville MA 02655 t 11/30/2018 page. Cityrrown. 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: N/a Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons .Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments(condition of alarm and float switches, etc.): Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts rn Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments v 150 Parker Road Property Address Paul &Geralyn Heffernan Owner Owner's Name information is required for every Osterville MA 02655 11/30/2018 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert even Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): The H-20 D-box was normal. It is in the driveway. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): N/a * If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: l5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form jn Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 150 Parker Road Property Address Paul & Geralyn Heffernan Owner Owner's Name information is required for every Osteryille MA 02655 11/30/2018 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ® leaching chambers number: 4-flow diffussers ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): There was no sign of failure from the flow diffussers. A camera was used. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration N/a Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins.doc-rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts i� p Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ems!% 150 Parker Road Property Address Paul &Geralyn Heffernan Owner Owner's Name information is required for every Osterville MA 02655 11/30/2018 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: N/a Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): f t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts �. ,1? Title 5 Official Inspection Form 7; Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 150 Parker Road u— Property Address Paul & Geralyn Heffernan Owner Owner's Name information is required for every Osterville MA 02655 11/30/2018 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately ProN�' Qoro� A - 0 - ` 8 03 �r�ve�aay I � A O O 1 36 306 y ,� - 3 3�6 36 y �o ys S y9 t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 c Commonwealth of Massachusetts Title 5 Official Inspection Form I.- Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 150 Parker Road Property Address Paul &Geralyn Heffernan Owner Owner's Name information is required for every Osterville MA 02655 11/30/2018 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 25' groundwater 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: Topo and water contours map ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: see above Before filing this Inspection Report, please see Report Completeness Checklist on next page. l5ins.doc•rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 • Commonwealth of Massachusetts p Title 5 Official Inspection Form I.n Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 150 Parker Road Property Address Paul &Geralyn Heffernan Owner Owners Name information is re wired for every Osterville MA 02655 11/30/2018 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ❑ Inspection Summary: A, B, C, D, or E checked ❑ Inspection Summary D (System Failure Criteria Applicable to All Systems)completed ❑ System Information— Estimated depth to high groundwater ❑ Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 DEED RESTRICTION WHEREAS, Paul-& Lynn Heffernan of , (owner's name) 150 Parker Road Osterville MA (address) is the owner of 150 Parker Road located rt at Osterville MA (hearinafter-referred to as Residence NO and being shown on a plan entitled "Subdivision of Land in .,-0 MA, Property of Paul & Lynn Heffernan et al, duly recorded in Barnstable County Registry - of Deeds in Plan Book 25579 , Page 158 Or on Land Court Plan Number WHEREAS, ��- S `�^^ N^, as the owner of said lot has Agreed with the Town of Barnstable Board of Health to a restriction as to the , Number of bedrooms which can be included in any home built on said lot as a Pre-condition to obtaining a. disposal.works construction permit in compliance with 301 CMR 15.000 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage: WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental Code,. Title V Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on this property, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on'record with the Barnstable County Registry of Deeds by recording this document. NOW,,THEREFORE Paul & Lynn Heffernan does hereby place the (owner's name) ; following restriction on his.above-referenced land in accordance with his agreement with the Town of Barnstable Board of Health, which restriction. . : shall run with the land and be binding upon all successors in the title: ' 1. 150 Parker Road Osterville may have constructed ti upon the lot a house containing no more than 4 ( )bedrooms. Paul &.Lynn Heffernan agrees that,this shall be permanent deed (owner's name) Y Restriction affecting 150 Parker Road located in Osterville MA; .and being shown on the p+a-r-recorded in Plan Book 25579, , Page158 For the title of see the following deed: Book Page, Or Land Court Certificate of Title Number 2��2 Execute as s le. instrument �01 day of I;z ; Ow e Owner' -nature Owner's Signature COMMONWEALTH nF MASSACKUSETTS ss \l0 20\'L Then personally appearethe above-named Known tome to be the person who executed the foregoing instrument and acknowledged ,,.. The same to be free act and deed, before 1.me, . Marytheresa DiConzo a Notary Public Notary Public rX - My commission 5ires October 2 , mmission expires: Z. tla 10 2o1L 4 (d te) r , j TOWN OF BARNSTABLE LOCATION �� 1"/��I�Q�jT SEWAGE## (VILLAGE VS�`U,`j(E', ASSESSOR'S MAP&PARCEL Il Q INSTALLER'S NAME&PHONE NO. T-4V0,1rf 4,7 SEPTIC TANK CAPACITY LEACHING FACILITY.(type) v 17`xt Ste L (size) lB al y® v NO.OF BEDROOMS OWNER—001,yed ,� h t�C PERMIT DATE: a ®61 COMPLIANCE DATE: G f 0 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 S � S No. ' +` r _ Fe THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZIPPYication for ;Di!5Po!5a[ *Wem CContructson Permit Application for a Permit to Construct('�(')Repair( )Upgrade( )Abandon( ) 3rComplete System ❑Individual Components Location Address or Lot No. 150 P&1-kc, R j 6.5 h rvj 11 ,Owner's Name,Address and Tel.No. Assessor's Map/Parcel �� /��J, /2c,,-ca 9 6 3 L c��CatE'F64 A9V 768 Installer's Name,Address,and Tel.No. je/F, Designer's Name,Address and Tel.No. 52*-7 7 -7 562, c K$ 0 ✓/ � /3dac/z.- eLt�G -7 Type of Building: Dwelling No. of Bedrooms ur Lot Size Zop S'ZY sq.ft. Garbage Grinder(4/,d) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow /tO Ylbe-dvz" gallons per day. Calculated daily flow Vy0 gallons. Plan Date IZ Z- ,0I Number of sheets cael_e Revision Date Title 5,,t c_ 1�14 s kg-i Plea, - 1570 Pei.-k ,r Size of Septic Tank 1�® cPca. I&ms Type of S.A.S.�euda .� � at I)c'-f pl d 14-5kne ' uv�LlcP Description of Soil 0 tis un ecs 1r,(A 7-1277 1--Z 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 5 of the En ' nmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by�%hl, d ealth. / 7 Signed Date Application Approved by Date _�. Application Disapproved for the following reasons Permit No. :7 Date Issued THE COMMONWEALTH OF MASSA�MtTS y Entered it computer: des PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLIs I&SACHUSETTS , •,1�. t; ` Zfp�lication for i� lO dY:^ pgtCTTY �OI�S�trUG ID-TY Cr11Yit JJ Application fora Permit to Construct(3C )Repair( .Upgrade( ).Abandon( ) Complete System O Individual Components Location Address or Lot No.( o } t-kc 6s k rvi Ile Owner's Name,Address and Tel.No. v,c./'aex,rt14r rcli Assessor's Map/Parcel mog 6/c le4alk Ave. Installer's Name,Address,and Tel.No. Jp G~ dr'F-? Designer's Name;Address and Tel.No.5e*-,721— 750d, le xf kjf 79 Ake J' G Type of Building: ./ Dwelling No. of Bedrooms cur Lot Size ZQ15Z�' sq. ft. Garbage Grinder410) Other Type of Building No. of Persons Showers( ) Cafeteria( ) ` Other Fixtures Design Flow /10 �� c/+ ► gallons per day. Calculated daily flows gallons. Plan Date IZ-2• ?.;00.4 Number of sheets Otte- Revision Date Title 5,C;hc- Su s km Plat% - 1 SO Fbr,kAe- leo4co Size of Septic Tank 1960 era l lc4i5 Type of S.A.S. FI cod i&C,13 lol x Y01 U)�� a - Description of Soil: �� �r .5-mil 10SS Col p k n (9-12-762 Nature of Repairs or Alterations(Answer when applicable) Date.lastlinspected: - 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 5 of the Environmental Code and not to place the system in operation until a Certiff- Cate of Compliance has been issued by,fils B.dard 6f 'ealth. Signed '`'i, `. Date Application Approved by ( Date Application Disapproved forte following reasons Permit No. -- 77 Date Issued 42, 7 ZEI THE COMMONWEALTH OF MASSACHUSETTS ` BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed ( )Repaired ( )Upgraded ( ) Abandoned( )by �. at has been constructed i accordance/ with the provisions of Title 5 and the for Disposal System Construction Permit N . �� �?dated �C �71G Installer Designer The issuance of thus p permit shall not be construed as a guarantee that the sr wt function a desi nedr. Dates ( !/J Inspector g J No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE. MASSACHUSETTS Di.5posar *p$tem Construction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at < t`" D� � and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions._ Provided: Construction mus be c mpleted within three years of the date o this pe, t Date:_,--�y 7/� Approved b�}'--. Town of Barnstable Regulatory Services Thomas F. Geiler,Director ' BARNSTABLF. Public Health Division 39. 9a i3�9. 10� 16 Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: (e Z 20/a Sewage Permit# 200,�r- Sl7 Assessor's Map/Parcel I16 d3lo Installer& Designer Certification Form Designer: 51<,gy4 A. CJ,I$n„ i? E'. Installer: 1,4 la coop i s i Address: a.,xk,- - MW Address: 37f .bra," A.Qp 78 Opt-Ah %I, {4yoonvi1-5 6Z56 3 On Iz h l2oag Tad o"*1 s i was issued a permit to install a date) (installer) septic stem at a !�« / based on a design drawn b P Y /SD P ,^ Rogxf, Oss/cr-di/t g y (addres's) A Gel/'/sari dated /2 Le12001, (designer) _ I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Stripout(if required) was inspected and the soils were found satisfactory. P�,IH OF f, STEPHEN �G I er s Signature) ALLYN MNLSON LD No.30216 TEREO esigner's Signature) (Affix i� ere) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. gAoffice formsWesignercenification form.doc ��2oo�r- 038` o'Z� TRANS.NO.: CITY/TO WN: APPLICANT: ��cuat r3�wn tcorcp,' - ADDRESS: /So w✓ l ..- /tea.a0 DESIGN FLOW: �if0 gpd REVIEWED BY: DATE: N/A OK NO Legal boundaries denoted [310 CMR 15.220(4)(a)] Street,Lot,tax parcel number and lot number noted on plan [310 CMR 15.220(4)(u) Locus Provided [310 CMR 15.2204(t)) t/ Plan proper scale?(1"=40'for plot plans, 1"=20'or fewer for components) 310 CMR 15.220(4) Easements shown 310 CMR 15.220(4)(b System located totally on lot served [310 CMR 15.405(1)(a) for upgrades]-if not, a variance is required [310 CMR 15.412(4)] Location of impervious surfaces (driveways,parking areas etc.) [310 CMR 15.220(4)(d)] Location all buildings existing and proposed 310 CMR 15.220(4)(c)] Location and dimensions of system components and reserve areas. [310 CMR 15.220(4)(e) System Calculations 310 CMR 15.220(4)(0] daily flow J septic tank capacity(required andprovided) soil absorption system(required and provided whether system designed for garbage grindei North arrow [310 CMR 15.220(4)( ) Existing and proposed contours [310 CMR 15.220(4)( )] Location and log of deep observation holes(existing grade el.on each test) 310 CMR 15.220(4)(h)] ►� Names of soil evaluator and BOH representative [310 CMR 15.220(4)(h) and(i)] Location and date of percolation tests(performed at proper elevation?) [310 CMR 15.220(4)(i)] Percolation test results match loading rate? 310 CMR 15.242 Certification statement by Soil Evaluator 310 CMR 15.220(4)0)] d/ Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3)and 310 CMR 15.220(4)(n)] Address /eta 6 ca . /`?c/ Sheet 1 of 7 I N/A OK NO Location of every water supply,public and private, [310 CMR 15.220 4 within 400 fee t of the proposed system location in the case of surface water sup plies and gravel packed public wa ter sup ply Y within 250 feet of the proposed system location in the he case within 150 feet of the proposed system location in the case of private water supply wells Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMR 15.211 and any.catch basins located within 50 ft. 310 CMR 15.220(4)(1) Water lines and other subsurface utilities located [310 CMR 15.220(4)(m) (if water line cross see 310 CMR 15.211() 1 ) Profile of system sho.vulg ilivert elevations of all system components and the bottom of the SAS [310 CMR15.220(4)(o)] Stamp of designer [310 CMR 15.220(1)and 310 CMR 15.220(2)] Stamp of Registered Land Surveyor(required if construction activities within 5 ft.of lot line) [310 CMR 15.220(3)] Test Holes adequate o two in each of the primar y and reserve unless trenches as permitted in 310 CMR 15.102(2)or as approved for an upgrade under LUA at 310 CMR 15.405(1)(k)] Test hole adequate to demonstrate four feet of suitable material? [310 CMR 15.103(4) Test Holes adequate to confirm adequate groundwater separation? 310 CN1R 15.103(3 Benchmark within 50-75'of system [310 CMR 15.220(4)( )] C/ Materials specifications noted? [various sections of 310 CMR 15.000 System components not>36"deep(unless Local Upgrade , Approval or LUA requested) [310 CMR 15.405(1(b ] Address JSO rkcr 15�lc'r�j, / Sheet 2 of 7 I _ N/A _ OK NO �,�`.�': ..>�"�a _:a '4^.,—..s,�-�w''�`£.`.- _ �.�� '�-•sc�. ..' '--w�_.�,���m�m � ^'.,. � ..mow. y,�: , Size OK? 310 CMR 15223 1 Inlet tee located ten inches below flow line 310 CMR 15.227(6) Outlet tee 14" or 14" +5"per foot for increase ft depth[310 CMR 15.227(6)] t/ Outlet tee with gas baffle or approved filter 310 CMR 15.227(4) 1/ Note regarding installation on stable compacted base[310 CMR 15.228(1) Separation between inlet and outlet tees(no less than liquid depth) 310 CMR 15.227(2) Inlet/Outlet elevations at least 12"above high groundwater (except as described 310 CMR 15.227(5))or permitted for upgrades under LUA 310 CP.1R:15.405 1)(k)] Minimum cover 9" (Tanks buried more than 9"must have risers on all openings and on the d-box) [310 CMR 15.22280)and 310 CMR 15.232(3) Three access covers(inlet and outlet must be 20"or greater)- middle access at least 8" (by 7/07) [310 CMR 15.228(2)] ✓. Acc ess to within 6 of grade -one port for systems<1000gpd, two f >or syste ms s 1000 gpd [310 CMR 15228(2 All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] > 10 ft from building foundation [310 CMR 15.211(1)] Buoyancy calculation Required/Done[310 CMR 15.221(8) 9-20 Where appropriate? 310 CMR 15.226(3) Setbacks from resources 310 CMR 15.211] '' "s'saYWIG a�sE1r- ' F.�.. "y "g...' `'';' { +�'1�v5'c�R �'^S.Zrc^ 'Y ✓'h..r r — Required when other than single-family dwelling or flow>1000 d [310 CUR 15.223(1)(b)] !/ First compartment 200%daily flow; Second compartment 100% daily flow [310 CMR 15224(2)and (3)] "U pipe through or over baffle,outlet of each compartment with / gas baffle or approved filter[310 CMR 15.224(4)] v Address f5ff ��.rra0 �ivi/Lc Sheet 3 of 7 I i _ N/A OK NO Oat Located at least ten feet from any water line?[310 CMR 15.222(2)] 1/ Disposal piping at least 18"below water line(when water and sewer cross, see 310 CMR 15.21 l(1)[1]) Cleanouts required/provided? [310 CMR 15.222(8)] Thrust blocks specified in force mains?310 CMR 15.221(6)(c) Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable 310 CUR 15.222(6)] Proper pitch on all runs?(.005 within gravity-distributed trenches and beds) 310 CMR 15.251(9)and 310 CMR 15.252(2)(c)] Siphonproblem/ leachfield below pump chamber) Endcaps or vent manifold s^ecified? Size and orientation of discharge holes specified?(not smaller than 3/8"not larger than 5/8") [310 CMR 15.251(8)and 310 (� CMR 15.252(2)(b) Materials specified (310 CMR 15.251(5) specifies various pipe types allowed) Stable compacted base [310 CMR 15.221(2)and 310 CMR 15.232(2)(a) Splash plate or baffle tee required on inlet/provided?(when pressure sewer to d-box or steep pitch of gravity sewer) [310 CMR 15.323(3)(a Riser if deeper than 9" [310 CMR 15.232(3)( Inside minimum dimension 12" [310 CMR 15.232(2)(b)] Minimum sum 6" 310 CMR15.232(3)(e)] Vol— Watertight cover if QOOOgpd);waterproof manhole if>2000gpd 310 CMR 15.232(3)(d)] Capacity(emergency storage above working=design flow)?[310 CMR 231(2)] Proper setbacks [310 CMR 15.211 (same as septic tanks)] Watertight 20-in minium access manhole at least 20"MUST BE TO GRADE 310 CMR 15.231(5)] Service components accessible(not too deep with piping, disconnects accessible) Alarm floats-alarm on circuit separate from,pumps specified? Exceeds two units must have two pumps operating in lead-lag mode. [310 CMR 15.231(6)and(8) Stable Compacted Base [310 CMR 1-5.221(2)] Buoyancy calculations needed?Provided? [310 CMR 15.221(8) Address , Sheet 4 of 7 A OK NO Calculations correct? 4 feet of naturally occurring material demonstrated?[310 CMR 15.240(1)] Required separation togroundwater? [310 CMR 15.212)] Aggregate specified as double washed [310 CMR 15.247(2)] System Venting required/provided?(system under driveway or >36"deep) 310 CMR 15.241 Inspection ports specified and within 3"final grade? [310 CMR 15.240(13)] Breakout requirements met?(No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and (� Guidance Document X ME Chambers and Gal.in trench configuration supplied with inlet every 20 ft. 310 CMR 15.253(6 Each structure with one inspection manhole(if>2000 gpd must be tograde) 310 CMR 15.253(2 Aggregate 1'minimum-4'maximum. [310 CMR 15.253(1)(b) 2'sidewall credit maximum 310 CMR 15.253(1)(a In bed confi uration, inlet evely 40 s . ft. [310 CMR 15.253(6) Width 2'minimum 3'maximum 310 CMR 15.251(1)(b)] 100 feet-maximum length 310 CMR 15.251(1)(a) Minimum separation 2x effective depth or width whichever greater(3x if reserve between trenches) [310 CMR 251(1)(d) Situated along contours 310 CMR 15.251(2)] Breakout OK? 310 CMR 15.211(1) 4] and Guidance Document] 15d minimum 2 distribution lines [310 CMR 15.252(2)(a)] Maximum separation between lines 6' [310 CM R15.252(2)(d)] Maximum separation between lines and outside of bed 4' [310 CMR 15.252(2)(e) Aggregate depth below discharge pipes 6"minimum, 12 f maximum. [310 CMR 15.252(2)( ) Separation between beds 10'minimum. [310 CMR 15.252(2)(0 Bottom area used.in calculations only 310 CMR 15.252(2)(i) Address /fit r4cr1-2 P, Sheet 5 of 7 i _ N/A OK NO Pressure Dosed System ? Provided pump and piping calculations as re wired (310 CMR 15.220 4)(r)] Pressure dosing required on all systems>2000gpd or alternative systems under remedial approval [310 CMR 15.254(2)and I/A Remedial Use Approvals] If used in gravelless system-make sure jet is directed as not to scour soil interface Guidance Document v' Inspections once per year(systems<2000 gpd)or quarterly (>2000 d)good to note on plan 310 CMR 15.254(2)(d Construction in fill -Did the plan specify that the fill shall meet the specification of 310 CMR 15.255(3)? Impervious barrier and/or retaining Wail?ul�uidance Document Impervious barrier installation must be supervised by designer[310 CMR 15.255(2)(b)] Retaining wall must be designed by Registered Professional Engineer 310 CMR 15.255(2)(a)] Side slope not exceed 3:1 ? 310 CMR 15.255(2 Breakout requirements met? [310 CMR 15.252(2)and Guidance Document] At least 5 ft. from impervious barrier to edge of SAS (10 ft. recommended) 310 CMR 15.255 (2)(e)] OWN M. Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface L try m aua ^ . Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? 1� Is the technology being properly applied and does it meet all DEP Approval Conditions? Is there a note on the plan regarding the requirement for erpetual maintenance agreement? Any alarms involved on separate circuits Did the applicant submit an operation and maintenance manual? t0 Has applicant submitted a copy of a maintenance ME w,. Are the variances listed on the plan? [310 CMR 15.220 (4 O] RLS Stamp necessary on plan if a component is within five feet of property line[310 CMR 15.412(4) New construction or increased flow proposed- [Refer to 310 CMR 15.414] Address / P&,r- .f rot Ar Sheet 6 of 7 w N/A OK N Is the system in a Designated Nitrogen Sensitive Area(Zone H for a public supply well)? [310 CMR 15.214,310 CMR 15.215 and 310 CMR 15.216-also refer to Policy regarding upgrades of such 9/ existing systems] Is the system proposed on the same lot as served by private well? 310 CMR 15.214(2)] Are the nitrogen loads proposed in compliance?[310 CMR 15.216(1 �. a'"'jfslk'� ��4ne�` H^r.T * Pumping to septic tank? [310 CMR 15.229 Shared System [310 CMR 15.290 Address l5d �i r /�d ® fie�ra`ti Sheet 7 of T. ?.4f clzxn Nk. Cwo o CT — — f - �tJ c �3 F _._.__ _� T w cam. MEC O E nvironmental 8.6.iViCeS, InC. { 1 119 Washington Street Weymouth MA 2189 CV0Tel 781.331-6446 Ceti--��� 1 w Fax 781.331.4666 Commonwealth of Massachusetts Title 5 Official Inspection Form ` Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 150 Parker Road M Property Address Geraldine Gresh Owner Owner's Name information is required for Osterville MA 02655 every page. City/Town — J 9, 2009 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. 'mp°'rta"t When filling out A. General Information forms the computer, r, use 1. Inspector: ✓ !Q only the tab key to move your Fred Swain cursor-do not use the return Name of Inspector _ key. Wind River Company Name r� 1958 Broadway -- — Company Address Raynham MA 02767 __ City/Town State Zip Code 1-978-562-4500 _ 651_ 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, .346f Title 5 (310 CMR 15.000). The system: i t ® Passes ❑ Conditionally Passes ❑ Fails El Needs Further Evaluation by the Local Approving Authority F s -� -M z2 " _ July 9 2009 1 o /- spector's Signal ure Date ----- The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. l5ins•09/08 rill Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °w 150 Parker Road M Property Address —_ Geraldine Gresh Owner Owner's Name information is required for Osterville MA 02655 July 9, 2009 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: Recommend to service tank yearly. Recommend to install a filter on the outlet of tank 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•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 7M 150 Parker Road Property Address Geraldine Gresh Owner Owner's Name information is required for Osterville MA 02655 July 9, 2009 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).- El broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ 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 150 Parker Road Property Address — Geraldine Gresh Owner Owner's Name information is required for Osterville MA 02655 July 9, 2009 every page. Cltylrown 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 ❑ E 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 %day flow t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 150 Parker Road Property Address Geraldine Gresh Owner Owner's Name information is required for Osterville MA 02655 July 9, 2009 _ every page. CltyfFown 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 El El 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•06/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 150 Parker Road Property Address Geraldine Gresh Owner Owner's Name information is required for Osterville MA 02655 July 9, 2009 every page. Cltyrrown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (if they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information.,For example, a plan at the Board of Health. ❑- ® 'Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): 4 Number of bedrooms (actual): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440 15ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °M 150 Parker Road _ Property Address Geraldine Gresh Owner Owner's Name information is required for Osterville MA 02655 July 9, 2009 every page. City/Town D. System Information State Zip Code Date of Inspection Description: Number of current residents: 2 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 years usage (gpd)): 39,726 gpd Detail Verbal usage from water department; 2008-2,000gallons; 2007-22,000gaIIons. Total 29,000 gallons/ 730=39.72 gpd. Has been vacant for one year. - Sump pump? ❑ Yes ® No Last date of occupancy: currently { ogled 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? El 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•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 150 Parker Road Property Address Geraldine Gresh Owner Owner's Name information is required for Osterville MA 02655 July 9, 2009 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Homeowner Was system pumped as part of the inspection? ® Yes ❑ No If yes, volume pumped: 1500 gallons How was quantity pumped determined? Sight tube on truck Reason for pumping: Inspect tank integrity 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): t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 150 Parker Road M Property Address Geraldine Gresh Owner Owner's Name information is required for Osterville MA 02655 July 9, 2009 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: System is 17 years old; was installed May 5 1992. Information per homeowner records. Were sewage odors detected when arriving at the site? El Yes ® No Building Sewer(locate on site plan): Depth below grade: 1'6" feet Material of construction: ® cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: Town water feet Comments (on condition of joints, venting, evidence of leakage, etc.): Building sewer in good condition. Septic Tank (locate on site plan): Depth below grade: 17' 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: 10 x 4.5 x 5 Sludge depth: 12" 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 150 Parker Road Property Address — Geraldine Gresh Owner Owner's Name information is required for Osterville MA 02655 every page. City/Town July 2009 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 16 Scum thickness 1 . Distance from top of scum to top of outlet tee or baffle $ Distance from bottom of scum to bottom of outlet tee or baffle 27 -- - i How were dimensions determined? Tape measure/sludge judge Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): No evidence of leakage. Recommend to pump tank yearly. 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-09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 150 Parker Road Property Address — Geraldine Gresh Owner Owner's Name information is required for Osteryille MA 02655 July 9, 2009 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 El fiberglass ❑ polyethylene El other(explain): Dimensions: Capacity: - --.- ' gallons Design Flow: 1 gallons per day Alarm present: ❑ Yes ❑ No Alarm level Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments.(condition-of alarm and float switches, etc.): ' Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•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 wM 150 Parker Road Property Address Geraldine Gresh Owner Owner's Name information is required for Osterville MA 02655 July 9, 2009 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 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.): Installed line levelers. Distribution box is 39" below grade. Distribution box size is 16x16. r 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 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 150 Parker Road Property Address -- _ Geraldine Gresh Owner Owner's Name — information is required for Clsterville MA 02655 July 9, 2009 every page. Cityrrown 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: 20x20 ❑ 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.): 20'x 20' leaching area with four infiltrators with stone. Good sandy soils. Used camera to visualize from distribution box out to infiltrators; found dry at this time. 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/o8 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 150 Parker Road Property Address Geraldine Gresh Owner Owner's Name — information is -- required for Osterville MA 02655 July 9, 2009 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (locate on site plan): Materials of construction: 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 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 150 Parker Road -_- Property Address Geraldine Gresh Owner Owner's Name information is required for Osterville MA 02655 J� 9, 2009 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system,including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below _drawing_attached_s.e.aaratel.v_ Garage dw clean shrub O inlet 12"bg O A dw C outlet 3"bg D dbox 39"bg dw B 20' porch water line 20' A - C=20' B-C=34' A-D=33'6" B-D=356" 15ins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 150 Parker Road Property Address Geraldine Gresh Owner Owner's Name information is required for Osterville MA 02655 every page. City/town July 9, 2009 State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 11' 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: Obtained information from 171 Parker Street test hole. ❑ Checked with local excavators, installers -(attach documentation) ❑ _ Accessed USGS database-explain: You must describe how you established the high ground water elevation: Obtained information from test hole at 171 Parker Street dated September 15, 2003. See attached copy of percolation test. 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 Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments n,M 150 Parker Road Property Address --- - --- Geraldine Gresh Owner Owner's Name -- information is required for Osterville MA 02655 every page. City/Town Jul 9, 2009State 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 } !Sins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 THE FOLLOWING IS/ARE THE- BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I M �C&'L DATA � . I I ' ' . . . I I . I .. I � I .t� f.. ` i.3 . . x t Z .. .. "t tizi t 4i � ,, K 5...; P i y T t S ,� `Y q yS«7 l F,.. ' i. 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Subject: P - i z , 7a z / So �a�Lccr r1aP �OS�crci�/gyp Date: i/T�? 9 We are sending you ®Attached ❑Under Separate Cover The following documents: ❑Prints❑Order of Conditions El Variance Approval❑Recording Slip ❑ Septic System.Permit ❑Notice of Intent Other DATE QUANTITY DESCRIPTION OOLP z These items are transmitted as checked below: ❑ For Your Use ❑ As Requested ® For Your Files ❑ For Review and Comment ❑ For Recording As Required Other: un Additional Distribution File No. 2-004-03$;OZ— Baxter Nye Engineering&Surveying Phone: 508-771-7502,ext.13 78 North Street,3`d Floor Fax: 508-771-7622 Hyannis,Massachusetts 02601 E-Mail:swilson@baiter-nye.com TransmitWLctter5.d0c Town of Barnstable P#—12 f 7 (o ynr rok�o� Department of Regulatory Services T BARNSTABLE. ' Public Health Division Date // b !4 y MARS. 059. � 200 Main Street,Hyannis MA 02601 �PrfD MPI Date Scheduled o Time o V'1 Fee Pd. vu — Soil Suitability Assessment for Sewage isposal Performed By: dt 11 y P.ie , Witnessed By: D,v t` r tv. f� � p LOCATION & GENERAL INFORMATION Location Address 1570 Owner's Name ba'J'A f3PuY1 AveAQ J� ! /G.r r�alc �S}Ta V i ILp— Address Assessor's Map/Parcel: Mop 11G.j .PG 1 Zfr 7 Engineer's Name ��u� LO,I so- NEW CONSTRUCTION _� REPAIR Telephone a 50 . *7-7 ,7 U<JZ Land Use _ V`C S t t;�d h n.( Slopes(%) 0 2 Surface Stones e)Oil Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way` 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) . - - - WJ 1.6 PARC0.Bb WA YAP.iiB IARC6 BJB BBB uAP t1B PMCIt.O]B OOC I _ I x/ P wnnA TOMS . Vro w.Y RLu.OR N xA»RB - BYAS yxttABBfx,RR ...... ......... gum ' h1 I 1TP�L ----------- gg cars r� ' r :a --� e r3 a i a l I p i U0 o • i 8 's I, g --/ ,. ------------- __ Parent material(geologic)qa r—,g O A t Jc sk Depth to Bedrock Depth to Groundwater:Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: 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 N Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date flhl Time /o,00 M - - - - Observation .� Hole# Time at 9" 402 16� Depth.of Perc Time at 6" f !O f� Start Pre-soak Time u l I Time(9"-611) 3 mre End Pre-soak Rate Min./Inch 7 vrtw Ina. Site Suitability Assessment: Site Passed�_ Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the f Barnstable Conservation Division at least one(1)week prior to beginning. Q:HEALTH/W P/PERC FORM _ II DEEP OBSERVATION HOLE LOG Hole # 'L _ Depth from F Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistmicy ° d:y n h ��y 1.ocs«n 1,0�iQ 31Z v fi It It ✓�v.cll�j t„uaw. 10 Y►Q V,/(o DEEP OBSERVATION HOLE LOG Hole # 2 Depth from Soil Horizon Soil Texture ` Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, on ' a %Gravel) 5r4NJD 2,0�=2 9' So,ot �.oa wl 1 O Y✓z 3/3 — Z�a 3s/i �eN,2 loe." /oy2 's/S_ Go `-lNy` CZ Mid, S. to yrz 7/y . DEEP OBSERVATION HOLE LOG Hole# 3 Depth from. Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA). (Munsell) Mottling (Structure,Stones,Boulders. Consistencv,%Grovel) -)4 YK DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders: Consistency,° Gravel) Flood Insurance Rate Man: Above 500 year flood boundary No Yes Within 500 year boundary No X Yes --- Within 100 year flood boundary No Yes. Denth of Naturally Occtirrin¢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? If not,what is the depth of naturally occurring pervious material? Certification I certify that on &it (date)1 have passed the,soil evaluator examination approved by the Department of Env rotunental Protection and that the above analysis was performed by i consistent with the required training;expertise and experience described in 310 CMR 15.017. Signature Date Q:HEALTH/WMERCFORM ` v 3 9,'d 2) TOWN/OF BARNST'ABLE LGQZATION r5� 1pa-111(fP1 i VILLAGE d S V r 1( ASSESSOR'S MAP & LOT /� • G�� INSTALLER'S NAME & PHONE NO. f 6LLt l gac-ple.1), SEPTIC TANK CAPACITY LEACHING FACILITY:(type) `7 j:lV Fly (size) :'NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER , DATE PERMIT ISSUED: �'� ,Z DATE cbmPLIANCE ISSUED:- VARIANCE GRANTED:. Yes No b No.9 .-.L !..� Fics......... ...... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE Appliration for Disposal Works Tonsirnrtion Vamit Application is hereby made for a Permit to Construct ( ) or Repair (K an Individual Sewage Disposal Syst at: n Locati d ss or. No. .. ��..d-wi ._ - .... ................................ . J OW . - Owner Address a � f �.� .. Installer Address S feet � Type of Building �� �� Size Lot........................... q. V Dwelling—No. of Bedrooms__...'T.................................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building ......... No. of persons............................ Showers — Cafeteria GaOth r fixtures -----•-------------------------------------•-•-•-- . ----- ------------ --------- W Design Flow..... __ .__._l.f. ?__ ._.___._gallons per person per day. Total daily flow.___ ... .. Ions. WSeptic Tank—Liquid capacity gallons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area---- ---------------sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leachi area............/:.....sq. ft. Z Other Distribution box ()Q Dosing tank ( ) ^Z0K `Z® X Zt.A fr/247-64S- Percolation Percolation Test Results Performed by.......................................................................... liate........................................ Test Pit No. 1________________minutes per inch Depth of Test Pit.................... Depth to ground water........................ Pr4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P+ -------•-----------------------------•-------•-------------•---.....--------•---••-•••-----•---••---......................................................... 0 Description of Soil...............................................................................--------------------------------------•------•-•--------•--------...................... x U ----••---••-•-•--•••----------•------•----•-•...........................•---------------------•---------...----••-•----------------------------•...--------------------------------•-.._...------------. W ---•------------------ ----------------------------------------------------------......-•--•---•--•• ---------- - ----------- ------•-•--------- -•---------------•--- - U Nature of Repairs or Alterations—Answer when applicable. ._... ®.X_. ________________ 4eACA-- `- -j.t.1 t- ....................................................................•-••-----.................................................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environ tal Code—The undersigned further agrees not to place the system in operation until a Certificate of Com li has bee sued by the board f health. d ned --- -.. - ------------------------------ .� — ApplicationApproved y -------- --------------------------- -1- --..-------- ---...-----------.. . ..---- --------------------------------.........---------- ---- --- ... Dace Application Disapproved for the following reasons- ........................................................................-----------------............................................ Permit N .. ��-- . ............................ Issued ....... ZC� Z--------------- Dace------------------- Dare �J '4 No.k_-.! ..�° Fps... ............. THE COMMONWEALTH OF MASSACHUSETTS - - BOARD OF HEALTH TOWN OF BARNSTABLE - Appliratiun for Disposal Works Tons rnrtiun 1hrmit Application is hereby made for a Permit to Construct ( ) or Repair (K an Individual Sewage Disposal Syst at: Local or No. ---------- d -•----� - ---------------------------- ---------------------------------�-/1�: No ....-- -- Owner Address w v� i aus- ! � -----•---•-••-------------- ---•----•-••------•-- `�1�s?.t�C �C !..---------............:..........-•---- Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms_______ ________________________________Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) dOth r fixtures ----------_-- ------•------•••••--•-•••••••----•••.••-•••......--•------••-•---•-- Design Flow...... .. . .....l O gallons per person per day. Total daily flow.._./_�_.._._� Ions. WSeptic Tank—Liquid capacity gallons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area.....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leach} area..........�.._.sq. ft. Z Other Distribution box (K) Dosing tank ( ) Z©X 2C� u5/ ZOA, /.*froAu aPercolation Test Results Performed by..................... .................................................... Date........................................ a Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water......................... 9 •-••••••--••----------------•••---•••••••----•••....--•••-•-----•-•.._._..------------------------.....------------....------...---••-•----....-----•... ODescription of Soil..........---------------------------•----------------------.......----------•------------•-----•--•-•--------------...----------••----•-......•-••••••........--•- x U W •••••••••-••----------------••-••--------•--•-••-••••-......---••---•-•••................................ U Nature of Repairs or Alterations—Answer when applicable_ ����+�./I!j _. ............................. C.eW".---'�/- ---/-A)/71-14-7D/ 5------------------------------------------------------------------------------------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environ tal Code—The undersigned further agrees not to place the system in operation until a Certificate of Comp om i c has bee sued'by the boar�f health. Sil] d --- ------- ---- ------------- -------------------------------------------------------- Application Approved )may -`-.---��----- Application Disapproved for the following reasons- --------------------------------------------------------------------------------- =.......................... --------------- --.......... . / Date P.ermit No � -< .................. Issued ........ S ........ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Cex#tf rate of (fantylianre THIS IS TO CE hat t vidual Sewage Disposal System constructed ( ) or Repaired (� ) by1 �<..( S.I'/..f .Q------------------------------------------------------------------------------------------------------------------ -- Installer at .-----------1 --------- -- `el ..... . ....... ...............------------------------------------------------------------------------ has been installed in accordance with the provisions of TITLE 5 of The State Environmentali�_ de as scribed in the application for Disposal Works Construction Permit No. .......�`Z..�..�.�p. .......... dated .. .Z.�� --�- -------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE AS A GUANT THAT THE SYSTEM WILL FUNCTION SATISFACTORY. � "I) DATE.................�, .` _.. '"' �� Inspector .................................................................................................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE - tu�ru orkfi4onotrudion f amit Permission is hereby granted............ / ...... "�'1�.�.L�..`. 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III■n1I1■n11 mole ■■■ ■■■ ■■■ Imllllll■ ■■■ ■■■ ■■■ I■n ■■■ ■■■ II■Ilill■Illmli II 11 nllimilimill (IIIIII �■� 1■� IIIIIIIn ���I IIIIIIIII II I IIIIIIIIIIII IIIIIIIII■III 1111■lill ■■■ ■■■ ■■■ Illlr01111 ■■■ ■■■ ■■■ I■I■ ■■■ ■■■ III■IIIII■111■I■I II ■I IIIIl1I1■Iilll■I - ■n1I1 lumen ■■II IIIIIIIIII I ■ II I■IIIIIIIII■IIIIII■IIIIII f11I1■11 nllll■IIIII IIIII 111 ONE IIII■IIIII■lil■IL_ _-_i�ll■IIIII■Iillll ' • 1 ■■1 1■� IIII In■nn III III It ■III■IIIII■IIl■I■In■I■i11I1■IIIIII ------------- rn I ---- I ---�ur�i_-__---.-.��r���n�nlulll■IIIII■(-iII■IIIf1l■1111------ IIm11 - IIIII IIIIII- 11111�II■IIIII■III�I■IIlIm1■ I i�l� nln' n1111" IIIII■IIIIIIIIII■IIIIIIIIII■III pIn1II ►/(■IIII L=_: �I III IIIIII IIIIII IIII11111I11III II III■Irlil■n IIIII■IIIII■III I I Ifil■III■I■III�I��■■Illfll■111■I■IIII I I I■IIIII■III 1111(L1 II II II,`I I I I 1111 I I I.I 11 II 1 1 II I II 1 p 1 II I'�ii��I■�ni'1I11I1■IIIII■II I I I I I� oil-lll i 11I!I LI III II noel■nIII■111111■Illfll■nl'���tl■Illfll■nlfil■ni111■111111■IIIII■f I I,I I!�!I III!f Ilill■illll■il in1111■nlll■I �■�1��'==_-=-_ __-_==_=- �m rms_ @l Ilminmmmnlll■nr_�.II■lumnlmmmlmmmm .....,_.....�®®..�.r.....r....� ■ h'I� 1�1 !: ®�■lit.'�II a ■�■®fi•1� GENERAL NOTES: -Owners and general contractor shall review all plans,notes and specifications SYMBOLS LEGEND: 2 2 prior to construction. -G.C.must comply to all state and local codes,laws and regulations �,3.J Door tag(see schedule) MIN.3o"x'56'`F -All dimensions to be verified in field. PccE55 AREA F6 PSO��E MASTER5TR IWn M -G.C.to verify all existing site conditions. Window tag(see schedule) -All on site work to be overseen by licensed contractor. ILE3" -Electrical,HVAC and plumbing plans to be provided by licensed consultants. © Combination carbon monoxide/ c E I -All paints and finishes provided by others. smoke detector - - -All specifications to be verified by owner and contractor. ® Photosensitive smoke detector r ILL ❑ WALK N = -Exterior window casings provided by designated lumber yard. -Fire stopping required-shall cut off all concealed openings,minimum 2" 55° 135°heat detector _ nominal lumber required. @ _ -See table 2305.2 of Massachusetts State Building Code for fastening schedule. F L Fan/light 6�n�o 2x6 WALL OM #4 T orrice onu ® -_-_- _ FLOOR PLAN NOTES: INTERIOR STAIR NOTES: -2-2x10 headers above all exterior rough openings unless noted otherwise: El Maximum 8 1/4"risers y o ® 3 - -Closet shelves and poles by G.C. n Fn cASEF = -2x6 exterior construction. -Minimum 4"risers-Minimum isers ❑3 o rld -------- vao F Natural lighting for habitable and occupiable rooms shall have an exterior Minimum 36"high han drails = a = _____________________ c oar , q 12doz w/w p r 2 n Maximum 4 ballasts acm aoro C A�ovE F� " J12 rakL L glazing area of not less than 8%of the floor area.Half the required area of glazing shall be operable. ❑5 eo -Attic access panels shall be minimum of 22"x 30"with a clear height of 30". Q -Each bath and toilet room shall beequipped with a mechanical exhaust fan and 5' Iz'. �� 1 16'-5" _ associated ductwork @50 CFM if operated intemrittenly. LA EFElscu ne OP Y 5R Q = 0 3 p FEN WOOD MEra.6LLKFEAD - PFROOM#3 RAi PYGc. M19FOOM#2 - _ "110511-'_ Orr_ FOYER r MIN.30"x36" _ MIN.30"Y36" ALCE55 PAWL Aca55 FALL - Li 6' WOOP PECK 1 -5Sr5fOGRAMPYG.L, q = - AS FEk 9M LOWIVON5 - I - a A GE AM#� ,0 ® O " VWM KI1"CNEN 5�CON FLOOr\ PLAN +FINK-00tN LAYOff _ _ © _ 6YS11'FLIE FAn Ui OOM = ® - _ -8'-211 �INISN�CJ OILING N�GN1" a n WALK-IN D00�50V UL W1NPOW SCNERLU c MANUFACf1 mil;fO It SEILEC9913Y FAN1K'Y s"n4 OWNEK&G.C.) T 0 ® MODEL OY• fft Ott,-k01Y,NOMNING - CO o R: ❑ _ - L ❑ 9-0"x 7'-0"W/IS"51MLn5 @A IRFLE MILLION 5 10-0'x 5'-5 I/Z" BEAM CNARf - N - - 5'-0" M fl © .. `-----------J 5 -0 INTF5 RFeNal © CAS;M�Nr 2 3'-3' x3'-5' MEMf3Gk GEAR O p 10 svwvuu © � ( 2'-6' xr-0"INiEklak 17 @ 001I3LEM.ING s 3'-o x3'-5I/Z" LENGTH SFAN LaAnoN r p - IN - ® 6'-0"x7'-0"FITNLNAfMUM 2 O AWNING 2 T-4"x2'-9" I... 17'-0" 16'-0" MA591?XFk00M -------- -- - -------- - A rn A ,c� ❑ --------------- --------- ------------ - 5 I'-0"xT-0"INTERIOR I ❑ 8 iWW50MI1NIfA3M 2r6 WALL ❑ @ rgFl-E MUION 3 10'-O"x 5'-I I/2" 5 ff 5 EfA4FOES L L.Y.L.INLLIUE ANY L.V.L.GlkfSFELIFICAiIONS; T = _ SEEEEf AA FOR AI,L L GIRT LL'CAilONS SfEFS f0 Cd?ADE _ _ 3 �kICK REARM 6Y G.L. CLOkf `� _ 13k YOH15 © 2'-8"x 7'-0"6-CITE ENTRY O DOIDI:E M1NG ' �-� ,- �� PLL DEAM SIZES ORE i0 DE VE�F E Y A LILEN�D SiRNLTIRPL ENGINEEk, ASFEkSfr 1 DD - SFELF ABOVE - " " 7 2'-A"x 7'-0"IN IZI0k I O LN.QI-AfI0N5 Sl13MFfiED 6Y SAME. V 1 -------_-- ❑ G 5 MLIA-TY-CIMAk DIAMETER-1'-k" O -2"�-0"IN IX I O VME MILLION 2 6'.6"x 5'-I.1/2" CASED MUNII` _ W0XF&XH I OI 19OLMEMAJG _ 1 3'-0"x5'-I I/2" LAUNnpY 1.4 12INING�00M = RFNO oFENwooD = LIVING�OOM 10 c2)T-6"xT-0"D0L6LEIN MOOR 2 AWNING 3 2'-0"x2'-0' 0 W/ M PAL 6Y G.C. - II 2'-0"x T-0"INTUIOR I -PROF05E19 WNVGW 51ZE5 SFIPAM.FINAL 50-E9ILE DY G.C. 'b @ 9 _ 15R 12 1'-1011x7'-0"INTMOR I -6.L.fOVEkIFYR0UalOFENIN65WfHMWPCMR o -EV%510N JAMBS WJ109 FOR WINDOWS LOCKW IN. - Occ V R: ❑3 13 I'-2"x 7'-0"INTERIOR 1 2r6 ANF 20 FAkf ON5 ti LPD ❑ w TRNWM ALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING: O u. O O O 0 1.780 CMR,Seventh Edition of the Massachusetts State Building Code(one and two family dwelling code). = 2.WFCM,Wood Frame Construction Manual for one and two family 8' EpONT pO�CN 6 dwellings,.c. 20 edition. �� BYG 3.WFCM,Wood Frame Construction Manual guide to wood construction in -5TEF5 roGRArk A5 MR SITE c DY 6m S high wind areas for one and two family dwellings,120 MPH Wind Speed ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ SHEET 2 OF 7 F1P5f FOR, PLAN 9P_011 FIN15H OILING N�IC GENERAL NOTES: -Owners and general contractor shall review all plans,notes and specifications ALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING: prior to construction. 1.780 CMR,Seventh Edition of the Massachusetts State Building Code(one -G.C.must comply to all state and local codes,laws and regulations -All dimensions to be verified in field. and two family dwelling code). -G.C.to verify all existing site conditions. 2.WFCM,Wood Frame Construction Manual for one and two family dwellings,2001 edition. -All on site work to be overseen by licensed contractor. -Electrical,HVAC and plumbing plans to be provided by licensed consultants. 3.WFCM,Wood Frame Construction Manual guide to wood construction in high wind areas for one and two family dwellings,120 MPH Wind Speed -All paints and finishes provided by others. -All specifications to be verified by owner and contractor. -Exterior window casings provided by designated lumber yard. -Fire stopping required-shall cut off all concealed openings,minimum 2" nominal lumber required. -See table 2305.2 of Massachusetts State Building Code for fastening schedule. rn�ra ou raV FOUNDATION NOTES: DY G.C.A5 FU 5hE -10"concrete foundation wall pour unless otherwise noted. . f"""""""""""------j -Foundation concrete to be minimum 3,000 p.s.i.in 28 days. -All slabs to be minimum 3,500p.s.i. 3 -All footings to rest on undisturbed soil. . cow, -Foundation walls to extend a minimum of 8 above finished grades. ------------- opN'G ----- --- -Slabs shall be a minimum of 3 1/2"thick on minimum 4"gravel 12"4�5 CONG,FUR? -6 mil.poly vapor guard with joints lapped not less than 6"shall be placed 1z"n1A.coNc.FIL�en ' 50NOnM5 MIN.4'-0" I between base and slab. Lowe I -Garage slabs to be minimum 4"thick on minimum'4"gravel. = I I 2'-B",5 0t noo2 -Back fill shall not be placed until wall has sufficient strength. i Nor ON sCrEuu -Drainage systems to be provided around bottom of foundation to be drainage riles, gravel,crushed stone drains,or perforated pipes. -20"x 10"concrete footings with 2"x 4"key way under all concrete foundation jI walls minimum 4'-0"below grade. ------------- -- --- -- ---- - - — - ------------- -- ---- -- - --- I' -1/2"0 anchor bolts maximum 6'-0"o.c.and no more than 12"off comers. I - - NO 7PMbN PDOVE -Damp proofing required from top of footing to finished grade. r-----------------------—------ ------------------—----------------—--------------—-------- — VeAM r'ocr.Er pae�r, INTERIOR STAIR NOTES: -Maximum 8 1/4"risers -Minimum 4"risers -Minimum 36"high handrails -Maximum 4"ballast spacing 4-W 6IKf ON 5 RA,LALLY c b COLUMN5 ON CONOVE FOOM65 N- I ------—_—_—_________ _ FI.O FRAMWG R.J MAW A 1/2"VIA ANOIOR Pa.f5 Q �. _ JS) , _ 3 _______________ ____________ _ 2-2,65LL V ' =============_ ========___ __=______--__ A A [ M- " rsEArn ' I jrocef aZAM5 VAPY 10"FaI VA110Nre O WALL AfION DFAN50N JOWf WALL ~{ - - MIN.31/2"CONC.FLAP 2.4 CMN�KEYWAY [/���1 .d �uML FO YVA°OR 20'JO"CCWNLa6 ^ p - .MINA"GRAVEL CONadETE FOOLING MIN.4'-0"f%ELON CRAGS y N � �Ui l pOUI: a, o� L - ------------------- - ----- - -- - --- ---------------- ------------ ------------ - NOf f0 SCA E O u. w Q P6 -FOI1NPA110N VOIJR DE1, V FMMEK'5 FOIZCN I1 " 3 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- - ---- ---- -- -- - - -—_ - - ---- -- - - -- -- --- - ---- -- ------ ---' SHEET 3 OF 7 9 1/2"f4ds¢I6"O.C. ` I6'-0"5fOCK .. CLfWAN 6EAM#f I I I ---- aN 501L PIPE - f0 2,6 BEL j4N SOIL PIPE 9 0 2r6 DE I Box our AMNG PARfIWN5&[f M50ELOW FORCNIMI.EY - 5taR5 I _ 20 06"O.C. IANnING MY) . - i 9 I/2"fG.ls@lb"O.C. 9 1/2" O.C. I 20"0"5TOCK OPEN 20'-0"sTaK P.r.Z&@16"O.C. 9 1/2"TG.I.s016"O.L. - - 5"aEAR m FAR 15'-5"aEAR m 6-0"5fOCK - 10'-0"5fOCK - - - 9'-9"CLEa:XAN BEARING PPRfIiION BELINJ<2Yli EXiEPIOP WALL). - DEA�NGPARfIfIaNDELOW(2r6EXfEpGRWPLL) , 2-2 . W/ ` i otf�l!ki -E JOlsrs - no E J01sr I GANG WORMER .&ONG no"R -- --- -- -- -- --- - -- -- --- -- -- - N, -- --- -- EXIERIORPa:fI110N MEMORPARfKION - -' OBE J015f5 ffna _ O DLE JOISTS f19t01Y.N F.S.20 COLT.RIM J96f CA\hUVEREn MA - CANAL MV AREA LAG Da an EACH MY 2d2 GIRT DE OW -NO FLOOR FRAMING APOVE rHI5 5MON OF FRONf PARMER'5 PORCH 91/211r.G.ls@16"o.c. . s�cONn FVOOP FMMING PLAN I6'-0"Sfax 15'-k"MAX.S'aJ - PS..20 CONE.PNL'i J76f lAG PaTEP EALH 6AY GENERAL NOTES: FLOOR FRAMING NOTES: PCX 501L -Owners and general contractor shall review all plans,notes and specifications Conventional lumber framing system as noted. If2l. 2d2 GIRT DELOW FIRE- oprior to construction. -Rim joist to surround perimeter of framing system. -G.C.must comply to all state and local codes,laws and regulationsSolid blocking above all bearing partitions and girls. P.. stags -G.C.to verify all existing site conditions. -Double joists and hangers as required. N - " -All on site work to be overseen b licensed contractor. R II a Y • -See floor plans and foundation plan for all dimensions. o -Electrical,HVAC and plumbing plans to be provided by licensed consultants. -All paints and finishes provided by others. INTERIOR STAIR NOTES: O .All specifications to be verified by owner and contractor. -Maximum 8 1/4"risers 9 V z°r.G ls@l6"C.o -Exterior window casings provided by designated lumber yard. -Minimum 4"risers 16'-0"sraK -Fire stopping required-shall cut off all concealed openings,minimum 2" - -Minimum 36"high handrails _ 15'-a"aEARWAN nominal lumber required. -Maximum 4"ballast spacing. - - -See table 2305.2 of Massachusetts State Building Code for fastening schedule. DOX 501E A5 REO'n .... ... . ..... . 1 (� P.r2e cow.ewG os ALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING: O �" LPG 13CM12 EACH OAY 1.780 CMR,Seventh Edition of the Massachusetts State Building Code(one pa and two family dwelling code). F-� ao y 2.WFCM,Wood Frame Construction Manual for one and two family O u. dwellings,2001 edition. .... .......... .......... .... .......... .......... .... .......... .......... .... .......... .......... .... .......... .......... .... .......... .......... .... 3.WFCM,Wood Frame Construction Manual guide to wood construction in high wind areas for one and two-family dwellings,120 MPH Wind Speed PS.2- O.C. A4 e'-a"5fOCK , II\5T FI�OR, FIV VVIIN6 I LAN SHEET4OF7 20,@12"O.C. - GENERAL NOTES: , „CEILING PRAMINGNOTES: Owners and general contractor shall review all plans,notes and specifications -See floor plans for dimensions -- - - prior to construction. 201bs./sq.ft.live load -G.C.must comply to all state and local codes,laws and regulations -10 lbs/sq.ft.dead load z z -All dimensions to be verified in field. -K.D.spruce#2 lumber or better -G.C.to verify all existing site conditions. o n o All on site work to be overseen by licensed contractor. Electrical,HVAC and plumbing plans to be provided by licensed consultants. ROOF FRAMING NOTES: z r z -All paints and finishes provided by others. -Rafter sizes and roof pitch as noted. v All specifications to be verified by owner and contractor. Roof vents as shown - --------- - - - - -- --- - -- - - - ------- -- ----- - -Exterior window casings provided by designated lumber yard. -Ridge vents as shown(set ridge down 2"for proper air flow) -Fire stopping required-shall cut off all concealed openings,minimum 2"' -Water&ice barrier to cover all hips,valleys and one course_up from eave Bz�lb oc nominal lumber required. -Save and gable end overhangs by general contractor. 6'-0"5rOCK -See table 2305.2 of Massachusetts State Building Code for fastening schedule. -Minimum 35 lWsq ft.load support I -See typical cave details for roof tie down requirements I • . . _ LHMNEY.OLIT PKOlP117. , r A5 MIN.1" .. - I �OJIREn • ,. ; 42x106DElOW F61JS1 W/HANGERS DEAPJNG PA'I1fI0Ns s HEA7ER5 DEIOW ❑❑ DEAKING f'A TIC N5 s WAVERS DELOW _ a AM OLM1 J015r5 r0 51.�OLEJV- 2rBs@I6"O.L. . . .. 2rBs@16"O.L. 10'-0"STOGY - .6'-pI15rOCK- i - -• I- _ 3-ZdOsF61YiW/HANGERS r_ -- -- '- 3-2dOzE6115IW/KN4215 . - - ----- ---- -- ---------20. ----- .. I 20,@Ib". - 2d0ee16"O.L. I - �' :; • ,- ..j Y I I I I 20 rA65@16"O.c. - - - -- ---- - -- -- - - -- ---- -- -- ----- -- - --- - - - ----------- ----- - -- ----- -- ---- ------- ---- FOK 8"OJEpWJG . . - .. 2r8ze16"O.C. 7046"O,c. lb'-0"5TOCK .. 16,.-0I"5rOLK - • " *2xB CEILING J015r5c161!D•C•1NROIJGNOUf FPKIJ�R'S f'ORCN-, ' =FGRBILOJERFWNG'.- . 5H�P POPM�,AP.�A 20,@16"O.0 - C)L I1I-NG I MI:NG .��AN12 A CD .. MMIN 1"ARTALE 2d2 RIVGE W/CONf:VENT 2d2 laZZ W/cONr.VENT - _ . HJ 16-0"5rOCK _ x TT ' PMTR5Y5SM IZ 12 /I�IIII O� v z'o'sr ALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING: 2doe@16"O.0 ! 1.780 CMR,Seventh Edition of the Massachusetts State Building Code(one O a pj ZxlOz�'I6"O.C.,, zdOzel6"O.L. 2d0z�16"OL. .. 12'-0"STOCK 2xlOze161,O.C� 2dos�16 O.C. i and two-family dwelling code). ,,i// p O - 8'a'srocx 2 r sr z' " r 2.WFCM,Wood Frame Construction Manual for one and two family W w zdo��16^o.c. dwellings,2001 edition. B'-0°5rOCK 3.WFCM,Wood Frame Construction Manual guide to wood construction in high wind areas for one and two family dwellings,120 MPH Wind Speed 12 FAPM�P'5 pOPCH - - - Al ml_ ------- P 10'-0"5fOCK SHEET 5 OF 7 f?00F TAMING pLAN. GENERAL NOTES: 2x RAFTER @16"O.C. -Owners and general contractor shall review all plans,notes and specifications 2d0 RA°tER elb"O.L. - prior to construction. -G.C.must comply to all state and local codes,laws and regulations PLA511C IN%LA110N 5f0P -All dimensions to be verified in field. CONr ALUNdNIAe /// CONf.ALUMINUM // -G.C.to verify all existing site conditions. vEnnED npp EDGE // WNW"EDGEa — -All on site work to be overseen by licensed contractor. -Electrical,HVAC and plumbing plans to be provided by licensed consultants. -All paints and finishes provided by others. 2.8 CELWG.YilSfalb"OL. ' - hB FAscww/ -All specifications to be verified by.owner and contractor. S"x4"ALUMINUM hB FASCIA W/5".4° ' Exterior window casings provided b designated lumber yard. GUTTER 2K CEILING J015f ALUMINUM GUTTER - g P Y lo"soFIff 16"O.C. -Fire stopping required-shall cut off all concealed openings,minimum 2" 1-YPICAL�AV� _ pA5�P SAVE o"soFFlr SuyE,,/4 -r-o" nominal lumber required. -WATEWPDOFING(WATER&ICE -See table 2305.2 of Massachusetts State Building Code for fastening schedule. Ir2 DI.00KING 'WATERPROOFING(WATER&ICE V 6LOCKING 6AP.KIER)REQUIRED 24'.'LP FROM DARRIER)eQUIMP 24"LT'FROM - EAVE UNE - .. EAVE LINE - - 1WV VE 170'MJ5 REQUep WRE - -RAFTER 11E DO'AMS Toulep WWT. • -. JOINT CONNECTIONS AND RAPIERSJOINTCONNECf1ON5 AND RAFTERS AkE NOf PPKALLEL(5PAQNG NOf- - ALL CONSTRUCTION SHALL-COMPLY WITH THE FOLLOWING: z_ - AkE NOf PARALLEL(SPACING NOf TO EXCEED 46"ON CEN 90 - TO EXCEED 48"ON CENTER) -VE DOwv GONNEC11ON5 MQUIRED Build ing t St tt h M f th h Edition S 780 CMR. ,Seventh of Massachusetts State un Code one -11EDOWNCONWCfION5REQUMP Ar6EARINGWALL5FOVWI R5AND 1 g Cd � - . AT6EAk1NGWALL5FORRAFTERSAND ROOFTa55E5TOM55TWN2 - - _ - and two family dwelling code). ROOF TRU55e5 TO RE5 f WND FOUs 2.WFCM,Wood Frame Construction Manual for one and two family FORCES dwellings,2001 edition. 3.WFCM,Wood Frame Construction Manual guide to wood construction in high wind areas for one and two family dwellings,120 MPH Wind Speed ZJZ pDGE W/ CANT.VENT 12 `Z7 Y 2JOs @16"O.L. - 12 . 20'-0"5fOCK At11C 24Os@16"OL. C STOf?AG�) 16-0"5fOCK W RIDGE W/ 20,06"O.L. IN5U-A11ON 6AFFLE- COW VENf 0-0"5fOCK - i� `o - 12 12 G 27 %% - 10 • , 2JOs@16"O.L. 12'-0"5TOCK 13�P7 OOM#2 ao5 r I3moom#-I ATTIC 20,@16"O.C. -------; ^�G 6-C) 5fOCK 12 ACCESS C STO�`UL) - - Z63' r 20 510E - 4O, 2,.4 KWWALL 1 PANE�I- 1 CD Zr8z�l6"D.L. I6"O.L. 1 - N - 10'-0 5fOLK RIM J015f 20B Pl6"O.C.W/R.30 9 2"T.G.Lz MI6"O.C. 2-2,b fOP PLATE 2-2rb TOP PLATE /`---� �pp - ---; O hi 3 PINING�00M - i3'6"c.o.i PANrRf 26EXTEaaRMA51�R(MaltXI ; (MYONV) KITCN�N RA��ITION @16"O.c. f3�17�00M I nrf o" W/R151N51LA90NU 20 510E � 2rb 510E L/P.L 205 c16"O.L I 1 9 I/2"T•G.Ls 4TI6"O.C. ..... IM J0151 9 I/2"f.G.ls�16"O.C. pM JOISr ' L 2-26 F.f.SILL - - 2-Z6 F.T.51LL `J 4-2d2GIRfLIKE - 8"FOUNDATION WALL 6ELINJ ^ FARMER'S POKH 10"CONCT-M - 10"CONCRETE 1--'•1 `�d 31/2"DIMIETER 31/2"DIAMETER c> (MIN.4'-O" - - - FOUW7AilON WALL FOUNDATION WALL 6ELOWC,M) LPLLY LGLUMN - LALLY COLUMN 51/2".CONCRETE 5-AD 20"do"COK11NLIOU5 31/2"CONCRETE 5LAf3 LONCP.EfE TINGS .CONCRETE F FOOOOTING - � MAIN S�C1'ION .. _ rt 2 MA5TU P3 P, 5�C110N A6 SHEET 6 OF 7 • WOOD FRAME CONSTRUCTION MANUAL REFERENCE INFORMATION 780 CMR Table 5602.10.1 Wall Bracing ITEM WFCM PAGE REF. TABLE SILL OR BOTTOM PLATE TO FOUNDATION CONNECTION REQUIREMENTS 140 3.26 780 CMR 1 SEGMENTED AND PERFORATED SHEARWALL HOLDDOWN CAPACITY REQUIREMENTS 176 3.17f 5602.10.3 Braced Wall Panel Construction Methods TOP AND BOTTOM PLATE TO STUD LATERAL CONNECTION REQUIREMENTS 153 3.5 BASIC WIND SPEED CONDITION TYPE OF BRACE AMOUNT OF BRACING RAFTER/TRUSS FRAMING To WALL CONNECTION REQUIREMENTS-SECOND FLOOR 148 3.4 The construction of braced wall panels shall be in accordance with one of RAFTER/TRUSS FRAMING TO WALL CONNECTION REQUIREMENTS-FIRST FLOOR - lab 3.4 the following methods: One story Methods 1,2,3,4,5, Located at each end and at least every 25 JACK STUD REQIJMEMEN S FOR HEADERS IN INTERIOR WALLS 197 3.24c Top of two or three story 6,7,or 8 feet on center but not less than 16%of REDUCED FULL HEIGHT STUD REQUIREMENTS FOR HEADERS OR WINDOW SILL PLATES 194 3.23d 1.Nominal one-inch-by-four-inch(25.4 ram by 102 mm)continuous diagonal I braced wall line for Methods 2 through 8. HEADER CONNECTION REQUIREMENTS 157 - 3.7 braces let in to the top and bottom plates and the intervening studs or approved WINDOW SILL PLATE CONNECTION REQUIREMENTS 157 3.8 metal strap devices installed in accordance with the manufacture2s specifications. Fist story of two story Methods 1,2,3,4,5, Located at each end ands t least every 25. - p rY n' feet on center but not less than 16%of WALL SHEATHING AND CLADDING ATTACHMENT REQUIREMENTS 161 3.11 The let-in bracing shall be placed at an angle not more than 60 degrees(1.06 Tad) 100 mph and less Second story of three story 6,7,or 8 braced wall line for Method 3 and 25%of ROOF AND WALL SHEATHING SUCTION LOADS 69 2.4 or less than 45 degrees(0.79 rad)from the horizontal. braced wall line for Methods 2,4,5,6,7 orb CEILING BRACING AT GABLE ENDWALL I27 3.7a FLOOR BRACING AT GABLE ENDWALL 127 3.7b 2.Wood boards of 5/8 inch(15.9 mm)net minimum thickness applied diagonally on studs Methods 2,3,4,5,6, Minimum 48-inch-wide panels located at FLOOR DIAPHRAGM OPENING LIMITS 13 1.4 spaced a maximum of 24 inches(610 ram). Diagonal boards shall be attached First story of three story 7 or 8 each end and at least every 25 feet on center but not less than 25%of braced CANTILEVER WITH LOADBEARING WALL OR SHEARWALL 31 2.1a to studs in accordance with 780 CMR Table 5602.3(1). wall line for Method 3 and 35%of braced wall RIDGE BEAMS 115 3.5.1.4 line for Methods 2,4,5,6,7 orb. RIDGE STRAPS 110 3.2.5.1 3.Wood structural panel sheathing with a thickness not less than 5/16 inch(7.9 mm) - JACK RAFTERS 110 3.2.5.2 for 16-inch(406 mm)stud spacing and not less than 3/8 inch(9.5 mm) Located at each end and at least every 25 SINGLE OR CONTINUOUS FLOOR JOIST SUPPORTING CONCENTRATED LOADS I11-3.3.1.5.3 3.5d for 24-inch(610 mm)stud spacing.Wood structural panels shall be installed One story Methods 1,2,3,4,5, feet on center but not less than 16%of - in accordance with 780 CMR Table 5602.3(3). Top of two or three story 6,7,or 8 braced wall line for Method 3 and 25%of 4. 1/2(12.7 ram)or 25/32-inch(19.8 mm)ihick structural fiberboard sheathing applied braced wall line for Methods 2,4,5,6,7 orb WOOD FRAME CONSTRUCTION MANUAL APPLICABILITY LIMITATIONS - vertically or horizontally on studs spaced a maximum of 16 inches(406 mm)on center. Located at each end and at least every 25 REFERENCE First story of two story Methods 2,3,4,5,6, feet on center but not less than 30%of ITEM LIMITATIONS FIGURES Structural fiberboard sheathing shall be installed m accordance with 780 CMR Less than 110 mph SECTION Table 5602.3(1). Second story of three story 7,or 6 braced wall line for Method 3 and 45%of BUILDING DIMENSIONS ' braced wall line for Methods 2,4,5,6,7 orb MEAN ROOF HEIGHT(MRH) 33' 1.1.3.1a 1.1 5. Gypsum board with minimum 1/2-inch(12.7 mm)thickness placed on studs spaced - - NUMBER OF STORIES 3 1.1.3.1a a maximum of 24 inches(610 mm)on center and fastened at seven inches(178 mm) Methods 2,3,4,5,6, Located at each end and at least every 25 BUILDING ASPECT RATIO aAV) Min:1:4,Max:4:1 I.1.3.I1, - on center with the size nails specified in 780 CMR Table 5602.3(1)for First storyof three story 7,or 8 feet on center but not less than 45%of - FLOOR SYSTEMS - - - ry braced wall line for Method 3 and 60%of sheathing and 780 CMR Table 5702.3.5 for interior gypsum board. braced wall line for Methods 2,4,5,6,7 orb VERTICAL FLOOR OFFSET d/f I i 1.3.1. 1.2 - • FLOOR DIAPHRAM ASPECT RATIO 4:1 1.1.3.1b 1.3 6. Particleboard wall sheathing panels installed in accordance with 780 CMR Table 5602.3(4). FLOOR DIAPHRAM OPENINGS Lesser of 12'or 50%of building depth 1.1.3.is 1.4 feet center but not less than One story Methods 2,3,4,5,6, Located e each end and t least every 25 7.Portland cement plaster on studs spaced a maximum of 16 inches(406 mm)on center and installed Top of two or three story 7,or 8 braced n WALL SYSTEMS % brad wall line for Method 3 and 30°/a Hof SHEARWALL LINE OFFSET 4' 1.1.3.1e 1.5 in accordance with 780 CMR 5703.6. braced wall line for Methods 2,4,5,6,7 orb SHEARWALL STORY OFFSET d 1.1.3.16 1.6 - SHEARWALL SEGMENT ASPECT RATIO 312:1 1.1.3.Ic 1.7 - 8.Hardiboard panel siding when installed in accordance with 780 CMR Table 5703.4. First story of two story Methods 2,3,4,5,6, Located at each end and at least every 25 feet on center but not less than 45%of ROOF SYSTEMS - • -Exception:Alternate bracedSecond story of three story 7,or 8 wall panels constructed in accordance with 780 CMR 5602.10.6 Less than 110 mph braced wall line for Method 3 and 60%of ROOF DIAPHRAM ASPECT RATIO 4:1 1.1.3.1a 1.3 shall be permitted to replace any of the above methods of braced wall panels. braced wall line for Methods 2,4,5,6,7 orb ROOF SLOPE Bat to 12/12 1.1.3.11, - Located at each end and at least every 25 eCR TS30C HURRICANE TWIST STRAPS 780 CMR First story of three story Methods 2,3,4,5,6, feet on center but not less than 60%of 16"O.C.WITH 16-1 Bd NAILS(8 IN ry ry 7,or 8 braced wall line for Method 3 and 85%of AFTER&8IN STUD) 5602.10.8 Connections braced wall line for Methods 2,4,5,6,7 orb x10 RAFTERS Q 16"O.C. 2xto RAFTERS Q 16" H2.5A HURRICANE D.C. ONT.2x4 NAILER Braced wall panel sole plates shall be fastened to the floor framing and TIES Q 16^O.C. to plates shall be connected to the framing above in accordance - Located at each end and at least every 25 WITH 10-8d NAILS ONT.2xa NAILER . P P g One story Methods 2,3,4,5,6, feet on center but not less than 25%of (5 IN RAFTER&5 with 780 CMR Table 5602.3(1). Sills shall be fastened to the Top of two story 7,or 8 braced wall line for Method 3 and 40%of IN PLATE) foundation or slab in accordance with 780 CMR 5403.1.6 and 5602.11. 2x10 FLOOR JOISTS Q ti braced wall line for Methods 2,4,5,6,7 orb 16"O.C. x10 FLOOR JOIST B 16"O.C.Where joists are perpendicular to the braced wall lines above,blockingshall be provided under and in line with the braced wall panels. Located at each end and at least every 25First story oftwo story Methods 2,3,4,5,6, feet on center but not less than 55%of7,or 8 braced wall line for Method 3 and 75%of2.SA HURRICANE TIES ' pp Less than 110 mph braced wall line for Methods 2,4,5,6,7 orb t6^O.c.WITH 10-8d NAILSTE(5 IN RAFTER&5 H2.5A HURRICANE IN PLA Located at each end and not more than 25 feet ) - cl Q y A • - Cripple walls Method 3 on center but not less than 75%of braced wall 10-8d NAILS(5 IN TIES®16"O.C.WITH 2-2x4 TOP PLATE line. { RAFTER&5 IN PLATE). 2-2x4 TOP PLATE - 2.4 STUDS B 16"O.C. 2x4 STUDS Qa 16"G.C. A tP ASTOPV&A ALL COMPLY WITH THE FOLLOWING: 1. H SHALL O G. W ALL CONSTRUCTIONt R: WO 1.780 CMR,Seventh Edition of the Massachusetts State Building Code(one 2x10 RAFTERS @ 16"O.C. enr 2.10 RAFTERS p 16^ Q Z B and two family dwelling code). O.C. ,a xo 2.WFCM,Wood Frame Construction Manual for one and two family dwellings,2001 edition. 3.WFCM,Wood Frame Construction Manual guide to wood construction in high wind areas for one and two family dwellings,120 MPH Wind Speed 2oisrsiOOR Jolsrs(� HI OS HURRICANE TIES O w .. ... - 16"O.C. — -. Q 16"O.C.WITH 16-16d NAILS/8 IN RAFTER&8 • .. - 1N STUD LGT2 HURRICANE TIES Q .. 16"O.C.WITH 16-16d NAILS _ IN RAFTER/CEILING JOISTS /®�&7-Y,"x 2'/4^TTTEN SCREWSi. il\7 2-2x4 TOP PLATE 2-2x4 TOP PLATE SHEET 7 OF 7 2x4 STUDS Q 16"O.C. N 2.4 STUDS Qa 16"O.C. Ali I LUU 2x RAFTER @16"0•C. PMEG Mill WVENT (5i1PJ 2x10 RAFTR @16"OC. I'LA5T1C IN5,LA11ON 5fOP / ALUMINUM ALUM CONE.ALUMINUM / COW. vENrRn Vkl7 EnGE NrE// r�klr'EnG�vE n 1,8 FA5CLA W/ FFQ 5"x4"ALUMINUM Ix8 FASCIAW/5"xA" GUFTRk -2x CEILING J015f ALUMINUM GLIf1Ek , 10"5OFRf I6"0•C.F7 _, 10"50FFIf t?AIS�t7�AV� 5C&L:3/A" P-0" SCALE:3/A"-I'4" -WASITJZOOFING(WASR&ICE . . . . . . . . . . . . . . . . . . . . . . . . . . -WATEWWaING(WASP&ICE Ix2 DI.00KING DARY7RR)�QUIF.En 24"IP FROM� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DI-aKING n 24 l('FROM. . . . . . . . . . . .Ix2 DPRf'JER)MQUIM -ERAAFV RW r - PAVE LIB rE 11E nOthTY k'EOIAfLn WrEki ® ® - JOW TIE nO T1O k ANO RAI NkIZ5 JOINT COP9M;C,EO( PACIN NOr JOINT CONNEC11GN5 ANn kPF1ER5 AM NOT FAkAI-I.RI.<51'PGING NOf fO XCE 7PR&'O«'ACING NOf e n0VVN CONN�TION55RQUMP r0 EXLEEn 48"ON CENKEk) - 41E PG*N CONNEC110N5 eQUIIOW - Af DRAMNG WA-L5 FO12 RAFTE95 ANn - - Af DEARING 1AAL1,5 FOR WeR5 ANn ` POOF TRI155E5 fO M515r WNn ROOF TiJ,YfT5 r0IT515f WNV FOIU5 FORCE5 RIM --------------------------------------------------------------------------------1• 1 --- - - - ---- - -- -- -- - -1, 1 3' - 3' 51P� � VA110N �pON1' �LM110N _ 2A25nCRW/ COW.\rw 2d0s @I6"O.C. - lu a'o"srQcx HHHUHHUR 12 AT11C 19 (5tOM? ) IN511-A ON DAFFLE 2dOs @I6"O.C.W/R30 12 2�oz@I6"o.C. UNN5M? EA I I IM I 10'-0"5fOCK STOC?AL+� 2,4 FAKf1T10N 2r 05@I6"O.C.W/k 19 IN51LAIM @I6"O.C. 22x4`HOE REAM# 2-20 rcr 7LAr zxa 7AknnoN c ® 2-CAP GAPAr� 016"o.C. `� ii a -51.07E aWa FLOOk 5-AD rO. p OVEUAP n00R5 A5 kEQ=9 �' W Z -MINIMUM I LAYER OF 5/8"FIr .. y PATEn GYP.A5 MOUIMn OY COOE 4 iO 63 ao ACh 4 o 1 ' F1_________________________________________________________________________________ice �l______________________________________________________________-_-__________-___-_-______l, ' i FOI1NPAWN WALLold FICAHf 5M �VA110N p�Af? ���VA110N i 6AFA6� 5�CTION o � o -- Ai �MPIIR CON511: w UCION NOT�5; a a � -SHINGLED 5119M A5 DEPICTED ALL CONSTRUCTION SHALL COMPLY WITH THEpq FOLLOWING: a M � O W -ffM TO PULPING 5EC lON5 FOk ALL EAVE DEfAL5 -PEFEkTO ROOF&CEILING FPAMING MM5 FOR ALL POOP FITCN 1.780 CMR,Seventh Edition of the Massachusetts State Building Code(one AND P%D VENT LOCA110N5 and two family dwelling code). -FLASHING 15 PEQUIPED FOR ALL POOF fO 5119IN6 CONNECVON5 2.WFCM,Wood Frame Construction Manual for one and two family AlD AND EAVE OVEMC45 TO 6E 5PECIFIED N GENEPAL COWXTOP dwellings,2001 edition. /h -GPA19E5 WILL VARY A5 PEP 51Tf COMMON5 3.WFCM,Wood Frame Construction Manual guide to wood construction in l/[��111 high wind areas for one and two family dwellings,120 MPH Wind Speed SHEET 1 OF 3 �. x K, ATiIG ACCESS PANEL d, - OvE&"CJ,Rpa Jam' PN - 5EE FLOOR PLM FOR 517E N MIN.9"LONG.5-M LRMES VAR! b ML.R0IXVA'GR S _ _ GIYV fl i - '� I - MIN.9"GRAVEL UNN�At�b j< - _ _ 2-CAP.GAPAG� 2000Nn410,6K8riMAY o _ =SLO so'�o° GARAGE county ws E g %OrE GGE FLOOR SLAG To OVERrIEAP POORs AS REQUI�nFMLOW MIN 9'-0"SELOJJ@'ALE - " -MINIMUM I LAYER Of 5/5"FIRE G �n7 nn 1 RASP GYP.A5 RE"QUIREP PY COPE GAp.At� V OOf\ y 9 -Nor ro 5CA"� TRIPLE MLLLION 2222=:M� - CONCRETE OPENING CONCRETE GPENING 26-011 i, S�CONn ��00� ��AN FOUNPAWN PLAN GENERAL NOTES: FOUNDATION NOTES: -Owners and general contractor shall review all plans,notes and specifications -8"concrete foundation wall pour unless otherwise noted. 76,011 prior to construction. -Foundation concrete to be minimum 3,000 p.s.i.in 28.days. -G.C.must comply to all state and local codes,laws and regulations -All slabs to be minimum 3,500 p.s.i. -All dimensions to be verified in field. -All footings to rest on undisturbed soil. EAM# -G.C.to verify all existing site conditions. -Foundation walls to extend a minimum of 8"above finished grades. 21-41'C 4" -All on site work to be overseen by licensed contractor. -Slabs shall be a minimum of 3 1/2"thick on minimum 4"gravel. AWNING LNIr5 n� -Electrical,HVAC and plumbing plans to be provided by licensed consultants. --6 mil.poly vapor guard with joints lapped not less than 6"shall be placed 3TYP.> -All paints and finishes provided by others. between base and slab. ZZ -All specifications to be verified by owner and contractor. -Garage slabs to be minimum 4"thick on minimum 4"gravel. -Exterior window casings provided by designated lumber yard. -Back fill shall not be placed until wall has sufficient strength. il�z -Fire stopping required-shall cut off all concealed openings,minimum 2" -Drainage systems to be provided around bottom of foundation to be drainage tiles, i Q nominal lumber required. gravel,crushed stone drains,or perforated pipes. o c -See table 2305.2 of Massachusetts State Building Code for fastening schedule. -20"x 10"concrete footings with 2"x 4"key way under all concrete foundation CV :; a walls minimum 4'-0"below grade. 1/2"0 anchor bolts maximum 6-0"o.c.and no more than 12"off comers. # _ -Damp proofing required from top of footing to finished grade. 2-CAP - " S OPE GM3GE FLOOR sLA s TO INTERIOR STAIR NOTES: OVERMPOOR5A5REQIUREn 4 - -Maximum 8 1/4"risers - -MINIMUM I LAYER OF 5/6"FIRE _ -Minimum 4"risers - RATEn GYP.io ENVELOPE ENTIRE GAPAa _ - P FLOOR PLAN NOTES: gh a -Minimum 36"hi handrails K 3 -2-2x10 headers above all exterior rough openings unless noted otherwise. -Maximum 4"ballast spacing a -2x4 exterior construction. p"' P -Natural lighting for habitable and occupiable rooms shall have an exterior O glazing area of not less than 8%of the floor area.Half the required area of glazing shall be operable. B 9'-01,18'-0"ON,POOR 91-0116'-0"O.H.POOR Attic access panels shall be minimum of 22"x 30"with a clear height of 30". W/TRANSOM Wli a W/TM50M UNIT a 2.2x121EAPERA50VE 2.2J2FEPPERA60VE SYMBOLS LEGEND: {- Q " P. f 3' © Combination carbon monoxide/ `� N O w smoke detector ALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING: 35° 135°heat detector 1.780 CMR,Seventh Edition of the Massachusetts State Building Code(one - - ` w and two family dwelling code). ` p MAM CHAkIr 2.WFCM,Wood Frame Construction Manual for one and two family dwellings,2001 edition. MEMD'cR Cl-EAl' .L ocAON 3.WFCM Wood Frame Co nstruction ion Ma nual alSu guide wood construction on in A2 LGH SPAN i 25-la' z5'-6" GARAtk high wind areas for one and two family dwellings,120 MPH Wind Speed 2 V-a' 2'-4" wNPow CAPER SHEET 2 OF 3 *PLL OEAM Sf1E5 Ali f0 6E VERIFIEn 6Y A LILENSEn STpY1LRAL ENGI�ER; , C&CMAlON5 5WMIMP PY 5ANE. 2d0,06"O.C. 20'-0"5fOCK - 2,8 f&5@16"OC. F0k 8"Mal" � 21011 10'-0"srOCK 12 - I OLME_0155 g f0 51MOLm - - - 2d2 006E W/COW.\M 2d05016" I. dOs@16"O.C. Iq'-0"Sfax I4'-0"5fOCK II� 2d 16"O.C. 12 ! 12.-0"SrIXK I `-- -- --------- 3.2dOs F6LISfi W/HANCkr, _-- -- _ ---- ' 2d 46"O.C. 2dOs�16"O.C. - - 2do'06"O.C. 2d0s@16"O.C. 10'-0"5fOCK +55� 10'-0".5TOCK - C�I�ING �t?AMING ��AN BOOT FMMING PLAN EAM# e ` ------------------ 5fAR5 GENERAL NOTES: CEILING FRAMING NOTES: Owners and general contractor shall review all plans,notes and specifications -See floor plans for dimensions prior to construction. 20 lbs./sq.ft.live load j -G.C.must comply to all state and local_codes,laws and regulations --10 lbs/sq.ft.dead load -All dimensions to be verified in field. -K.D.spruce#2 lumber or better W o c -G.C.to verify all existing site conditions. N - a -All on site work to be overseen by licensed contractor. Q� o -Electrical,HVAC and plumbing plans to be provided by licensed consultants. ROOF FRAMING NOTES: o _ o -All paints and finishes provided by others. -Rafter sizes and roof pitch as noted Qi ni # - -All specifications to be verified by owner and contractor. -Roof vents as shown A A 4 4 P -Exterior window casings provided by designated lumber yard. -Ridge vents as shown(set ridge down 2"for proper air flow) N -Fire stopping required-shall cut off all concealed openings,minimum 2" -Water&ice barrier to cover all hips,valleys and one course up from eave C/1 nominal lumber required. -Eave and gable end overhangs by general contractor z -See table 2305.2 of Massachusetts State Building Code for fastening schedule. -Minimum 35 lbs/sq.ft.load support _ -See typical eave details for roof tie down requirements a FLOOR FRAMING NOTES: Q+ -Conventional lumber framing system as noted. -Rim joist to surround perimeter of framing system. a -Solid blocking above all bearing partitions and girts. -Continuous bridging at all midspans. ALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING: -Double joists and hangers as required. -See floor plans and foundation plan for all dimensions. 1.780 CMR,Seventh Edition of the Massachusetts State Building Code(one a M � �i /� I and two family dwelling code). o y I I�ooh I Imo!\M(NG TAN t 2.WFCM,Wood Frame Construction Manual for one and two family i I r' dwellings,2001 edition. 3.WFCM,Wood Frame Construction Manual guide to wood construction in high wind areas for one and two family dwellings,120 MPH Wind Speed A3 SHEET 3 OF 3 GENERAL NOTES: z 2 -Owners and general contractor shall review all plans,notes and specifications SYMBOLS LEGEND: aN Pb PO prior to construction. p 55 �b -G.C.must comply to all state and local codes,laws and regulations 0 Door tag(see schedule) I P00vc bW5fe? EGP :w -All dimensions to be verified in field_ -G.C.to verify all existing site conditions. ® Window tag(see schedule) n',H„ 7•-n' - g•y„ fEbL ckEG II'-5° I J -All on site work to be overseen by licensed contractor. r -Electrical,HVAC and plumbing plans to be provided by licensed consultants. Q Combination carbon monoxide/ AL-- = -All paints and finishes provided by others. smoke detector r r rtcc = 41GAS? II W IN -All specifications to be verified by owner and contractor. © Photosensitive smoke detector -Exterior window casings provided by designated lumber yard. ' 1T-0" -Fire stopping required-shall cut off all concealed openings;minimum 2" 135 - 135°heat detector - `''-a" !„ '-'I,� � �� �� 6�np00M#�} � OFFICE -------------- J- nominal lumber required. �. 2.a••,:,•.L _ -See table 2305.2 of Massachusetts State Building Code for fastening schedule. Fan/lightcc - FLOOR PLAN NOTES: INTERIOR STAIR NOTES: -2-2x10 headers above all exterior rough openings unless noted otherwise. Maximum 8 1/4"risers -Closet shelves and poles by G.C. -Minimum 4"risers aen -2x6 exterioi"construction" -Minimum 36 high handrails �' ) $ -Natural lighting for habitable and occupiable rooms shall have an exterior Maximum 4"ballasts acing aGr ❑Q ;a r V 12 ^ u P o " „ I: 1-a.. c•ZJOs N/WiJ ❑❑ ❑ D glazing area ofnot less than 8%of the floor area.Half the required area of glazing shall be operable. � ,. __ _ __ -za r+r-r r�„a - ----- rG>r _ -Attic access panels shall be minimum of 22"x 30"with a clear height of 30". -Each bath and toilet room shall be equipped with a mechanical exhaust fan and c� n associated ductwork @50 CFM if operated intermittency. rx D Q c _ •PEN rovCGn 13WFlOOM#'5 LMN P,aa.DYuc. - DRTOOM#7 - = 7 I - 0.1 eeLGvy = _ = Of�N = n o C,10 re 2 FOI�E M6U. 0"M" ` PCf.,E55 PP;L1 _ P:C's55 PIJ,EL C 2 8' WOOL?P7 CK ^� b � x5aEP5fOC?vYkfsYGL. — 4 _ - _ _ IS PcP.51rON7f510?K _ Q - - D 05TF,PER - 5�CONb FL00r PLAN KIZHN °" D -8 2 FIN15H�P OILING[INCK *-rinri rJrpev LAYax "•hV4'PCf 4VIN9pvV5 10 WE 1 6111LDING cGVE kLOLIIi�1�ENi5 _ I I PY 5iPPt!" - o © -- FAMILY pOOM ❑ Vb1N:�U4V 5CWPLU c yMLrACMP,0 Ve 5E EGtl?riv i W K-IN �U�'S,=c uL rnvts s GC.> o i:. O N O N _ cry. rd`E On'. FD"on", o N _ I-,., M2", - ,. ' 1 ❑ I A. dFtE k.l- 4 5 10'4"x I/ O _ T ❑ _ 1 I 'L'-%" 5 y)^ ^t:L:.fr,-.�..g 1 1 © GL:T:1XIrLl 2 .-. - � •.(r:;E".fO PL`hf85;GP•FJ F'_OG2 n-.�>b?C.'.lv�.tl✓J5 � � —' Q ❑ O ,i,L:.l: ❑ ,i,.7-y: irhl0� 17 O 5 i'-0"ci'51/7." � ■ P- 13JIf5 C2 JLd acGELi v�J EA - _J c ca:xE!�1.u. crr,PEcna:,5 �> 5'S 1 �„ ....Q 'k:;PIQ7 AtKilUh pNa 7 Z,.q, ��•-^, C :i , O D .. ❑L� Q er_•:a:�•ilun'�1G..e b'7, ,�.,:- ❑ _•„ I(c I i; I 5'-0,:;5'-51/2" .•.51E75100W., _--- i 4 _ Q �;I FEl\-i Jrnr C!1 riY C.0 ' - -f -Iq wNG - nLp n5 F,?=,ItE �; a�!N PL`✓•✓^+i - --_---- Z b 2. b'b3', -1 1/2" f3Eh4�1 CNAI'f DOcG'.E h;i..IGJ ML'PN%EI? CLcP. l LGc,ncrl h-� _ C L.�lINfi l-�' LIVING ❑ .2-0q- Itx 0n u.,+nR F r.71 I OI ,DOLuLlvEs FN. UED FIVII SCFYzC G OoIf-ExiaY<.oI C" -7 z 7ININGOOM rOON iZ551A7?1 W1JG J J pe;}I 075 I.;2" 1I7\o tY 4IS1'hdo r,,�rcvc�nP.coan yaViCWRfD0:5rOrrNLW AWL.V .GhrUF45prCJ7: �/ Q v:/rN•r=a.'a ML✓Y C C. � _ -C,C f01r:ZfY r'CYh CFE�➢%5 V.tht h0NfPrf_V -...G':h;Ef.AEI PG.',.":.L L NL..C!f 1,0911e NNb 0 © e z I a' 7-0 aJ I:wz r K,`.LlscnvSn_=sr roc.'r�rEorsrAurEuYDs�J �'!E CCEER: x „� :rVilGal'Vj5P-GLt:-Ft?VCVVn"'r01a'!5LCvlf-.DIt+ ❑ li I.2'.Tv I\Grl'.dE 1 2.v rKD 2:8 PP.'.nn✓:ds r1'LCe-i1ilaj.55LIMArrD GY S°•ty. O '> M O eErnlcGC' ALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING: ,,:/rNVEOta J 1.780 CMR,Seventh Edition of the Massachusetts State Building Code(one and hvo family dwelling code)- . ; n IZ'-" '''-" 2. o• 1T-2„ 4VFCM,Wood Frame Construction Manual for one and two family 8' Ff'.ONf POECN dwellings,2001 edition. Pb ac -3.WFCM,Wood Frame Construction Manual guide to wood construction in A2 51EI`5 roCPAra M'6L. high wind areas for one and tvvo family dwelling,110 MPH Wind Speed A5 FEr 51r CO3MII0t4s SHEET 2 OF 7 F-1 El 9'-011 FII\II5HW CMING H%iff f �, �• ,4 . : . w�. _ TYPICAL SYSTEM PROFILE GENERAL NOTES • n`o f y Ste• s i w •r �• iJi.�"�,..'` i� ~e 'iY�{ '. t =' T.O.F. _ 99.5 NOT O SCALE �L � � . s.•�_ �,1 MI,, � ' ." *1 M/I Hyla; ,t'r a �.�T ` �Vy� 7�f� �w�ly ,IL•3 { +....�., ,. L .r r • .r ^M 7 i y4 •�`•.._ tt"1w �/la �.. •• SE R 6 COVER 10 ANIMA" r 1 "r �9r f•'y� 's r• r rJ 4 .' `:s• 1.) THE INTENT OF THiS PLAN IS TO DETAIL PROPOSED WORK AT LOCUS. i 1. r ~ - .�. R ••ti t f v', .fir•�• ": i ��.•� it Pi w..�•' ♦15i « ° 7•^��S{�'Sy, 5° K. r MAMME WILT[ AND FRAME f� �11��1 I�p�f� pr�� I��I�� '� r.i .,, s � .,t�f!iDNJ } •_r:' .• #r ts'� #' S LL BE WATERTIGHT IVJG+\ W�LR 1 .. ,....r. 'i,Y,k ►�rri. , +. ��',. i ._, •7 w.� ti , ... swu.� BE w� rr r, yl� ► "d• •t x•�, .1-• I' '"r r'�.-� g LOCUS AREA iS COMPRISED OF '� rJ'Mi1�W,wYt'Ga -F'4. �.l�,efat y.F3.' 1'�•.;:� f. *�.' ''LT =.aL+► �) s -? ,v'h CT'. . •v!, rG,s.r{••i •r +ply ,,, F,rt,.,+ jirrY ;! j f / v ...�C „t.� ` /y�� �u1r /1 WINHOLE FRAME . t.r' 'r • .'�n j `rM"'=S tis'.ri�'.�, r•. +S i'. .•v •-t. V►GJ{ Tr7/w� ASSESSOR'S MAP 116 PARCEL 036 D (>Y?ADE OVER �. BOX = 99.0E fM�m ti�b{DE a�R iNE1 1 gD.Ot DEED BOOK 6643 PAGE 257 +. r• s __.y1..J.......n.1 -�•!a u.s . sl 1.v�� s � + . ��yr. .7 3 min. g• (min) Cover NO RECORD PLAN DEFIES TINS PROPERiY S;. `:.,�s''-�,Y' .yy_ a' tidJ�q`' ,''� = , `.: "-� ;1�V'="' �,s.•� 4' SCN. 40 PVC •�• 4' SCH. 40 PVC FIRST 2' (TO BE 1.E1�E1.) • r�.,.�. yy�•� _ ' '. ►r } ,;�••� .O " i Y F" �r d .'vb J r�7 +„. ":2 \\ s• •' •�. 38 �f�W)I� a.anvf 7Cf. • M1',4�q ` •.. fvt.i r - r„j•-: Y.��'.i �t3- �1u ?". '� '- ..fi;fY' M •l. NY., I r��e.�r l�wrr r��r��� •rt 3• a a • � a •� •/ . .t T .�ati - •��• OI_2• co"M GrL rLalll Y1IrVJ.Rc APPLICANT: a NDALE y rb If CONNECIPON � fi..``' r1rrLMY\1: DA� Bf�V1�IWY�V1 �,• , gri'. ;,,� t• � •. .. '•,;•� " ' E- WNF.ID p i1� NSfAil r` 4 SCH. 40 PVC 4. =t. • T :r 1 BERKELEi', G 94708 K .M fi%` 1309 GIDNDALE AVENUE .'_ = 1 * "'tl f.C}v.l p°'t x�i�•t4 ,: "'�i • ry i•� •'�.*i, J"a I r' _•j GAS BI n.E T - �/��•/V� �r/��y��p�/ �yyr�� /y� r� •-1e.,.•,+ i♦..'i '.k7 '�'^� �" i r' •. ,� S M� 'gyp K °'•gf4 •J ` '�'''' �„ �,,•' • . ' r ' : r� 0 0 0 3) I�IIWCNi BE�fif7111f'Y11�: J17VA1� VIA THIJ P 1r' -•JF � � r••. •-Y f.'•.f� �' � ...',• • 4,_.� .. Irk. t7�77'.V /���M L• i. Y•.M •.i.rr' i;` ` p 6' CRl1SI IED i. ..• ! • :+. .r 4•) ZONRVG MFOF?MATiOW �c Wr- �•• .:• �E t1NStlITAetE BELow 1HE PEAS'roNE EI.Ev ('t+oP 7�/�=•+ ZONING DfS"iRiCT . RC Residential1 r•�a7f- ^., `f�-."r` • �,• y:`6.�► s '.` .7'•r•'L� 't•=7 'i :.r!:��� t.• .. .fir =•.••:r"�`• .7..5�SEE /,�/.r� �.y�/�Ru�yNy}��caJ rV�I•fp��/�tr ITRCILVI� tr "' - ts� Q. 92.0 CURRENT /y.�(y► / S iQ'". ' �'�l R•=b. k'',`ry.�ril.�"F j{a•#.ki s•-i .y rr t ,•,'; ± p f +•.�` ,_ VVI�JIRWINf� FIND f7LRL1/f.. SEE �E #•2�J CURRENT � ZVI�M , ' "'�,►� '1 '` � ' '` a saGroue ndm ohs«wd MIN. LOT AREA = 87,120 S.F. Y MIN. LOT FRWAM = 20' 1,500 GALLON SEPTIC TANK DISTRIBUTION BOX LEACHING CHAMBER (FLOW DIFFUSORS) MIN. LOT WIDTH = 125' LOCUS MAP Scale: 1 e 2000' H-20 H-20 �� FROM YARD = 30' SIDE REAR YARD = 15' / 15' CONSTRUCTION NOTES: OVERLAY DISTRICTS:- RPOD AND AP 1. ALL SYSTEM COMPONEMS STALL BE INSTALLED IN ACCOFDANCE WITH 5.) A°TITLE SEARCH HAS NOT BEEN PERFORMED FOR IRIS SITE IF DETERMINED TITLE V OF THE STATE SANITARY CODE DATED MARCH 31, 1995, AS AMENDED TO BE NECESSARY, A TITLE SEARCH SHALL BE PERFORMED BY OTHERS MUCH THE DATE OF INS PION, & ANY LOCH. RULES 8: REGUlATKM APPLICABLE 6,) THE PROPERTY' LINE INFORMATION SHOWN IN BASED ON CURRENT AVAILABLE RECORD INFORMATION COMM OF PLANS AND DEEDS. 2. ANY CENNGE TO NHS PLAN MUST BE APPROVED IN WRMNG BY TIE ENGINEER ELEVATION INFORWTNON MUST NOT BE CHANGED WITHOUT WRITTEN THE EXISTING FEATURES SHOWN HEREON WERE OBTMVED FROM AN ON THE GROUND FIELD PRIOR APPROVAL BY THE ENGINEER SURVEY PERFORMED BY aV= NYE EN G & SURVEYING ON AUGUST 18. 2009. QP 3 WHEN CONSTRUCTION 6 COMPLETED NOTIFY THE BOARD OF FEAL.TH AGENT 7•) COMMUNITY PANEL NUMBER: 250001 0016D Q�Ar 0 AND DESIGN DOWER FOR INSPECTION AT LEAST 48 HOUt i PRIOR 10 TFE FLOOD PSWAVCE RATE MAP DEFINES IRIS AREA AS ZONE C, A NON-FNZARD ARFA GAL BACKFIELM THE SYSTEM SHALL NOT BE BC*U.ED LMTN. INSPECTED AND SOIL LOGS DATE:NOVEMBER 19 2009 P PRE O�p�N 8.) EXISTING HOUSE AND GARAGE ARE TO BE RAZED. P#-12762 PQ �16 NW 4. ALL SAINT�DiSPOSN. SYSIEII N�VG TO BE 4• SDU 40 M MESS MAW�° MVIRONMENTAL ENGINEER: Vf�ITNF-SSED B Y: OQp � �� g� C,ONpOr � QQp O1}�►Nw�E NEREML 9.) STEVE WIISON P.E. DAVID W. STANTON,R.S. Q'J6 61 QE r`' O'� S• 5. IF I NSUTABLE MATtRW. IS ETrCOUNTERED BELOW THE TUP OF SAS • SITE is NOT WITFIN AN A.C.EC. (ARFA OF CRITICAL ENVIRONMENTAL CONCERN). GAL p,GE N RG�� EN �` (PEA.STONE ELM, ExGVATE AS NOTED in TIE 'C HORIZON; FOR A HOI�z • SITE 6 NOT WITM N AN AREA OF B70TED H480T OF RARE WILDLIFE PER P kro Q � Q P F kO DISTANCE OF 5' SURRODNNDING THE LEACHING FIELD, AND RID'LACE WITH 2O08 1011MATED MWATS OF RATE WILDLIFE' TEST PIT 'I TEST PIT 2 TEST PIT 3 6 Q � 5 r 116 N I �Q � CLEAN SAND PER 3t0 CMR 15.255 TO THE TOP ELEVATION OF THE SAS NNIESP � �'� i' G.S.E. = 99.2E 98.6E G.S'.E. = 98.6t Q 11 BGQ�ONpO `�• Pp E�P �'' FOR USE WITH THE W WETLANDS PROTEC110N ACT REGUUTIONS (310 CMN2 10).' s #MATE ALL PITS AGAINST FREE2W AS REOUIRED WFIEN LESS THAW T •SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NFESP WP OCi0BM 1 2006 A Q� •� � "A 8D i OF COVER 'ti'ERrLFim VET2NAL. FOODS.' 4• p On YR 3 2 20"dy Loam Sand Fill y Stone dt Sand/Fill' / 7. THE SEPTIC SY51EM DESIGN p�� INCLUDE GAREMGI: GRINDER •SITE IS NOT WITHIN A PRIORITY HMBTTAT PER NFESP MAP OCTOBER 1 2008 'PRIORITY / 32 lZ. B Ap C DiSP06NS. '''�� - ♦9�� �, -- � ` � � FNABTTATS OF RARE SPECIES" FOR SPECIES UNDER THE MASSACHUSETTS EINIQANGERED SPECIES ACT, REGUTAIIONS (321 CMR10). Sandy Loam Sandy Loam 1 Medium Sand •- ,., -' � 8. �{� THE OONIRACTOR SWW. CONTACT DIG SAFE (AT -_ 18' 10 YR 4/6 29• 10 YR 3/3 78" 10 YR 5/s / / - -•�, MAP \116 PARCEL,036 m i-�-�-� � �� TO LOCATE�• � � •SITE LS NOT WRFIN A STATE APPROVED ZONE I GROUND WATER RECHARGE PR07ECWN �' / \ ° AT LAST 72 HOURS BEFORE THE START OF CONS'IRUC M THE CONTRACTOR C Med. Sand - w ` l \ 20,828 SQ. FT. '* a a SMMl DETERMINE THE EXACT LOCATiON, BOTH MWONTALLY AND VERTICALLY, �' B Sandy Loam C Compact Medium ,�$ / _\ WF 0.�7 ACRES t OF ALL. DO W UTNM BEFORE TIE START OF ANY WORNC THE LOCATION 2 ` `� j \ �` OF EXISiL;iG UNDERCIFIOUND UTILITIES ARE SFDWN IN AN APPROXIMATE WAY SITE S WTHMNi A �YNI OF TO A SAUWAT-Y �TtrW (BARNSTABLE B.O.H. 10 YR 516 10 YR 5 8 Sand do Stones �� a //� / 10 YR 8/2 t=` �,' / / \\ \ ; `"-+ ONLY, MAY NOT DE I N= TO THOSE SHOWN HEREON AND HAVE NOT BEEN 144• EL 87.2 35• 144• EL.. 86.6 .` � ; ,���' � �°�` � �2 � INDEPOIDENRY VIWED BY THE OWNER OR ITS REPRE'SfTMATVE THE C Med. Sand 2�,I. c cRP p� / ANY.',* (IY-INFlSN LTI HEREIN:CONTRACTOR AGREES TO lE FULLY E FOR ALL DAY�GFS 10.)lIDG gA / 6�!12 ' Q WENCH AIM BE OCCJISIW BY THE CONTRACTOR'S FAA.IA'k TO LOCATE THE •THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-88eJ-M-SAFEI AND UNITY COMPANIES 70 LOCATE 1 6 / \a ; N O5 UTX= DUCKY. F ELEVATION INFORMATION DIFFERS FROW PLAN ALL DOSTMG UTNITES,, AT LEAST 72 HOURS PRIOR TO THE START OF�. THE LOCATION OF No Water Observed 10 YR 5/8 No Water Observed 5 \' ` 3? s PaC"�t�©` �G�� "" ` \ �3 RG� IEORRM A710K THE CONTRACTOR SiMLL NOTIFY THE ENGINEER M�DMTELY FOR 00S MG UNIERC�ROINND F#R6`TRUC.'nM UWTES, COADU S AND LIES ARE SHOWN IN AN APPRO) WTE PDME•REDESIGN. AT UTNITY CROSSINGS, VERIFY IN FIELD THE LOCATION WAY ONLY, MAY iNDT DE LIMITED TO THOSE SHOWN IEREN AND FIVE BEEN RESEARCFED BASED ON THE 60• "�°f5"PAGE 01 ,� 9g 0 \ K o ,. ' Q 1A6 N IF `OAS, INVERTS OF ELECTRIC, GAS, TELEPHONE # DATA/COMM AN) RELOCATE F / AVAILABLE urtff RECORDS NOTED HEREON. THE CONifiACTOR iAGREES TO BE FULLY RESPONSIBLE FOR C Med. Sand 00 ��5�� CONFLICTING WITH PROPOSED INVERTS PER DE ENGINEERS DIifCT10ML THE ANY AND ALL DAMAGES WINCH AIM BE OCCASIONED BY THE CONTRACi n FM.URE TO LOCATE SAND 2 ( xra• s�P�`•o a PERC o 54 10 YR 7 4 a , CONTRACTOR SHALL PRESERVE ALL UHDERGRODNND UTLITiFS AS REMARED. INFMSTRUCRIRE AND UTILITIES EXACTLY F FIELD CONDITIONS DEFERS FROM PLAN INFORMATION, THE / O a $ fi �` �Q Q CONTRAL7UR SHALL NOTIFY THE ENGINE}R MMEDDATELY FOR POSSIBLE REDESIGN. RATE a 2 """/"� ���� 699 �i 0, i ��.� •N�- LEACHING AREA REQUIREMENTS 144 EL 86.6 �^�` , R�Gt `\ � NITROGEN LOADING L.IMITATM NM N/A EXISTING SEPTIC SYSTEM INFORMATION OBTAINED FROM SEPTIC SYSTEM INSPECTION REPORT GP. n 5E�� 3� / =a e\' RESIDENTIAL, 4 X BEDRtxMS BY WIND RIVER, DATED JULY 9, 2009 ON FILE AT BOARD OF HEALTH. x no GPD/BEDRLIQI No Water Observed �'\ _ °'' I ��` i ITAL DESIGN FL12V = 440 GPD • SEPTIC POW 192-169 FOR EXISTING HOUSE iS LISTED AS HAVING FOUR BEDROOMS. GARBAGE: GRINDER OW INCLUDED) = N/A p 2'�'FRPM j �' • TOWN VATER SERVIfE SHOWN ON TINS PLAN FROM C-O-MM WATER DEPARTMENT SKETCH ! oQ �L�No �( N-_°°' PERC RATE = 2 MIN. / INCH (CLASS D 0-167-T DATED 4/15/39. LTAR = 0.74 GPD/SXF ��� /�9S N i \ `tI / t'r'• �, MR LEACHDNFG AREA DF SAS. REQUIRED' • PER ASSESSOR'S REOORD�, HOUSE AT LOCUS iS WATED BY OIL. I CERTIFY THAT ON I HAVE PASSED THE SOIL EVALUATOR �• , \ / �r-' 440 GPD/ 0r74 GPD/S.F. = 595 SF. WK EXAMINATION APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL �' ` INN f :. f=r • ELECTRIC LINE SHOWN ON THIS PLAN WAS FED LOCATED OM71N1G OVERHEAD SERVICE PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY �'_ \ _�_ �� ` w �� / PRLPEM SYSTEM* FROM UTILITY POLE 65/13 ON PARKER ROAD. ME CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE AND 4- FL 12V DIFFUSORS EXPERIENCE DESCRIBED IN 310 CMR 15.017 �� ' ;�N�� W N`t o� `� ,� � g, ,,-'� � vrnN 3' DF STONE aN SIDES L4 3' D1F STONE AT ENDS \ AND 1 !OF' STONE BELOV SITE LOCATION: SIGNATURE DATE 1�zI4� O _-, �1°� 150 Pall'lhfw Road ' W/xS• SI�EVALL AREA: (40' + 10W x 2' DEPTH = P00 SF BOTMN AREAr (40' x It* = 400 SF TOTAL EFFECTIVE LEACHING AREA = 600 SF OstOM11e, Massachusetts 0205 / / pt gy'� SEPTIC TANG SIZINGS 440 GPD x 2002 = 890 GAL PREPARED FOR W / p1• • V1 T RC,��' USE 1500 GALLON TANG o �63 P P 2 David Brunicard! w , P 1I\6 N IF EP� P� �� DESIGN SCHEDULE 13,M110N WILE mP IF FOINNDATION (HN�Iua S � P S(NPMo� 9� SEVER INVERT AT MOM 952 Sept C SySteill Lan U/P 65% \ - �P N 80 SEM INVERT INTO SEPTIC TANG 94B SE ER nvvERr LOur DF SEPTIC TAINNc 94s BAXTER NYE ENGINEERING & SURVEYING \ SEVER INVERT INTO DISTRIBUTION BOX 94.4 3 `����'��� SEVER IN MT OUT °F DISTRIBUTION BOX 942 Registered Professional Engineers and Land Surveyors oU b/DRI BOUND SEVER INVERT INTO SAS Y EL. - �00.00 BOTTOM tF SAS. 92A 78 North Street-3rd Floor,Hyannis.Massachusetts 02601 NO GROLNNDVATQ OBSERVED M ELEVATION 96.6 Phone- 71-7502 Fax - (508) 77 - 2 N N SET RISER & COVER TO wmtnN \ 10 0 10 20 �F��`�` OF IFIMSH GRADE. RISER do COMER 1 da p N �ItO GraADE o►� LEi0M sFiAl1 rw�►TEarlcfrT � SCALE IN FEET A�hT oowx � Tlaerrctt tits 6- 8£LON G ` 1�_ 10' No.30216 GIST U �.>. •Y•... '~ '8'^ 4' 10' 9'MN 'MA>L Corot g" (min) Cover s�0NA1 '' 4 ., .0^ - , r 10MIONE ORMEW (n1OX) CO1ef O _ F`•.'j•� : . <.. C• }} ti: ti•�••: `•u}�fM' Y'• •_` �t...•`R.7•r}._ .r•i+` /�/y,/��� O r 'i '•y' �.., '.., ,r.. •,�.Lv1•.•� � l .}: �r . } r•t ti -. {r{f.�HIRrG rW.1 YI�rWN{ /yNN�y�yy� r 1 0• 4•• i.s? :ii.Jw-ram l t� r S�' Trti rG j J{•.`ice . J �. ti •t�.-•. 1 N r ,� t r , ;_ • 1 ,a 0 G� •at •}-' �i:�7�`1••r'=:1•;: y. . • 1 �.ti'f%�''r .ti- �rC!•Yr fit' / 4 • :A...1:�ti•ifi�ti f}`••:�' ti. 4 v +•�t,Z`;'=f (��,•.,sr 7� - t 4 INA. , �h.f.:%;A' ✓s• :J 24 :.;x:�Kw;;�, t;`:..r•.t di:s - ~.� t:. ,r.,..•l r l r`' WMD S90fE T ! 40' EFFfxrIVEoarr" /, - r:�*` y:<!l.''v;��.':;'::Y.iw• r �'- ., �{Y: ,. �s >. 1 w• 0 0 0 0 0 0 DATE. 12�02�09 L' ''t} i. �'' L'.e"F.:i�•:+• •:%�•}��. �,- } j•yr�.' 1�.'t.f •fist �� .�+. _ •� ,..� �:••�ifS'Y:`Jtj,'t •+i,JS Sty' • t''• i•s`' 1 �'�'i.i�'••�N.Nt }:'• '1![- 1�•lj't':`��• ',•-+•i:��`;�{lil�.�.,\=_�:t-:. •t''.' �1A� :_�..�. �• �: .� :�ti ...; �. ••. ' VK' ,=Y'• :ir PLAN OF PRECAST LEACHING CHAMBERS �' �4' ' / NO SCALE 1cr y• ~' _• .�s ••~' • - • w> OF UNSUITABLE soar. BELOW THE THE OC ELEV (N* � �N ji t� o.. 92o N0. BY DATE REMARKS N CONCRETE FLOI► DIlr'FIISOR DETAIL S SAS). SHALL f7 HEREON. � NOTE #2J 0 two� No Groundwater Observed DRAWING NUMBER EI. W.e LEACHING CHAMBER (FLOW DIFFUSORS) 0:\2009\2009-038\SURVEY\WORKSHEET\2009-038SP.DWG JOB 12009-038 0 O N n r