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0125 OAK STREET (CENT./W.BARN) - Health
125 Oak Sheet Centerville A=173-015 S M EAD® No.2.153LOR UPC 12534 snmmAcom * Made In USA tea® 1� Commonwealth of Massachusetts Title 5 Official Inspection Form �= Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 125_Oak Street_ _ Property Address Estate of Eleanor McCafferty — Owner Owner's Name information is required for Centerville MA 02632 March 21, 2009 every page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Important:When filling out A. General Information forms on the computer,use 1. Inspector: only the tab key to move your Patrick M. O'Connell cursor-do not Name of Inspector use the return key. Septic_Inspection Services Co. Company Name-------------___-- ----- - ---- f� 189 Cammett Road_ Company Address Marston_s Mills MA 02648 City/Town ------ --- — State Zip Code 508-428-1779 _ S1 12855 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000).-The system: ® Passes '❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority f,� A U "— March 21, 2009 - ----------------- ------------- --ch 21- In� ector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP) within 30 days of completing this inspection. If the system is a shared system or . has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. 09-42 McCafferty doc 08106 Title 5 Official Inspection Form Subsurface Sewage Disposal System-Page 1 of 15 i Commonwealth of Massachusetts ,6 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 125 Oak Street Property Address Estate of Eleanor McCafferty Owner Owner's Name information is required for Centerville MA 02632 March 21, 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.- Tank is not in need of pumping at this time, leaching field shows no signs of hydraulic failure. B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Answer yes, no or not determined (Y, N, ND) in the ❑ for the following statements. If"not determined," please explain. r ❑ The septic tank is metal and over 20 years old*or the septic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND Explain: ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ obstruction is removed 09A2 McCafferty.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 125 Oak Street Property Address Estate of Eleanor M_cCaffer_ty Owner Owner's Name information is required for Centerville MA 02632 March 21, 2009 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ distribution box is leveled or replaced ND Explain: ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ obstruction is removed ND Explain: C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b) that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. 09-42 McCaffeny.doc•08/06 Title 5 Official Inspection Form.Subsurface Sewage Disposal System•Page 3 of 15 Commonwealth of Massachusetts .a Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments e 125 Oak Street Property Address Estate of Eleanor McCafferty _ Owner Owner's Name information is required for Centerville MA 02632 March 21, 2009 _. every page. CitylTown State Zip Code Date of Inspection B. Certification (cont.) C) Further Evaluation is Required by the Board of Health (cont.): ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or "No" to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or, clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than_day flow ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped.- Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. 09A2 McCafferty.doe-08106 Title 5 Official Inspection Form.Subsurface Sewage Disposal System-Page 4 of 15 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 125 Oak Street Property Address Estate of Eleanor McCafferty Owner Owner's Name information is required for Centerville MA 02632 March 21, 2009 _._ every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) D) System Failure Criteria Applicable to All Systems (cont.): Yes No ❑ ® 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. 0942 Mccafterty.doc-08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments a 125 Oak Street Property Address Estate of Eleanor McCafferty Owner Owner's Name information is required for Centerville MA 02632 March 21, 2009 _ every 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)] 09A2 McCafferty.00c-08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 15 I . Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �.. 125 Oak Street Property Address Estate of Elean_o_r_M_cC_af_f_e_rty_ Owner Owner's Name information is required for Centerville __ __ __ MA 02632 March 21, 2009 every page. CitylTown State Zip Code Date of Inspection D. System Information Residential Flow Conditions: Number of bedrooms (design): 3 Number of bedrooms (actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 Number of current residents: 0 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)): 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. El Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe): ---- --- 09-42 McCafferty.doc-08/06 Title 5 Official Inspection Form.Subsurface Sewage Disposal System-Page 7 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 125 Oak Street _ Property Address Estate of Eleanor McCafferly ___ Owner Owner's Name information is required for Centerville MA 02632 March 21, 2009 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) General Information Pumping Records: Source of information: None Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: --------- Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract (to be obtained from system owner) ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other (describe): I Approximate age of all components, date installed (if known) and source of information: Mid 1980's Were sewage odors detected when arriving at the site? ❑ Yes ® No 09A2 McCafferty.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M a 125 Oak Street Property Address Estate of Eleanor McC_ affer� Owner Owner's Name information is Centerville M_A 02632 March 21, 2009 required for _-- -----------------.__.-_-- _-- every page. CitylTown State Zip Code Date of Inspection D. System Information (cont.) Building Sewer(locate on site plan): Depth below grade: 1 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: 2"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: 8.5' long x 5.2'wide- 1000 gal. Sludge depth: 0 Distance from top of sludge to bottom of outlet tee or baffle Scum thickness 0 Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle How were dimensions determined? Measured 0942 McCafferty.doc-08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 15 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 125 Oak Street Property Address Estate of Eleanor McCafferty__ Owner Owner's Name information is required for Centerville MA 02632 March 21, 2009 every page. Cityfrown 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.): Tank has liquid only, no solids and is not in need of pumping at this time. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan): Depth below grade.- Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑other(explain): 09A2 McCafferty.doc-08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments a 125 Oak Street Property Address --- Estate of Eleanor McCafferty____— Owner Owner's Name information is required for Centerville ___ _ MA 02632 March 21, 2009 every page. CityfTown State Zip Code Date of Inspection D. System Information (cont.) Tight or Holding Tank (cont.) 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 Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0 il 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.): No solids or high stains present._ Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No 0942 McCafferty.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 15 Commonwealth of Massachusetts son Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 125 Oak Street Property Address Estate of Eleanor_McCaffe_gy__ Owner Owner's Name information is required for Centerville _ MA 02632 March 21, 2009 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 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: Type: r ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ® leaching fields number, dimensions: One 20 x 26 field ❑ 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.): Area of SAS was probed and no evidence of saturation was found. 09A2 McCafferty.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 15 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 125 Oak Street Property Address Estate of Eleanor McCafferty Owner Owner's Name information is Centerville required for _ MA _ 02632 March 21, 2009 every page. CitylTown State Zip Code Date of Inspection D. System Information (cont.) , Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth —top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): 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.): 09A2 McCafferty.00c•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 125 Oak Street -' -.. -- .... -Property Address _..... ---- Estate of Eleanor McCafferty Owner Owner's Name information is required for Centerville _------- - . MA_ 02632 _ March 21, 2009 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. \ \ ..... . . . . . . . . . . . . . . . . . . . . 14 30 Oak Street i Commonwealth of Massachusetts Title 5 Official Inspection Form Sub surface Sewage Disposal System Form Not for Voluntary Assessments 125 Oak Street _ Property Address Estate of Eleanor McCaffeily Owner Owner's Name information is Centerville required for MA 02632 March 21, 2009 every page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to ground water: 6 feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ® Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers - (attach documentation) ❑ Accessed USGS database - explain: You must describe how you established the high ground water elevation: Observed water level in abandoned cesspool indicative of groundwater is 6' below grade. Bottom of leaching field is 4-5' above groundwater elevation. 0942 McCafferty.doe•08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 15 g 161 r-4-/^� t ��- Town of Barnstable P#_ a 74 Department of Regulatory Services BA>WETUaIA : Public Health Division Date � MAE& a 200 Main Street,Hyannis MA 02601 4z prED MA{� �I ` an Date Scheduled � 1 d Time Fee Pd. �/ao Soil Suitability Assessment for Sewage isposal Performed By: Witnessed By: LOCATION & GENERAL INFORMATION Location Address Oat—,l Owner's Name VI I 1 Address Assessor's•ivlap/Parcel: 7�311 Engineer's Name l� rnJ'^� C.0 e_� NEW CONSTRUCTION REPAIR __K Telephone# Land Use Slopes(%) ✓r% Surface Stones Distances from: Open Water Body ft Possible Wet Area 4C) 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 tin proximity to holes) 1 aa, to c� µ v "4,P Parent material(geologic) Depth to Bedrock A� �� "— Depth to Groundwater. Standing Water in Hole: Weeping g from Pit Nee Estimated Seasonal High Groundwater - _ - ~— -- DETERMINATION FOR SEASONAL kIIGH WATER T 4LE I� 4 I-cv W Method Used: r In, Depth Observed standing in obs.hole: ln, Depth to soil tpgttlest Depth to weeping from side of obs.hole: n In. Groundwater.Adjustment Index Well# Reading Date: Index Well level„4 Adf,,factor Adj.(7roundwuter Level PERCOLATION TEST Dote Observation 1 Tinto at9" _— Hole# � Depth of Pere Time at 6" �2!.,Z/ Stan Pre-soak Time @ _ Time:(9"-6") J End Pre-soak Rate Min-Anch Site Suitability Assessment: Site Passed _ Site'-Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Hack----------- ***If percolation test is to be conducted Within 100' of Wetland,you must first notify the. Barnstable Conservation Division at least one (1) Week prior to beginning. Q:\SEPTiC\PERCFORM.DOC DEEP-OBSERVATION HOLE LOG Depth from Soil Horizon Soil Texture ' F Surface(in.) Soil Color Soil Other (USDA) (Munsell) Mottling (Structure,Stones;Boulders. v �-� 14— ' Co istency.% ravel t DEEP OBSERVATION HOLE LOG Z Depth from Soil Horizon Soil Text Hole# Texture Surface(in.) Soil Color Soil(USDA) Other(� (Munsell) Mottling (Structure,Stones,Boulders. �- consistency,%Grave) 00 /.v oS.A DEEP OBSERVATION HOLE LOG So Hole# Depth from Soil Horizon il Texture Surface(in.) Soil Color Soil Other (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Co siste c O vel DEEP OBSERVATION IIOLE LOG Hole# Depth from Soil Horizon Soil Texture Surface(in.) Soil Color Soil Other (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consi ten c a Xm- FlooI Insurance Rate Maw Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes Within 100 year Flood boundary No Yes _ W Depth of Naturally Occurrine 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' Certt— •fi— cation I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in�10 CMR 15.017. Signature Datez ! d Q:SEPTICIPERCFORM.DOC I I a No. _ Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIPPrication for Dioogal *wem Cougtructiou Permit Application for a Permit to Construct O Repair(/Upgrade( ) Abandon( ) ❑Complete System Individual Components Location Address or Lot No. f S DQe S Owner's Name,Addres and Tel.No. /4 Assessor' ap/ Instal is Name, ess,and Tel.No. Designer's Name,Address and Tel.No. ✓K Z Z✓R1 771 Type of Building: Dwelling No.of Bedrooms Lot Sizeo L J ;. Garbage Grinder ® Other Type of Building 14 ,.51A%lLe, No.of persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.re uired L 4/0 gpd Design flow provided gpd Plan Date I! Number of sheets Revision Date Title S 0 l e? 5 Size of Septic Tank Q ,� ✓ Type of S.A.S.• s / Description of Soil 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 Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued b this Boa of alt . S' ned Date 71Z�G v Application Approved b Date Application Disapproved by: Date for the following reasons Permit No. Date Issued J ��., FROM :down cape engineering inc FAX NO. :15083629880 Jul. 2e 2009 07:41AM P1 Town of Barnstable Regulatory Services Thomas F.Geiler,Director KAMPublic Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer fertificalion Form. ^ Date: Sewage Permit# 'R001 10 Assessor's Maapftreel r73 X Designer: �U'V*jr� . .. e- 1 viU41, Installer: Addre-.qi-. 4i•.� � ' Address: f do x 701/ tJn —Z� D��/ � C,E�-/15 ra.•;issued a permit to install a (date) f L(installer) septic system at 1 ` ct l� f based on a design drawn.by • (address) s4lX I certify that the Septic system referenced above was installed substantially according to the design, which may include: minor approved changes sucJ) as lateral relocation of the distribution box and/or septic tank. l certify that the septic system referenced above was installed with major changes (i.e. grcatcr than 10' lateral relocation of the SAS or any vertical.relocation of any comZxment of the septic system) but in accordance with State& Local Regulations. flan revi.si.ou or certifed as-built by designer to follow. -tIA OLF)UA,S DANIELA. % nsta ;sSignaturc) � oJAI..A CIVIL �n No.405 ����-�` 1 �- —.•• ��F Ste:!,`T.��\"�kw (Designer's Signature) (Affix Stamp Here) PLEARETURN TO BARNSTABL E PUBLIC HEAUfU DIVISIONi. CERTIFICATE OF (:gMPLIAfNCE WILL NOT BE ISSUED LTNTM BOTH TTITS FORM AND AS-BUILT CAR.D AitE RECEIVED BY THE BARNSTABLE P[JBUC HFAL.TR DIVISION. THA. .YOUA Q;Hettll.h/tiepcic/1)esi��ter Lcraftcalim rimm 3-26-04.doc 4. r No. x a 'i .��. •r,S,• ^<;r ^". f .-;i j Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: r, PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 5 ZIpPrication for Mio gal 44pgtem congtruction permit Application for a Permit to Construct O Repair(y/Upgrade O Abandon O ❑ Complete System /Individual Components Location Address or Lot No. !Z-5— OQte Owner's Name,Address and Tel No. Assessor' 'a!Parcel Instal is Name,r` dyes" s,and Tel.No. Designer's Name,Address and Tel.No. G' o17 `iCoNs�" 7 7 Type of Building: Dwelling No.of Bedrooms / Lot Size /Z sq,.i . Garbage Grinder Other Type of Building [pf`/ �/e�t�� No.of Persons Showers( ) Cafeteria( ) Other Fixtures /� Design Flow(min.required Lj41O gpd Design flow provided f� gpd Plan Date fj 9 Number of sheets Revision Date Title ey/ S Size of Septic Tank AV 9z,O� ,��'�S} � T.y'pe'of S.A.S. � � �0�� ,�/(�/� Description of Soil S ' 1 lr 1 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 Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Heal . S' ned Date Application Approved b Date Application Disapproved b PP PP Y: Date for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Comphance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( e< Upgraded ( ) Abandoned( )by at S ��� jiff / ��yS,// h'as been constructed in accordance with the provisions of Title 5 and the f r Disposal System Construction Permit No. rDC 0 dated Installer Qj: — C, �0 Designer cuo\k 0-\ #bedrooms ( Approved designTflwyy L Q gpd The issuance of this permit shall not be construed as a guarantee that the system it on as desig Date �1 U Inspector l/ � No. _19/ Fee - .. . THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS xigpogal *p5tem Congtruction Vermit Permission is hereby granted to Construct ( ) Repair (V ) Upgrade ( ) Abandon ( ) System located at / Z 5- /�>Lgk • , G?�/`fS,rC,� r,�, and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Const�tioyt���completed within three years of the da�of't�h�s i . Date 1,: U/ Approv'd-by_ TOWN OF BARNSTABLE y. LOCATION �/� S'T SEWAGE VILLAGE 41 pmr/,3�> c e,4 �,IASESSOR'S MAP&PARCEL /73 /J- INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY bead, A/,7d -LEACHING FACILITY:(type) LCZ,/,J (size) /d">4-60 NO.OF BE��D//��ROOOMS' r OWNER le 14�./7 ` PERMIT DATE: �--2d-6'1f' I COMPLIANCE DATE: 1 Separation Distance Between the: ' I . 74- Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S� feet Private Water Supply Well and Leaching Facility.(if any wells exist on site or within 200 feet of leaching facility) # . feet. Edge of Wetland and Leaching Facility(if any wetlands exist within 300 feet of leaching facility). feet FURNISHED BY L�q Cea, i ii j � � G 193- - 77 j 133 ~ TOWN OF BARNSTABLE LQCATION VILLAGE —ASSESSOR'S ASSESSOR'S MAP&PARCEL DER'S NAME&PHONE NO. � �� SEPTIC TANK CAPACITY 1000" -LEACHING FACILITY:(type) S , (size) , o f-a(p NO.OF BEDROOMS nr�� OWNER PERMIT DATE: C E DATE 1 i5P 3 /d 16 r 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 r V r • f f J f J f / ! ! f J f f J ! I f J f f / / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ \ \ t t \ \ 4 4 \ \ \ \ 4 \ \ \ \ \ • \ • ♦ \ ♦ \ \ \ t \ 4 \ 4 4 4 4 4 4 4 4 4 ♦ t 4 • ! / f J f \ ♦ \ \ \ 4 4 \ 4 4 4 \ 4 ♦ 4 J J f f f .' r di, �7�.M• /tf to tf tf • / ! ! / ! ! ! ! J f 111 .. . .'. . t t t t t t t t t 4 k \ 4 \ 4 4 \ 4 14 30 ;; TOWN QF.BARNSTABLE LOCATION L9 J-- SEWAGE # VILLAGE e J> ILL ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. . SEPTIC TANK CAPACITY LEACHING FACILITY: (type (size) NO."OF BEDROOMS BUII.DER OR OWNER rinA 6L,- ®D ��' h( e PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility ( Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) i`f� Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by y `. r 0�� '� ►+�' 0�°°I ''� � �.,�.o�, ,' 1 � - ... �, r Ao� F � � ' ° Der nxor�wxpy�x>t.$) ,w ��- ASQ469R5 MM Il]PMQL 16 owux:°xx C. o PAC �62- 1/61.} '� •"'u` 9\ / \ \ I all. jL ,cc+� EQ 151N 151 .._:e I ILL alb. 1 MAP 173 15 6 +� a\ 21 �� \ AL °i�. ly ll. uw.. \ ^w. ,III• .rw a AL DAxUR A 0.LLLA PF..P.LS I DRAFT \`\,•\� \ w.au '<59.4 !I / -w EXISTING CONDITIONS .PLAN OF #125 OAK STREET WEST BARNSTABLE, MA ,Ally PREPARED FOR , / REBECCA PERRY CIS WATER ELEV.- 54.13 ' / DATE: 9-29-2009 ,ilk we Coe sq�lnsir lae. _Iil va re s I J3 io e'e„o DCE'y 00-198 alo aU. n D No.. ---- .... F��.... ..........�.�....... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH d................................................... Appliration -for Di Banal Warkii Tonfitrurtion Pumil isr rouse Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: b y.. A".0a ation-Address - -7 or Lo No. .......Owner..........................A.......... . f�E��� Address Installer Address Type of Building Size Lot/ -------Sq. feet �-, Dwelling—No. of Bedrooms____________________________ _______________Expansion Attic ( ) Garbage Grinder ( ) `1 G� Other—Type of Building -------;-•-•-- ------------- No. of persons_-_-_ 2------------------ Showers Cafeteria ( ) A' Other fix ures -------------------------------------------------- w Design Flow.................. ......................gallons per person per day. Total daily flow....._._._.....____..._______.___._.__....gallons. WSeptic Tank—Liquid capacity`40Q---gallons Length---------------- Width................ Diameter__.__.-_..---_ Depth-------ib.D'AeLs `- x Disposal Trench—No_ ____________________ Width............-------- Total Length------------------.- Total leaching area;Yd'-C-)____-_sq. ft. f/1%W, Seepage Pit No--------------------- Diameter-------------------- Depth below inlet.................... Total leaching area------------------sq. ft. Z Other Distribution box ( Dosing tank ( ) Percolation Test Results Performed by-------------------------------------------------------•--. ---- Date------------------------------•._....... Test Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water...-----_.--.-------_..- (%, Test Pit No. 2----------------minutes per inch Depth of Test Pit-------------------- Depth to ground water-_.-------_-._-.----__-- Ix Descriptionof Soil -- !; - --P----------------------2--------------------------------------------------------------------------•---•------------------------------------- x --------------------------------------------- .................................. - Ta- = Q v' .......A/Arf?------------------- ----------------------------- ------------------w U /Natur of Repairs or Alterations—Answer when applicable._................------------------------------------- F,a_s_S�.Cj.:.-.-----...- 1 ------ ,----------------- wit-'��-------------------. Agreement: - The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed---- _ LCS- S// . Date ApplicationApproved By..... Z:__............................................................................. Date Application Disapproved for the following reasons---------------------------------------•-----------------------•-------------------------------------------•--•- -------------------------------------------------------------------------------------•------------------.------------•--•-•••---•-•-••-•-------•••••---•-•••----•---------•------•••-----------•-•-••--- Date PermitNo..---`q r -------------•-----•--------------------- Issued........................................................ Date w .. No.. - -----• FicH.... ...' ...... �? THE COMMONWEALTH OF MASSACHUSETTS ' BOARD OF HEALTH Avvlirtttiun -for, i_gpsal Vorkfi Tonstrurtinn Puni t I"d Application is hereby made for a Permit to'Construct (T ) or Repair ( ) an Individual Sewage Disposal , System . y j/ n a1'J� " •--•---- ----- WAX a�on Address or Lo No. Owner ia A1_................. e ' L.- C /G1E.rl.... Add ....................... p Installer Address a Q Type of Building Size Lot. —*X. :_,...Sq. feet Dwelling—No. of Bedrooms._.._..Z"_______________________________Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ____________________________ No. of persons....._ --_____------_. Showers Cafeteria QOther figures --------------- ------------------------------------------------------------------------------------------------ ................ Design Design Flow-------------S.. ...__.._...._..._.....gallons per person per day. Total daily flow--------------------------------------------gallons. WSeptic "lank—Liquid capacity.40A---gallons Length................ Width------.......... Diameter---------------- De pth._......0- loxAL x Disposal Trench—No..................... Width.................... Total Length--------------_---- Total leaching area$eO V--____sq. ft. /YeZe. Seepage Pit -------- Diameter____________________ Depth below inlet.................... Total leaching area.--...___-----___scl. ft. Z Other Distribution box ( Dosing tank ( ) ~' Percolation Test Results Performed by........................................................................... Date........................................ Test Pit No. 1________________minutes per inch Depth of "lest Pit.................... Depth to ground water........................ /f14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-_.__._--__--_--__._.__. w1; .. _______________________________________ __________________________________________________________________________�............._............_._.____..._._._. O Description of Soil_ _____:; ____________________ - vr--•rr. ..;,�- -----••--------- -------------------------------------------------- W -- U Natur o_f,�..Z�epairs or Alterations—Answer when applicab e.-.----------------------------------------------------dl- __�'c. _.:.______•__... "------�-`-�-��i.--------------- r ' --------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance.with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate.of'Compliance has been issued by the board of health. t i�t S S/Y.....ii •'-.• , Signed....x--- -- --- -•--•---- •-------- ,. Date Application Approved B �AL " r ate Application Disapproved for the following reasons:---------------------------------------------------------•-••------------•------•------•---•D......•--••----•-- ---------•---•--•-•-------------•---------•--••----•-•--- ................................---•----------•-------------=---•------••---------...------------------------------------------------------- Date PermitNo.__/T.4/......................................... Issued...................... ................................. Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............ �.W yt!..............OF........ !��/1'!�1j!y!:Ll'4.::.................................... Trrtif irate of Toms V'1fa';ttre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by............L..E$--'---•---' !!r l4 Installer at............. -_......-G!`/ETC=rt-��� = has been installed in accordance with the provisions of Article XI of The State Sanitary Code as described in the application for Disposal Works Construction Pe'rinit No.....Z� .......................... dated................................................ THE IS _. AN THIS `CERTIFICATE SHA NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL NCTIO D SATISFACTORY. DATE...-- ---- .................................... Inspector--- _• '_ e I.OMMOKWEALTH OF MASSACHUSETTS I BOARD OF HEALTH { No........A; FEE... C?G ....... C�nntr�trtt `�tit ,� a Permission is"hereby granted_:--�.C�S...-------��--�-�'-'�_._.--------------------------------------.._........--------._.._......-•-•--•-------._.._..-•----- to Construct ( k or`Repair ) an,, Individual Sewage Disposal System atNo. - ----------• ----------------------------------------------------------------------......... as shown on the a lieatio p Street •pp n •r D> pos�l Works Construction P�rrriit No._ Q ,_.___. Dated._.., -_✓r _...... ________ � ' ....................____________________________ _ _ _ ___ _ __._.___________...._ a of Health { DATE.J..,S". .I = t�/-................... -- --- FORM 1255 HOBBS 8i:WAR !fN_INC.. PUBLISHERS X• - h."lr �. t� 1 -• 1. S TOWN OF BAR STABL 2m9 SEP l Aid 9- 09 ASPHALT ROOF SHINGLES/ I O N _ a COLOR TO MATCH D I NEV DORMER Lie, . . EXISTING HOUSE t2 INSTALLED IN ' IIII S o a E)aMG ROOF ALL NEW TRIM DETAILING R— .. EAND XM COLOR To MATCH 12 ® - Q' W � EXISTNG HOUSE r ON t- . ..®- NEW STONE CHIMNEY � mZ J (MATCH - a Z . EJOST.) 12 _ ® 5 FM [ - NEW SECOND FLOOR �ii `I _ yz ALL NEW SIDING . _ - - 1 QI . TO MATCH EXLMG - . COURSING#COLOR E _ ® EXISTING DECK &RAILINGS/ ENI REFtJR131SH OR REPLACE AS REQUIRED ON , y EXISTTNG FOOTPRINT . - - - NEW GARAGE/HALL./ %n,.FIRST EXISTING FIRST . DECK @ STAIRS FLOOR 70 REMAIN FLOOR TO REMAIN FRONT ELEVATION SLATE- 1/r-1'-O' F N SECOND FLOOR CONSTRUCTION (MATCH �� IVVV =W 12 TYPICAL NEW DORMERS J ,F g INSTALLED IN E7QSTING ROOF �F I o 12 a y a pw� J O °° ® z 00 Z v _ FIRST W \`NEW GARAGE - - SECOND FLOORS TO REMAIN MA SHEET LEFT ELEVAl10N ® �� SCALE ,/<-_ �.-D- . SEE FRONT ELEVATION FOR TYPICAL NOTES I FILE JDS09003AI DAZE DB 02 09 PROD. MGR. JDS {{j 01 ------------- I , I B OW ~ �� �-= ————————————--- REMDVED �a EXISTING ROW TO BE Iy ®-W RE)JOVED FROM FAMILY � � ROOM AND PORCH cn I AOCESS LE II ('----- ------1-'— hm - --- 4 I F_TFURM lI , W i 1 At9 RAMPS i( 1 3 Lz TO BE fi REMOVED - 'L= --- BATH ' Q o \ I I I I 1 (NO WORK) I , w/O . ` DJasTTNG I I I I I I I BAYl DWI 111 L------------------------ FAMILY RM. REMOVED BEDROOM rr/ 11 I I HALL. EXISTING WINDOW TO BE REMOVED ? _ - THIS PIATFOR#1 _TO RE G�)r�\ O�)r��``- o-c REMAIN CIDSE[5 o � TO BE REMOVED , j:3 'IIL- L5� EXISTING ROOF 3—_—_—_— ' — — Z 11111111 JJTO BE 1 D(ISTING HxNDows I FOR YE I DaSTING.STAIRS TO �— RELWVED AM RBAD FD AS SH TO�oWN I I __ i ��; BE REMDVEO $ EXSITN 1� PORCH IGBAY D° REIAOVED �r'// BEDROOM EXISTING wlNDow DOS'TING DOOR/ TO kr Swo GHT MOIEn DECK m LI rir I I TO BE REMovm }4 Rluo00� wN DINING . OO EVE EXISTING REMOVEEXISTING - - - _WI REMOVE DOSMG KITCHEN DOOR SHOWN SECOND FLOOR DEMOLITION PLAN EXTEND PLATFORM SCALE- 1/4' _ V-O' AS SHOW To"ALIGN WITH EDGE OF NEW } ! _ e STAIR/SEE PROPOSED I I I I I i f I I I i I I FIRST FLOOR PLAN� N z I � Q LINANG RM.' F 1 (/�RVD@OS REMOVEDJ EC g�-- . . . REMOVE_ _ ` O CLOSETS AND @'1�A i SHELVES AS SHOWN - w LJ ��S Ii I W/D - w J w m z § U J En Q d FIRST FLOOR DEMOLITION PLAN MA SHEET �TxClr1� �' FILE* JDS09003A3. DATE:09'03 09 PROJ. IAGR. JDS - CAI- N/A 2 A4 V4HDOW SCHWU (� i EXTERIOR. DOOR SCHEDULE KEY OTY. DESCRIPTION DOOR SIZE MANUFACTURER ODEL KEY I OTY. DESCRIPTION ROUGH OPENING MANUFAMIPER/MODEL ® ® ® ® 1 1 15 LITE w 2 SIDF1fIE5 S-o'x a-B' ►ffx. 1D BE DETERMINED A 16 DOUBLE HUNG r-s' x 4'-,• ALS715e"h' WOODWRIGHTS 26310 W 6/6 taw.>:s 0 1 B 20 DOUBLE HUNG 2'-8' n.4'--9" AND .1N .R:%Dti�ti(7!S 2+46 W 6/6 GRILLES _ - 2 2 HINGEDFREmc WOOD G1IDING PATIO- 6•-0-x'8'-r ANDERSEN VM905FwGs8S 3 1 H1NC,'fD PATIO 9'-0"x 6'-8' ANDERSEN MH90685ASR C 4 DOUBLE HUNG 2'-Y x 4'-9' iM1y-3^!s?JV-1TS 204E W 6/6 CRl'1E5 D 2 DOUBLE HUNG ARROW WIL 5'-O" x 4'-9' ANJS..P 04 WO0=D'Wa TS 244E-2 W 6/6 GRILLE- ALK-IN NEW 4 1 ENTRY 3'-0'x W-8' SIM 6 PANEL . E , DOUBLE HUNG 3`-Y z 3=1' ANDS?SEN WOODWRIGHTS 30210 W 3 GRILLES CL 9'0' 5 1 OVERHEAD 9'-0" x 8'-0' MFR. TO BE DETERMINED - F 3 AWNING 2'-0" x 2'-0 i Y AND 400 SERIES A21 W GR11.LES �j,J k A+ SET m SWING 8 1 GLIDING BARN DOORS 8'O"ML x 14'0- H. MM. TO BE DETERMINED n G 2 AWNING 3'-O" z 2'-0, 2' ANDVRSEN 400 SERIES A31 W GRBIFS y W 7 1 ENTRY 6•-O' x 6-8- DOUBLE STEEL 6 PANEL i H 7 DOUBLE HUNG - 2'-6" x 4' 5 1 r ANDERSEN!2DO ORES 2442 W GRI LES - Q k _ - - I 11 AMMING r-a- x S-0, r ANDERSEN 200 SERIES AXW= w GRILLES w I NEW NEW MASTER J 2 CIRCLE TOP 4•-O 1 2'x 2'-3' ANDERSEN•2DO SERIES CTC2 W GRIIFS O 266E K 4. � BEDR00 'TRANSOM 16'-0 1 2' x 1.0 1 Y ANDERSEN 2DO SERIES CTR4010-4 �'"/"•) (2)2oa8 IA r 3 c) . - WINDOW _ _. W r Oy< 2888 NEW ♦ ) "IIIIIIIN NEW NEW V4 2666 NEW Lu m E J . 26s6 Do 1 2686 x a A. © NEW a EXIST. EXIST. 3'x6' WINDOW WINDOW NEW T,B SHOWER SH MAS BATH ) BATH EXISTcl ® G / 2 0 0 �T� b EXISTING O BEDROOM ® 4 NEW ?MOM I 266E WINDOW NEW C L--LIRE OF 4'BALCONY A4 ATED - CLI�ET i ALIGN W/ - - . O ABOVE/CANTLEN R - NEW NEW - OA WINDOW 4 , PT JOISTS BACK INTO HALL 2688 zees BELOW A4 NEW , NEW FLOOR FRAMING - WALK-IN 8 MIN./CUT DEPTH BY GC, Y AT EXT. wAtl... - o„N�`"'R NEW iCLOSET J NEW BEDROOM O RAILING NEW � FAMILY RIB. 1 2666 ALIGN W/ fs-4, V ® W1Nnow A NEW BEI.OW N GARAGE NEW ® LMDIRBG LOFT EXIST 2s� o (D o S EXIST. EJOST. ALIGN W/ ALIGN W/ m WINDOW WINDOW L WINDOW WINDOW 1 BELOW BELOW w EXIST. 1 A4 Rs' DOOR _ - N�Y<`f3'd C.O. LZ 6„ DOORS EXIST EXIST - - - - r i HAL� :, i WINDOW WINDOW ©. , -- SECOND FLOOR PLAN _- SCALE: 1/4' - 1'-0' NEW - - - wO _ DINING BAY"-M FOYER TING EXIS .R r-, DECK BY GC DOD CA- MO I STAR ^ i s (REF SH AS REOUBRED) V) b NEW 9'O' x 6'O' l� O Q ©: µ V OVERHEAD DOOR � � - , cQ 00 A4 KITCHEN © U Lti ,r-+- (NO WORK) a J y V) EXIST o J OPENING ofa O OPENING .. S O Z ® . �b;I EXTENDPLATFORM ' - TO AU04 z 66 aT 1I WITH NEW LI VI,V G R M. NEW STONE a_ UP NEW WALL AS SHOW WALL - - FIREPLACE �LR�.D. U O i EXIST AS SHOWN T� .. 4C�'" _ O EXIST. J OPENING - u_ �A FIRST FLOOR PLAN LAY./LAUNDRY DEN ��N\\ O (DW. SHEET - SCALE: 1/4-- 1'-0' \ � _- , OPENING .. OPENING EXIST EXIST ti FILE* JDS09003A4 WINDOW WINDOW .DATE:09 03 09 PROJ. IAGR. JDS CONTINUOUS RIDGE VENT - 12 TYPICAL ROOF-CONSTRUCTION: 8.5�_ ASPHALT ROOF SHINGLES TO MATCH EXISTING/ . _ (MATCH 9"INSU 5/8"CDX PLY SHEATHING/2x 10 RAFTERS AT 16' O.C- . L EXrSL) - 12 NOTE-NEW TRIM DETAILS 2 x B PROVIDE "PROPERVEH7" OR EQUAL STYRAFOAM 35f J— INSULATION TO MAINTAIN VENTING- �-TO MATCH EXISITNG/ DOLLAR TIES AT EAVES AND SLOPED ALIGN EAVES AS SHOWN/ -- �\. O 16" O.C.. w SEE ELEVATIONS INSULATED CE]LINGS/PROVIDE CONTINUOUS ;: SOFFIT VENTING/PROVIDE RIGID IHlSUL ---------------------- NEW M-AS AS REQ'D. TO MAINTAIN GN TOP VALUE AT SLOPED CEILING INSULATION TOO MMAIINNTAIN VMTING s7YRAFOAM ,ate WITH° BEDIR .. - 12 TYPICAL ROOF CONSTRUCTION: NEW LOFT AREA AT EAVES AND SLOPED TOP OF BDR►. NEW EXTERIOR WALL 6' (— ASPHALT ROOF SHINGLES TO MATCH E)wnw/ m m - INSULATED CEILNGS/PROVIDE CONTINUOUS JOISTS g 3/4"T G CONSTRUCTION ABOVE .. (MATCH 5/8" COX PLY SHEATHING/2 x 10 RAFTERS AT 18" O.C. SOFFIT VENTING/PROVIDE RIGID INSUL 12 LY. EXISTING TOP PUTS_ EXIST.) ,w o AS REAb. 7O MAINTAIN R30 SSt r— 12 NAILED WHITE CEDAR SHINGLES VALUE AT SLOPED CEILING IRS NEW SUBFL.00RS STAINATCH TO WEATHER TO /1r� NEW 1 3 z 11 7 8' O tY O.C. - MATCH EXISTING COLOR/ UFT/STMAM Lu $gi.f TYPICAL NEW -- "TYVEX' OR EQUAL AT FRMff OF GARAW ® .. WALL CONSTRUCTION :. 1 x 3 STIIAPPNHC O O-C. BUILDING PAPER/ Sin - 5/6" PLY GLADE&NAIL /� LAUNDRY DEN , TYPICAL ALL NEw cau '9/H2EA7�MNG/2 PLYWOOD TUDS ca nit HALL CLG. . EXISTING AT 16" D.C. JU = m� _ I - EXISTING EXTERIOR oasTINc EXTERIOR � - - F WALL CONSTRUCTION WALL CONSTRUCTIONREMOVE SIDING/. d 3 SHEETROCK OVER FAMILY RM. —EXISTING EXTERIOR � N �C N GA E SHEATHING �ly EXISTING SLAB IS,6 TO TOP OF PLATE -- ew .l BELOW MAIN HOUSE ELEVATION MAW HOUSE o EXISTING FLOOR ELEV., ABOVE GARAGE •In �� SLAB- T-4":E FULL BASEMENT - ---- . NEW.GARAGE SUB/ FROM WALLSA—MIS/ SEE FOUNDATION PLAN SHEET A/s _ n SECTION THROUGH _ - S ECG THROUGH EXISTING FAMILY RM./ . n SECTION THROUGH GARAGE EXISTING H0 NEW MASTER BEDROOM SCALE 1/4'- 1'-U' --_-- -. _ SCALE. 1/4"- CONTINUOUS)aDCE VENT - _ ------------- (MATCH EXIST.) 12 OVIDE"PROPpIVEN1"OR EQUAL STYRAFOAM I r--- PROVIDE DOWfl.S. $ �— INSULATION TO MAIIJTAIN VENTING I .'� AT EAVES AND SLOPED - AT JUNCTION OF 1 k+ INSUUTEIY\CEIUNGS/PROVIDE CONTINUOUS I I NEW✓E EXISTING - o SOLID EAz?2 G ,SE?LATE HEIGHT SOFFIT'D_ T1NG AINTAIDE RIGID INSUL. 'I I CONCRETE WALLS - S UNDER GABLE j f S*THEAVES AT NEW NEW AS UE AT SLOPE CEILING R30 I 1 Y N g�8 f VALUE AT SLOPED CEILING WALL—� N NEW R - ,' T'GE7/.EI/A„QN BEDROOM CONSTRUCTION aff= (MATCH '�' 6' FIBERGLASS EXISTING TOP PLATE: z 10' CONCRETE FROST EX6T.) 12 DROOM - WHITE CEDAR SHINGLES I I WALL ON 16" x 8" CONTINU S. . 8.5 SOUND INSULATION TO MATCH EXLS7ING/I - i I CONCRETE FOOTING TO 4'- F i STN TO WEATHER TO 2 x 10 O 1 O.C. I I BELOW GRADE TYPICA ? MATCH EXISTING COL(7fi/ I 'TYVEK' OR EQUAL 1 z BUILDING PAPER/ s I - 4 GARRAt'PAPIEDD u H.De_ ` EXISTING '/Sf$r..ahEDIMIG PLYWOOD 'xY4 sTu' i ' EW G AGE . ;E'1.,6RAGE E TING AT D.C. ? EXISTING BASEMENT LIVING RM. FAM I RM. ' EXISTING FLOOR M,-U"t BELOW I I EXISTING FOUNDATION WALLS O l2' O.0 I MAIN HOUSE FLOOR SRN.P HEIGHT CONCRETE SLAB -EXISTING FAMILY RM. - IS Y-6't/RENOVE 70P PLATES AND I I 6 x 6 W.WAL/ EXTERIOR WALI/HIENOVE ; - SISTER NEW 2 x 4 S7UpS TO EXISTING I I PI TO OVERHEAD c ns SIDING/APPLY 5/8" TO.RAISE PLATE HEIGHT SO THAT WITH I I GYP. BD. 2 x 10 JOISTS 70P OF-JOISTS MATCHES I I NOTE EXISTING FAMILY �` -TOP..OF:EXISTING SECOND FLOOR JOISTS. I :. - �. .CRAWL SPACE- PROVIDE IAK RM. SLAB �. . EXISTING ' ' 3'WIDE x W NE1W GARAGE SUB FROST WAFLI�ANYDRM. I - NOTE: ---------_ 2' ACCESS J V FOOTINGS FULL BASEMENT I r CONC. r-- ------ H� -�a DROP WALL FOR DUST COVER I BSMT TO —NEW FAMILY RM. - - I I AS SHOWN/POUR I I PROVIDE DOWELS NEW CRAWL � �+� Q FROST N��� _ I Ii SUB OVER-� -- -----_J I AT JUNCTION OF _ SPACES I Nt1N ec D05IING I ------ coNCRETE WALLS L=_____ Z V 4 s TI N_.:THR H - I n S ON R n rn EXISTING HOUSE SCALE 1/4"— 1'.-0. - SHEET FOUNDATION PLANPLAN �Q $GALE 1/4 1'-0' LJ 1.►� FILE& JDS09003A5 DATE 09 03 D9 F. n AL ATZ MCHi C. t Lsaner / AVn APRiON i 1 -3 4- - —LOOK �24 /- +f 01 �• e LYNN.. 460,2 A ..... i . l 1 006 .7. (7 _ 2 114 (•r-pq, b�a � � gym¢ io i a v��ng W °J cn vu �cup 5 ' a AS—BUILT FRONT ELEVATION . _ SCALE: 1/4" = 1._O.. 0 ® ® ¢ a N U) j z w W� N �a N U - V Q W H O Z zcn - z w 0 m. Q z w (DECK NOT SHOWN) m RAJ AS—BUILT LEFT ELEVATION AS—BUILT RIGHT ELEVATION � �< w SCALE: 1/4' = 1'-0" - o z N E SCALE: 1/4" = V-0" Q -J m � � m 0 Q SHEET 2 LL 2 FILE y: JDS10025AB1 .3 DATE:11 21 10 w PROJ. MGR. JDS - C.M. N/A a 0 a _ a - F.I _ a V� H ma J O N Q 0 �H X� Saw O BATH a FAMILY RM. W/D BEDROOM II WALK-IN A - CLOSET 9 II FOYER e HALL ::: II B STAIR NEW I - DOWN WALK-IN „ BEDROOM - P O R C H CLOSET II RAILING II I �\ --- DINING N 00 LOFT 00 omo N Z KITCHEN W W F in �a � DN.2R. - U Q w F o Z O - Z LIVING RM. AS—BUILT SECOND FLOOR PLAN SCALE: 1/4" = 1'-O- Ld BATH w co ECRAFTS/ z LAUNDRY o 0 (z N a_ E it V Q J m AS—BUILT FIRST FLOOR PLAN M SCALE: 1/4" = V-O' U) o Q SHEET i o m LL 6 FILE : JDS10025A62 DATE:11/21/10 a PROJ. MGR. JDS m C.M. N/A a a PLAN NOTE: DRAWINGS BASED ON AVAILABLEC O N S TR U C Tel O N SET CONTRACTOR TO VERIFBYEST ORMATION ALL CONDITIONS FAND DIMENSION AND IN FIDE DB AND ADJUST FOR GENERAL DISCREPANCIES. BIRCHALL CONSULTING ACCEPTS NO LIABILITY FOR ERRORS OR OMISSIONS. I -�FDOTING l4'DEEP � b I /— MINIMUM 32.16 WALL VENT 2.8 P.T.SILL THIS SIDE / (NFA J1492 SO IN) OVER HANG FOUNDATION 2' (FDf�. v J- • TYPICAL 5/8x12'ANCHOR BOLTS 17' D. SOFFIT NAILER)USE 6'SILL �1 L I EMBEDDED MAXIMUM M B13L N BPS D.C. SEALER ON WALL I� ! T 9_ I WASHERS MA%IMUM BOLTS 40'D.C..6' 4x4 POST IN WALL TO SILL —� 2x10 P:T.SILL SHOWN - IZ ! •N I FROM ENDS MAXIMUM FURR WALLS AS REOUIRED ro . (FOR REFERENCE I rc ! DESIGN V(19)/D(18) (3)2x6"UNDER GIRT.BEAR ON \ x H ALL 1'CHAMFER ON END o WALL SHOE END GRAIN BLOCH LA ry 6'SLAB V/10' SONG TUBES TO V y n DROP FOUNDATION Il 3/4' 19•-4 I/4' 4'BELOW GRADE.POUR MONOLITH. "4 I. RT 4•-0" -_--_ -10'-6"SPAAN BEAM 02— ' 4•—s}4' a•-4, 2" 15•-0 710'-B A. 1 4" FROM FINISH FLOOR MAXGRADE DECK 1 M q r__I' ^EDDYING 14'T DEEP a -I BELOW TO SILL SET FOR(21 TREADS,FIELD L `I ADJUST FIN2 ➢ROP , ,J I _____c_ _-______ ---I - - ;.I w F - 8" BILCO SL DR SIMILAR SEEP T NOTE SEE POST NOTES - - = L J ,I BULKHEAD I CPPOSI \ OPPOSITE \ \ _ !ZF• S LL SHOWN _ OR EFERENCE i NDTE�VERIFY ALL GRADES ' r2-fi:� p °,V/G.C.BEFORE SETTING `I ( I_._ ___,.J FOUNDATIDN.ASSUMED 4'-7' (3)1 3/ax9 1/2 I(n W,l• ' ry BATH u = I ` I POUR,315'GRADE DROP LVL FLUSH WITH -A. 2ND FLR 116x6/ e LOS SHEATHING:BEAM I(� I 0 _ I I m SH 2 ° AS i /fix6/ 2/4x6/6 I -I.I ! 7 rBE M POCKET 9 3/4'DPi n / / (7 SL ED J m _ _ e e ' - 93 4" IF COILING HIGH FLAT CEILING - - I 3'_p' 5'-0- 1'-8" N 1= DEN ----- ------------------ �4NT 9-n z 00 �t 10'SOND TUBES TO 4' •I O U§E t` BELOW GRADE TYPICAL 5/8x12-ANCHOR BOLTS(7' EMBEDDED MIN.SIMPSON BP8-3 S/ }O W O N BEDROOM WASHERS MAXIMUM BOLTS 48.O.C_6' LD J J Z SLOPED COUNG 1 - FROM ENDS MA%IMUM SE PLAN FOR ,j J ~Q 3 BOLTS REQUIRED/SIDE 6 ED SPACE 2-CONCRETE DUST Z Q Of N � A5 - - -CAP 02 00 APPLY MINIMUM(2)CAST ASPHALT O F--V) 00 I 3/0x6/8 WATERPROOFING TO FOUNDATION BELOW •I WX r Q O GRADE USE CAUTION T ESTABLISH O 6' RUSHED STONE O co I�W lf') GRADE AND HOLD COATING DDVN Ai I �,k LEAST 6'FROM GRADE O 7 1/2 L ( FOUNDATION SECTION o\\\ 2 5. In 01 1 29•_n" SCALE 1/2"=1•-0- Z?- V) In m O In In c a V)Z W 1ST FLOOR PLAN 1 1ST FLOOR PLAN 2 FOUNDATION PLAN > = u SLATE i/4' 1'-0" SCALE 1/4 1'-0" SCALE 1/4" 1'-0" 3 o Z NEW ASPHALT TO MATCH EXISTING. p REMOVAL SCOPE PER OWNER,GC Z N TO yVEA RyIIFFFY..(�CALLL NEW h RE-ROOF EXISRNG DORMER TO REMAIN TD3741tY�/t LVL R5 rtEE7T BELOW LOWEST RIDGE OLD ROOF REMOVED i\ T EXTEND DORMER TO POST LVL TO WALL BELOW ADDITION+24'FOR -_. -. FINAL FRAME THIS AREA TO BE z HEADROOM ` -- ----- DETERMINED IN FIELD HEAD OF RAFTERS AS '"�•''� i. . RED (2)SI)W22338 SEE SECTION FOR GIRT %i i%,-i: ..'; Q_ (3)SDW22338 I F E 10•-8 1 4" _ SIMPSOM I75 HANGERS J OUT it 3 4x9 1 4 LVL TO WALL BEAM g2 FULL WIDTH i J m ,^ 2.8 P.T.SILL O.H.t2" — I 1 I I NB - \ VALLEY FRAMING 2F8M6"O.C. O V 1 3/4z 9 i/2"LVL I I I. L. _-! I -' INFlLL 1 3 4x9 1 2 LVL BOLT TO 1 I -_------ - j _ I I MAY NEED TO ESTABUSH RAKE N AS REO I EXISTING WALL ALONG THIS LINE. WF 2xB BLOCK FOR WALL ABOVE KEEP FLUSH W/TOP LVL I - 2x10 RAFTERS®16'O.C. ¢ Q C F I n 1 1 3/4z9 1/2'X3'-0"LVL SISTER Z m L O F Q Q 2xIO UNDER PARTITION l^ 2x4 TIMBER HUNG TO LVL I ¢ L) U 2x6 P.T.SILL y _�- 0 1 3/4 z9 1/2-LVL HEADER I 1 2.6 WALL L -I �L�yyLJ� - Ii r , 10'FOUNDATION W14x30 BEAM W/2x8 TOP PLATE RIPPED 6 O W O -----' (3)2xl2 GIRT,USE 1 PIECE I C - 2X6 WALL BELOW I 3/4.PUNCH STEEL 9/16 6 24"STAGGERED k w N LL 10"FOUNDATION _ L N y iv m ENDS.BOTTOM 1 2"PLATE PER DETAILS A3 ,^/ Q o V 55 LIJ U`I ! 9 1/2"T.A 240 O 16"O.C. a- " c I od , j I it I TRIM TO MATCH FOISTING Of ry _ I -I O � I I EAM QI / 12'-4 1 4"1 3 4 z 9 1 2 LA 9'-6"1 1 8"LVL RIM J015T I O (2)1 3/4x Ii 7/8"LVL _ 1 99,'n•, _ I Zo-o r--}_,Q' — 319'_-0 SL22�015T9�Y LVL RIM JOIST 22�n- (})SDW22}}B 1`LOAD ON 5 END SF-BEAM 8 SCANT: 7'BACK - -- ROOFWALL O 35 @ 55 LF •4.5 15B 280 'c WALL 2ND O BO PLF BO REMOVED WALL BEAM Y2: il•SPAN DESIGN A2 . HDECK 2ND.75 k 55'9 315 495 NEW DCK 1ST NA d WALL 2ND O 80 55 9 WALL 2ND®BO PLF 80 0DECK 1ST 40 k PL 60•1 00 60 NEW DCN 2ND 35 h 55•9 315 495 _OLD I5T NA TOTAL 513 96J OLD DCK 2ND 40&60•5 200 3001 POINT LOAD WALL 1280 OLD ROOF NA DECK 40+60 1.5•6 480 720 TOTAL 515 875 FILE : JDS DATE:12/22/11 1ST FLOOR FRAMING SCALE 1/4"=1'-D" 4 2ND FLOOR PLAN SCALE 1/4-=r-0" 5 ROOF FRAMING SCALE 1/4"a 1'-0- 6 lY E G E N SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE PROP. VENT NOTES MARKED WITH MAGNETIC TAPE OR PROVIDE IF NEC. (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. PROVIDE 20" MIN. DIAM. WATERTIGHT 1. DATUM IS APPROX. NGVD (GIS SPOT EL) 99- EXISTING CONTOUR ACCESS COVERS TO WITHIN 6" of FIN. GRADE ACCESS COVERS TO FIN. GRADE fP 6 14.2o ACCESS COVER TO WITHIN 6" OF FIN. GRADE 2. MUNICIPAL WATER IS EXISTING y X 99•1 EXIST. SPOT ELEV. P FOUND. EL s7. PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL 33RADE 99 60.8' Kai3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. ao0' PROPOSED CONTOUR MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER/SYSTEM 63.2' Cote 'po 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS GfP 6 PRECAST [98.4] PROPOSED SPOT EL. RISERS (TYP.)0 PRECAST H-10 4"OSCH40 PVC 62. ' TO BE AASHO H-19 +'r).2o SEE PLAN Lane RISERS (TYP.) PROP. TEE 5. PIPE JOINTS TO BE MADE WATERTIGHT. TH 1 4"SCH40 PVC 2'0 61.3' PIPES LEVEL 1 ST 2' " 0.75' MIN addler 2'm 2 DOUBLE-WASHED PEASTONE S TEST HOLE OR GEOT XTILE FABRIC o YY " 10• EXISTING 14• 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH _ 2> SLOPE OF GROUND ~• 1000 GAL H-10 TEE * 10• PROPOSED ° ° ° 310 CMR 15.000 (TITLE V.) i TEE 9,g t 59 38' TEE 1000 GAL H-20 0 0000000°0°0° °0 r °0°0°0°0°0°0°0°0°0°0°°0°0°°o°o°O0°0°o0°°0°0°0°0°°0°°0°0° °o°°0°°0°0°0°0°0 SEPTIC TANK PUMP CHAMBER ° °o°o°o°o�o�0 0° 0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°o°o°o°o o°o°o°0°0°0°0° Street UTILITY POLE (RE-USE**) 61.98 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO ° Oak �� (SEE DETAIL °0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0co o°0°0°0°0 0°0°0°0°0°0°0°0 ' o00000000000000000000000 0o0NtRO 0R LOT LINE STAKING OR ANY OTHER 1 PROVIDE 62.18 62.01 61 .2 BE USED F FIRE HYDRANT (v•l.r l 6" MIN SUMP " PURPOSE. Locus ds GA S BAFFLE & 56 OF 4 PVC SET AT 005/ SLOPE ''• , • � TUF-TITE EF-4 ,,, 12" M INT. DIM ON 6" DOUBLE WASHED 3/4" - 1 1/2" STONE 8 �� e F NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING EFFLUENT FILTER ' ' ` ` IN. . PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. Three on 0 0 0 0 0 0 0 0 0 o c 14-20 60' x 10' x 0.5' DEEP LEACH FIELD Ro e Lone a% a' (OR EQUAL) 000oO°°°o°°°°°°°°°°°o°o°c " s�o o„Ononono„o O� o„o„0 Ono, DISCHARGE HOLES NOT LESS THAN 3/8 9. COMPONENTS NOT To BE BACKFILLED OR CONCEALED 9� NOR LARGER THAN 5/8" 5.0' WITHOUT INSPECTION BY BOARD OF HEALTH AND 6" CRUSHED STONE OR MECHANICAL PERMISSION OBTAINED FROM BOARD OF HEALTH. 2 % SLOPE) ( *THE INSTALLER SHALL VERIFY THE COMPACTION. (15.221 [2]) 17 7.1 LOCATIONS OF ALL UTILITIES AND ALL ( SLOPE) 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING � a Q° oe DIGSAFE (1-888-344-7233) AND VERIFYING THE BUILDING SEWER OUTLETS AND USE G-W AT ELEV. J.2' LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES ELEVATIONS PRIOR TO INSTALLING ANY (TOP OF DIKE ELEVATION) PRIOR TO COMMENCEMENT OF WORK. PORTION OF SEPTIC SYSTEM 14,Zo 54.1' BOTTOM TH-, LOCUS MAP NOTE: ELEVATION OF 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE PUMP N 'Zn LEACHING G-W CONTROLLED BY REMOVED 5' BENEATH AND AROUND THE PROPOSED FOUNDATION EXIST. SEPTIC TANK 26 26 Do BOX 5' FACILITY DIKE AT SOUTHEAST LEACHING FACILITY. NOT TO SCALE SCALE 1"=2000'f CHAMBER CORNER OF POND 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND -TTL*0C- 6-r1.0J0'C>uA 'TFfR REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. ASSESSORS MAP 173 PARCEL 15 • AT EL• IS-1*H- PE-6-"TtwN jAW. BUOYANCY CALCS: L-oT S 1ZE i 1.07 x 9 x 5.25 x 62.4 = 3155 LBS UP O�T "Z ONE -f i ALTERNATE BENCHMARK: USE C. i BASIN AT ELEV. 61.4' 1000 GAL H-20 (SHOREY) WEIGHS 14,500 LBS (OK) 20 , /TEL 6 20 ALARM LAND CONTROL IDE PANEL TO i i RISER BUILDING. ALARM TO BE ON 147, �, OPERATING POIN 62 N PROP. VENT WITH CHAR OAL FILTER SEPARATE CIRCUIT FROM PUMP �/C� / W 15 �, 2.7' IDP± .0�" i AND BUGSCREEN (FINA PLACEMENT BY z \` INV. IN 59.38' 1000 GAL. H-20 S T CONTRACTOR WITH HO EOWNER p �I.88 CONSULTATION) 3.56 2" PRESSURE LINE 62.02 " TEST HOLE LOGS OP +o.00 oy o. 525 GAL.+ SLOPE TO DRAIN BACK TO PC to gERi / / D WELLING FLOAT SWITCH ISTINGALARM ON RESERVE 0.25 WEEP HOLE J ��j SETTINGS:5.3" WORKING RANGE 5" CHECK VALVE ARNE H. OJALA, PE, SE Q P�,% APRON / ��'�� '�j P AV � 6 MYERS SRM 4 ENGINEER: (� -� +62.88 63 5 3" DAVID STANTON, RS 0 5 N i/0 441 69.58 \ \ �ti \� 94 PUMP OFF 12 SYSTEM (OREEQUAL)HP PUMP WITNESS: �` �1.38 \ MAY 29 2009 / \ \ 4SQ 55.13' -�1 71 \ b 1 26 � \ 000 00000 0 00T0T000 000o a o 000o DATE: \ \ PUMP MP CHAMBER PERC. RATE = - < 2 MIN/INCH 0 50 75 100 \\ G \\ 2 �62.54 25 61 \ Op�gL \ 28 \ 10 \ 62 (NOT TO SCALE) I 12576 CAPACITY - GPM / \ !% F( \ \ \\ -� WATERPROOF/WATERTIGHT CLASS SOILS P# PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP �\ \� +61.00 \ \\ 1 PROVIDE APPROX. 175' OF 40 MIL \ _q \ \\ P.PI \ LINER AT 5' OFF PERIMETER OF SAS 61,12 _ \ (AT LIMIT OF REMOVAL). TOP AT ELEV. ELEV. ELEV. 01 \ \ \\ �61.19 62.5', BOTTOM AT ELEV. 58.5' 0" " 61.1 ' 0" 61 .1 ' 4 \ .4 \ \ �. �60.78 A A \ \ 61.10 TH \\� � LS LS o TH \\\ \ eo.39 'S' REMOVAL OF UNSUITABLE SOIL REQUIRED 10YR 3/1 .� 1 OYR 3/1 Ap/�I�nm�,n�n��.r-Tr-n nC.l._Ce/`Fin.IC F-V-1I,ITY _ 4 .. DOWN TO SUITABLE SOIL LAYER. REPLACE '+6°. ` ` 60.24 SYSTEM DESIGN: - _ 1`L WITH CLEAN MED. SAND, TO MEET E � (�r ^ill \A \ N \ 66 SPECIFICATIONS OF 310 CMR 15.255(3) sg.�7 \ IT GARBAGE DISPOSER IS NOT ALLOWEDLS LS \ + + 0 1OYR 6/3 1OYR 6/3 �9 PROP. 1000 DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD 10" 10" GAL\PC 60.8 + �X�( -p ,� �'61) ? NOTE: FINAL GRADE OVER H-20 D'BOX TO USE A 440 GPD DESIGN FLOW B B %(-T +59. 2 \ r O BE ELEVATION 63.8' ,-Lt,J°r� ��, � 0. 1 \ I GASLINE APPROX. HERE SEPTIC TANK: 440 GPD (2) = 880 LS LS p \ _ 1OYR 5/6 1OYR 5/6 J \ EDGE AW84 P� RE-USE THE 1000 GAL. SEPTIC TANK** 24" 59.1 , 24" 59.1 ' 6 N �-6 0 +61.59 ADD (1) 1000 GAL PUMP CHAMBER PERC C C � � \ 1 \ \ +61.04 .09 LEACHING: FS FS r0� EXIST. S\\� 0.85 \\ SIDES: N/A OBS. WATER OBS. WATER ' pFF\ ��* 8B �\ \ \ BENCHMARK 6 55.9 62 55.9 \ COR WOOD DECK BOTTOM 60 x 10 (.74) = 444 GPD wF \ 1 1 \ OFF GROUND & 6 . 2 1.72 \\ ELEV. 1 OYR 66 TOTAL: 600 S.F. 444 GPD 84" / 54.1 ' 84" 1OYR 6/6 54.1 ' \ 61.06 11 •\\ \\ GAS +61 61.33\1.19 \ +61.80 USE 60' L. x 10' W. x 0.5' DEEP LEACH FIELD A c • 4-1- METE G� 61.5:% �\ //)-61.27 WITH 4" PERF PVC AND DOUBLE WASHED STONE (?6 1. EXISTING OF / DWELLING 4_61.39 TOP FNDN. .= 63.6' 61.53 61.86 612§HED APPROVED DATE BOARD OF HEALTH MA 62.75 61.20 11�L OE' 5) S I T E PLAN 64.62 OF O 125 OAK STREET WEST BARNSTABLE FLAG B •• PREPARED FOR •\�cF of •\'' � BORTOLOTTI CONSTRUCTION/McCAFFERTY •\ +56.59 JUNE 19, 2009 Nlf-56.67 Scale: 1"= 20' FLAG A rCl �0, 0 10 20 30 40 50 FEET S � � O C� �INOF4fj off 508-362-4541 �\'S A OF AIIA fax 508-362-9880 �o DANIEL �N �o DANIELA. 16p downca e.com U A. o OJALA P OJALA ( CIVIL cn down cope engineering Inc. A No.40980 No.46502 SOP \0 ��C��G,ST �° `` civil engineers S Rv�- �� A ION L �0' land surveyors 6_v) - 'Lcx_� .J 939 Main Street ( R to 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 09- 1 05 09-105.DWG(SBO)