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HomeMy WebLinkAbout0821 OLD POST ROAD (CT & MM) - Health 821 Old Post Road Cotuit I A = 073 - 007 / o Q 0 o Q v 4 No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered,in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplication for Misposai *pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon ❑Complete System ❑Individual Components Location Address or Lot No. g Z 1 p LeA PoSr R-o,pA Owner's Name,Address,and Tel.No. Assessor's Map/Parcel �" ��T 0'l 3 o I �^ s %G V eS f O Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. `ga(jw 1- 'j. ()U vL co. �iu�C,. Ei 0F(( 7 f67 iq Type of Building: G Dwelling No.of Bedrooms "� Lot Size 0 �, + sq.ft. Garbage Grinder( ) Other Type of Building ���1 tA-✓i A No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title _'&Z% QLA Poi 1 CiA6p-yi ,�t Size of Septic Tank 15 O C7 Type of S.A.S. Flo lb ""Sacs Description of Soil Nature of Repairs or Alterations(Answer when applicable) un-\P QMA L, —1�C-- Date last inspected: t1 v1. 1GvL L4j.vj 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 realth. (� Signed Date a Z(P r 2,,oZ(� Application Approved by Date 1 �U Application Disapproved by Date for the following reasons Permit No. ;to 0— -Z- Date Issued 31 6 2.070 25 , E No. Fee s THE•.COMMONWEALTH OF MASSACHUSETTS Entered-iVcomputer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARN.STABLE, MASSACHUSETTS Tipplication' for Misposal *pstr'm Construction 3permit . Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon ❑Complete System ❑Individual Components Location Address or Lot No. i21 0 L.A 1� ^��' tl_-.�>pA Owner's Name,Address,and Tel.No. Assessor's Map/Parcel G T.�iT ®o`I f � �► (f t!�t c Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. v /t r"j 0 r/vc L J. 4 x•�-C,. 5�08r4 7 9t`' Type of Building: Dwelling No.of Bedrooms Lot Size �, Coo 'sq.ft. Garbage Grinder( ) Other Type of Building y" A No.of Persons s Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date '3 Z 1 Cat..Title Pn,,T C A-64" '14 Size of Septic Tank 5 O Type of S.A.S. f 5 ?. , Description of Soil e Nature of Repairs or Alterations(Answer when applicable) 4Jvv,, 041J �l � , C_ i g p 1 Date last inspected: U N K✓1 CgAjv'► w Agreement: i The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in - .x 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 Health. "• Signed .� . . 1.. ..-^r"""w Date Application Approved by { 1 Date ` '� U Application Disapproved by Date for the following reasons Permit No_"_ aQ Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS . Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned(V)by V-ra(At _t at has been constructed in accgrdance GG ' with the provisions of Title^5 and the for Disposal System Construction Permit No. 90 dated Installer i W�at��# (�, 00f C6, ;�.r,nx_a Designer V-1 i #bedrooms { Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will tio ne unc as desigd. Date °���{ /),A Inspector --� � ._ d -.y. .., w.±. .ri.c...a.eNr3 _ i tb..1'- :._ •� -_�.. ..1 Fee /e THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION=BARNSTABLE,MASSACHUSETTS MisposAI *pstem Construction J)ermit Permission is hereby granted to Construct!( ) Repair( ))y Upgrade( ) Abandon ) System.located at 11 ( � "A Vp o"-T -A-ej •t 0—"4"4 3L.!~ t t and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with S Title 5 and the following local provisions or special conditions. ` Provided:Construction must be completed within three years of the date of this permit.,,.� Date Ll� j(•- � Approved byti` ! �✓ 1 Commonwealth of Massachusetts ' 00+ F11 1. ,e Title 5 Official Inspection Form i� Subsurface Sewage Disposal System Form - Not for Voluntary Assessments u— 821 Old Post Road Property Address Thomas Devesto and Angela Hahn Owner Owner's Na e information is Cltuit MA 02635 09/02/2020 required for every page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When filling out forms A. Inspector Information Sbot M MOL.1 on the computer, use only the tab Michael T Bisienere key to move your Name of Inspector cursor-do not Cape Septic Inspections use the return Company Name key. 52 Rivers End Road Company Address Teaticket Ma. 02536 Citylrown State Zip Code 508-280-3356 S13938 ' Telephone Number License Number B. Certification I certify that: I am a DEP approved system inspector in full compliance with Section 15.340 of Title 5 (310 CMR 15.000); 1 have personally inspected the sewage disposal system at the property address listed above; the information reported below is true, accurate and complete as of the time of my inspection; and the inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. After conducting this inspection I have determined that the system: 1. ® Passes 2. ❑ Conditionally Passes 3. ❑ Needs Further Evaluation by the Local Approving Authority 4. ❑ Fails 09/04/2020 Inspector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP)within 30 days of completing this inspection. If the system has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original form should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Please note: This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 18 1 r„ Commonwealth of Massachusetts �n Title 5 Official Inspection Form I Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 821 Old Post Road Property Address Thomas Devesto and Angela Hahn Owner Owner's Name information is required for every Cotuit MA 02635 09/02/2020 page. City/Town State Zip Code Date of Inspection C. Inspection Summary Inspection Summary: Complete 1, 2, 3, or 5 and all of 4 and 6. 1) System Passes: ® 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: This 5 bedroom home has an H-20 1500 gallon septic tank with an H-20 D-Box feeding 5 leaching chambers with stone. At the time of inspection the leaching was dry and no visible failure criteria was found. 2) 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): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form 1 Subsurface Sewage Disposal System Form -Not for Voluntary Assessments � 821 Old Post Road V Property Address Thomas Devesto and Angela Hahn Owner Owner's Name information is required for every Cotuit MA 02635 09/02/2020 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) 2) System Conditionally Passes (cont.): ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ 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 FIND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): 3) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. a. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 18 I Commonwealth of Massachusetts Title 5 Official Inspection Form '1_ b Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 821 Old Post Road V� Property Address Thomas Devesto and Angela Hahn Owner Owner's Name information is required for every Cotuit MA 02635 09/02/2020 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh b. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank.and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: "*This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. c. Other: 4) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 18 Commonwealth of Massachusetts �u Title 5 Official Inspection Form i1 Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 821 Old Post Road Property Address Thomas Devesto and Angela Hahn Owner Owner's Name information is required for every Cotuit MA 02635 09/02/2020 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) 4) System Failure Criteria Applicable to All Systems: (cont.) Yes No ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than '/day flow ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public water supply well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen i g ge s equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000 gpd- 10,000 gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. 5) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the questions in Section CA. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA) or a mapped Zone II of a public water supply well t5irlsp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 5 of 18 r - Commonwealth of Massachusetts Title 5 Official Inspection Form <1. Subsurface Sewage Disposal System Form -Not for Voluntary Assessments u� 821 Old Post Road Property Address Thomas Devesto and Angela Hahn Owner Owner's Name information is Cotuit MA 02635 09/02/2020 required for every page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) If you have answered "yes" to any question in Section C.5 the system is considered a significant threat, or answered "yes"to any question in Section CA above the large system has failed. The owner or operator of any large system considered a significant threat under Section C.5 or failed under Section CA shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 6. You must indicate "yes" or"no"for each of the following for all inspections: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ 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)] t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments u— 821 Old Post Road Property Address Thomas Devesto and Angela Hahn Owner Owner's Name information is Cotuit MA 02635 09/02/2020 required for every page. Cityfrown State Zip Code Date of Inspection D. System Information 1. Residential Flow Conditions: Number of bedrooms (design): 5 Number of bedrooms(actual): 5 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 563 GPD Description: Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Does residence have a water treatment unit? ❑ Yes ® No If yes, discharges to: Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonal use? ® Yes ❑ No Water meter readings, if available last 2 ears usage town water 9 ( Y 9 (gpd))� Detail: In 2019-5000 gallons were used and prior 15 months 8000 gallons were used. Sump pump? ❑ Yes ® No Last date of occupancy: few weeks agoDate l5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 18 P 9 P Y 9 14*1 Commonwealth of Massachusetts �v =. Title 5 Official Inspection Form 11 Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ............ . 821 Old Post Road Property Address Thomas Devesto and Angela Hahn Owner Owner's Name information is required for every Cotuit MA 02635 09/02/2020 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 2. Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Water treatment unit present? ❑ Yes ❑ No If yes, discharges to: Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe below): 3. Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form r Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 821 Old Post Road Property Address Thomas Devesto and Angela Hahn Owner Owner's Name information is required for every Cotuit MA 02635 09/02/2020 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 4. Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): Approximate age of all components, date installed (if known) and source of information: Were sewage odors detected when arriving at the site? ❑ Yes ® No 5. Building Sewer(locate on site plan): 32" Depth below grade: 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.): Water was flushed and came freely. t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 18 r Commonwealth of Massachusetts Title 5 Official Inspection Form I Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 821 Old Post Road Property Address Thomas Devesto and Angela Hahn Owner Owner's Name information is Cotuit MA 02635 09/02/2020 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 6. Septic Tank(locate on site plan): Depth below grade: 24"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: H-20 1500 gallons Sludge depth: 4„ Distance from top of sludge to bottom of outlet tee or baffle 32" 1 Scum thickness 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 13" How were dimensions determined? 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.): recommend the new owner put the septic tank on a maint. plan with a local septic pumping co. based on the future use of the home. At the time of inspection the liquid level was at working level and the tee's were in place. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 18 ' Commonwealth of Massachusetts �n Title 5 Official Inspection Form i; Subsurface Sewage Disposal System Form -Not for Voluntary Assessments . �. 821 Old Post Road u— Property Address Thomas Devesto and Angela Hahn Owner Owner's Name information is required for every Cotuit MA 02635 09/02/2020 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 7. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 8. Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 18 Commonwealth of Massachusetts �n Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments ............ !% 821 Old Post Road Property Address Thomas Devesto and Angela Hahn Owner Owner's Name information is required for every Cotuit MA 02635 09/02/2020 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 8. Tight or Holding Tank (cont.) Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No 9. Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0" Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): At the time of the inspection the liquid level was at working level and there were no visible signs of leakage or solids carryover.. t5insp.doc-rev.7/2 612 0 1 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 18 r Commonwealth of Massachusetts Title 5 Official 'Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments l; 821 Old Post Road Property Address Thomas Devesto and Angela Hahn Owner Owner's Name information is required for every Cotuit MA 02635 09/02/2020 page. City[Town State Zip Code Date of Inspection D. System Information (cont.) 10. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): * If pumps or alarms are not in working order, system is a conditional pass. 11. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type: ❑ leaching pits number: ® leaching chambers number: 5 ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 18 f Commonwealth of Massachusetts Title 5 Official Inspection Form lip Subsurface Sewage Disposal System Form - Not for Voluntary Assessments u- 821 Old Post Road Property Address Thomas Devesto and Angela Hahn Owner Owner's Name information is required for every Cotuit MA 02635 09/02/2020 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 11. Soil Absorption System (SAS) (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): At the time of the inspection the leaching was dry and no visible failure criteria was found. 12. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5insp.doc-rev.712612018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 18 Commonwealth of Massachusetts ,g Title 5 Official Inspection Form li; Subsurface Sewage Disposal System Form - Not for Voluntary Assessments u 821 Old Post Road Property Address Thomas Devesto and Angela Hahn Owner Owner's Name information is required for every Cotuit MA 02635 09/02/2020 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 13. Privy(locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 18 f Commonwealth of Massachusetts p Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 821 Old Post Road Property Address Thomas Devesto and Angela Hahn Owner Owner's Name information is Cotuit MA 02635 09/02/2020 required for every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 14. Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately A OQ1 Garage 2 B 3 A B 1 20' 13'6" Driveway 2 29' 23' 3 60' 53'8" t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 821 Old Post Road Property Address Thomas Devesto and Angela Hahn Owner Owner's Name information is required for every Cotuit MA 02635 09/02/2020 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 15. Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: 132" 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: Perk Date 03/06/2006 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: The perk data gives 4 plus feet of seperation. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments J� 821 Old Post Road Property Address Thomas Devesto and Angela Hahn Owner Owner's Name information is required for every Cotuit MA 02635 09/02/2020 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist Complete all applicable sections of this form inclusive of: ® A. Inspector information: Complete all fields in this section. ® B. Certification: Signed & Dated and 1, 2, 3, or 4 checked ® C. Inspection Summary: 1, 2, 3, or 5 completed as appropriate 4 (Failure Criteria) and 6 (Checklist) completed ® D. System Information: For 8: Tight/Holding Tank—Pumping contract attached For 14: Sketch of Sewage Disposal System drawn on pg. 16 or attached For 15: Explanation of estimated depth to high groundwater included t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 18 of 18 Town of Barnstable ..°ONE i�ti° Regulatory Services Thomas F. Geiler,Director MAZ 039. Public Health Division ArEo►�,�A Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office:.508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: �� �UJ Sewage Permit# ' lOs Assessor's Map\Parcel(,?3- 0 -�- C Designer: � !v Installer: Address: Address: �S On was issued a permit to install a (date) (installer) septic system at () Pas 1 � � based on a design drawn by (address) � - c �►v dated 1 (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 se tic system referenced above was installed with major changes (i.e. greater than 10, la ral relocation of the SAS or any vertical relocation of any component of the septic sy to ) but in accordance with State & Local Regulations. Plan revision or certified a t designer to follow. Stripout (if requi i spected and the soils were sf dory. s TN of Mqs MATTHEW tiGu, r W. rn 0 CIVIL EDDY N ( nstaller's Signature) No.43183 p°IFS o1srSa�`G���, �ONAI E� 4ASEPL gner's ig ture) (Affix Designer's Stamp Here) 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. QASeptic\Designer Certification Form Rev 03-09-06.doc TOW OF BA ' STABLE 2CXS(� LOCATION / /� ©� SEWAGE^# l CQ VILLAGE rh It ASSESSOR'S MAP&PARCEL d !�j—po 7 INSTALLERS NAME&PHONE NO. R -tl co s SEPTIC TANK CAPACITY 1 Sva /O i9 1/ 56-45 LEACHING FACILITY:(type) 0 k1ftM &,( S (size) _ Z. ' " NO.OF BEDROOMS POv OWNER V e-"-'4 PERMIT DATE: COMPLIANCE DATE: i Separation Distance Between the: Maximum Adjusted.Groundwater Table to the Bottom of Leaching Facility c: 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 1 ng facility) Feet FURNISHED BY 5' -4� 4� w w -s ,d n C? (7j ED) 1 F TOWN OF BARNSTABLE LOCATION +) C� 7S 0-_-A �-�� . SEWAGE # 1*6- 25'? VILLAGE " '`^�'�"�1-i" 20�='ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY - -Z� 1500 gcA LEACHING FACILITY: (type) 600 W20 (size)J�X I(0 NO. OF BEDROOMS 50 C F BUILDER`OR OWNER PERMITDATE:•, COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist Within 300 feet of leaching facility) Feet Furnished by col fig- n- 80 No. Fee / THE COMMONWEALTH OF MASSACH Entered in computer: _� PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE. ASSACHUSETTS Yes 01pphratiou for Mizponl �&pztem Cou9tructiou Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) X Complete System ❑Individual Components �� Location Address or Lot No. �� I O a Pos,� Owner's Name,Address,and Tel.No. cb Ju1i- -r6,7,9s `7�C,ifESia7 Assessor's Map/Parcel 0-7 3 0 07 9Z3 of-.0 ev s r 617- S 3 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. h► Co N s^5' l ^� Type of Building: p Dwelling No.of Bedrooms Lot Size 901 79Y sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons L Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date 3`(, —0 40 Number of sheets ( Revision Date Title 1 Size of Septic Tank /5-00 Type of S.A.S. 5 Description of Soils Nature of Repairs or Alterations(Answer when applicable) (�q�Y'$�r•.,e r &-v1 Date last inspected: Agreement: The undersigned agrees ost �o-th nstruction a d aintenance of the afore described on-site sewage disposal system in accordance with the p avisions o e nt Code and not to place the system in operation until a Certificate of Compliance has been iss b t is Board of 1 --Date l� /z_® Application Approve by Date Application Disapproved by: Date for the�fol lowing-reasons \ Permit No. r �� `_'��O Date Issued N° O �(XyjJW. S � ` f+ Fee �6 Entered in computer:THE COMMONWEALTH OF MASSAC YPUBLIC HEALTH DIVISION -TOWN OF BARNSTAB:LACHUSETTS ZIPpYicatiou for Migonl*0!5tem cow5truction Permit Application for a Permit totonstruct O Repair O Upgrade( ) Abandon O Complete System D Individual Components Location Address or Lot No. S 2 1 O k 0 (POST 2� Owner's Name,Address,and Tel.No. oI-b i T S f✓£s5TJ Assessor's Map/Parcel O?3 O 07 9Z3 O t 0 4:�'057 IZ7 617-�35'- Y 3V Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of;Building: f L' Dwelling No.of Bedrooms Lot Size 7$7 sq, ft. Garbage Grinder ( ) Other Type of Building F No.of Persons L Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) S� gpd Design flow provided gpd ` Plan Date 3—� "0 6 Number of sheets I Revision Date + r Title I Size of Septic Tank /SVO\ Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) C?eN'��� i" /'�U"✓1 Date last inspected: Agreement: The undersigned agrees to�ensure*the=construction a •d Jainten'ance of the afore described on-site sewage disposal system in accordance with the provisions o T111e-5 o'fThe E iron nta Code and not to place the system in operation until a Certificate of Compliance has been iss e, b t is Board of .Health. igne i - Date Application Approve by Date 61516 Application Disapproved liy: _ Date for the following reasons Permit No. c9eg (Z —C�`r7 p Date Issued ------_--- ------ — — -- - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed (1/) Repaired ( ) Upgraded ( ) Abandoned( )by e O (�,f 'C 91 N-�D / at n 1,9 P Si + 6 I-v t d— has been constructed in accordance 1 with the provisions of Title 5-and the for Disposal System Construction Permit No. �6l)� dated Installer Designer ✓ #bedrooms .550 Approved design flow ,.,.� � � � � gpd The issuance of this permit shall not be st` /ed as a guarantee that the system will fu c in o: as desiggned. Date �( � Inspector --------- ---No. c�© ca)"Sc Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARly S TABLE, MASSACHUSETTS =t5 pont �§p!ftem Con5truction Permit Permission is hereby granted to Construct t-r '�'` Re Repair ) Upg�i ( ; Abandon ( ) System located at <S �' o 1� l C�CI'U 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: Consttrructi n m stir—be completed within three years of the date,ff this Date r n C� Approved b\yam _�, /'�C No.,nw& 165 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZIPPrication for Mi5pogal 6pgtem Con5tructiou Permit Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. Assessor's Map/Parcel ?1�o 'AS g s'f�U e7-7.3 ®® o Ov�T A Installer's Name,address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms ® Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow �'d gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank jS�0 Type of S.A.S. F O r'k4c.,S­5 y Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the con str t nd a' ten ce a afore described on- ' sewage disposal system in accordance with the provisions.of Title 5 of th Envi on A �d of to place the syste in operation until a Certifi- cate of Compliance has been issued Signed Date / 200 Application Approved by Date Application Disapproved for the following reasons Permit No. 5 Date Issued ——— ——————— — -- --- — — ————-- No.°� ( /6 :` p' _ --,.�.._ r Fee < d THE COMMONWEALTH OF MASSACHUSETTS yt Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS t Ztppricatiort for �3igpo!6al *pztem Conotruction Permit Application for a Permit to Construct(V,)Repair( )Upgrade( )Abandon( ) El Complete System O Individual Components * Location Address or Lot No. `� Pam?1 Owner's Name,Address and Tel.No. 4 Assessor's Map/Parcel t O,rr AS 7:)1✓£ l 073 ®o Installer's Name,Address,and Tel.No. j Designer's Name,Address and Tel.No. c o a5:�Jc,,o-,j '� N�- Type of Building: Dwelling No. of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 'a gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank /5DU Type of S.A.S. Description of Soil ' Nature of Repairs or Alterations(Answer when applicable) F Date last inspected: Agreement: The undersigned agrees to ensure the construction�nd mai tena ce do t e afore described on=sib sewage disposal system in accordance with the provisions of Title 5 of the Envi omp, Code-arid. of to place the�syste in operation until a Certifi- cate of Compliance has been issued alh Signed .z Date— /9"ZOO.6 Application Approved by Date Application Disapproved for the following reasons Permit No. �) 5 Date Issued 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 a 1 (��� S G y has been constructed in accordance with the provision- of Title and the for Disposal System Construction Permit No. tO-16 dated //906 Installer Design The issuance of thivryit shall of be construed as a guarantee th t the syste on as designed. DateG Inspt r r.. _ No. ly Fee a THE COMMONWEALTH OF MASSACHUSETTS -PUBLIC HEALTH DIVISION - BARN CABLE,t 1"^SQACU11QCTTS - Miz pozaC *pztem Con!9truction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at �7�f n c 0 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction [m M be co pleted within three years of the date of Date: I Approved b No.-- ------------- Fee------------ BOARD OF HEALTH TOWN OF BARNSTABLE Application Ar Well Con.5truction joermit Application is hereby made tor a pe t to Construct (V'�, Alter ( ), or Repair ( )an individual Well at: Location.— Address Assessors Map and Parcel Owner Address ----------------------------------------------- ------------------------- Installer — Driller Address Type of Building Dwelling - 5� " �-— - ------------ Other - Type of Building--=---_—_____.___ No. of Persons-------.-- Type of Well '/-/ --6_L( __— Purpose of Well.---1—'`�, ✓_ohL---.__-----_— Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Bartfkable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. S' �dLApplication Approved B —-----——— __— 1/0 date Application Disapproved for the following reasons: date Permit No. —— ---- Issued----- -— -- - -- ___------ — - date ------- ---------- BOARD OF HEALTH TOWN OF BARNSTABLE C ertif icate ®f Compliance THIS IS TO CERTIFY, That the Individual Well Constructed (Altered ( ), or Repaired ( ) by S� L_� _ roc/ G� Dr,/ ii✓r ---- -- ---— - -— - ---- --- —__--_——-- Installer at- ��v� ��o S%� __ �_C7' r--____------- ------------------------------------------------------------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. -------------------Dated--------.----- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE Inspector--------------------- t No. ----=� - Fee-----11--5---- c. BOARD OF HEALTH TOWN OF BARNSTABLE ZippCicat--lon fuxVell-Cottgtrutt , ermit rF Application is hereby made for a pernAt to Construct (V<Alter ( ), or Repair ( )an individual Well at: Location - Address Assessors Map and Parcel -------------------------------------------------------- �� Owner Address ---------------- ----- ------------------------------------------------------------- Installer st tiller - Driller G/` Address Type of Building Dwelling -- Other - Type of Building--------------______ No. of Persons--------------------___—__—_____..____ Type of Well Capacity-- - - - --— - -- --- Purpose of Well- 4-e-o,s �'"� --------------- -— Agreement: The undersigned-agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. � Siawd- _ ,_� date ---- Application Approved B ),6—_�_:� — date - Application Disapproved for the following ----- -- --- - --------------------- date _ r Permit No. -— --- Issued------ -- - - -- - -— ------------- date _____-____ ____________________.-_______ _______- ____-_...__ BOARD OF HEALTH TOWN OF BARNSTABLE - Certificate ®f Compliance THIS IS TO CERTIFY, That the Indiviidual Well Constructed (t✓rAltered ( ), or Repaired ( ) by—�rr� ��/s/t�de, � 1L/ �ffr ---- - —fi� -- - — !� - --- ` p (/ Installer ----------------------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection I Regulation as described in the application for Well;:Construction Permit No. -----------------------Dated------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE-----_--- —__-__ --- Inspector------------ -------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE '�`�` Vell Congtructioni3ertnit No. —�200(P __0So Fee ---- Permission is hereby granted 49A �442 � _ !t /��-------- to Construct (pol; Alter ( ), or Repair ( ) an Individual Well at:No. C � ,s• _ -- S—,r---- f--Street ------ as shown on the application for a Well Construction Permit No.- _------- Dated -------------- - rA ------------ Boar of Health DATE t.: 4' A T-0 E V VbV 20'-0' 14'-0' 9'-b' 6'-3 3/4• 3'-4' 5'-10 I/4' 3'-6' T'-O' 3'-b' 3'-I' 3'-4' B'-I• q � � .OPENING OPENIW n :C n V I'-0" I'-B' I'4" I'-B' c A-6 b A B a ayP A-6 M O A A-6 > A-b E U ------------- E g o SLAPE'El WINDOW WELL SYSTEM' m BY BPCO(WELL+4B62-42/ 12'THILK FOUND REBAR442.NG ExT.PANEL+3014-42)W/LOVER WALL W/+5 REBAR 1 12'O L. i d - (DOME• WR.SP CRATE+N5TA ON 7'1 VERT.(3'MIN.LOVERA6E) ` Q a REFER TO MAR.SPECS FOR INSTALLATION KEY FOOTING W \ t WIDELINES AND INSiRULi10N5 KEY W/+4 REBAR OL EA.WAY LJ (3'MIN.LO MIN.EI:BOTrq OF FFoo'n. MIN.BELOW FLOOR OF w Q� -------------------------------------------------- i i ry Tv , v _ __ __ __ ___ ____ _____ • _____ _ _ __ _ ___ i W 12 X Ia STEEL BM.CIRT i , _ -___ _____ ____ ___ ____ ______ _____ • BEAM _ i O r . i i i BEAM POCKET ' co POCKET Q �� TOP OF Li <-+ ` DROP TOP OF WALL b'-Tim h__ JT.L WALL i0 WIT.OF V - PROP TOP OF WALL V-T' may' SLAB. DROP �O ip SCAPEWEL WMDOW WELL 5Y5TEM' I - 3 I 2X6$O 16'OL. �� t - ASLDH-3 3 BY BILLO(WELL 4 4B61-42/ \ �. ,FUTURE BATH Ik ON P.T.5ILL ON a EXT.PANEL+3019-42)W/COVER a m I �n 10'FANG.FROSTWALL V m 2A 3/4 X a-5 3/4 (DOME+4B42C OR GRATE+L 4); ASLDH-2953 - REFER TO MFR SPECS FOR INSTALLATION p Q "1R = - _ WIDELINE5 AND IN5TRUCTION5 - _ 2 X, 4 Q . ASLON-2153 r 0*0 r i i BASEMENT W Ib X 31 STEEL BM.GIRT r r DROP TOP BEAMT b'MIN LIiU5HED STONE A PDCKKET - _ __ _ 5�9 t0 BOT.OF - AREAWEL'TL'FLOOR'' W I6 X 31 5TEEL BM.GIRT W Ib%31 STEEL BM.61R W Ib X 3;STEEL EM.GIRT W 16 X 31 STEEL BM.GIRT 3 m 013/4 b 810 5/6. t Bx48 .- 48Xa8L 4X4B: L- - i i I` i m p- 14'-10 3/4' $ i I I I I (1)13/4 X 11 T/B LVL fFLuslU -------------------- 9 I/2FT7 M- 1, DROP TOP OFe ----- E* - mi i 5i Qi v ao=_�Yo ITT 5'.3, lo_ f2'-o" 5'-0' m � m m = _ .. ���.. -- ry .. CAST 2x4 KEY IN FORM c ` mu _________________ __.._, FOR GARAGE WALL __ __ _ __ - UNE%CAVATED _ mrQ'A-mtiecauom BEAM POCKET - -- - - -- --- 7KE1 'I Q O W 12 x la STEEL BM.GIR 10'CONCRETE FROSTWALL a ON 24'X 12-CONLRETE E N Tl (n _____ _ __ ____ _____ __ _____ FOOTING N KEY NJ e LNEXGAVATED 0 ry ' m N 0 F.T.SILL VI N ________ _ -------- -----_------------------------------- Y W/I/2'ANLHOR BOLTS ' - .O - _ O 12 O L MIN(2)PER SILL N }� , _____ ___ _____ .:-. .. _ _. ... _. r l2-FROM CORNERS i _ .__ . TYPILAL:MIN.(21 BOLTS PER SILL _____ _______ __ __ ___ ____ _ _ ___ _ •' W O (V Ou C _.._____ ________ _ ______ _ �R -_--'-- DROP roP OF V N WALL 3•fOR FRAMING Ai FRDNT DROP TOP OF O PORLH. WALL TO WT.OF i i O OJNDATION GENERAL NOTES: i� fb T• _ - CO p o -FLLL HEIGHT LONLRETE WALLS TO BE -BASEMEN SLABS TO Be 4'CONCRETE - . .- 10'THICK ON 24'%12"CONTIMKX6 LONCRETE (3000 PSI)ON MIL.VAPOR BARRIER •_ ____ ___________________________ ____ __�_______________________ ___ Q W U 0 FOOTING N KEY:PROVIDE 2 ROWS OF+4 OVER b'INB-L-GRADED GRAVEL REBAR 1 TOP+BOTTOM OF WALL.WALL LOMPALTED TO 95%MAX.DRY DENSITY LL- HEI6HT TO EE APPROX.B'-10'(REFER TO .GARAGE 5LAB5 10 BE 4'CONCRETE FOUND.PLAN+SECTIONS FOR WALL HEIGHTS) (3WO P59 ON b-WELL-GRADED 6RAVE1. -LONCRETE FROST WALLS TO BE 10'THICK COMP.TO 45%MAXDRY DENSITY;SLAB ON 24'x12-CONTINAUS LONCRETE FOOTIN6 TO BE SLOPED APPROX.3'00WN TO W/KEY(HEIGHT OF WALL TO BE BASED ON OVERHEAD OARS GRADE CONDITIONS;4'--MIN.FROM FIN I'sl' 9'-b' I'-6' 9'-b' GRADE TO BOTTOM OF FOOTING) -AREAS BELOW WOOD FRAMED PORLHES job n0. 062T TO HAVE b'WELL-GRADED GRAVEL 3'-O" 16'-O' 21'-6' In B'-6' 24'q' date AU&.31.20&-CONNELTION'S 5 FILL M TO B FOUNDATION WALLS TO F ROM 2XLLS i0 BE SEOJRED Y4 -COLUMNS TO BE 3 I/2'DIA.CONCRETE KEY fCAST FROM 2%4) FILLED STEEL PIPE - scale q5 NOTED P.T.2X6 SILL W/1/2'ANCHOR BOLT5•6'-O" _FOOTINGS O COLUMNS TO BE 12'TWLK; i3_o OL MIN AND 1 12'FROM LORNERS,THErtE qNY FOOTINGS 42'X42'AND LARGER SHALL BE A MIN.OF 2 BOLTS PER SILL TO RAVE g RESAR 1 12.OL.EACH WAY PAN 5A 5'EFORCHE5 W/FROST-1-1-5 TO (FOOTING 51LE5 NOTED ON P drawn FOUNDATION PLAN ' rev. rev. S C A L E 1/4 11-O• 0 A- 1 "' If '" _ ISSUED FCC CONSTRUCT 5nt of T1Y A s 1) o E 0 A-b A-E A-b A-b N V ' T5'-0' N � 20'-01 14'-O' 9'-6' 60 ' '� uu 1'•11 314' 1'-6 1/4' II'-5 1/2' B'-b I/2' 3'-2 1/4• '1'-t 112, 3'-2 1/4' 4'-P' A., B'-0' W ld B'-O• b L 3/4' ^ N � � o m M O i0 s A a %4 In DECKING ON PT FRAME In - %4 In DE KING (14-TREADS) - ON P.T.F E im Q b-o x e-o D NING q q IT c r'o m ASGDH-33Tt T m m m ' x x mx an 9' Q ____EDGE OF FLAT/__ _ Q 3 VALUED CEILING A5CDH-3 POST W/ IX WRAP ON vR v A HALF WALL HIRLPm O SGDH-3359 MASTER y 213 4 x 4-11 5/4 - BEDROOM 42'GAS FIRES O M5TR ,•/ L Q METAL FIREPLALfi BEDROOM 2 ° = W FLLEH NEARTN: - BATH EDGE OF PLAT/ _ vruTEp CEILING GREAT;ROOM p e0 4 .6. ASCpH-3 ASLDN-3359(TEM) SHO 2-9 /4 X -5 4 C 2A / % 1 / 5 V2' IS'-0 V2' 2'-0 112 IT-2 I/2' 13'-I -b '°b'-0 4'-10' I'-b' ''.0. ___________f_ \ Q zo),C] KITCHEN n m OC POCKET o O r r , LINEN „ ry � in r i ry 1)I-6X64 G.O. J - EDGE OF FIAT/ 9'-10 I/2' -----3'-B' ptv 'o .I.G. m 6 Orr i Q VALUED LEILING 10'-3 b'-0' EDGE OF LO 2-6�tb-B Q Q Q WER v e v ASLDH-3359 m _ _ _ '+---____ 2-a 3/4 BATH x 411 /4 I PO A Rtq,ry m H- Mi d 2v1 LA C. 201n%b- DEN 5TUDY NT %^` E- m _-a-mrp»o� ____________ ry r 2-6 b n N _ _Long DL<3o _ (2)9-0ry (2)2-bPOCKET FOYER FRENF �'EYeawW'WINDOW _W_ MI RT F A .F K W \ Lv INS TED LEILING P.i FRAME.FIN.FL.O a BE LEVEL W EXT. R DOO c _ - S 2A 3/4 X 4-1 3/4 `• L Y ALT'LE LLAND, m <qc�u m (TYP <- to m mmc . � 51/2' 2'B«u m'm m -gTmaam 2-5 3/4 x O O_ C Q B• Q `GARAM N-AB5 TO BE 4- BEDROOM I ,� m,`!•RETE(ism PSI)ON � _ b'WELL6RApED GRAVEL Q ry �X.5 W'TVO.'TO EO SIOPED E N N OVERHEAD EDGE OF FLAT/ Q VALLTED CEILING PORGKq O Y/ ASLDN-3353 Q /Y 2,3/4 x 1-II 3/4 — GARAGE LL ASLOH-X,- '^� 7 3' 2-5 3/4 X 4-5 3/4 a -- a _____ ASCON-2453 V/ _s cn ro � egg C3 Cm rz ro B'-0' m13'-2V2' 4 Q '< ro m oa T r m I 000^ - Vc O I A _ Q _m N KI c PE DEL N6 x �r G L 4 d x ON P.T.FRAME ON SHIN F.6.BASE - f-. Q m ' (14'TREADS) ON SHINGLED BASE2�LONG,AEON 3/'O NN 4-1 t"it GENERAL RAN NOTES o � -ALL EXT.W 1-5 TOM 2X65 0 Ib'04. -ALL IW.WALLS TO BE 2X45 9 IWOO. NNLE55 NOTED OTHERWISE) job No. 062'1 1014' 1'-0' 4'-3' 4'-31 2'1- 9'-O' 1'-O' 9'-O' 2'-0, - -1ALL5 WITH POCKET OOOR5 TO ate AUG.31,2006 BE 2X65(TYPICAL) - SCBIe AS NOTED WHNDOWEXTERIOR DOORS BY 'PELIA'(REFER TO ELEVATIONS FOR GRILLE PATTERNS) drawn PAN 15'-0' FRONT ENTRY DOOR BY'ROGUE VALLEY' rev. -REFER i0 ELEVATIONS FOR WINDOW rev. RO.HEIGHT$ABOVE%SFL.00R F AND GRILLE PATTERNS F I R S T FLOOR PLAN 2,515 50.F. A SCALE, 1/4' a I'-O' GARAGE 551 50.FT. 8 ISSUED FOR{ONSTRUCIlu sht Of E E C D A-6 A-6 A-6 - ---------------- ---- A 4'.3' ------------------------- ----------------- ---- kn CRICKET ------ ---- --- ------- o - ----------- ------- ———— —————— —— 1-4 - ,ECCOUNS- GREAT F{D (DELON ---------- E3EDROOM#4 ---- -------------------------------------- r 0*0 LOFT EDG RIDGE ABOVE2�314X-514 Ila E OF FLAT/SLOPED CEILING4IIX30 ATTIC CENTERLINE OF 2-5 3/4 X 15 3/4 RIDGEAMJE ----- - ---------- BATH 2 51/2' ---------- -S EDSE OF FLA I In- SLOPED CEII 1- 51/2- 5'r -2-6,n, 5.-0, 4�1" 4'-5 In' ----------------------------------------------------------I ---------- I �I ri -1 14� DININO(BELOW) I In. - ----- '2UR, -6 ------ ---—----- -- ------------------------------- ------- -.E POCKET W TALL— LIM& A56 2 23 1-113/4 X I_,1 3/4 Itocs - ------------ ------ 2-on-D ---------- I ST� SLOPED CEILINGBEDROOH(DELON E.---------------------- 2-5 3M 2-5 5A 2-5 3/4'X 2-5 3/4 ------------------ ------------ ---- BEDROOM 3 2-5 3/4 x 2-5 3/4 0 0 V) SOCIE OF FLAT/ 4 S V LOPED CE - Ul -j u(A 2-5 3/4 X 2-5 3/4 ------------- ----------- 0 CL Lf) CL Ln 0 0-0 Ln 0 Q)N 4-j 0 Ld Cm oou V) GENERAL PLAN NOTES ALL EXT.KA-1-5 TO Be 2X65 o 16'OC ALL INT.MLL5 TO BE 2X45 o 16'O.c. 61M (1,-E55 NOTED oTNERN5E) job no. 062, 9- WALLS WITH POCKET DOORS TO date AUG.31,2006 BE 2%65(TYPICAL) WINDOWS13Y�U-A, 17-0, 2pw0' scale AS NOTED (REFER ELEVATIOW, FOR GRILLE PAMP14W 24--0- drawn —N REFER TO ELEVATIONS FOR WINDOW 5ECOND FLOOR PLAN 1,453 50.FT. R.O.HEI�T5AWVESIZFILOOR rev. AND GRILLE PATTERNS SCALE, 1/4' 1-0" rev. A- 3 ISSUED FOR(ONSTRUCTION sht: "of 3 H CA�PEOC.OD COUPOLA • y�y�� V WOOD FRAMED CHIMNEY .6 Rl y� W/STONE VENEER AND M N METAL LAP ro M 1 Id 9 'u RIDGE VENT LAP N� w� 0 ML V � ALIbN CHIMNEY W/RIDGE BELOW 4 bROOF$AP C 1] M A CUSTOM CURVED 4 V. ROOF AT'EYBROW-WINDOW 1] �10 ro L E CUSTOM'CURVED' ® 1%G JAMB LASING � u ROOF RAFTER$AT I%5 HEAD LASING FLARED ROOF � I SECOND FLOOR I I'-O_STEP pOWN r '' I A � --h L1.5ToM PERGOLA V V J N ® AND BRACKETS py ® WC SHINGLES � � W/WEAVED CORNERS F O X B-O CARRIAGE s YYLE O.X.DOOR u ® O BY LLOPAY(OR 51MILARI L J. FLB._� k)'DIA.Fb.COL. q FIRST FL�R �N'�1§yN ED FLARE SHINGLES _ .— v VJ V IM4 IPE DECK ON Cd 1%8 P.T.FRAME .___ ___ ____________________________I_ .___________________________________________________________I-______________' ' D*O — i _____ ______________________ _______________________________________ F R O N T FLEVAT I ON 5 L A L E: 1/4' 1 -O" c4vp LA BY CAPE CO.CO/POLA WOOD FRAMED CHIMNEY N STONE VENEER AND METAL GAP RIDGE VENT CAP GAF'TIMBERLINE'ULTRA ROOF SHINGLES m°Y— m_ _ 2.2 10 ID �4 ra �o.3m- IO� T ® ® ® ® D V I%5 HJ�CASING IO O O ^' i j 4 t N 5U8 FLR. CUSTOM PERGOLA ��FLOOR(bARAGEI 0 0 AND BRACKETS _N WC.SHINGL p-0 Wi ES WINDOWS WEAVED CORNERS ® W/DOOR '�O� W ` O -I- -N ElQ W O FFH 5 NNp X 0 00 U w AT BAHHINbLES �FUIR5E4FLOOR - _— — AT BASE — job no. : obzT „ Ix4 in DECKING - ' date A11Ca.31,2006 r , _____________________________________________________________________________� ON P.T.FRAME scale A5 NOTED , _ drawn PAH _ rev. ' rev. i ________________________________________________________________________________________________________ RIGHT ELEVATION A _4 0 n 5 G A L E 1/4 v _O - ISSUED FOR CONSTRUCTION 5bt: of u O y� u WOOD FRAMED LNIWIEY �eJ., V1 W/STONE VENEER AND h Id METAL LAP �V RIDGE VENT LAP v n ri/ Y N 4 I] GAP IME LESNE A.MM Io C ` M � q I] ro ID I] LRILKET ✓C E �10 ® ® IOD N. -� IXS IAMB LA5ING V IXS IEAD LASING �51B.ELR_e SELOND FLOOR �/� C V J C) ® ® o o ® ® 4 ® ® ® F" H WL.SHINGLES W/WEAVED LORNERS 1 � ` cc U w Ll FIR TT FLOOR — FLARE SHINGLES � �O/� � — 'AYBASe— � V J s IXI IPc pELKIN6 `Ixa 11 DELKING ON P.T.FRAME IX VINYL RISER5 ON P.T.FRAME IX VINYL R15ER5 -__________ \/ iIla TOP OF�Ael i i i ----------------------_---------------------______________________-------------------------________ --------------------------------__----------------------------------------____________________________________________________________________________- REAR ELEVAT ION 5GALE: 1/4' 1-0' WOOD FRAMED CHIMNEY W/5TONE VENEER AND METAL LAP '4 RIDGE VEM LAP _-_ _ g+E m- E- -�n�o� Io 4'-0' GAF'TIMBERLINE'ULTRA rn3 m _y�� Q m ROOF SHINGLES � gam° m 12 �Io m_, n-mom we n_m 1] N D� o0 § �CC v V) u S��EL�ONpFLOOR A\ V I V � 0 � 0 �TOOM K�LA ! R � M — � WL.SHINGLES W/WEAVEO CORNERS 5 W w _ Vim/ O IXS JAMB LASING >T �- 1X5 NEAO LASING ^,/N 141Q� Q4J oo V w FIRSTLFL�R -'-ATBASE NGLES job no. oe2, ---- Ixa In DECKING date AUG.BI,ODOG ON P.T.FRAME IX VINYL RISER$ scale A5 NOTED O drawn PAH ----------- rev. i rev. ---- ------------------------------- ----------- a L E F T E L E V A T 1 O N 0 5 G A L E /4 -O' - 5 e 1 L ISSUED FOR 6STRUQION.' Sbt: of RIDGE VENT GAP OVER 1 3/4'X II 1/5'LVL It'-0' � RIDGE BOARD 2'-0' IT-0' -0' M ROOF S IiNGLE!s ULTRA '� O 5/B'LDX PLYWOOD N 2X105 0 W OL.12 o N 10 I2 LV N 7 0� p 10 n � Z u V I 10 4 I/2'LVL GAP SHIN INE'ULTRA �� ROOF SHINGL S TOP OF OBL. - ON Co.FL, p• PLATE O BEDROOM 2 ON G/TOM RUED M C ` ROOF AT ROW'WINOOW M O l0 W 10 X 45biL.BM. BOARD • ON 1%3 STRAPPING ,' 2x10 cLG..n1sn o Ib•oc. -�/ HALL $i v R-30 F.6.INSUL. ,•)ON Ubc3 S�FPDIN6 �- ' 2%10 LL6.J015n m m BEDROOM 4 BATH 3 $ �2 �' '�5 R-30 F.6.INBIL. p 3/4-TAG PLYWOOp 3/4'i�b PLYWOOD (2)1 3/4'X B 1/2-LVL C TOM'OURVED' '��-• II T/B'AJS-20 FLOOR II T/H'AI5-20 FLOOR W(4) 3/4'X 4 1/4' JOISTS 0 16,OC. J015T5 0 lb,O4. LVL 5TRULiURN. ROOF RAFTERS AT RAFTER BEYOND FLARED ROOF SUB FLR. (2XI25WGhTOM LUtI TOP OF DBLLOOR W IO%12 STL.BM. - _ \ PLATE O DINING/KITCHEN _ GYP BOARD 1/2'&YP.BOARD �t C ON IXB STRAPPING IX6 EDGE a LTR. (2)13/4'x II t/B'LVL - NiN-SiFATIN BEAD BOARD N.C.SHINGLES - _ V I •— LDx YWOOD 2X PL o 2XB5016'OL, rTl R-19 F.6.INSU.. 10'CIA,Fb.COL. F"'1 b BEDROOM 2 BATH I BEDROOM 1 o GREAT ROOM DEN/STUDY ON SHINGLED BASE 3/4'TIb PLYWOOD 3/4'T16 PLYWOOD fC 11 I AJ 20 FLOOR II T/B'A -20 FLOOR JO11 F 0 I6'O.L. J015n 0 16"OL. ' (•� l R-19 FG.INSULATION R-19 F6.CONT.LVL IXd IFE DECK ON / 1 SUB FLR. W 3/4"CONT.LVL WM FLARE 5NIN6LE5 W 3/4'CONi.LVL RIM � _ O FIRST FLOOR tOP OF AT BASE W 2x BLOCKING 2%B Pi. OFOJNDATION WALL W 16 x 31 STL.BM.bIRT W 12 X 14 STL.BM.GIRT W Ib X 31 5TL.&M.GIRT r ' �//�� r•+ 31/2'1A-LL COLUMN ON CONC.FOOnNG 3 1/2'LALLY COLUMN _ ON CONC.FOOTING al CONCREM Q i 2X FROST WALL GYP.BOARD 2%65 a Ib"OL. ON 20'X 12' R-19 Fb.IN5UL. BASEMENT 2XG PT SILL PV l/' - BASEMENT W FZE F° NG ` BASEMENT SLABS TO BE 4' ANCHOR Ban CONCRETE(30LO F511 ON 6'-0'O C. BASEMENT SLABS TO BE 4' 6 MIL VAPOR BARRIER OVER (TYPICAL) 6 mIL.VA RBABODO PSI)ON 6'VELVAPOR ED GRAVEL 6 MIL.VAPOR BARRIER OVER COMPACTED TO 95%MAX. 6'WELL4RADED GRAVEL - COMPACTED TO 15%MA%. .� DRY DENSITY J tOP OF FOOTING / DRY DEN51tt . ____. 10.,CONCRETE WALL ______ ON 24-X 12' , . '1 •__-_ _-___. - CONCRETE FOOTING 'SCAPEYEL WINDOW WELL SYSTEM' W KEY ' ---------' LLJ PANEL 430"2)W LOVER (DOME 4 --R'2 eC GRATE 4 LG4); REFER TO MFR.SPECS FOR INSTALLATION GUIDELINES AND INSiRIKilONS 5EGT1 ON SECT 1 ON SCALE, 1/4' 1'-0" S C A L E: 1/4' -O' RI06E VENT LAP IS-0' IS'-0' OVER 1 3/4'X 11 T/H'LVL RIDGE BOARD 6AF TIMBERLINE'ULTRA 12 ROOF SHINGLES 5/6'COX PLYYY)OD IO - a wo m c 2x105 0 16'OC. _L ='= _R5 n 12 O+na�e'oa _¢ya RIDGE VENT 3 OVER 13/4'X II t/B'LVL 10 RIDGE BOARDJ. - 3 12 GAF'TIMBERLINE'-ULTRA 12 12 i V 3 m$u��-a+oP Los° 2ND FL.CLG 46i. 4 ROOF SHINGLES 4'/' a `i<`m'm_m n'm nQ__m / 5/5'LD%PLYWOOD -- 2X105 0 16' - (IlI3/4X9I/4 LVL ` ' ~ - H_m� (FLUSH) I/2'GYP BOARD 1/2'GYP.BOARD I/2'GYP.BOARD ON IK9 STRAPPING ON IX3 STRAPPING ON IX3 STRAPPING 12 2%10 CLG.JOISTS O 16'OC. 2 2XI0'L.-'Sn O Ib'O C. ~ 2%10 GLG..gISn O 16'OL. 10 R-30 F.G.INSJL. LOFT R-30FG.1NSUL. �O < R-PA F.G.IN5UL. A-10 m P 3/4'TIG PLYWOOD 3/4'TIG PLYWOOD d a J'ST A,PI. FLOOR 1J015nA 200'LOOR 051TE PVC T N OISTS a 16'OC. S$FLR 3/4'TIG PLYWOOD SECOND FLOOR 4 IS , I.- FLOOR . _ A215T5 0 Ib'OC. C) O TOPE DeW PLATE ODINING/KITCHEN_ � � I'-1 1/2' 1/2'GYP.BOARD / I/2'GYP POARp77 (I)13/4%II VH LVL(FLUSH) ON IX3 STRAPPING ON Ix3 STRAPPING ____-_____ I%2'GOX PLEE5 `5/H'F.C.GYP.BOARD W VI (� N 2x65 0 1G"CC. LEILINb t NOJSE WALL5 \ W 10%It STL.BM.(Fur** ---------- R-19 FG.INS1L. A (n Q W12%30 STEEL BEAM W 2%— LL KITCHEN - LAUNDRYLn 9 NAILER BOLTED TO TOP OF (I) 3/4'X 9 I/2'LVL U n FLANGE OF STEEL BEAM' ,V _ PROVIDE BLOCKING,1 5/B' LEER � Q� W FL,GYP.BOARD AS NEEDED DINING 3/4'i A PLYWOOD --------- 3/4"TIG PLYWOOD III P i_ m '! o Ilt/B'AJ$-�O FLOOR __________ Ilt/H5aWOL. VlO JOISTS m Ib OC JOISn a Ib'O4. at R-14 Fb.INSULATION ---------- R-19 FG.IN.K.LVLATION (3)21(b POST DN,BEYOND) W3/d'CONi.LVL RIM --_________ SUB FLR. W/3/4'CgNi.LVL RIM \ r4� O FIRST FLOOR_ FLARE SNIN6LE5 I _ TOP OF —AL BA9B W ZFq.00KIN(} ^' FOUNDATION WALL W O1 ' W 16 X 31 STL.BM.GIRT� ---- -- �W 16 x 31 STL.BM.GIRT � �U LL 112X14 STL.&'I.GIRT ~ 1 - - 3 I/2'LALLY LOUIMN ---------- GARAGE SLABS TO BE 4' ON WNC.FOOTING :__________� 31/2'LALLY COLUMN , CONCRETE f3500 PSU ON ON LONG.FOOTING 6'WELL4 ADED GRAVEL 10'CONCRETE O -� AANNCHOF SBOLTS V2' -_- DE IN5 TY:SLAB TO BE SLOPED ON 24'WALL "e 0 61-0.CC, BASEMENT o job no. : D62 1 (TYRGAL) - - 2X6 PT.SILL W I/2' OV�.EAD DO. RETE FOOTING BASEMENT SLA55 TO BE 4' BASEMENT SLABS TO BE 4' ANCHOR BOLTS CONCRETE(3000 P51)ON O 61-O'04. date AUG.31,2006 b MIL.VAPOR BARRIER OVER ---------- CONCRETE(BODO FSU ON (TYPICAL) ON GONGRETE WPLL b MIL.VAPOR BARRIER OVER scale AS NOTED 6'YELL-GRADED GRAVEL ON CR x 12' COMPACTED TO 95%MAX. ---------- b'YIELLGRAOED GRAVEL '•' CONCRETE FOOTING DRY OEN51tt ----------} 00 PALTED TO 15%MA%. e Yy/KEY " DRY DENS I, --- drawn PAH • .. , .. ... .. �. .. . tOP OF FOOTING ... .. 10'CONCRETE WALL .. ON 24'X 12' rev. :___ ______. CONCRETE FOOTIN& W KE rev. Z 5 E G T 1 O N S E G T 1 O N o - _�T SECTION A-6 ry - 56 AL E 1/4" = 1'-O" D E S L A L E I/4 a l'-O' SCALE: lia' I'-O' A I ISSUED FOR CINSTRUCTM sht of Eo 0 V N _N �R O � NOTEScc - FIRST FLOOR JOISTS TO BE 6015E CA5GADE II l/5" AJS-20'5 @ 16" W/5/4" RIM J015T,UNLESS « e a NOTED - ENGINEERED FLOOR JOISTS TO BEIN5TALLED PER MANUFACTURER'S GUIDELINES 8 AND SPECIFICATIONS o cu W� c W I3 X la TEEL&M. RT 1�—T-7 ril cn OIy - e'' W16 3I TEEL .CRT Ila 16 31B ELB.61 Ib X 31 5 EL B.61ft W Ib X I b L BM GIRT W 16 31 5 EEL E H,bl i 3/4 0 II T B L (F �m m� �z matt_ ca=U e�3m W X 14 I BM. IRT I I I Tv O 0 W c I. = V � 0 (a CL 0 E O_U L STRUCTURAL DE516N CRITERIA r LL- - FIRST FLOOR 40 P5F ILL ONO 15 PSF DL 0 000 LL - SECOND FLOOR 30 P5F ILL 10 P5F DL job no. ob2T - ATTIG/STO. 20 PSF ILL IO P5F DL ate c.uG.51,2ooe - ROOF 30 PSF ILL scale AS rCTrP 15 PSF DL drawn F'Aft - EXT. WALL5 -75 P5F DL rev. INT.WALL5 50P5F OIL F I RST FLOOR FRAMING PLAN rev. - DE6K5/PORCHE5 60 P5F LL IO PSF DL SCALE: 1/4^ I.-o a A-7 ISSUED FOR CASTRUMON �5n�t of o E 7LL @ EN05 OF BEAM5 TO BE2) 2X6'S,UNLESS NOTED W 8 EXTERIOR DOOR tO BE (3) 2X8'5 W/ 1/2" PLYWOOD,UNLE55 NOTED A '= - ALL DOOR HEADERS @ INT. LOAD BEARING WALL5 TO BE (2) 2X5 W/ 112" PLYWOOD,UNLE55 NOTED - 5EGOND FLOOR JOISTS TO BE Q A 4 50I5E-GA5CADE II l/S" AJ5-20'5 e 16" O.G. W/5/4" RIM J015T, Q b UNLE55 NOTED o - INTERIOR LOAD BEARING WALL rx 1�y c - ENGINEERED FLOOR JOISTS TO BEINSTALLED PER N MANUFAGTURER'5 GUIDELINES U Q — n113/4XN,/6LV 4+ F H �1 v AND 5PECIFIGATION5 y 11-15TL.en.(FUKW ro 1 b-4 xl� xl nl a � ri ImI 0*1 � \� I (1)1 3/4 X II t/6 LVL(FW3 W 10 X 12 5TL.B.+t.T L51U (I)13/4 II t L (1)1 3/4 X 11 1/6 LVL7 ml o DROP TOP OF J01515 6'®LANDING vU� o3m �m (2)1 3/4 X 11 1/6 L�IFLUSX) TOP OF J015T5 TO M 12,LOWER r m c`;oho^�—A'q iXAN 2NO FLOOR a HOUSE LOWER OLG.HGT, mead n=.ui- OVER GARAGE II A aj� to c 2X6 G J ISTS•16" G. Q� O 0 ^, (3)1 41 L U �ICL t� d` PQ Ql,+ f0 p STRUCTURAL DE516N CRITERIA O O - FIRST FLOOR 40 P5F LL 15 P5F DL N+4 0 - SECOND FLOOR 30 PSF LL C) 00 U Cu 10 P5F DL to - ATTIG/5TO. 20 P5F LL 10 P5F DL job no. : o62t - ROOF 30 P5F LL date AUG.31.2006 15 P5F DL scale A5 r01150 - EXT. WALL5 15 P5F DL drdWfl pqW - INT. WALL5 50 P5F DL rev. - DEGK5/PORGHE5 60 P5F LL SECOND FLOOR FRAM I N G PLAN rev. 10 P5F DL 5GAL E 1/4 I'-O' 0 A-8 ' 11 ISSUED FOR CONSTRUQION rc of o p � u NOTES � � io - ALL P05T5 @ ENDS OF BEAMS TO BE (2) 2X4'5/(2) 2X65,UNLESS NOTED nt � - ALL RAFTERS TO BE 2X10'S « @� @ 16" O.G., UNLE55 OTHERWISE NOTED ? - ALL WINDOW HEAOER5 TO BE (3) 2X6'5 W/ 1/2" PLYWOOD,UNLESS NOTED -- --- --- - - - ALL RIDGES OVER 20'-0" LONG TO BE (1) 1 3/4" X II 1V8" $ e o - PROVIDE 2X10 LEDGER BOARD q 1 @ OVERLAY FRAMING FOR RAFTER BEARING/SUPPORT by c INTERIOR LOAD BEARIN6 WALL V rn r H r — • ry IO,X 26 ST,eM. , �_ _ r r r m e a � --- --- --- ---- - ------ - e e (U13/4 X9/2 LVL 1 q ___ ___ ___ ___ . ' clI \ ID 45 L. 10 45 - (1) /4 X 1/4 e . m m r r M1I I \ r 1 4 X I t/B VL RI 5 (2) PROVIDE DOUBLE RAFTERS I xl AND SOLID ML KING BELOW W000 FRAMED LNIMNEY a. Bh ii it c c — Ya m o j „ „ x (2)13/4 X 4 IR VL - x o u'" mmmm m mt , r , r r r r r r r , , rLn r _`- RAF S CE NT.8A-B Q O - a i A.- f31,1 3/4 X 9 1/4 LVL (3) 3/a 9 LVL - r --- N }J 0-0 L_ STRUCTURAL DESIGN CRITERIA N 7 0 - FIR5T FLOOR 40 P5F LL im 00 V o 15 PSF OL - SEGOND FLOOR 30 PSF LL 10 P5F OL job no. : oB2t - ATTIG/5TO. 20 PSF LL date AVG.a,20& 10 P5F DL scale A5 NOTED - ROOF 30 P5F LL 15 PSF OL drawn PAN - EXT. WALL5 15 P5F OL ROOF FRAM i NG PLAN rev. 5LALE: 1/4' 1'-0' rev. - INT.WALLS 50 P5F DL - DECK5/PORCHE5 60 PSF LL 10 PSF DL —9 °o 1 ISSUED FOR CONSTRUCTION ni: of S nE o s ° o -aoos CROWN ON '� yN •O &11LT-OVi RAKE q 2X BLOCKING U ' ^8Gb3 LR01W ON V SL , GAF'TIMBERLINE'ULTRA GAF'TIMBERLINE'ULTRA IX OPED FRIEZE IX FLOCKING M l0) M ROOF SHINGLES ON ROOF SHINGLES ON m aC IS LB.FELT ON 5/b'LDX IS LB.FELT ON 5/6'LD% PLYVp,SHEATHING RYWD.SHEATHING I] 2X12 RAFTER5 m 16-OL. 1XIO RAFTERS m 16-OL. 10 D �. to N Q O WHITE CEDAR SHINGLES ON O E PROVIDE ICE AND WATER /3'CDx PLYWOOD SHEATHING O 5NIELO AT ALL ROOF OVER 2X6 5T AT 16-O L. L E06E5 AND VALLEYS IX CAP/SHELF W LEAD COATED COPPER ALUM.DRIP EDGE ALUM.DRIP EDGE FLASHING/DRIP 'AZEK'GUTTER 'AZEK'GUTTER •AZEK'GUTTER - w C IX SOFFIT W CONT. IX SOFFIT W CONT. .BOOS CROWN ON PERF.VENT I•WIDE 11 PERF VENT I'WIDE I%FRIEZE ON IX BLOCKING l BY'LOR-A-VEM' BY'LOR-A-VENT' e" H Ix RI GROWN ON IX PRI GROWN ON— IX FRIEZE BOARD IX FRIEZE BOARD W NOUN SON Ix BLOCKING ON Ix BLOCKING ' Zd f� 1B/4X9 V4 LVL HEADER IS 414 POST BEYOND SHiNGLE50N WL. CD 1/2,Cox PLYw r ' 2X65 m 16"OL. v I/� FIRO'DNA.FISCOL. VE CAL GRAIN( V J - (ON SHINGLED BASF) FIR m INTERIOR WALLS V IX6 EDGE.LTR. BEAD BOARD ON 2%65 m 16'OL. OCORNICE DETAIL FONT PORCH / CURVED ROOF O TYPICAL RAKE / RAKE RETURN DETAILS AT EAVES SCALE,1 In'.V-O' 2 SCALE:1 1/2'.1,-0- GAF' B LINE'IATRA ', ROOF 5HN SHINGLL F' ES ON GATIMBERLINE'ULTRA 15 LB.FELT ON 5/b'LDX ROOF SHINGLES ON PLYWD.SHEATHING 15 LB.FELT ON 5/b'CDX PLYWD.SHEATHNG 11 ]XB RAFTERS m 16'OL. Q� W R-30 F 6.INSULATION Ix3 STRAPPING AND I/D'GYP,BOARD 2XI0 RAFTERS o Ib'O L. 1x CAP SHELF W ALI.M.DRIP EWE Rm} BOOS -WO5 CROWN ON Ix FASCIA BOARD m . Ix cAP SHELF / Ym° m ma's S B \�-1% VE W L W ALCM.GRIP EDGE -F Y PERF.F. (BLACK)1• - WIDE ET''COft-A-VENT' i on -<ao _O ^bO05 GROWN ON I%FASCIA BOARD rim-ot';6_omoo v1iL�O3 CROWN ON _ _c 3 c ie_d IX FRIEZE BOARD/ I%SOFFIT W LONT - H V LASING PER'.VENT(BLACK)I- p ON Ix BLOCKING WIDE BY'-R-A-VEM- a BOOS CROWN ON IX FRIEZE BOARD ON I%BLOCKING 3 EAVE'DETAIL @ LOFT DORMER 4 EAVE DETAIL AT B.R. #4 HIP DORMER _C ul SCALE.1 1/2'.1'-0' �J 0 \J CL (n cc� AO'O G W � N M 00 V job no. oe2 date A11G.51,2oob scale AS NOTED drawn PAH rm rev. s Q Ao_�S10 ISSUED FOR COORUCTION 1d: of f , I � N V < q N 0 a+ • A 2Y-10' R W 3'-0• NO o E 2X6 P.T.SILL(CONT.e PERIMETER)1V 1/2• ANCHOR BOLTS o b-OL.MIN. 2 PER SILL N 12'FROM - m m COUNT.BLLESTONE GAP N,O GOW ,MIN.(2)BOLTS , - 6 T _ ABOVE STONE VENEER - (REFER TO DWG.I/A-3) ------- -------------------------- -- _ rn -- -- ------'- - --- - ---NS ------INS .__ _ _______ _ ABOVE FOUNDATION /O-: L R �4 WILT-INS BUILT-INS 9. 1'-0'GONG RETAINING ABOVE SLAB 5'-S 3/4'./- i.ry - . WALL(BY LAND5LAPER) (REFER TO DW6.VA-3) h A 2 .4 { 2-1 3/4 `T.V. RETAINNG WALLS 1 CABINETS BELOW A. CAST 1%4 KEY IN FORM - / %2-I 7 DROP TOP OF WALL (BY LANDSCAPER) 4'2' S'-2 IF1' 16,m 51-0 I/2' S In b' 2'-6'./-NERIFY IN FIELD) ♦.+ `�y TIIERMA- V. Bpi TOP OF FROST WN1 To ILI DROP Y C B TH. RO.2 8 I%2'%b�10 IY2' o O Q 4'THICK GM1 ON i BELOW LEVEL OF HAVNGED - T o L m FOOTINGS UP T06RADE Q O1 I _______________ _______ _ - LEVEL SLAB - ,o s p - a v 2%B P.T.SILL(GONi.ON BUILT-OJT 2X4 WALL V °? SLAB)_I J ANCHOR BOLTS b' , O. - A DING Y (PLLMBIN6 WALLI CIS �^ 0 6'OL.MIN.(2)PER SILL 2-I 3/4 - - . ' M.12'FROM LOANERS TYP.; O ,F O -SHELF LF 1WQtl�':� ________________ MIN.(2)BOLTS PER SILL - _ : N r O _ r. �B'CONCRETE FROSTW4IL FLOORrL OF GNPNiIN6OKE PAVER,AY. _________ _ _______ _______ ON 20'x 12'LONLRETE ; ; ry ''ry 4 !0*01E] B'CONCRETE FR05TWALL FOOTING W KEY - -: FIELD$TOI E VENEER - FOOTING W'KEY CONCRETE AT WALLS ,L 3-0: * STEP DOWN '' e - p �FITCH FLOOR AS NEEDED (REFER TO OAS.A-3) in 4*CONCRETE SLAB '4 XAUNCED N AT LONG.FROST -4 3' ' 3'-3'; 8' WALL(REFER TO DWG.3/A-3); ABOFLAVE SHINGLED BASE CONNECT TO FCLW.WALL - (m DINING' �� ' E STOtff PIER RAYc LG.A5O,E REFERTO i A- b'STEP Dom FROM -NI K p NG SLAB TO TERRACE SLAB(REFER TO DWG.3/A31 ROLLSHUT'fERS ABOVE," W/GJIOE RAILS AT,•_ EDGES OF OPEMN§S \ j (REFER i0 DYi5.,4-,A(j) ,x �2XI6 WALL MD �IEERS ONFIcf�RIOR-F9ft .A - �.oc ------------------- fl TERRACE �— »_ . NI c��a o_ §o-coo 7T XS ..o._e y -0 5'-5 V2. -0 4'-II' S'-3 I/4' T'-5 V2' S'-3 V4' f p"t U 0 Q � N N fC N —� F0UNDATI ON FLAN IF R,ST FLOOR PLAN > rz SCALE: 1/4' - 1'-0" (5CA LE '1/4' a 1'-0- /I/��//V�� J - h/U V FOUNDATION GENERAL NOTES: f "" -CONCRETE FOUNDATION WALLS TO BE B'THICK -GONNEGTION5 OF F HEIGHT FOLWATION ON 24'XI2'LONTINIOUS CONCRETE F00RNG WALLS TO FROSTWALLS TO BE 5EO,REO W/ W/KEY-UNLESS NOTED OTHER" I. job N0. 0518 SE.PROVIDE KEY(LAST FROM 2X4) - t 2 ROWS OF-4 RESAR 0 TO(HE P AND BOTTOM OF f WALL. IGHT OF WALL TO BE BASED ON GRADE_SILLS TO BE P T.2X6 W/In'ANCHOR BOLTS CONDITIONS;a'-0"MIN.FROM FIN.GRADE TO 0 6'-0AND 0 ROM CORNERS, - dale FEE.0,2006 BOTTOM OF FOOTING). THERE SHALL BE A MIN.OF 2 BOLTS PER SILL -CHAN61N6/BATNROOM SLAB TO BE 4' OF 2 BOLTS PER SILL scale AS NOTED BARRI ETE OVER 5 P511 L-6 MIL.VAPOR _ BARRIER OVER b'% OR,P GRAVEL - COMPACTED TO 95%MAX.MA%.DRY pEN51tt I dldVlTl -BODODINING/MPS I O 6 FELLS TO BE a'RANG. '1 - leV. (rQ�TO 1 ON 6'WELL-GRADED GRAVEL COMP.TO PE AS REWIRED DENSITY:SLAB TO BE SLOPED AS REQUIRED!ANCHORED I fCV. INTO FOUND,WALL W/45 REBAR f m � A- 1 o . ISSUED FOR REVIEW Sfll: I of 4 a — 06 �5 goo E E V A i 20'-011 14'-0' 9'-6' Ib'-0' S'-0' S b� -po fd N -V � � O 6'-3 9/4, 3'-4- 5-10 1/4' 3'-b' T'-O" 5-K 3'-1" 3--4• 3'-1' OPENING OPENING ;Z mg A G A 6 O ^'m By BILC ELME WINDOW4 2WjEMLVL 2SYSTEM' 12'THICK FQ1mRETANN6 XTPMEL^3p9aLOJER WALL N 5 R®qR 12.04. z i (DOME•4042L OR GRATE a L64); NOR1Z.a VERT.(3'MIN.COVERA6E) REFER TO MFR$PEGS FOR INSTALLATION ON l2'X12-LONG.FOOTING W \ Q WIDELINES AND INSTWICTIONS KEY W 44 REBAR O 12-O L.EA.MY (3'MIN.LOVERA&V BOTTOM OF <m w 4 ? ARREEAAAEL�MIN,BELOW FLOOR OF ry ry 00 __ w 12%14 STEEL&H.GIRT Q POCKET BEAM � ~ POCKET T r 1 DROP TOP OF DROP TOP OF WALL WALL SLAB.TO DOT,OF V DROP TOP OF WALL 6-1' _ BY DLLD(I^ELL 4H63-42/STEM' m I ON P.T.SILL ON •y ASLDH-3353 EXT.PANEL 3019-42)N LOVER jl 1 10'LONC.FR051WALL 1F�• 25 3/4%43 3/4 (DOME=4H42C OR GRATE^(b4) N m /-� - ASLDH-2d53 Q16. m tj REFER i0 MFR.SPECS FOR INSTALLATION J I - O _ _ _ WIDELINE5 AND INSTRUCTIONS c - OI \ I5'-H 1/4' ASLDH-2953 �7 BA5EMENT W 16 x 3 STEEL BM.GIRT SO OR COP OF 6'MIN.L�tf.MED - 1 D STONE At PSEAMOCKET SLAB.TO 50T.OF AREAWEµ FL�R'' - //////jjj,,, WIbX 51EEL�1•T.61R} - __________y}16-X 3t5TEEt 9M GIRT _ _..___ _ •r l6-%y15FEft�M GIRT -- W16X31"�IRT , 'i-10• 3'-2• _ _ t I Q ASLIF- 2-L 4BX 8 I I -0 3/4)6 81__ �. {. ql/2 _ - _______ _ _____DROP TOP OF III 'S'I mI WALL 6'm .. �I o �I ml m e� ---- --- -- ma�o` < ml @� of ml I51.1 �- 3�a�Is m I J 5'-3' 10. ;2'-0' 5'9 - ` el CAST 2X4 KEY IN FORM FOR'ARA6E WALL BEAM POCKET I Q I -_ ------------ UNEXCAVATED -- A T KEY c X4 s 2 I 4 �y - - P W 12%14 STEEL&H.bIR �'CONCRETE FRO5TWALL 9 FOOTING N KEY" - E ---_ A-5 Q :i UNEXCAVATED O 0 m ' .,• u. f __ _____ ___ _ --------------------------- IW/]ANLHORBOLT5 4— (C .. -..... ®6 O.L.MIN.(2)PER SILL y L __ -_ ____ _ ___ - - 11fTL�IMN fC,,5' tt DOLTS FFR SILL - ------ -- - ' 1; .. C --- -- ------ --- r R N Lil DROP TOP OF V C WALL 3'FOR C FRAMING AT FRONT DROP TOP OF O N PORCH. SLAB.i0 BOT.OF 4-0 (C III FOUNDATION GENERAL HOTE5: 4� m -FULL HEIGHT CONCRETE W 1-5 TO BE -BASEMENT SLABS TO BE 4'CONCRETE A,��/A I 1O'THICK ON 24'XI2'LONn AV1 CONCRETE (5000 PSI)ON b MIL.VAPOR BARRIER L-> p W W U ..-�----- --------------------------- ---- ---------------------- REBAR i T KEY;PROVIDE 2 ROWS OF 44 OVER C EE TO 15%ED GRAVEL I F' HEIGHT a TOP 1 BOTTOM OF WALL.WALL COMPACTED i0 95%MAX.DRY DENSITY HEIGHT i0 BE APPROX.B'-10'(REFER TO _GARAGE SLABS TO 8E 4'CONCRETE FOMD.PLAN 1 SECTIONS FOR Yl4LL HEIGMS) (3500 F5H ON b'WELL-6RAOED GRAVEL -CONCRETE FTOST W 1.5 TO BE 10'THICK COMP.TO q5%MA%.DRY DENSITY;SLAB ON 24'X12'LOMIN.q/CONCRETE FOOTING TO BE SLOPED APPROX.3 VVM TO N KEY(HEIGHC OF WALL TO BE BASED ON OVERHEAD DOORS I'-q' 9'-6' I'fi' 9'-b' I'q' GRADE CONDITIONS;4'-O'MIN,FROM FIN. —— -- — Job no.: 062, GRADE TI BOTTOM L FOOTING) -AREAS BELOW WOOD FRAMED PORCHESCONNE b' B'-b' 24'-O' d8(e AILS.31,2006 TO HAVE 6'WELL-GRADED GRAVEL 3'-O" Ib'-0' � 21'- KALLS TIONS OF FULL HEIGHT FSECURED -- — --- KEY C TO ASTF FROM H2X4)5 i0 BE SECURED N -FlLE�T TO EELBPIPE/2"DIA.COIY:RETE -P.T.2Xb SILL N 1/2'ANCHOR BOLTS a b'-O' _FOOTINGS a COLUMNS TO BE 12-THICK, -- OL.MIN.AND O 12-FROM CORNERS,THE RE tree A5 NOTED SHALL BE A MIN.OF 2 BOLT5 PER SILL ANY FOOTINGS 42X42'AND VOL,EAGER 0n PAM GARAGES 1 PORCHES W FROSTY I-5 TO TO HAVE SIZES ES NO a IO .EACH WAY HAVE SINGLE SILL) (FOOTING SIZES NOTED ON PLANT BASEMENT P L AN rev. rev. 5L AL E 1/4' = 1'-0' S A-o a m tbk of e E s � 20'-0' I4'-0' q•-b' -ll O 6'-3 3/4' 3'-4' 5'-10 V4' 3'-b' T'q' 3'-6' 3'-I' 3'-4' 3'-I' OPENING OPENING L i 1'-B' 1•-8- u V A-6 _g A-6 A-6 ____ ____ ____ _____ C N p�p "96 • m O M C BY 11 EL LLI WELL SYSTEM' umm'm r' BY BILLO(WELL a 4862-42/ EXT.PANEL o30M-42)W/LOVER 12'THICK 5"BAUNDR 112'NG �b HORIZ.1 VERT.(3'MIN.COVERASE) ` DOME a 4B42C OR GRADE+LG4) WALL YV�5 REBAR!12'O L. Q REFER TO MFR SPECS FOR INSTALUTION pN l2'XI2'CONC.FOTING YV a Q \ GUIDELINES AND INSTRUCTIONS KEY IV 44 REBAR m 12.OC.EA.WAY _ (3pO'pMTTIIINH..��LOJER—C);BOTTOM OF Y AREAYIEL�MIN.BELOW FLOOR OF w m i m ry n i r i `. F. W 12%.14 STEEL EM.GIRT . _____ _____ ____ ____ _ ____ _ BEAM .-_ BEAM POCKET '- - Q R POCKET 4. F� . ____ __ OROP TOP OF _ ~ DROP TOP OF WALL 6'.' WALL TO BOT.OF DROP TOP OF WALL b'-T' I• - 5LA8. O V SCAPEWEL WIDOW WELL SYSTEM' Zm 2x6S a 16'OL. ' �+ A DN-3 3 BY BILCOL 0 1 4562-42/ ON P.T.SILL ON Y E%T.PANEL 1301q-42)W/LOVER I 1O'CONC.FROSTWALL m DOME 1 4B42L OR bRATE CG4)� N O REFER TO MFR.SPECS FOR INSTALLATION m Q _ = ASLDH-2d53 = Q 61110F1INE5 Alm INSTRUCTIONS Xi - O I u l 15-8 114' ASCDH-2953 I %4B3/4 BASEMENT W It X 3 5TEEL BM.&IRT Q SO Co. 'MIN.C�3FiHED DROP '� n i I o. 4 BEAM • WALL TO SOT.OF ONE AT ATREAWE�L T'LOR'' • POCKET I SLAB.m , r i WI6X STEEL9M 61RF - -- "...i__________yr 16-X BFSTEEt�1•F.GIRT __________ _____ ________.yrlyM9t SFEEt-BMHRT-.._-- WIbx315 .GIRT _ { 1_ _ ______ ASLIF- 2-L q 3/4�6-BO 5/8. �48%dB: . •�II DROP TOP OF WALL b' i cam's w.rmcu m - � is ' �a=Baer oIN-g ml el al ml "��aa�-a � -3' 10' Z-0' 5'-0' Ln I it CAST 2X4 KEY IN FORM m u c m» w FOR GARAGE W41L ti. ^ oo R- m 4 ;I __ ____ apt E»e��m BEAM POCKET - UNEXLAVATED r -- LAST 2x4 KEY Q IN I2 X 1451EEL EM.GIR _ __ __ __ __ _____ .•I o Q'O 10'CONCRETE FRO5TWALL W • - ON 24'X 12'CONCRETE E ____ ____ __ _--_` ___ _____ _ F I OT NG W/KEY (n V) r . UNEXCAVATED P O b m i i Y r m r W I P.T.NCH I ----- _---- ----- "--- ' w vz•AIeHDR BDLrs to 12 F MIN.(2)PER SILL ' ,• ..'0... _______ _ _ _____ ___ __ ____ _ ______ ____ ttPILAALL;OMI�?)BOLTS PER SILL O N Q r RNERS .. -_____ _ __ ____ ____ J ( I1 DROP TOP OF 1"S LL E WALL 3"FOR FRAMING AT FRONT DROP TOP OF N FORLH. - WALL TO EOT. O OF 0 O (n SLAB. (d r i i r r FOUNDATION GENERAL NOTES W ---------------------- ------------- ------------------------ ' I N O -FULL iE16HT CONCRETE WALLS TO BE -BASEMENT SLAKE,TO BE 4'CONCRETE ^` 0 10'THICK ON 24'XI2'CONT NAW5 CONCRETE (3000 P50 ON 6 MIL.VAPOR BARRIER - O V/ FOOTING W/KEY;PROVIDE 2 ROW5 OF a4 OVER b'WELL-GRADED GRAVEL _______ ___________________________ ____ __ Q REBAR m TOP 1 BOTTOM OF WALL.WALL COMPACTED TO qS%MAX.DRY DENSITY HEIGHT TO BE APPROX.B•-10'(REFER TO .GARAGE SLABS i0 BE 4"CONCRETE FOND.RAN 1 SECTIONS FOR WALL HEIGHTS) (3500 PSO ON b"WELL-GRADED&RAVEL -ON ICIRETE24'xl2 FROST WALLS TO BE 10'THIoo TO BE SLOPED APPROX.3'DOWN TO B ON 24'xl1'COMII�mU�CONCRETE FOOTING OVERHEAD DOORS 1'-q' 9'-b' 1'-b' q'-6• 1.5• W/KEY(HEIGHT OF WALL TO BE BASED ON GRADE TO�BOTTOM'OF 54 pFOTIN6)FROM FIN. _AREAS BELOW WOOD FRAMED PORCHES _ T job NO.: 0621 TO HAVE 6'WELL-6RAOED GRAVEL 3'-0' 16'-0' 21•-6' B'-0' 24'-0' -CONFECTIONS OF FULL HEIGHT FOI11mATION _ 471E AUG.31,2006 WALLS TO F L i0 BE SEGp W/ -COLUMNS TO BE 3 I/2'OIA,CONCRETE KEY(LAST FROM ROM 2X4) 1RE FILLED STEEL PIPE -P T.2Xb SILL VV 1/2'ANCHOR BOLTS m 6'-0. -FOOTINGS m COLUMNS TO BE 12'THICK; i3-0 State AS NOTED OL.MIN.AND a 12-FROM CORNERS,THERE ANY FOOTINGS 42'X42'AND LARGER SHALL BE A MIN.OF 2 BOLTS PER SILL TO HAVE 45 REBAR m 12'O.C.EACH VLAY drain PAH HAARRA6SE55 fHe5 W/FR05TW 1-5 TO (FOOTING SIZES NOTED ON PLAN) BASEMENT PLAN rev. rev. 5C AL E, 1/4 1'-0' A o ri O O ry m a ski of i. 48,1 48 S 7,7 ` x 48.7 � Q ®� ` 48,E `l 48,5 48.0 Ln WOODED \ O C r %_1 x �81 4 8.3 / 4_ _\ . 48 z ,� r 47 9� l -- 48,3 r\ 48.7tK 47,;7. %cs 48.4 a 47,5 0� 8, 48,6 \ 'n� o .� 6 K 48.0 \ \ 48,7 J. 0 I 47.9 \ 48.5 48.5 48,5 48,1 \ _ 1 48.7 4 48,4\ 48.7 /J 48,1 8,1 ` 48,4 _ 1 r % 04 4� i' x 48,' ' 4 7 4� � `=' / UP #40c, � 48,4 GARAGE 4 8,9 �8,2 48,0 48. \ 48,3 I F.E. 48.57 h/ / ;r \ 48,3 48,5 l 48.0 / �48?5� 48,3/ /48,3� EXISTING ��� ; 46,9 x qs S17 , s 47,2 // \ \�� 48.4 r ��`�� / L(�NOTEIT //� rJ x �o #9 HEREON) J � C 47.1 �4 � / \ \ 48,E G�P��� 48,4 /� �� �� /,� 43,8 821 OLD POST RD., = 48,3 �� 461 48,2 x LOT 1 43,5" 48,1 TOTAL AREA PER �`� �' / / 4zt 3! PLAN BOOK 511 PAGE 65 `� 4 9.5 . � �• , / / /,� ,��• Jy�/ ,a 90,784t S.F o- / , / / .o. �o / !/ FND 4 /,7 2.08t ACRES rr x 7.2 �/ / �i 4 �� �/ /� t 4 8,5 �' / cb' 1` 7. 4 8, 47,5 7 WOODED x �47,3 48 2 k ; x , / 4J6,2 JJ J / W� ODFaD 48.3 � J ,� SILT,FIENCE ¢t HAYBALE UNE (S�E DETAIL BP-1 HEREON) `, x 48,1 x 48,3 48.2 / x • .� l/ 41 / / / � x 47,9 �3,6 %;. x ! x 3 8 ��� J/ '. r 48,1 ° .• c x 'peta i { 1 GENERAL NOTES +7,7, ' 48, 1.) THE INTENT OF THIS PLAN IS TO DETAIL EXISTING SITE CONDITIONS AT LOCUS 48.5 ° 48.0 WOODED \ \ 2.) LOCUS AREA IS COMPRISED OF: TO C' a- �.� z s # a �•, * LOT 1 ® PLAN BOOK 511 PAGE 65 \ ° O ASSESSOR'S MAP 073 PARCEL 007 JQ �► g� i 48,3 DEED BOOK 19,698 PAGE 179 Pt Qaw ` _ - •• / Pf ``` ° ° .o • - ,. $_ -y OWNERS/APPLICANTS: THOMAS J. DEVESTO 47,E 48,0 �8,6 �Q \�9,Q� \� - - - - 48,3 43. O�y •,+ 21 TAMWORTH ROAD 7,9', . ' ` �4 8,6 J \o \ S �iorsys ;s a o WABAN, MA 02468 47�� +p� \tK 48,0 48,4 48 5� TP#2 / 48,7\c\Q \ i r , P 4 z �� PHONE: (508' 775-9361 47,5 %K 1 + , 3.) PRIMARY BENCHMARK : RM 41 ® FIRM MAP 20001 0018 D Pj 48.5 �`a\ f'-' "s ' D t` EL. 48.97' (DATUM: NGVD 1929) 4.7,9 4 8.5 4 8.5 PROJECT BENCHMARK : SEE PLAN / 1 \ � c 4•) ZONING INFORMATION 1 , 48,1 \ I 48,7 \�\ , ___ \o Locus MAP Scale: 1" = 2000' ZONING DISTRICT : RF O I r 1 48,7 , G \ 1 4 8 1 4 8,4 f 48.4 _- �,\\� AP Aquifer Protection Overlay District \.48.1 k x 48.6 `'� \ RPOD Resource Protection Overlay District �,� ,� 4 � ! 1 48,4 GARAGE 48'9 x �8,2 \ CURRENT MINIMUM ZONING REQUIREMENTS 4 UP 440a 48, / MIN. LOT AREA = 2 ACRES (RPOD) w \ 4 8.3 / 5 F.E. 48.57 4 MIN. LOT FRONTAGE = 150' MIN. LOT WIDTH = - 4 8, �• x FRONT YARD = 30' SIDE YARD = 15' REAR YARD = 15' 48,0 \\w k 48,3 �" �4 EXISTING `O '� / 46/� \ 48.0 '�\ \ 48�� � /� 8 3 EACH PIT ,� -I•P 1 i / I \ � MAXIMUM BUILDING HEIGHT = 30' JQ O r/ \ # i 5. A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE. IF DETERMINED 0 47,2 , '` \ \w~ 48.4 �\,�� i / 4;' // 4 ) TO BE NECESSARY A TITLE SEARCH SHALL BE PERFORMED BY OTHERS. ph � \ \w G .- � / �; / 6•) THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD INFORMATION 47,1 D� �p5 / \ 4 8 w 4 8 3 / x�4 6 / UNDER / CONSISTING OF PLANS AND DEEDS. THE DUSTING FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON i1 �'� -' 5 O / CO�ISTRU91ION 'o ' `� �� ` � THE GROUND FIELD SURVEY PERFORMED BY BAXTER, NYE & HOLMGREN, INC. ON MAY 17, 18, & 19 2005. ' Q / f �Q__.___ ______ 48.2 x ` \w p i ry // // ,'/x 4 ,/ / 3 1), x i \ THE PROJECT LIMITS, AS FIELD SURVEYED BY BAXTER, NYE AND HOL.MGREN, INC. ON MAY 17, 18, & 19 pp �► 4 8,1 3 / ' ' / t 2005, EXTEND TO LOCUS PROPERTY LINES WITHIN THE CONFINES OF THE SUBJECT PROPERTIES AND 1 / �• ''/ ice/ / �'�/ ', 1, l 1 INDMOS FORINATION SHOWN IS FOR R WESTERLY PEFERENCELONLY' INTO AND IS�GIS INFORMATION POST ROAD RIGHT OF WAY. OTHER �<v=° // x ��7,2 �/ / ' ,'/ �' // �/ ;3 6 BARNSTABLE CIS DEPARTMENT. OBTAINED FROM THE TOWN OF 8 4 7 7 �4 8,5 7.) COMMUNITY PANEL NUMBER: 250001 0018 D FND x ry�� 4,• $21 OLD POST RDs t UP �- �. / /�� � ,! ' �' / � �' �' • � • � ��� �� �,'31,� THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES: ` 48, i _ / i' ' % , , / / + , l r All (EL ll) & C TOTAL AREA PER WOODED x A7. /'� / %' / %r / '' ,'I /l ,'''x ,'' 8•) ENVIRONMENTAL INFORMATION: i �1 / • SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). x 47,5 � ��� BOOK 511 PAGE 65 4�,2 / / ,' ,' � � ,' r ! , � ,j ,` l r` ! , 1,' . F / / i / / !! I r r I 1 r !� ■ SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER 90,784f S. , » » c 2.08t ACRES , ' ' NHESP MAP JUNE 2003 ESTIMATED HABITATS OF RARE WILDLIFE 48.3 �� l '� r` r' rl /' ' FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10)." 4 7,3 �/ '' / i / ,` / x 1 3 41 ,3 ,J" i l '� i r' ' !` ' �� x ' • SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP JUNE 2003 ' i ,r rl /1 - %` - 41 i /' r' r �l l ,' J l ,' �' rJ j r i ,/ �! /: 2 0.8/ "CERTIFIED VERNAL POOLS." 4 8.2 / ,4 3,6 "' �., x _ 3, ,8 / ,l >l / ,� 1 J ! 1 �l !' it\ x 4 7,9 r r` , r / , • ' I ' i ' ! 8, ,' •r r ' - ' 1 • SITE DOES NOT APPEAR TO BE WITHIN ,A PRIORITY HABITAT PER NHESP MAP J� , , ��' , JUNE 2003 PRIORITY.W. ITA S OF RARE SPECIES FOR . , EC UNDER �' ,l /' .� . . 4 /' ,/ / ,' ,l i / �i �' i I r` t Q:�l / ,' ,' r�`, THE MASSACHUSE TS ENDANGERED SPECIES A-CT� REGULATIONS (321 CMR 10). \ ?7 /\' Ir ' �l / / / x ' ' �' ' �' =Q'r� l l 1' y� r /�� '' • SITE IS NOT WITH IN A STATE APPROVED ZONE II GROUND WATER RECHARGE _ x4 8.1 08A• I / , / / •�f / ��•• -,�....x -�/� ' ,� it /l ,' •�' i l r�( ��� ,' ,:O'�l l % r ri Ol a,j��r/rf/1 PROTECTION AREA. x �r © / r ; r / / �' :��'; %/ �' C�r , N' l,'l/1 ' ' 9.) UTILITY RECORD AS-BUILT INFORMATION SHOWN HEREIN: CO I , , �- �O✓ , , , / , , ;„ ,�„/r , N THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE IBM: ; STAK SET / / / r 2+1 �' / 1�, ,rr jf,�rl� r ALL EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE L�AT10N OF x EL: 48'10' N VD29 / / 4. F . ' -' � r 4 7.9 , , /' / 7 , - .) , x / ,` 1; :- �/ / i l 17,71r 1� r1! j','+%l,1 i 3.4 o EXISTING UNDERGROUND G4FRASTRUCTURE, UTILITIES, CONDUITS AND LINES` ARE SHOWN IN AN APPROXIMATE ! x 47,8 4 7.4 { ( 5 / , / I I - 1/ / / �-Dti r �jj !,r l,,r , , Z WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE BEEN RESEARCHED BASED ON THE I // ��' /� / I r/ I ' x, •. ). ( ,1 ,' 1 x' / '8' ,'rrl �r'rrl J t' AVAILABLE UTILITY RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR - x 4 7.7 ' .' / i / �'Q i -` �r = ` / �J x /;/�r-- ' ' l jr'ril ' 2,I 6 N ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE SAID 4 8.3 �' II i 1/ �x 37,e '' O ` / ; '• ' �_ . �2.r'X' i 19f� - -=J;;';I ,'1 N INFRASTRUCTURE AND UTILITIES EXACTLY. IF FIELD CONDITIONS DIFFERS FROM PLAN INFORMATION, THE 1 I ! I r I I I x =l 1 ; �'„ , ' CONTRACTOR SHALL. NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. 1 ' \ i ' i t �` `�, \\ • I rr ( �\ `, ' 1 �� �` �'4` ( % i x '' \. ; 1 x r APPROXIMATE SEPTIC SYSTEM LOCATION FOR HOUSE ' 835 PER INSTALLERS TIES SEWAGE PER 2MIT x , 95 774 ON RECORD AT THE BARNSTABLE BOARD OF HEALTH. pp , . APPROXIMATE LOCATION OF UNDERGROUND UTILITIES PROVIDED BY WATERLINE INSTALLATION TIE CARDS t I ` , N\ x 4 7 4 I ; i �� �• k ' ' ` ' ` ` �` •`, �;, , , = PROVIDED BY COTUIT WATER DEPARTMENT ON 5-24-05. IP FND x 4�,7 x I �, \, �\ \ �� \ �, `\ '\ \ ;i I,'r� 2.2 821 Old Post Road \ \\ 4 7,4' ,/ ' \ \ \, mod`\ \ N\ \ �� \ `� \ �� �� `� �' 1r 1 \ 111 1 t r Cotult Massachusetts c� , \ � , , I1 , � EXISTING BOATHOUSE PREPARED FOR S8• \ \ x \ �-- \ �� \� \ �,,, I;, I�I;I ►- L' SE 3-2615 , 9 \, \,. \, \. \ \ fill'' Ill ��� Thomas DeVesto OO40 \ x 45)0 1 t ` N\ �� o \ 0( \ \ �� o \, `�a 1rr,11;� ;1j,1� O O Li WATERWAYS LIC. #4086 �. \ \ \ „ , I , r m21 Tamworth Road A �, 1 \� v \ \ \ �( �,, 1;r��i, ` = o DEPARTMENT OF THE ARMY: <q SA , '/ �' 1 O �\ `� `� �`w \ .' \ `\ \ \ `'\, ��.�//J',;I ,; I, \ 1 \ CENED-R-1993-01295 Waban, MA 02468 O' r ` O \ •\ /L\ x ►� , \ h' ,/� 111 ' ' 1r'�'I' SE 3-4437 , `1 1 ' o `\ � 36,� \ \ 3C�+�6 �1 , i;'rl i'�' 4,7 Q , ! , 4� x\ , , , , , \ ';r,,,, r'+ 11'Ii1; i TITLE . . . .- . '� O, FR W \ t . 4 1 , g /r ��1; 1 r, , : Existing Conditions / CO ' r � , , r,r/r , l,Jrlilr , �/h` s ' \`, `�, \\ `\ `\ �I ` \ � �` 1`� '1 it,'I'll 'lII III!/i I ill�it,I i I ,fr 46 2 �� .. A .. \ V v �r�jl/ ,rr I II IiII I N 2. v , ,,11 , 16 1 Q BAITER NYE ENGINEERING & SURVEYING ' '� ', VODED ' `� , ,1 ` �fY � i Try I 2.2 Registered Professional Engineers and Land Surveyors INDEX \ ' , , ' , �, ,, , ' ,' A, , z 8 5 ` \ 4,1 It ', 1 �, All 3 78 North Street- 3rd Floor, Hyannis, Massachusetts 02601 C-1 EXISTING CONDITIONS PLAN / \ I , ;�,, ;I (�, 1 x 1 1 ,m I , , Phone - (508) 771-7502 Fax - (508) 771 7622 00 I 6 c,4 20 0 20 40 1 00 ►R -. g N C-2 SEPTIC SYSTEM DESIGN PLAN x, O k ; >�� �r � � 8,,5 ' !rr 1( � K PROPOSED HOUSE - 7 + , ABUTTERS TTEF�S �ti ,y ;I i ; 1 r li i� Z SCALE IN FEET E ' CTRIC` BOX i � � ,I{I.�;�I,,� ��1; � � 1 =20' } I , �, O / �rl'�,i 'I�'I i 1 rl JQ;1rl ,3.(� N 183 / J u� 1 , /I / , 1 r I1 �, 2, / 'k 1 it r N /I f'In 113,7 � t r , 'l w ' 1 i i r r ��' 1�1J�� W �c 5�4� ( / 1\� 1` j(('1 f (,, I ; 3 DATE.05/19/06 1` \ }„ ,,r rll , 0 28, It I r I, ,r 1 I P FND 'l',I;% ;',l,�!/ till l '4.1 _ ,�,r !j r r J �j I Z ',r /lJlx Ix / / S�' 2,8 < CM1 w 1 2'7,5 N0. BY DATE REMARKS jI ' f J DRAWN BY:ML I NED BY: W CHECKE BY:SAW DRAWING NUMBER 0 ' r� I SHED - BEACH HOUSE 0 f 0: 2005 05-051 CIVIL PLO 2005-051 EC.dw 0 0 r l ' i f f 2005-051 ! I lr N C., V zi LEACHING AREA REQUIREMENTS 4 ,0 4 ,� � :_� >' WOOD ED �5.1 SO '� 4 9,o SOIL LOGS -� " ' D 6 GENERAL NOTES ,- - NITROGEN LOADING LIMITATION: NA ��® x ••�. -\� \ �`���9\1�� -' -w _ -C-�+S�-�• P% 11235 4 8.9 I `�• W w 48.6 6 ' - �}8,1! BARNSTABLE RESIDENTIAL 5 - BEDROOMS �' 4 9.2 X) �' \ x _ x SOIL EVALUATOR. 90ARD of HEALTH AGENT: 1. LOCUS AREA IS COMPRISED OF: TOTAL DESIGN FLOW = 5x110 GPD/BEDROOM = 550 GPD 48 1 �- �1�% ,I 9 4 x \ 4 7 �/ 1 STEPHEN a w►LSON, P.E. DONALD DEMARAIS, R. S. ) �- 4 8,8 &C OT ma _ 4 8,5 �\X�� LOT 1 A PLAN BOOK 511 PAGE 65 GARBAGE GRINDER = N/A �r /yC + Ji F� -° `\ 7 TEST PIT #1 TEST PIT #2 ASSESSOR'S MAP 073 PARCEL 007 4 8 �S / �,/ \� `^ 4 7 / " _ = DEED BOOK 19,698 PAGE 179 PERC RATE = <2 MIN. / INCH (CLASS 1) ; S` v -,�l G.S.E. 47.2 G.S.E. 48.6 OWNERS/APPLICANTS: THOMAS J. DEVESTO & ANGELA Y. HAHN LIAR = 0.74 GPD/S.F. \ J��� ��1�/ 6S 4 / may\ 4 8.1 0 0 21 TAMWORTH ROAD MIN. LEACHING AREA OF SA.S. REQUIRED: _ `� x 4/ 7,, J'TC 9'7 , \ ! �, v� " r WABAN: MA 02468 (550 GPD/ 0.74 GPD/S.F.) = 743.2 S.F. MIN. Q ` I'7,� F� x. _-) /� .�� 1 1 , -48 J Qw ELEV 46.95 3 5 PHONE. (508) 775-9361 48. \ . k I_=ACr FIT. r A • 10 YR 3/1 SANDY LOAM A • 10 YR 311 SANDY LOAM 3.) PRIMARY BENCHMARK RM 41 0 FIRM MAP 20001 0018 D PROPOSED SYSTEM: �, F,,�\ ' x 13.8 (1 o MIN.) x I+ \4 9,9 P' P' EL. 48.97' DATUM: NGVD 1929 10.8 WIDE x 48.5 LONG x 2 DEEP LEACHING CHAMBER SYSTEM WITH 5,500 GALLON `�8'S W TO PROPERTY LINE x 4 q 8 �� ' PRECAST LEACHING CHAMBERS UNITS WITH STONE SEE DETAILS HERE-ON 4 8 1 'F, T' / 4 1 , 8" ELEV 46.53 6" ELEV 48.1 PROJECT BENCHMARK . SEE PLAN SIDEWALL AREA (48.5 + 10.8)2 x 2 DEPTH = 237.2 SF p . \ - OT 4 8.5 8' B • 10YR 5/6 • SANDY LOAM B • iOYR 5/5 • SANDY LOAM ) THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD ' ' INFORMATION CONSISTING OF PLANS AND DEEDS. THE EXISTING FEATURES SHOWN BOTTOM AREA: (48.5 x 10.81, = 523.8 SF p - �-�" ' =, �� �/T 4 9,3 x /_ A.Cr- P - ' + � \ m - N HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD SURVEY PERFORMED BY TOTAL EFFECTIVE LEACHING AREA = 761SF _ . . . �.�, `a _ 16` ELEV 45.87 18` ELEV 47.1 Z 4 7, n r '�' �'[ (J X 4 8 5 l BAXTER, NYE & HOLMGREN, INC. ON MAY 17, 18, do 19 2005. SYSTEM DESIGN CAPACITY = 761 SF x 0.74 GPD SF = 563 GPD 8 / _ _ . �, / F ✓ 12.8 (10 MIN:) Q , SEPTIC TANK SIZING: 550 GPD x 200% = 1100 GAL O 4 7 �` . I?, �` , ` `' TO WATERLINE Op"" / !, �� `J C ; 1 OYR 6/4 ; MEDIUM SAND C ; 10YR 6/4; MEDIUM SAND 5.) COMMUNITY PANEL NUMBER: 250001 0018 D \ ; USE 1.500 GALLON TANK MIN. 4 7 ' O ` 4 4 x� 4 8.7 -- _ THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES: ex 1 8 8 j /� 4 r 3 . e r f 132 (ELEV 36.2) 132 (ELEV 37.6) All (EL i 1) & C 48.5 10.8 S.A.S. TH � � _ c ,� - �-\ �, T A�.K � NO WATER AT 132 (ELEV 36.2) NO WATER AT 132 (ELEV 37.6) 5 ECAST LEAC G 4 8 . L`� i ��, PERC O 48` (ELEV 43.2) PERC O 52` (ELEV 44.27) 6•) ENVIRONMENTAL INFORMATION: Li 7 I CAMBERS - PLAN do 4 8 J r ,c --- i / s = + RonL.E LAY DETAIL , \ RATE <2 MIN/IN RATE <2 MIN/IN • - SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). 4, BELOW D-t�ox o 48 7 � (� / / 7 CLASS I SOIL CLASS I SOIL • SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER _ ��% 4,7,6 � /4 2,�� ( / \ ' / NHESP MAP JUNE 2003 "ESTIMATED HABITATS OF RARE WILDLIFE" " EXISTING GRAVEL DRIVE 48,7 x N �, O '�.,\ �� / ■ FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10). 'Q' 7 TO BE REMOVED 4 4 ^ - i w 8 - - EXISTING GARAGE AND c � I� _ if ` 1 ? 'rr ' '/ • SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP MAP JUNE 2003 G 4 8.1 y48,648,4 4 I SHED TO BE EMOVED 47,8 J � � 3 /'2 ) r' , , /, p i r r w4 8,1 �� ��; �,- , (� Q / , r / , _ 5/ CERTIFIED VERNAL POOLS. \ �• 34 LF 4` PVC _ 48,4 ,, 48,9 x 8,2 _ ,, J1 ��v / - ,, I d I 'x ID F,60 s- 1.1 x - A R A G E / _ i / ; ; / / r ,' T SITE DOES NOT APPEAR TO BE WITHIN A PRIORITY HABITAT PER NHESP MAP 'Q 0c �\ \ I / / I r ( JUNE 2003 `PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES UNDER �i < i r / l / `t J i2 -�i t Q f 7 C l 1 c>j i 48,3 / / 4 F .E E. 48.57 h , '� F ���. -r. / A �J, l l l ,i I 1 r 4 3 g,5 14,7 '`�' / Gj Q , , / I . I r THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR 10). _ 48,3 r /. co 46x r�� �,'�w , ": \ " �` 4 8,3 E X I C T 1 I I G / 4 , 36.1 ; ,'c 4./3 / • SITE IS NOT WITH IN A STATE APPROVED ZONE It GROUND WATER RECHARGE 4 ?,0 �� j / y ,� �r <�� y" \ �i /1 , t , / l r PROTECTION AREA. k 4�3 8:"'� E:I�CI� PIT / , '� ,� 37,2 37.1 3G�1, �� {?, /�,� r , � I, O EXISTING LEA PI TP 1 �, x r , \ \� 4 ,4 \ 5LF 4' P / fi 1 rry /v , I / r / x r ,x J APPROXIMATE LOCATION # / _ OF PROPOSED DRIVE \ w _ / / S- 2.0X J Fl WITH PUMPED-DRY, / / 4, ,tJ \ y '. /c / �3 7: �/'� I. , ' l l 2`') f \ < V /.%.". / \ - ��' 4 R,4• CLEk4.- D AND �` � '� ! / /�.� ' Ir c> GAP J ff - _ `A13ANDo> ED OR / / / ,�JNDER 1 / I a� '` / i`� 3 / �,. 4 8,�. ,/ \ / 47.1 ^ o; / _ -w .k 4 3 - �,REMOVEI7 /45 / CONSTUC� ( N� '\ :37, 37.< l ,I I ,'' Y ,'x 4 ,/ x) :. > ,� ; ; ,' aA) CONSTRUCTION NO TES. 48,c � /' / / i /39 ) L 7c>1 %33,0/' ' l 1 �r'I' � l ' r' � l �O 48, \4 o S S �1, / / D , i \J/�/ / + ,J 7' , / r , 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF <f� EXTEND EXISTING * '( �_f / '/ i i I rr 1 t• 1 rf it ,' THE STATE SANITARY CODE DATED MARCH 31, 1995, AS AMENDED THROUGH THE DATE OF THIS PLAN, k ANY LOCAL RULES do REGULATIONS APPLICABLE 471, r ,.� -" NWATERECESSARY AS ��� ll l / / 'Q / ' '' b� �'' rr , l l <<� O' x .�7,2 , / / i �4 Q��i l l 1/ % ANY CHANGE TO IS PLAN MU BE P �Q y 7 UTILITY P BE � ��� Uj � / R v+l / , / r •, ,- f r Lt 2. THIS MUST APPROVED IN WRITING BY THE ENGINEER. / / / C v`� / / f ' • l c / r Co 2 0' ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY 1. D 4 7, , RELOCATED 4 8. , x/ / ,�, > /4 6,9 F".,I. 8 21 OLD POST F;'v. U P I- �. r 4 �`, i ,/ / I ;3 1,� ��1 I /� 0,1�i THE ENGINEER. / , / r I I / / LOT i 48,�� T�_, � / ,_ ,/ i ,� ,'�� l i �j , / / i r ,' �' � I r r1 ' x r ' 3• WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFlLUNG, NOTIFY THE BOARD OF -- I / x �/ l l r l , , O / / '`� / r / ' ' r •� ' ' I i + HEALTH AGENT AND ENGINEER FOR INSPECTION. TOT/,L AREA PER W ODED Q , ! , / ; ,' ,' / l` l ,' ,' ; I ; X ; ' ,' r r I / / / r ' 3 BOOK 511 P I G 65 ��- � � / � � ' j i t f ' ! ' ' , � f r 1 r I 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 40 SCHED 40 PVC. UNLESS OTHERWISE 0 0,7 8 4± S.F / Q� 4�3,2 / r/ ,�` ;/ ,'� ;�' % // /1 , 1r ,'+ l I 1 i ,� j rr ��: t ; NOTED HEREIN. x:. 2.0 8 ACRES.. /' �0' �/ l ` l ' '� l it l it i ;l !r, x ' I I,5. EXCAVATE UNSUITABLE MATERIAL IF ENCOUNTERED, TO THE "C HORIZON` , FOR A / 34 3,' x i l r I !■ r Ir It Jl � i HORIZ. DI!,ONCE-OF 5'' SURROUNDING THE LEACHING F7ELD, AND REPLACE WITH CLEAN _ x. . / 41. 0.8 SAND PER 310 CMR 15.255. 8,1 x 48.? EXISTING DWELUNG 4r�, _ �' / 4.3,6 /� / x �� 8 TO 8E REMOVED x 4 , / x �/. / , , ,� , , I 1 , 7, r' / r .. / / l / , I r,, + / .■I , , / , 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3 OF COVER. 7. THE SEPTIC SYSTEM DESIGN DOES WE INCLUDE A GARBAGE GRINDER DISPOSAL x4 .� X .. �/O i �'' rlJ l �,' •,r i ( ,rf lr, 8. THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY J J ( ' ��� // 1 ' / ' ; ' ,' / j / COMPANIES TO'LdCATE'ALL EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE 8,1 Y f,. / / x L. / i ,' i l , i -'�� , l i START OF CONSTRUCTION. THE LOCATION OF EXISTING UNDERGROUND INFRASTRUCTURE, V�/00[ D �/ 3 7�, / 2, ( O / ; ■� �r / / r� -� / l ,� UTILITIES, CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT ' i I T B M: ; S TA K SET 41,7 . Q_, I / / BE LIMITED TO THOSE SHOWN HEREIN AND HAVE BEEN RESEARCHED BASED ON THE 5 PRECAST CHAMBERS x 4 7 o ry ' , ` / �� ,� / / / X4 F / 1 / / / r l l AVAILABLE UTILITY RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY 47.4 r l_. 4811 0 PJ JD 2 3J'} J % / /� //� / /! ' I / 1 r�x / i r r iY - '/ / �� / 17 RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE I I t I / y CONTRACTORS FAILURE TO LOCATE SAID INFRASTRUCTURE AND UTILITIES EXACTLY. IF FIELD CONDITIONS DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY H.5H 4.8' _' 10.8 x 4 7,7 /' / :`w•. ' x I I 1 / // / `/ / /, rr �'Od' r I r r rr / r / , ,.. .' ; J 2 //- THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. 48,3 1 I i / i II X 37.8 o r 191�3 1 ; I / x APPROXIMATE SEPTIC SYSTEM LOCATION FOR HOUSE 835 PER INSTALLER'S TIES 2 I 1 SEWAGE PERMIT 95-774 ON RECORD AT THE 13ARNSTA13L.E BOARD OF HEALTH. ' I ��`r�X s _l�-t PLAN OF SOIL ARSORBTION SYSTEM WITH i i `i ` 1 Ir 1 `� '� • \ ( r . x , , APPROXIMATE LOCATION OF UNDERGROUND UTILITIES PROVIDED BY WATERUNE x; "'4.1 \ INSTALLATION TIE CARDS PROVIDED BY COTUIT WATER DEPARTMENT ON 5-24-05. 500 GALLON PRECAST LEACHING CHAMBERS + � � � � ' � 1 � ' `' ` ` ` NO SCALE i 1 i ' I Q I 1 ' 1�\ m ` �- `� �• APPROXIMATE LOCATION OF LEACH PIT AT HOUSE 1821 AS FIELD VERIFIED ON ` x 4 7,4 4 ,7 I 1� !! t� ` \ �� t. `\ \ �` �` \�� ` �\ \ `�\ ��\`� 2-27-06. x f c �/ t 1 ` c, I -� x\ 821 Old Post Road o, WATERTIGHT MANHOLE FRAME AND 3 "- tr x 4 7,6 , ; I `, , ` \, \\ \`, `\ Q\\ ` \`, \` \� \` ��\ '\ \� \� 5,�\\ \�` ``, \\ `\ Cotuit, Massachusetts COVER TO GRADE �4 (FOR INSPECTION PORT) DOUBLE WASHED STONE 8�_g•_ 2, ` 4• a `, , ' \` `� `� \ ` PREPARED FOR -i 20" DIAL-- 47.4;' ,' � '�, � \ ` `� �� �`, \ \ cn\ ` v �• `� \ �` \ ``\ `\ `� \ ��, 2" - - \ \ Q .�'\ `, �• �, \ `\ Thomas DeVesto FLOW LINE �. - -. i -,� ►;. , ,. Q , \ 21 Tamwor'!h Road ®� s x ` -�.��': 3' ® ® ® ® ® ® L� ) \ ` `ti \ \ Q \ EFFECTIVE 24 ?��+ is!',' 'S. ® ® ® t_' ® L� ® ® ® ® ® x ` \ `` Waban MA 02468 DEPTH �3;;t,+,Y,l stt_-fi r_. �y, -•/, N J \ ! \ (I� l os' J I11 r 1 \.- ,� �� \ \ ��"� `\ `\ \ `` ti '' TITLE ` • Septic System Design Plan it CONCRETE LEACHING CHAMBER SYSTEM DETAIL CC�0T t �+ o t \ �` c, w \ 1 ' f 3 '�/I Proposed House NO SCALE TYPICAL SYSTEM PROFILE ��°�°' '' 4 1 ; �� �, � �, �,' \ � o � � I ' �' `' � � `, . ' A l�,d \ ■ t r r/, s I v � ) ' B AXTER NYE ENGINEERING & SURVEYING NOT TO 8CALE /2/jT� ,; v \ �� t 1 `� I�,' '„t w NOTE: O , \ t r,,t'l,II I r Registered Professional Engineers and Land Surveyors 1. MATERIALS SHALL MEET H-20 LOADING REQUIREMENTS AS NOTED. 4 ,�� l l! ' o \ `� �, I I► 78 North Street- 3rd Floor, Hyannis, Massachusetts 02601 SET AT LEAST ONE MANHOLE FRAME COVER TO WITHIN 6' OF FINISH GRADE. SET MANHO E FRAME Phone - (508) 771-7502 Fax - (508) 771-7622 RISERS h COVERS SKAL.L BE WATERTIGHT rf COVER TO WITHIN 6. OF FINISH GRADE APPROXIMATE TOP OFLD FINISH FLOOR = 50.50 FINISHED GRADE OVER [-& ANK - 48.3 RISERS COVERS SHALL BE WATERTIGHT LO F►NISHED GRADE OVER D. BOX - 48.5 SET 1 INSPECTION COVER TO WITHIN 6' OF GRADE 20 0 20 40 r*�;�N pF� N WITH WATER TIGHT RISERS do COVER I'll, PROPOSED GRADE =48.50 TOP OF D-BOX EL- 45.92 FINISHED GRADE OVER LEACHING CHAMBERS - 48.6E 0 3• wxN• 2• of DOUBLE SCALE IN FEET �i` c N :'..r• :, WASHED PEA STONETOP OF CONC. 1" 20 34 LFN4' SCH 40 PVC OS" 1.1X - FIRST 2' (TO BE LEVEL) 9" (min) Cover CHAMBER EL. 45.83 <`C4� rn 6• MIN, r �c. CO 10 MIN. 21 LF (MAX.) N 4" SCH 40 PVC TOP OF PEA (max) CONNECTION PER / 36 max Cover ;� .:, INV IN- 46.0 PVC NV OUT- 45.75 2 STONE, EL-45.83 1.0' CONCRETE MANUFACTURER k- `'• 4• SCH 40 :► O Sm 1.1X LEACHING CHAMBERS RECOMMENDATION BAFFLE INV IN- 45.38 6 SUMP . NV OUT- 45.21 - 4• SCH 40 PVCGAS r�• ` � L- 15' S-2.OX (1.0% MIN ALLOWED) 14• `t _ •_- _ 4" DUI. PVC DAT 06 REINFORCED CONCRETE 6' CRUSHED rf�; --�* r.� i:re: "}`'�"'''�' :•p • `:; E• 05/19/ o INV OUT =46.30 �: STONE BASE 24" ,s 0 t� 0 O l� `: 'f' ��-�- :,_ ".: 6' CRASHED STONE BASE EL 43.o p DISTRIBUTION BOX T- MIN 1 MWE 9 06 UPDATED BUILDING FOOTPRINT CN2 -' 1,500 CATION ONE-COMPARTMENT SEPTIC TANK � r� ROTONDO DB-3 (H-20) OR EQUAL INV. IN - 45.0 No Groundwater Observed O Elev. 38.0 NO. BY DATE REMARKS ROTONDO ST1500 OR EQUAL (NOT DESIGNED FOR H 20 LOADING) TO BE INSTALLED ON A LEVEL STABLE BASE :> TO BE INSTILLED ON A LEVEL- STABLE BASE 3 OUTLETS REQUIRED DRAWN BY:ML DESIGNED BY: SAW CHECKED BY:SAW SEPTIC TANK TO BE INSPECTED do CLEANED ANNUALLY CONCRETE LEACHING CHAMBER SYSTEMLQ DRAWING NUMBER ACAS PRECAST CONCRETE LEACHING CHAMBER (H-20) OR EQUAL 0: 2005 05-051 CIVIL PLO 2005-051 SP-M.dw 9 TO BE INSTALLED ON A LEVEL STABLE BASE 0 2005-051 o 0 N 0