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HomeMy WebLinkAbout0041 PLEASANT PINES AVE - Health (2) L Lne sant Pines Ave P 051001 f X/ UPC 12534 No. 2.153 pR HASTINGS, MN TOWN Of BARNSTABLE soft -ma:Si oT AT5THi.LER'giOldE NO SBPT'IC TANK CA}?ACFI'Y' LEACFIING-FAC1Li'i {tyi ) �"'GeS (Sue) rSOZ� S N0.OF B&DROOMS � BUSLQt C1R aY1rIER PERRTDATE CONII'IfAtdCE'D�,'d't Stpaztition Dcstance 8etvr•,en'Fbc Maximum Adjasted GraundwaterTab a to the?Bottom of Lead tng Faciiity FeeR Pnvate dater 3uPFlYell andLeac#iing 88ciltty C auy wells exist: aa.sica or wnthin 2t3fl felt if leaching facility) Feet Edge.of Wet#and andLeaduig F�aaty(If any.wetlands exist withta 300' t feet of leaching facmy) r Fee Fro x o � oa � 3 oy� /-� -a -31s-�g1' 4.3- q8 ' -3 i - �-v Commonwealth of Massachusetts 233 o5/-ao� T-ij ,3,I"(', Title 5 Official Inspection Form i� ws, �0 Subsurface Sewage Disposal System Form -Not for Voluntary Assessments m 41 Pleasant Pines Ave Property Address rat { Peter Viviano ley Owner Owner's Name hw•L information is ✓ w required for every Centerville MA 02632 4-3-18 -0 page. City/Town State Zip Code Date of Inspection(--,a (.n.A Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. A. General Information S1 ag33 1. Inspector: Shawn'Mcelroy Name of Inspector Upper Cape Septic Services Company Name P.O. Box 73 Company Address E. Falmouth MA 02536 City/Town State Zip Code 1-508-495-0905 S13971 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000).The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation the Local Approving Authority 4-3-18 "nspector'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 should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 1 of 17 4oe y VS Commonwealth of Massachusetts Title 5 Official Inspection Form ;� wa Subsurface Sewage Disposal System Form -Not for Voluntary Assessments J" 41 Pleasant Pines Ave Property Address Peter Viviano Owner Owner's Name information is required for every Centerville MA 02632 4-3-18 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: System is in good working order with no sign of failure. B) System Conditionally Passes: ❑ one or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health,will pass. Check the box for"yes", "no"or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑N ❑ ND (Explain below):. t5ins.doc-rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 i Commonwealth of Massachusetts a 3 Title 5 Official Inspection Form w ' i�.,l Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 41 Pleasant Pines Ave Property Address Peter Viviano Owner Owner's Name information is required for every Centerville MA 02632 4-3-18 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ON ❑ ND (Explain below): ❑ obstruction is removed ❑ Y El ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑Y ON ❑ ND (Explain below): ❑ obstruction is removed ❑Y ON ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts �w Title 5 Official Inspection Form i-1 Subsurface Sewage Disposal System Form -Not for Voluntary Assessments r a 41 Pleasant Pines Ave Property Address Peter Viviano Owner Owner's Name information is required for every Centerville MA 02632 4-3-18 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes"or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool El ® Liquid depth in cesspool is less than 6" below invert or available volume is less than day flow t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 r r Commonwealth of Massachusetts Title 5 Official Inspection Form l Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �. 41 Pleasant Pines Ave Property Address Peter Viviano Owner Owner's Name information is required for every Centerville MA 02632 4-3-18 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] I ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems:To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area— IWPA) or a mapped Zone II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 S Commonwealth of Massachusetts ' Title 5 Official Inspection Form C�'i Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 41 Pleasant Pines Ave Property Address Peter Viviano Owner Owner's Name information is required for every Centerville MA 02632 4-3-18 page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate "yes" or"no" as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the-previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Wasthe facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): 3 Number of bedrooms (actual): 3 DESIGN flowbased on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form � p Subsurface Sewage Disposal System Form Not for Voluntary Assessments j •f ,. 41 Pleasant Pines Ave Property Address Peter Viviano Owner Owner's Name information is required for every Centerville MA 02632 4-3-18 page. City/Town State Zip Code Date of Inspection D. System Information Description: Number of current residents: 2 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonal use? ® Yes ❑ No Water meter readings, if available (last 2 years usage (gpd)): Detail: Sump pump? ❑ Yes ® No Last date of occupancy: 4-2018 Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow (seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins.doc-rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 Commonwealth of Massachusetts ' Title 5 Official Inspection Form ;vial Subsurface Sewage Disposal System Form -Not for Voluntary Assessments r ,_<, 41 Pleasant Pines Ave Property Address Peter Viviano Owner Owner's Name information is required for every Centerville MA 02632 4-3-18 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: N/A Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract (to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank.Attach a copy of the DEP approval. ❑ Other(describe): t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 17 r Commonwealth of Massachusetts Title 5 Official Inspection Form hl Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 41 Pleasant Pines Ave Property Address Peter Viviano Owner Owner's Name information is required for every Centerville MA 02632 4-3-18 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 2005 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 24"feet Material of construction: ❑ cast iron ® 40 PVC ❑ other(explain): Distance from private water supply well or suction'line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Good condition. Septic Tank(locate on site plan): Depth below grade: 18"feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 gal Sludge depth: 12" t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 1 Commonwealth of Massachusetts ' Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 41 Pleasant Pines Ave Property Address Peter Viviano Owner Owner's Name information is required for every Centerville MA 02632 4-3-18 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank (cont.) Distance from top of sludge to bottom of outlet tee or baffle 20" Scum thickness 1" Distance from top of scum to top of outlet tee or baffle 6" Distance from bottom of scum to bottom of outlet tee or baffle 15" How were dimensions determined? Tape Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tank is in good condition with baffles installed and no sign of leakage. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 i r Commonwealth of Massachusetts r� Title 5 Official Inspection Form wa hi Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 41 Pleasant Pines Ave Property Address Peter Viviano Owner Owner's Name information is required for every Centerville MA 02632 4-3-18 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank (tank must be pumped at time of inspection)(locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract (required). Is copy attached? ❑ Yes ❑ No t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 17 Commonwealth of Massachusetts 1� Title 5 Official Inspection Form �i -'F Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 41 Pleasant Pines Ave Property Address Peter Viviano Owner Owner's Name information is required for every Centerville MA 02632 4-3-18 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box (if present must be opened)(locate on site plan): Depth of liquid level above outlet invert 0 Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): Good condition with water at working level and no sign of back-up from field. 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. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins.doc•rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts ,w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 41 Pleasant Pines Ave Property Address Peter Viviano Owner Owner's Name information is required for every Centerville MA 02632 4-3-18 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ® leaching chambers number: 3-500's ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Leach chambers in good condition and empty at inspection with no visible stain lines. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth —top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 17 Commonwealth of Massachusetts ' 3 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1a_ 41 Pleasant Pines Ave Vr_ Property Address Peter Viviano Owner Owner's Name information is required for every Centerville MA 02632 4-3-18 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 i Commonwealth of Massachusetts y Title 5 Official Inspection Form ! C�i Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 41 Pleasant Pines Ave Property Address Peter Viviano Owner Owner's Name information is required for every Centerville MA 02632 4-3-18 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ®. hand-sketch in the area below ❑ drawing attached separately Ic[j CC k 0 � 3 -31 13- 1 31S_ ero V g + . r � f 57 e a � 7 t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 17 r Commonwealth of Massachusetts ` Title 5 Official Inspection Form r�i Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 41 Pleasant Pines Ave Property Address Peter Viviano Owner Owner's Name information is required for every Centerville MA 02632 4-3-18 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 12 feet Please indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record If checked, date of design plan reviewed: Date ® Observed site (abutting property/observation hole within 150 feet of SAS) ® Checked with local Board of Health -explain: ® Checked with local excavators, installers- (attach documentation) ❑ Accessed USGS database - explain: You must describe how you established the high ground water elevation: Original design plans show no groundwater at 12'. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 II r Commonwealth of Massachusetts ,w Title 5 Official Inspection Form ' r�l Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 41 Pleasant Pines Ave Property Address Peter Viviano Owner Owner's Name information is required for every Centerville MA 02632 4-3-18 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 -\ COMMONWEALTH OF MASSACHUSETTS (0(21 EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION TITLE 5 ya/ OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION 4os_ /-, Property Address: # �✓7'"// FS 61r 10 �41c6z_ R / — DZ632 Owner's Name: /GL/ I F& s✓ Owner's Address: -/t sAe47- ti1a�5 vL� Date of Inspection: Name of Inspector: (please print) €�A ep A, &-r0AJ✓ Company Name CQ� 5�2Ju`Cn2 ' Mailing Address:. 'Po $off l'12� ;. CD Telephone Number: —SSA-36l wr? CERTIFICATION STATEMENT (n � I certify that I have personally inspected the sewage disposal_system at this address and that the in ormatio0eported' below is true,accurate and complete as of the time of the inspection. The inspection was performe based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: Passes Condittbnally Passes Needs Further Evaluation by the Local Approving Authority _ f Fafls Inspector's Signatur — uAa" Date: The system inspector shall su mit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer, if applicable,end the approving authority. Notes and Comments ��,Q� �St��-j�,{��o�/��I/G����'�t/L�/�9-c.c ,�S✓��/y�.�r/t>cgti� r r ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different -- conditions of use. Title 5 Inspection Form 6/15/2000 page 1 I Page 2 of 1 I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property;address: zf f.¢s, r ,�—nl �7,� Cal ✓v1 1P Owner: Date of Inspection: 40 —a'2. Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D Syste asses: _ V I have not found _ u any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B System Conditionally Passes: One more system components as described in the"Conditional Pass"section need to be replaced or repaired.The sy m, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Answer yes,no or not dete ' ed(Y,N,ND) in the for the following statements. If"not determined"please explain. The septic tank is metal and ov 20 years old* or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration exfiltration or tank failure is imminent. System will pass.inspection if the existing tank is replaced with a complying se is tank as approved by the Board of Health. A metal septic tank will pass inspection if it is aurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is vailable. ND explain: Observation of sewage backup or break out or high s tic water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distrib 'on box.System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pi s).The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: 2 Page 3 of l 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: -011t°�'Jr "'4r `4 -2 Owner: Date of Inspection: IT' 7 �1 C. Furt valuation is Required by the Board of Health: Conditions exis ich require further evaluation by the Board of Health in order to determine if the system is failing to protect public he ,safety or the environment. 1. System will pass unless Boa of Health determines in accordance with 310 CMR 15.303(l)(b)that the system is not functioning in a anner which will protect public health,safety and the environment: _ Cesspool or privy is within 50 et of a surface water _ Cesspool or privy is within 50 fe of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(a d Public Water Supplier,if any)determines that the system is functioning in a manner that protects the ublic health,safety and environment: _ The system has a septic tank and soil absorption stem (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water sup ly. 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 wi in 50 feet of a private water supply well. _ The system has a septic tank and SAS and the SAS is less th 100 feet but 50 feet or more front a private water supply well"*.Method used to determine distance "This system passes if the well water analysis,performed at a DEP cert ed laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from ollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than pm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. 3. Other: y ' 3 f Page 4 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 4V �F¢.ti Owner: .�EOEIL Date of Inspection: G/� D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes No/ _ _V ckup of sewage into facility or system component due to overloaded or clogged SAS or cesspool _ Di ge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or ogged SAS or cesspool Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ^' �tquid 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 �times pumped _Aiy portion of the SAS,cesspool or privy is below high ground water elevation. portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface ater supply. _� nv portion of a cesspool or privy is within a Zone I of a public well. y portion of a cesspool or privy is within 50 feet of a private water supply well. �/1 ✓Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis.[This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria // are triggered.A copy of the analysis must be attached to this form.] /y0 (Yes/No)The system fails.I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails.The system owner should contact the Board of Heath to determine what will be necessary to correct the failure. N14 E. Large Systems: To sidered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd• You must indicate either "or"no"to each of the following: (The following criteria apply to large ems in addition to the criteria above) yes no the system is within 400 feet of a surface drinking supply the system is within 200 feet of a tributary to a surface drinking wa u ply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Are WPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answer "yes"in Section D above the large system has failed.The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. 4 Page 5 of l l OFFICIAL,INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B Q� CHECKLIST Property Address: DE vb 61i1/�5 �v� Owner: Date of Inspection: Check if the following have been done.You must indicate"yes"or"no"as to each of the following: Yes o ' Pump' information was provided by theU",occupant,or Board of Health ere any of the system components pumped out in the previous two weeks? Has the system received normal flows in the previous two week period? ave 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: Y o es 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 I5.302(3)(b)] 5 Page 6 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: Owner: Date of Inspection:. FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): .40— Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): Number of current residents: t— 10 Does residence have a garbage grinder(yes or no): Ale, Is laundry on a separate sewage system(yes or no):�o [if yes separate inspection required) Laundry system inspected(yes or no): 4✓14 Seasonal use: (yes or no): Ale 208S Q2�000� Water meter readings,if available(last 2 years usage(gpd)): zoo� 9z m� Sump Pump(yes or no):�e 19 4; ono Last date of occupancy: caae�,y- ul� COMMERCIAIANDUSTRIAL �TJ e of establishment: Des' flow(based on 310 CMR 15.203): pd Basis of de ' ow(seats/persons/sgft,etc.): Grease trap present r no):_ Industrial waste holding nt(yes or no):_ Non-sanitary waste discharged to the i rstem(yes or no): Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: ak*MM Was system pumped as part of the inspection(yes or no):ALo If yes,volume pumped: MIA- gallons- How was quantity pumped determined? 11/4-- Reason for pumping: a! /1" j v TYP"F SYSTEM Septic tank,distribution box,soil absorption system Single cesspool Overflow cesspool _—Privy Shared system(yes or no)(if yes,attach previous inspection records, if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight tank _Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if kno )and source of information* c�y��c✓� ,��r�,�-iv�Z/.V3 cvM-/)/rae�.o 4-�-off l�i�K.P�i L�1ty�. Were sewage odors detected when arriving at the site(yes or no):IYD 6 Page 7 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:"e4/oq Es' Owner: Date of Inspection: �- a BUILDING SEWER(locate on site plan) Depth below grade: cr,1!i /�t/ddve,•y .�6 �¢�a.i d�/�si<< �i1/�/46,.d 62;51f>4�ZF— �, v Materials of construction:_cast iron 0 PVC_other ex la' el--4 .-t/4t/. Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidenc of leakage,etc. F/o �Tic,lif/ vc 1 l/ /W 1 SEPTIC TANK:_(-locate on site plan) Depth below grade: /ts 4f Material of construction: ✓concrete_metal_fiberglass_polyethylene —other(explain) If tank is metal list age:,✓/4- Is age confirmed by a Certificate of Compliance(yes or no)wZ4c, (attach a copy of certificate) Dimensions: /,S O40 4. e- �-r X/o-6 p S'6+' .d` /a��l� f ester V-'4141.G< <Nl71uW 417.3b Sludge depth: Qvc/u Distance from top of sludge to bottom of outlet tee or baffle: W/O Scum thickness: 2" Distance from top of scum to top of outlet tee or baffle: 6 t Distance from bottom of scum to bottom of outlet tee or baffle: 12' How were dip s determined: oa,od d to v Comments(on p0114146WO t ns,inlet and outlet tee or ba a conditiorL struc al integrity,liquid levels as}}e,l�a__te outlet invert,evid akage,etc.): �/4" es�a� / Cif�9,�J Cam` /�49 S cry, .Z h un a moo, o o Lgw,u a, 7; ,p/v ¢g.2, 34 N� GR=below _(locate on site plan) Dep Material of construction:_ Crete_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 ba e. Date of last pumping: Comments(on pumping recommendations,inlet and outlet tee or baffle co on,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): Page 8 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) .R. Property Address: Owner: wed<r^ Date of Inspection: -/-07 ' TI HT or HOLDING TANK: (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: co metal fiberglass polyethylene other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches, etc.): DISTRIBUTION BOX: V--"(if present must be opened)(locate on site plan) Da-AG Depth of liquid level above outlet invert: Comments(note if box is level and,4str*b t' n t�o�oytlets equal,any evidence�of solids carryover,any gvidence of aka into or out of box, etcLQ. : i xry 00 0-1-6-4-7 "/4PU P (locate on site plan) 9'7•"1¢ Pumps in working order(yes or no : [N✓-A -C. Alarms in working order(yes or no): Comments(note condition of pump chamber,condition o p and appurtenances,etc.): 8 Page 9 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) x Property Address: Owner: e✓ Date of Inspection: SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not 1 cated/eyxplain wh �- // L Type leaching pits,number:_ , �1 leaching chambers,number: 3 —Sow ¢"/6��1f""£3�-�'y z `�y l¢ra �z�,,,, 4 leaching galleries,number: 6vTrrry/--G4,5 �Z.£3�X 33 �i 1�-0 74 = 3�8 leaching trenches,number, length: 5'�(i X,AS- =�j2,✓3s31•�X21r2�1t �,7� /37 leaching fields,number,dimensions: overflow cesspool,number: �� '.a� innovative/alternative system Type/name of technology: Vic Comments(note condition of soil,signs of ydrau is failure,leve of ponding,da soil,condition of ve eta3ton, etc.): � ys���! �� hoyoywL 0 o,✓ l O!a67vYT A// CES OLS: (cesspool must be pumped as part of inspection)(locate on site plan) Number and configura Depth—top of liquid to inlet Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments(note condition of soil,signs of hydraulic failure,level of ponding, ition of vegetation,etc.): All PR ocate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure,level o�pondtn �dition vegetation,etc.): 9 i Page 10 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 9¢/ 1lei /1,, el Owner: GOF� Date of Inspection: SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Y'YLv tit T - o F w Jt� �� Q, JtYz�ltCe �I 3alc� � l J -�- l 1 s � W►-4-���, t � _ I 'I I 10 �� v . ' Page 11 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: �4��Ll• f}, 1-: t 9�� Q—::r�7-6-7Zy�G�-C- Owner: i—rUG 2 Date of Inspection: SITE EX y Slope /o Surface water Check cellar cfk y 9.5- `- Shallow wells Estimated depth to groundwater /Sr —feet �v c�J✓Fyn, 1j49.�� V-fK .pet vr---s Please ind• ate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: o) sr Observed site(abutting property/observation hole within 150 feet of S G +Checked with local Board of Health-explain: A041 ON aj�Qi3r '�� AZ.fho 6-2 Checked with local excavators, installers-(a c}�documentation) Ste' - °�s9,•.fi 12"r Accessed USGS database-explain: f�rA r�I.yid -9At1��e�u��i�j �¢•6 a° -res�t�vtt You-must desc •be ho y u established the high ground water elevation / A WrLI A U/6Asac Q LAB 63 5► Ms qo Tc �4�.'7� Tr_IVFZ� -�- ova �l 4 Toe e Co✓sU=41.1¢W Fill' Jll 14 36 tq� fu� aI eaA Aa4 ,3IL C J -AW 'p 5IA F 4 t Sd� t.r�a 'glarl- 1J��5 mARVr� QtwsG li Town of Barnstable P# &t°Etio Department of Regulatory Services P Date--4( 1 6�3 Public Health Division SAMSTABV. MASS. 200 Main Street,Hyannis MA 02601 1639-. -j-,o 3Time•I Fee Pd.—/00' Date Scheduled V Assessin'M ,,p s_ ` `Soil tfi e Sewage Disposal. —t: Witnessed By: Performed By: Lo 2 Address Assessor's Map/Parcel: cot Engineer's Name ;e. NEW coNsTRucnm J REPAIR Telephone# Land Use - )?AE_S e tneFA.A .7-f*Iq L Slopes Surface Stones Distances from: Open Water Body—104-t ft Possible Wet Area ft Drinking Water Well 2�/--" ft Drainage Way � A—ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,"act locations of test holes&perc tests,locate wetlands in proximity to holes) 2 7,3C t RECEIVED JUN 2 7 2003 N, TOWN OF BARNSTABLE HEALTH DEPT. N --N UAEF7- -A!r Aq 4&� Depth to Bedrock na--- Parent material(geologic) Q iff 4,09,c C-1/Z t" C�,.'-7 4t Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face (&,L>0 Estimated Seasonal High Groundwater 34. 9 ( 13 a 3-3 -4 WW AM ze- 0 NAVE, 'P. Method Used: �,C'4 Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor_ Adj.Groundwater Level_ M"470RIMP,-i-mffirlu4 It sm. UfMj jqp.,,g. 7M '1 0",, k- W vi MOM N 'Np 2111 1FR1111-111 7-1 -ITTRMHW Observation Time at 9" 07 Hole# Time at 6" J .4 Depth of Perc Time(9"-6'1 -4 f Start Pre-soak Time @ End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) i7 Data To Be Completed,on Back- Original: Public`Health Division Obs rvation i1ole Q:BEALTH/WP/PERCFORM IN R .N 0M. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc % ravel) 93 -44 C c2k 69LIQ Jke yelt Ir—c-a 03a Z,0_—j —5$4 �Wo�/ 3 0.-1 :smo --q m 111-01 Consistency,%Gravel) ig g. M Depth from Soil Horiion Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. <;A JI I-Ail .0 Ri N, Depth from Soil Horizon Soil Texture Shil Color i Other Surface(iii.)4. (USDA), (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) !;A MR, 1,0 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) Ons'ell) Mottling Structure,Stones,Boulders. • Consistency,%Gravel) Flood Insurance Rate Map: Above 500 year flood boundary No Yes Within 500 year boundary No Yes A Within 100 year flood boundary No Yes Dept.h 4 Situia-liv, Occurring Pervious Material Dodidildast,four feet of naturally occurring pervious material exist in.41 areas observed throughout the area proposed for the soil absorption system? vot-5 If not what is thd depth of naturally occurring pervious material? Certification I certify that on 11194- -(date)I have passed the soil evaluator examination approved by the . W ' ' * Department of Environmental Protection and that the above is was performed by me consistent with. the required training,expertise and experience described in 310 CMR 15.017. Signature Date Q:HEALTFVWP/PERCFOk5r1' TOWN OF BARNSTABLE , LQCATION Rn 0- 'CiSEWAGE # �/R-;LAGE_,cVn ASSESSOR'S MAP & LOT �-3 3 -c�51 f3ol II�TALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 500 LEACHING FACILITY: (type) �3 '^'�©d 91-a 1 (size) NO.OF BEDROOMS 3 BUILDER OR OWNER C PERMPI'DATE:_/Ll f Q I ZQ 3 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 31 �5. n �� Wit► „ w&1 e k -,�Ll t� � �yI&„ � a � 3 ,� r � Q � DATE: 5/5/03 PROPERTY ADDRESS:_41 Pleasant Pines Ave MAP - Centerville -------------------- PARCEL , Z�51 SJ0 1 Mass 02632 __....� LOT ; I ------------------------ On the above date, I inspected the septic system at the This system consists of the following: RECEIVED 1 . 2-6 ' X8 ' block cesspools. MAY 2 8 2003 TOWN OF BARNSTABLE Based on my inspection, I certify the following conditio11S. HEALTH DEPT. 2 . This is not a title fiva septic system. 3 . This is a sewage system. System consists of 2-6 'X8 ' block cesspools. 1 -Handles the grey water and one handles the bath. 4 . The sewage system is in proper working order at the present time. 5 . Both of the cesspools are presently. ( House vacant) SIGNATURE: Name:-J_P._ Macomber Jr .______ Company: Josejh_P. Macomber_& Son , Inc . Address: Box 66 -------------------- Centerville , Ma . 02632-0066 -------------------- Phone:- 508-775-3338 -------------------- THIS CERTIFICATION DOES NOT CONSTITUTEA GUARANTY OR WARRANTY r k JOSEPH P. MACOMBER & SON, INC. Tan ks-Cess pool s-Leachfields Pumped & Installed Town Sewer Connections P.O. Box 66 Centerville, MA 02632-0066 775.3338 775-6412 COMMONWEALTH OF MASSACHUSETTS = EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION s TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address:41 Pleasant Pines Ave Centerville Mass Owner's Name: Joseph Cairns Owner's Address:55 pl paean pi nay a ,P Date of Inspection: 5 5 03 Name of Inspector: (please print) Joseph P. Macomber Jr. Company Name: Joseph P. Macomber & Son Inc Mailing Address: Box 66 Centerville Ma 02632 Telephone Number: _508-775—3 3 3 8 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: Passes Conditionallv Passes Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signature: � Date: The system inspector shall i2it a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. if the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner.shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Notes and Comments This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 Page 2 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 41 Pleasant Pines Ave Centerville Mass Owneraose h Cairns Jr. Date of Inspection: . 5 5 03 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D System Passes: _ )e I have-not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: The sewage system is in proper working order at the present time. B. System Conditionally Passes: v/ One or more system components as described in the"Conditional Pass"section need to be replaced or repaired.The system, upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes, no or not determined(Y,T`',ND) in the for the following statements. If"not determined" please explain. �dI_The septic tank is metal and over 20 years old* or the septic tank(whether metal or not) is structurally- unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: V Vf-Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: 2 Page 3 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 41 Pleasant Pines Ave Centerville Mass Owner:Joseph Cairns Jr. Date of Inspection: 5 5 03 C. Further Evaluation is Required by the Board of Health: ,Ud Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b) that the system is not functioning in a manner which will protect public health,safety and the environment: 4/!O Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health (and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: ,Pd 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. -/V The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. O The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. 4a The system has a septic tank and SAS and the SAS is less than 100 feet but 50 f t or more from a private water supply well". Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. Other: This is a sewage system. ( Split ststem) 1 -css ool es t e grey water and one cesspool handles the bathroom. Both are presently dry. 3 Page 4 of 1 I OFFICIAL'INSPECTION FORM —NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 41 Pleasant Pines Ave Centerville Mass Owner: ospph Cairns Jr Date of Inspection: 5J 5/0 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes No / _ /Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool _, v Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool —22M�� Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or _ �cesspool ;/�-squid depth in cesspool is less than 6"below invert or available volume is less than h day flow Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped a . :; 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. �,y portion of a cesspool or privy is within a Zone I of a public well. _�rny 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 or coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammoniap nds p nitrogen and 'g nitrate nitrogen is equal to or less than 5 ppm, provided that no other are tr' r failure criteria triggered. A copy of the analysis must be attached to this form.] (Yes(No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303. therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: To be considered a large system the system must serve a facility with a design now of 10,000 gpd to 15,000 gpd. You must indicate either`yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no/' i O the system is within 400 feet of a surface drinking water supply r! th 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— I WPA)or a mapped Zone 11 of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed.The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 4 Page 5 of 1 I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 41 Pleasant Pines Ave Centerville Mass Owner: Joseph Cairns Jr Date of Inspection: 5/5/0 3 Check if the following have been done. You must indicate`yes"or"no"as to each of the following: Yes No/ _✓ Pumping information was provided by the owner,occupant, or Board of Health Were any of the system components pumped out in the previous two weeks Z/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 MO/ 'V 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, ding the SAS, located on site? .06,V4-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 ? z _ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes no / ,-f/ Existing information.For example,a plan at the Board of Health. Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)] 5 Page 6 of 1 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 41 Pleasant Pines Ave Centerville Mass Owner:Joseph Cairns Jr. Date of Inspection: 5/5/0 3 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design):4 Number of bedrooms(actual): DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): �'Pep � Number of current residents: O Does residence have a garbage grinder (yes or no): Is laundry on a separate sewage system,(yes or no):,(» [if yes separate inspection required] Laundry system inspected es or no):Ze_ Seasonal use: (yes or no): j Water meter readings, if available(last 2 years usage(gpd)): 2 0 01 =21 , 0 0 0 ga 11 ons=57 . 5 4 GPD Sump pump(yes or no): 616 2002=19, 000 gallons=52. 06 GPD Last date of occupancy: COMM ERCIAL/INDUSTRIAL Type of establishment: '4A Design flow(based on 310 CMR 15.203):_ d Basis of design flow(seats/persons/sgft,etc.):4 Grease trap present(yes or no): Industrial waste holding tank present(yes or no):/UA Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings,if available: �A�9 Last date of occupancy/use: OTHER(describe): : GENERAL INFORMATION Pumping Records Source of information:None available, Was system pumped as part of the inspection(yes or no): If yes, volume pumped: 6 gallons --How was quantity pumped determined? _e�4 Reason for pumping: 1,1,E TYPE OF SYSTEM iy0 Septic tank,distribution box,soil absorption system c�Single cesspools ,V,o Overflow cesspool Privy ,60 Shared system(yes or no)(if yes, attach previous inspection records, if any) ZU Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight tank 4)AAttach a copy of the DEP approval 'u�)Other(describe): lu"19 Approximate age of all components, date installed (if known)and source of information: Were sewage odors detected when arriving at the site(yes or no):4 d 6 Page 7ofII OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property, Address: 41 Pleasant Pine Ave Centerville Mass Owner: Joseph Cairns Jr. Date of Inspection: 5/5/0 3 BUILDING SEWER(locate on site plan) Depth below grade:� 4" orangeberg pipe & fittings Materials of construction:_cast iron�J' 40 PVC other(explain)Through out the sewage Distance from private water supply well or suction line: e-d't system. Comments(on condition of joints,venting, evidence of leakage, etc.): Joints appear tight.No evidence of leakage.The system is vented through the roof vents. SEPTIC TANK4 P locate on site plan) Depth below grade: .f/A Material of construction:.1/A concrete,�/Ametak// fiberglass�l/�olyethylene 1UAother(explain) 104 If tank is metal list age: Is age confirmed by a Certificate of Compliance (yes or noW (attach a copy of certificate) Dimensions: �f/A Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle:—' 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: How*were dimensions determined: 4)4 Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of leakage, etc.): pumped anniinll �' Due to age and ibcal.Cesspoois - are s ruc ura y §ouhd and are Presentit dry.House is presently vacan . GREASE TRAWE VC(locate on site plan) Depth below grade:1161 Material of construction:d/4 concrete4/4 metaK/4 fiberglass4/, polyethylene?/4 other (explain): AO Dimensions: 10 Scum thickness: 41119 Distance from top of scum to top of outlet tee or baffle: 41W Distance from bottom of scum to bottom of outlet tee or baffle: 40 Date of last pumping: 144ip Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage,etc.): Crease trap is not present- 7 Page 8 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:41 Pleasant Pines Ave CentrvillP Ma owner: .IotRPjph ra i rn.c. 7r Date of Inspection: 5/5/0 3 TIGHT or HOLDING TANKIW/extank must be pumped at time of inspection)(locate on site plan) Depth below grade:_,jLeL Material of construction: concrete j).4 metal4JIt fiberglass polyethylene.c2A othQr(explain): 424 Dimensions: d216 Capacity: XA _gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): d" Date of last pumping: eVA Comments(condition of alarm and float switches, etc.): Tight or holding tanks are not present DISTRIBUTION BOYX&Z(if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: 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.): Distribution box is not present PUMP CHAMBER,2 glocate on site plan) Pumps in working order(yes or no): �1R Alarms in working order(yes or no): i9 Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): Pu_mn rrhnmhnr i c not present r 8 i Page 9 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 41 Pleasant Pines Ave Centerville Mass Ownerjoseph Cairns Jr. Date of Inspection: 5/5/0- SOIL ABSORPTION SYSTEM (SAS): Zlocate on site plan,excavation not required) 2-6 ' X8 ' block cPsst?oo1s _ If SAS not located explain why: Located: See page 10 Type IfID leaching pits, number: 0 leaching chambers, number: leaching galleries,number: leaching trenches,number, length: d 6 leaching fields,number,dimensions: overflow cesspool,number: a / �1 innovative/altemative system Type/name of technology: A'�" t' Comments(note condition of soil, signs of hydraulic failure, level of ponding,damp soil,condition of vegetation, etc.): Nr)nP of t-ha ahnva CESSPOOLS: Z(cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration:. Depth—top of liquid to inlet invyrt:-0> > Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: /UpG S' Indication of groundwater inflow(yes or no): Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation,etc.): Loamy sand to boney loam to medium fine sand No signs of hYc3r�lic failure oo ponding-Vegetation is normal PRIVY1f�&ocate on site plan) Materials of constructiopn Dimensions: �� Depth of solids: Comments(note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation, etc.): Pri vvii c^nni—recent 9 i Page 10 of I I OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 41 P 1 Pa Sant- pines Ave CentprvillP Maas Owner: ,T�ph Cairn Jr. Date of Inspection: SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 Ccct. Locate where public..water supply enters the building. 1 , i�y y6► � I � I �Za�e� , 9✓`l �\ �hS— � X 5 z #1 =6 ' X8 ' block cesspool. (grey water) \ #2=cesspool.handles the bathroom. \ 6 ' X8 ' block. \ V I i 10 I Page 1 1 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 41 Pleasant Pines ave Centerville Mass Owner:Joseph Cairns Date of Inspection: 5/5/0 3 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water (5Z- I feet Please indicate(check)all methods used to determine the high ground water elevation: No Obtained from system design plans on record-If checked,date of design plan reviewed: erved sitela>zuttin grope bservation hole within 150 feet of SAS) V6 Checked with local Board of Health-explain: X4 Checked with local excavators, installers-(attach documentation) Accessed USGS database-explain:.hi9O%f 7c7", jet i.,✓7A- q.C. You must describe how you established the high ground water elevation: Used: Gahrety & Miller Model. 12/16/94 Ground water elevations above sea level. Used:USGS: Observation well data. June 1992 Used:USGS: Technical bulletin 92-000-1 Plat _ #2 Annul ranges c)f ground water elevations.. man nary 1992 n Leaching Pit Groundwater: Feet Below Bottom of Pit High Groundwater Adjustment 1.8 ft per Frimpter Method Therefore,the vertical separation distance between the bottom % of the leaching pit and the adjusted groundwater table is feet. 11 .rn r+.-n i•r•�*-.-r- *rrrmr•nnwis�rrTs�rnnrr...++v.*:�.*..�nr'wat r+�'�r►�Rt+ . TOWN OF BARNSTABLE BOARD OF HEALTH t•,-T - '-- -SUIISURFACR SEWAGE I%I PO,SAL ,SYYSTEM INSPECTION FORM - PART D •- CEI1-rIF1CATION -TYPE OR PRINT CLEARLY- PROPERTY INSPECTED STREET ADDRESS 41 Pleasant Pines Ave ASSESSORS MAP, BLOCK AND PARCEL 0 233-051 -001 OWNER' s NAME Joseph Cairns Jr. PART D - CCRTIFICATION t NAME OF INSPECTOR Joseph P. Macomber Jr.. COMPANY NAME Joseph P. Macomber & SOfi ' Inc COMPANY ADDRESS Box 66 Centerville Mass 02632 Strove Town or city COMPANY TELEPIJONE ( 508 1 775 - 3338 st-t• tIP !T FAX ( 508 ) 790 _ 1 578 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system nt ®rlecommendatiorls his address and that the information reported is true , accurate , and omplete as of the tithe of : inspection . The inspection was regarding upgrade , maintenance , and repair pare oconsistent rmed and nY with my training and experience in the proper function and maintenance of on- site sewage disposal systems . Check one : System PASSED The inspection I+hich I have conducted has not found any information which indicates that the system fails to adequately protect ulic health or the environment as defined in 310 CMR 15 . 303 . Any failure criteria not evaluated are as stated in the FAILURE CRITERIA sectioi% of this form . System FAILED* \ The inspection wllicl, I have con tatted has found that the system fails to Protect the j-)ublic health and the environment in accordance with Title 5 , 310 CMR 15 , 303 , and as specifically noted on PART C - FAILURE CRITERIA of this inspection form . . , Inspector Signature - � � Date �'•� �� copy of this ce t.ication must be provided to are here aPplicable ) d the BOARD 08' HEAL711. the OWNER, the BUYER * If the inspection FAILED, tht owner or operatorshall upgrade within one Year of the date of the inspection, unless allowedthe ayetem otherwise as provided in 310 CMR 16 , 305 . or required partd . doc TOWN OF BARNSTABLE L, ATION 00 4— 0- `QSEWAGE # YLLI AGE-'ey n ASSESSOR'S MAP & LOT r J INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 15500 LEACHING FACILITY: (type) J'� "5c:ld �\�(size) NO. OF BEDROOMS -3 BUILDER OR OWNER //tGr�l ' PERMTTDATE: � I/O -3 COMPLIANCE DATE: I.5' 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 G A C- (,,® F Oa-f ® `7 SEWAGE INSPECTIONS LOCAnoN 41 Pleasant Pines Ave DATE 5/5/03 `ak-L'AGE Centerville,Mass. 02632 ASSESSOR'S MAP & LOT233-051 -001 -II49P.ECTOR Joseph P.Macomber Jr. SEPTIC TANK CAPACITY None. 2-6 'X8 ' block cesspools. One kitchen, ( Grey wa er) One handles LEACHING FACILITY: (") (sizeG FACILI NO. OF BEDROOMS 2 the bath. BUILDER OR OWNER Joseph Cairns Jr_ i OWNER MAILING ADDRESS •55 Pleasant Pines Ave �� ���5 -1 Centerville,Mass. T�AA CI 02632 �-} l TPA-easa"+ ?,ems G-arP S� No. �'—� 3 Fee < ®V v THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Z(ppYication for Mioponl 46p5tem ttConotruction Permit Application for a.Permit to Construct( Repair( )Upgrade( )Abandon( ) ❑Complete System O Individual Components Location Address or Lot No. '2 33 — 5 —00 t Owner's Name,Address and Tel.No. Assessor'sMap/Parcel Installer's Name,Address,and Tel.No. 1 Designer's Name,Address and TeLNo. do rsi_GP � �, S.Devwij• /4 Type of Building: ()D-6 O Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other- Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 31 C) gallons per day. Calculated daily flow 330 gallons. Plan Date '01 Number of sheets Revision Date Title Size'of Septic ank Type of S.A.S. Description of SOB; o '3 O L o G3 5" /y c e ,m�dS Ga Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued&Y this Board ealth �• Si Date Application Approved Date I&/®;oLJ/b Application Disapproved for the following reasons Permit No. QLC O 3 S 3 Date Issued /o A-//O` ------- --- --------------------------------- i It l00 No. ' ,►,- a. w; 177 � Fee ntered in computer: - " THE COMM.ONWE LTH OF MASSACHU5`" TTS - � PUB C HEALTH DIVISION -TON OF BARNSTABLE, MASSACHUSETTS Yes LI ' -1pplication for Mtgpdgar 6potem Construction Permit Application for a Permit to Construct( t6epair( ),.Upgrade( )Abandon( ) ❑Complete System ❑Individual Components y Location Address or Lot No. p`2 33 —SQL= ( Owner's Name,Address and Tel.No. Assessor's Ma /Parcel l , y`�" f a.�� 5 �e p Cc r.aerv,it e A4 U�_ ( ate Installer's Name,Address,and Tel.No. �-1'- Designer's Name,Address and TeLNo. Crai Stio� P C �'`'`� Z3"5'' . y C,,,j Les-Cc-n �. S.DerwiS, Type of Building: r., ` Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder Okf) Other ,Type of Building No.of Persons Showers( ) Cafeteria(`*) ' Other Fixtures $ Design Flow gallons per day. Calculated daily flow 330 gallons. . Plan Date -7 1 o 3 Number of sheets Revision Date Title 4 A Size of Septic Tank Type of S.A.+S. Description of Soil ' 3 0 3 d - /y (4 �-, C- z Cs rn e 4-;L)vti. Go 61)L, Nature of Repairs or Alterations(Answer when applicable) ryz _ Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance,of'` eth afore scribed on-site sewage disposal system 'p. �a s 1 in accordance with the provisions of Title 5 of;fhe Environmental`Code<andMnot to dace the system in operation until a Certifi- cafe of Compliance has been issue& this Board a ealth. r Sigped Date Application Approved b , �`` V Date Application Disapproved for the following reasons +C Permit No. QCJG 3 5 / 3 Date Issued I oh 2-/ O THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS'' Certificate of Comp'fiance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned( )by at I Q�(U %— 'P��S e_ V�� has been constructed in accordance with the provisions of Tile 5 and the for Disposal System Construction Permit No. ad tJ3--1Z-,1 3 dated o a t -Z Installer �Ck !. Plr. Designer �'_>rCAz S / The issuance of this per nit Shall not be construed as a guarantee that a syste ' . f n on as designed. Date 5 Inspector No.�-�3 "".5 13 — ---------------- .,----- Fee /00 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS ligpogar bpgtem Congtruction Permit Permission is hereby granted to nstruct(99Rgpair( )Upgrade( )Abandon System located at / CPI%Q9. %- i*\`9 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:Constr/uctio must be completed within three years of the da o� f this up Date: 4�1 LP r'd fv-+yr To W-V r� f� r yr -m Vr G B ' f4 f-T M VP TtW� MKitOM 111Yf8 j ]!S] �LSl \, a •�A ► STUDY BEDROOM a3 ----Z_. .a.� XII C16X14 a MASTER wc BE Feu Feu j nX1i � T ra a Lem A f�f f l f 7 II A MVr NV aAa gun aiu BEDROOM 22 4XII 3uf ASTE --------•------ L06ET - i LOBE j 11X5 19X6 ]s4] ¶ ]en ' DRESSING AREA ........ 12KIS A i� l Ni]11 241] b.] M ..................... C *-0, T-4 yr f-i yr P-�yr r�yr r-v M N•_T fK Vr LTy Vr CO P i.��pG�I�NSp�M N'OG If4lYu drr r1,y yr M w a��' rrr rr yr rr• w-rr air _ F r-r air c �pp i A aRe � R TERRACE g� E'EV6 SCREENS K elm', PORCH Etl nwaow - �6I . • Rem �0 Z A T �O 6R AREAABT roe . C r IiX11 • rorrrr um Aron axs rAu �' v-r 1 CAR GARAGE rim 14X71 e< GREAT ROOK � f-q�e�-Meeor �� 11)09 °u '��o� N'YRAo r+ rr am "vr 0-0 a . oo"Olrl {Mr4lori� rrr OW Amur LU _ 2O CAR GARAGE a iiMlalll M Y PT ROOM �r� FOYER - X Z 110C4ROOM g I°XI6 k � ,'Z'Q •oeWatct6w""r777ivar Ao' _ n gur" a�a t�qn r-o� 4 IL .^w r- GREAT ROOM WA rua O 4�J LU J 1 mr ¶ owr«on au Q U! to fit to F $ lldww uw rArAoe Door ,oao aArArr roor ^�U LU C IL Y r0 Trl• a'O 70 T4 rr a/T ra aM 7-0` q aT4 Or<W4- M-F WO 8+ e �Yp 366 S Town of Barnstable °Ft"Er°�y Regulatory Services Thomas F.Geiler,Director * BAkSiftABLE, MAC' Public Health Division 163.go. �0 AFED'A° a Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office:.508-8624644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Designer: 6 r ri /2, S 4 o r r Installer: Address: . �,�.� G�,�-�� zt v4rcste,--7�iAddress: - P o ,g aI.%- /o "¢-4, On 10 2l 03 was issued a permit to install a (date) septic system at based on a design drawn by (address) �,44- dated 7Zz"z/Z'=3 4)2 ir- (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. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. -a.. AIG SHOFfr (Insta ler's Signature) CIVIL ' (Desi is Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form � � �e �� � ��� oz6 � � CRAIG R. SHORT, P. E. 235 Great Western Road P.O. Box 1044 Telephone(508)398-8311 South Dennis, MA 02660 Fax(508)398-3063 PROFESSIONAL CIVIL ENGINEER-SOIL EVALUATOR SEPTIC SYSTEM DESIGN—HOUSE DESIGN PLANS—WATERFRONT DESIGN AND PERMITTING TO: Thomas McKean Health Director Barnstable Board of Health 200 Main Street Hyannis,MA 02601 RE: CERTIFICATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEM LOCATION OF SYSTEM: 41 Pleasant Pines Avenue,Centerville(Barnstable) CLIENT: William Feder PLAN DATE: 07/22/03 revised 04/24/04 FILE#: 1-967 DATE(S)OF/TYPE OF INSPECTIONS: 04/06/05 Inspect and Photograph partial excavation(septic tank already in place) 04/07/05 Inspect and Photograph and measure for As-Built I, Craig % Short, Civil Engineer, duly licensed as such in the Commonwealth of Massachusetts, do hereby certify that this firm has visually inspected the constructed subsurface sewage disposal system shown on the referenced approved plan, and further certify that the system, as constructed and shown on the attached As-Built, generally conforms within acceptable tolerance to the regulations, as varied, set forth in 310 CMR 15.000 and the Town of Barnstable Board of Health Regulations. L_1� 4119/C�1s Craig eShort,P.E.,Engineer Date cc: File: 1-967 Client: William Feder Contractor: Don Perkins Barnstable Conservation Commission PROJECT DESCRIPTION: P/ �FA .I-A A/7" F f7 �/E r-leS_ .:SIC a C COAJ Ir kl'-J/.I1--o.v�' s s q 4 =0� 'J''��! ` d v N V 7 i7f�t T� /J'ooC4L Bvw SEAT/.G. Y . z C1J 1 x . PomcN °'x /S T/ Z7 w EL L w C1! _ L..�-s:V ,°1 /. VD �p/P! ./N -47,97 47-4-0 r .. - ff. le4 torrpc.4 Le v�/s PS TA-1E CAE12T: p44,7- y �2G$/N wo440 P-LS ed Member ASCE FOR. W11-LIAM FF�"���' i CRAIG R. SHORT, P.E. P.O. BOX 1044 f �.. LOCUS: l P L.eASANT,V/wE_s' Q SOUTH DENNIS, MA 02660 T � ' (•l�°�� CA �12 N.STAQ.0•- C v MAS-5-. . Professional Civil Engineer a Soil Evaluator flNo. c?.1� � 3 rt Licensed"Construction-Supervisor 0 Septic Inspector Septic 0 Site o Piers o Structures o House Designs c ��}' g IST DATE: FILE # I- 9e 7 Office: (508) 398-8311 Fax: (508) 398-3063 � SHEET OF PLEASANT PINES A VE L 98.54' 0 �i v 20.0' t EXIS77NG FOUNDA 77ON \ 22.5'f h \ O �R AREA U=r 45,042 S.F. 1.03 ACRESf � \ \ \ vv; .. . . BEARSE'S POND (P/0 WEQUAQUET LAKE zr ` A GREAT POND TOP OF FOUNDATION IS ELEVATION 51.08 (SITE PLAN DATUM). TO THE BEST OF MY INFORMATION, "AS-BUILT" PLOT PLAN KNOWLEDGE, AND BELIEF THE BARNSTABLE, MASS. FOUNDATION SHOWN ON THIS PLAN (CEN TER VILLE) LOT B. PLBK. 394, PG 18 HAS BEEN LOCATED ON THE GROUND DATE 11/02/04 SCALE 1" = 60' AS INDICAT JOB 2454-00 CLIENT FEDER SWEETSER ENGINEERING 11 02 235 GREAT WESTERN ROAD DATE PROFESSIONAL LAND SURVEYOR PO BOX 713 SOUTH DENNIS, MA 02660 fax .5..vQ_3OR_w1.5..Z.. 1 IOTA. JlJ6—Jtl8—J`�JLL 1 C: \S8�PROJ\2454-00�dwg�2454-cpp.D WG - 0 ' L•_4_- 23'-1 V2' / 12-6 V2' ]'-10' / T-L 1/4' T-S' H•-IO• 1 3-3' 1 1'-1 3/1• 4'-1 VY / 1'- V]' 4'.1 3/47 6'-5 3/4' L'-11 3/4' / - V' 3/4• / I 7'-T Vi' / Y-6 Vi' / T-6 1/1i / T-S 1/4' / 4'-6' _ I 6 I f A.6 I A 6a 3a I r--Ffill --------------- � I DIAM BOND-TUBE I , ' . - W/BIGFOOT FOOTING '®�!,` �� 1 I �!R g'•9 O 0 0 �S �n ♦--i I . ♦ F DECK SUPPORT y I I ; U oKpwl. Ws O o 2 I 1 , wA Q i NI 10'DIAM SONO-TUBES ii 1,.®1 ♦ J ',- ' $D�s € 2e • - ON 0-DIA'D POURED CONIC ,O U 2KU2UW�W<C ' I 1000"H0 W/34,CONTINUOUS BARB. I K OURLINE OP - ♦ ALIGN NO-TUBES W/ I DECK ABOVE ' , `.I• POSY$ABOVE ,I I ' ....... _____ ____ _ _ , �1 I NI ♦ ,�,v . : ipv l --i , ' ll/OTPPONT— ' Q E-OECKSUS -------- - -"--- ---------------"--- u I ; _____________/ ]W FLUSH BEAM VL - ' I i I E o. J811 ___< ________ _ _ ' I I _ G g .... ..... j UNFINISHED ? .? m n ' 3L'DIAH CORRUGATED `. J� Iv _________________GALVANIZED STEEL _______ __� `�`� >'. M AREAWAY W/GRAVEL STORAGE BED.TYPICAL- ,\ •� jl '' ^ pQUBLE JOISTS UNDER 136'-d an ALL PARALLEL PARTITIONS ,, `•1 ♦ 1 �2g PROP TOP OF WALL g 1 - 9'a BULKHEAD b 'a5•-0' `, I♦i I ' S 1 • I : 1 33'-{I/]' P-0 V]' V-O I/Y 7-O V2' II'-O I/3' Id-10 V]' • ------------- 1 I I ♦-------------________________________________________________________T j I a = gg 1- r -- -- - - — -- - I Q sE YS � '• I I ' PROVIDE 6 REBARB• . I I__ ___ WBX24 ________; _ _I_ _ I. 12.OC VERT IN WAIN Y-13/1 , BP i -i l�__� I FOUNDATION WALLS TO TIE ——————— — 1_ —————— — DROPPED SEAM J——————— ——————— —I I 666 z€ v i C NN FROST WALLS TYP •— —— , €kl 9 1 I I i CONNECTION WHERE POUR , 1 , o zj'-1Y. �" g - I6 NOT CONTINUOUS ' • b i I UP GARAGE SLAB I I I ASH PT bl RI �;N3� 5r pfiy� PITCH i/e'PER FOOT 1�,�, ASH PUMP DOOR Ly 'gggg p�¢¢•f.,�I pyy $'6 r , , TOWARDS DOORS I I Il It IS H 13'12,II l01 B L 6 1 3 1 1 I 'vI GD�yabA i I \Ifgs EXTEND FOOTING 0'' I , i I MAIN FOUNDATION 16ALLS TO BE 10'POURED CONC W/15 BARS•12.OC BEYOND PP DIMS BACK W/CLEAN HORIZ 1 VERT REST FOUNDATION ON 10'X20'STRIP FOOTING 1 I I COMPACTED PILL CONTRACTOR SHALI EN6URE - PROVIDE 3•v5 HORIZ.BAR$CONTINUOUS IN STRIP POOTING W/ THAT FIREPLACE/CHIMNEY KEYWAY.PROVIDE 6 VERT DOWELS 24.OC HORIZ EXTENDED CONSTRUCTION COMPLIfiO W/ALL b'-L'MIN ABOVE TOP O FOOTING PROVIDE 5/9'XU'ANCHOR LOCAL,STATE,AND NATIONAL --__ I BOLTS 1'-O'OC MAX FIRE AND SAFETY CODES GARAGE 1 OTHER PII BO FOUNDATIONS I - I I • I ' 10' W/3OH-11S TOP I BOTTOM BAR ALL STRUCTURAL STEEL COLUMNS TO BE 4-X4'XS/U'SQUARE STEEL TUBE 1 , REST FOUNDATON ON JO'RE STRIP FOOTING. COLUMNS TO EXTEND TO FOOTING BELOW PROVIDE VXL'XS/8'CAP ' PROVIDE J•o6 HORI2.BARS CONT.IN STRIP PLATE 1 IJ'XI]'XD/i'BA48 PLATE W/4v3/4'DIAM BOLTS WELD ALL CONNECTIONS - I 1 ; FOOTING W/KEYWAY LAP TOP 5 B Rfi TO I I ' v ' MAIN WALL BAR$ PROVIDE TRANSITION FOOTINGS TO Be 3L'X3L'XIS'SQUARE CONCRETE V/3v96 BARS EACH WAY 1 1 ioI 1 . MRPORCING W/0%HORIL BARS SPACED yy I ' VERT •1I'OC.PROVIDE 5/WX12'ANCHOR 1 z L ' BOLTS a 4'-0'OC MAX 3L'OfAM CORRUGATED ,- Q I AREAUAY W/D GRAVEL iCl al ! Q FI i BED,TYPICAL. ; - I ' PROVIDE e6 REBARS /l Q 1 I IJ.. LW 12'OC VERT IN MAIN ' 1 ' FOUNDATION WALLS TO TIE 1 ' I IN TO FROST WALLS TYP I 1 z I i CONNECTION WHERE FOUR ' , I Z IS NOT GONTINUOUB. If ' A.b �.b --------------- -------- ----- -- -------- I I a• i O (,n� W . DROP TOP-OF WALL ' 1 ________ _________ ___ _______ _ ___ ______ __ ____________17 AT DOOR OPENINGS : L_______________________ ____ _ ___ ___ ___ ________ ____________________ _ elll ieli b, >'______________ ♦ - h{ I '-------------------- - -- I i I Q llJ , I I_ 1 A ; A 1 1 A.5 �I Z ----- ----------------- ------- $ B ---- w . I I A.b Lu A.b - - i - I , ON]W/3-D PONTIUO GONG - I I JI---_I 0 - t DQ FOO B 5 CONTINUOUS BARS I I I L________ _ 9 TINGn ALIGNPOSTS ABOBE9 W/ '\•/,i I Q . ________ _____________ ______________ ____________ 1 ' O __________ _________ i O I POSTS ABOVE r .I___ � _ __�____._____ __ 11 ♦ 1. -1 , 1 6 `10 0 01Q.1C I i - A5 I t ------ BASEMENT A5 I LL - --------------- NOTES: I iL b — b, 1 �I'-1' 9•-L' ` Y-C ,P-1•I Y-3' - B-1 3/1' / 8'-1 3/4' =I Y-II• IN S'-4 I/Y V-1 1/2 / 7: 6'-U' j L'-J• / 6'-11' I . I MAIN FOUNDATION WALLS TO BE 10•POURED CONIC W/•6 BARB^12.O C. / - ! / / j /s y / / / / // HORIZ 1 VERT REST FOUNDATION ON 10'XJO'STRIP FOOTING I{ PROVIDE 3•T6 HORiL BARS CONTINUOUS IN STRIP FOOTING W/ I • KEYWAY,PROVIDE AS VERT DOWELS CONTINUOUS OC HORIZ EXTENDED 3'-L•MIN ABOVE TOP OF FOOTING PROVIDE 6/B'XIY ANCHOR BOLTS o Y-O'O C MAX 81-1• .} J ALL STRUCTURAL STEEL COLUMNS TO BE 1'X4'X6/V,'SQUARE STEEL TUBS / 8 O r COLUMNB:TO EXTEND TO FOOTING BELOW PROVIDE['XL'X5/9'CAP U zv O PLATE 1 l'XI2'X3/4'BASE PLATE W/2•3/1 DIAM BOLTS WELD ALL CONNECTIONS - Q o < CONCRETE B •e5 BARS EACH WAY ffi _ FOOTINGS TO BE 1YX12'XIS'SQUAREC 3 3. DOUBLE FLOOR JWSTS UNDER ALL PARALLEL PARTITIONS ] o 4.DUST CAP TO BE 4'POURED CONIC.ON COMPACTED FILL CUT JOINTS ALONG WALLS AND BEAM COLUMN LINC& S CONTRACTOR TO PROVIDE BASEMENT VENTILATION A8 - P REQUIRED BY CODE MSNDOWS OR MECHANICAL) - - L CONTRACTOR SHALL INSURE THAT ALL FOUNDATION WALLS MAINTAIN 4-0 MINIMUM MINIMUM COVER _ 1 PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS.TYP - - y\• - S SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS Q • 1 CONT ACTOR SHALL NOT 9C ALE DRAWINGS FOR DIMENSIONS ANY MISSING, - - INCORRERCT,OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION 6 OF THE OE6IGNER BECOME THfi RESPONSIBILITY Of THE CONTRACTOR - 10 GARAG AND OTHER FILLED FOUNDATION6 10-POURED CONCRETE WALL - W/2•¢5 TE OF, 1 90TTOM BARS. REST FOUNDATION ON 20'%10'STRIP FOOTING O _ PPROVIDE 20 aS CONTINUOUS HORIZONTAL BARS AND KEYWAY IN STRIP FOOTING N Z • LAP TOP BARS TO MA WALL BARS PROVUJE TRANSITION REINFORCING W/•6. - I- J3ARS.;6PACED e.1v O C VERTICALLY PROVIDE 5/B'%I2'ANCHOR BOLTS• OC WAX N z 16'-6 1/4' { 77-S 1/7• 7•-10• T-L V9' T-r V 14'-10• S'-7' aa 2 I Wzulo Paz I I I aowo"-'am - 1 ��aowD3g ..Sion SCREEN PANEL B1 I = Zr rcg5lnn'-= W/IXI ALUMINUM FRAME I - ODOR TO MATCH i TERRACE- ALIGN POSTS W/' I ' a rN in=E�u-i-, BONO-TUBES BELOW SCREENED a° - PORCH ' ReJ i •• ,• CENTER DOORS 1 WINDOWS ' T �' O U IN WALLS I TN HALL j • 00 W i I i i I ,]Fr, i,I I t i ,T {I! , ,'i t•., i 9 °�°0 BREAKFAST p"�•, _ n _".•D:_ .. sd�' .+ +�,f?<. �`�i i I i qi 16L1ND ' I;XEI i9 ' fl al ___ Z^ I , 1 :I• I' I I 1 1 t!I l,' i' I I ' I N 3 ,b I , CENTER WINDOW A. SOFFIT LINE ABOVE Ul WALL ^ F Au�JIDI { ' B NTH to I $ exi0 I I of I� ° a I - - - i I RI'-1 3/,• 10.DIAMETER TURNCRAFT FIBERGLACSSPCOLUMNS W/ Z¢ g e __._...-"__.___"_____-____.__ gDs WE�LLL+++.oiE}}}TTT "- ON HALF-WALL il/OAK CAP 8 3 io 6.o 1 7XL WALL ,-. i I i I PT - RD__________ ...___________________ PLUSH HBARTH Tg$q€ � yg• '71 2 CAR GARAGE ! I ' o „ , I I ON i GREAT ROOM a W agg� G' i 2IX21 �•• I 7ecell' _ I o• IIX26 ' r:�` 'w � °g� aH Q� "♦ry! 10 MIN DOOR ♦ I + ig CONTRACTOR FIREPLACE/CHRINERE ♦• 1 i CONSTRUCTION COMPLIES W/ALL - HALF WALL TO BE HEIGHT , LOCAL.STATE.AND NATIONAL PROVUJE 7 LAYERS S/B• i OF 1 COMBINED W/ FIRE AND SAFETY CODES FIFTH TREAD TYPE O FBONODE GWB - ♦ - - FURRING I/7' CHANNELS RESILIENT CEILING 3'-1' I S'-L D/,' II'-1 I/7• i PURRING CHANNELS CERING ! / DIAMETER TURNCRAFT '0 - BERGLASS COLUMNS W/ SOPPIT LINE ABOVE TUSCAN CAP AND BASE ui ! ODOR OPENER fi SHALL BE MOUNTED ON HALF-WALL W/OAK CAP ON RESILIENT MOUNTS. ' , p, W 2 CAR GARAGE POOL ENTRY i Z 1° PITCH SLAB 1/5'PER FT ROOM SOFFIT LINE ABOVE- FOYER g i F Q Q I - TOWARDS DOORS 19X19 o IBXIS - I ^. PROVIDE 1 LAYER 5/0• ' THERMATRU INSULATED Q Q W .. i TYPE X'FIRECODE GWB i FIBERGLASS DOOR U/ , - F CONNECTIONS U/LIVING SPACE i INTEGRATED SIDE LIGHTS y LLf GREAT ROOM ]XL WALL (L _1 LLJ , --'------------------------ -------------------—_-- i _ a DOSS � A 1 I i A to ►LL {— _ i - IX,MA GI NY OECKING Q ON P.T�FRAME ' OI ¢/ 111 lZ - ALGN POSTS-W/ - - I I I I SON TUBES BELOW , i A Q-' U 9000 GARAGE DOOR 9060 GARAGE DOOR I D•TURNCRApT NBERGLA46 1CL COLUMN W/TUSCAN - ul- ♦ ♦ ♦ - - CAP ANO;BASE.US TAP. ♦ ♦ LJJ C ] W F 1]-O.• T_O' �7'-O'I 4,_0 17.-0. U 3/,' 6'-2 3/4' . 7i'-O''"- i _ 19'-1 3/i' - � H'-M / ^ y W'-O• / �m N W�+ WyZ NOTES I ALL EXTERIOR WALLS SHALL BE 7XS O - •.'0.0 UNLESS OTHERWISE NOTED .a 7 ALL INTERIOR WALLS SHALL BE 7X, c, •'N•OC.UNLESS OTHERWISE NOTED - p - - - 4 CONTRACTOR SHALL VERIFY ALL WINDOW .� UGH OPENINGS PRIOR TO OROERING WINDOWS. , i CONTRACTOR SHALL VERIPY ALL DIMENSIONS 0 PRIOR TO CONSTRUCTION CONTRACTOR. ASSUMES RSSPONSIBWTY.FOR ANT'MISSING OR �= 2. INCORRECT DIMENSIONS NOT BROUGHT.TO ^ - - - THE ATTENTION OF THE DESIGNER .. `y�. o N 'l Z O In 5 W r - b._O. -r - IS._8. r ]._l. 13'-4 1/4• r 4'-4 3/4' r IB'-O• r � - r 6'-4' r / l'-1 I/]' r / B'-B• r /]'-II 1/7•/ ' 9'-O' r A 5 5 E�Sgqz W ZE2 yzrco as ♦ m��oB�gW� w dui,-,FO - b c3 za Dz u�.swdo o 0.8 rr m OWt//D cn �° A r WALL BELOW ry - T (�C4 F T 6 iM 8PA A Mp♦ w � ♦ O• m ♦3 ♦ STUDY —_ ♦ ♦ .` wN� RED CONTRACTOR SHALL - _ - IIXII .74G8 c 1 ONFIRM WINDOW SIZE W/PINAL TUBE HEIGHT 0 BEDROOM a'7J ALL WINDOWS•SPA J •° AREA SHALL BE �^ < BATH- AREA 15XI9TE�P -v r dh db IYV9�d MASTEF� m 64,THC'd %MASTER ♦ r �r8 � s 5 a ♦ BEDROOM . & 2 JPXIS I1XI1 r-oa/Y I_•...._._... ••• @ y � a y2 6048 B5-.fl � NEE till CENTER CUPOLA 2'-S 1/Y ♦ g5$rl"�e✓SY E.n i IN FALLWAY '' w S$$ � j� e 3 1 5 L T B 9 1 11 I7 13 N - p@ Lgl q � a LWEN {ry�i !- 1 ? IS 1i 6'-9 V7• L-1 1/4• y 6 �$'z3„ : S - 30tB 1 M OPEN dr ° naan4 � i 5` ____________ __ TO W BELOW ry ' "ne "A SHOWER - - O OPEN TO GAS FIREPLACE 7448 - BE.LOW BEDROOM u2 ♦ - wxu U Lu 7LG8 7LG8 LINEN - G J L Q �d) BATH' ' 0 I11 Ld ASTER ASTE - ♦ �—nn z r-o• V J 4 IL05ET LO5E - ♦r-o' B 12X5 T 12X5 b♦ O J DRESSING r o♦ u AREA - "♦ Z L I2XI5 Q Q LLI A lifillitliAl A c �NH 5U11111111111 A5 F Wwu1 9 ` LLI Q U ". b♦ N Lu_ B CLL A.5 A 5 r S•-L V2' r IT-]1/2' r. S'-L•.. r 4-1' r N 9' r, 4•-1 1/2' r M'-L 1/Y r 6'-O' r B-0' 9-0• r > B2-O• I 3f��isvy' . C .. IALL EXTERIOR WALLS SHALL BE 2Xt IL'O.C.UNLESS OTHERWISE NOTED. 1 e IL'LO C UN ESSL INTERIOR WOTHERWISELNOTED 4 Y e CONTRACTOR SHALL VERIFY ALL WINDOW C - - ROUGH OPENINGS PRIOR TO ORDERING WINDOWS . � L••�' - 4 CONTRACTOR SHALL VERIFY ALL DIMENSIONS PNIOP.TO CONSTRUCTION CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY M1551NG OR INCORRECT DIMENSIONS NOT BROUGHT TO •S W THE ATTENTION OF THE DESIGNER �L a 0 • I � W K I I • - - - '^ RED BRICK CHIMNEY Q G I CONTINUOUS RIDGE VENT �A y52pw ' A6PMALT ROOF SHUIGLES w a �� n G 12 IWO RAK6 TRIM 12 Il 13 Il U(4 RAKE TRIM 13 COMPIETEIY COVER ROOFS I IX&TRIM W/4.11 PTCH OR LESS W/ ALIGN EAVES _ ONE LAYER IE ICE PIAA. (�'� 0 �ROp�p?Np� WATER BARRIER,TYPICAL m - F p VVU D l 9-°• a / a n I1 �12 I U ircuz dro Il D A.6 - tl O RT-II V4' IXIO FRIEZEus _ - R4'-r p 1 r 3 Vl'CROWN MOULDING x @SECOND FLOOR - - - ♦ ♦ _ _ _ - _ - _ __^. _ - _ - SECOND FLOOR® � \lJ 1 WINDOW HEADS _ zca•a: Fg - ---• _.• •'---" -'-- - --' - _ - -• - - IXS/IXL CORNER BOARDS Ra-u ur - R9•-11 yr IXL VNDOLI/OOOR j�' O 'CASING(HEAD)MLLU <�• I DOOR CASING SING fJ(JAMBSI 16' F.- ii as 1. 1 �— WC SHINGI.BS • --'- f�q 7HE FIBERGLASS RU INSULATED t 9010 GARAGE DOORS Pi - - FIBERGLASS DOOR rE ot9 S $+x iVu N$�5a �'�-ee � -- M� � �n's '_ FIRST FLOOR 11' „ I11•I' ,'I' FIRST FLOOR '"k"ORE"9'gES`T I,Py IY TURNCRAFT FIBERGLASS Y3USCAN ENE 'Fa�g�B FRONT ELEVATION COLUMNE/EASE, 1 g fignu g, CAP AND BASE,TYP. 0C YNW CONTRACTOR TD VERIFY AlL WINDOW ROLLGN / 4_°• IX4 MAHOGANT DECKING ��E7$�1a3 ` #s OPEMNGS PRIOR TO ORDERING INNO WWB 1 ON PT DECK FRAME S NOTIFT DESIGNER OF ANY ERRORS OR OMISSIONS Ix1 TRRL-0 - UUO TM.PTO-- - . M,TRIM,PTO A TADLE .. REO'DRICK CHIMNEY v y Ixo FASCIA Pm LZ T <-Q GKTCRB9 AtWf—� . 1 CONTINUOUS RIDGE VfiNT 1Ly7•� 1 O - ASPHALT ROOF SHINGLES Lo U{G ROPMT PTD.J 0 W 12 1 , Y CROdN MLO4•� O —E: w 12 D Q 1ul —1 n/QU1 TYPICAL EAVE " 3 yr eieowN MOULDINGW 1 �z!11 ' IXS/M CORNER BOARDS I IXIO RAKE.TRIM 17 - WC SHINGLES "t p UN RAKE TRIM 11 b - IX&TRIM I '•♦ II j r ®SECOND FLOOR SECOND FLOOR® • l� r R2-4 3/4• RS VT p D'TURNCRAFT FIBERGLASS D O" E5 A: 71-1 COLUMN W/TIISGAN i I �' CAP AND BASE.TYP -, 11 UU WINNOW/ODOR ,6 < i••A 1 1 CASING IJAM691 22 l • - I �� ti �.Su �• CUSTOM SCREEN PANELS. la G 3 W/IXI ALUMINUM FRAME 111:1• - - DOOR STYLE TO MATCH. u ST LAI • yON IRS P THDECKYFRAMEING - 1 ,♦ - - I DC4 MAHOGANYR ECICINRR® ON PT OECr FRAME RIGHT ELEVATION CONTRACTOR TO VERIFY ALL WINDOW ROUGH CI OPEnINGS PRIOR TO ORDERING WINDOWS/ NOTIPY DESIGNER OF ANY ERROR6 OR OMISSIONS - - W L - N � e � 12 O W 12 O - m DUO RAKE TRIM M1 RAKE TRIM CUSTOM CUPOLA - IX{TRIM Q —T—CONTINUOUS RIDGE VENT n la -- - - - - - _ - - - O D ASPHALT ROOF SHINGLES J 3 In n 17 _ �M - - - COMPLETELT COVER ROOFS W/1tl PITCH OR LESS W/ _ ONE LAYER OF ICE AND WATER BARRIER.TYPICAL � _ - IXS/UC{CORNER BOARDS nm G _ ui RED BRICK CHIMNEY W C.SHINGLES SECOND FLOOR® Z �V E--I Fvie r IX{WINING/DOOR t^ I _ - CASING IHEADI v1_ yl_C3 ,JG•�' S'eCE :G _ �U:.:Jc. ,C: '�(=j j CASING UIJAMB6) 5 V a sI: ay e LJ UIa'R C SILL nn a s - - R s L.gF < ,�_ _ FIRST FLOOR® c�Z� ®R e$v�yla ��gy ' IX1 MAHOGANY DECKING � di5 �$ $ o ON P T DECK FRAME ,X � $1$C G LI f p y7 AI 3 �R� p z>s gIgsy2g BEAM\ ELEVATION CUSTOM Le25 €d $�g m. W/I%1 AWMINW FRAME CONTRACTOR TO VERIFY ALL IIINDOI1 ROUGH DOOR STYLE TO MATCH �< �WE, yy�� qq ' OPENINGS PRIOR TO ORDERING WIryDOW6 IfiF€ � NOTIFY DESIGNER OF ANY ERRORS OR OMU7610N6. POST GF ' ' RED BRICK CHIMNEY Ld AryG —n -1 CUSTOM CUPOLA TOP RNL WHT I Q. I I I I y N Q W 611%fi/1 MAHOO BAlxfiTORfi I I I �� � ' I I I I L TOC nAX «, bI I I1 I� 4; —Z AHO/X4 MGAHT POST '. CONTINUOUS RIDGE VENT IXIO Lu O:/OvTei`QoYbe Rl`�A~oILextT aS .il. 1 I' •I 11 i I II 1I , - " _ TRIM I ASPHALT ROOF SHINGLES\LLU IX4 RAKE TRt Z MCK LIJ }PJ'rrt Vl Ol p0iIW1 W-_ ( NF004MArOMM RLL _ -. _ _ susa sc acauru sasarralrum -- .. _ TYPICAL RAILING SECTION TYPICAL RAILING ELEVATION 4 I -j II .\ _ I i IXS/fX{CORNER BOARDS J IF :1 WC SHINGLES L°"'�- 9 Va'CROWN MOULDING • it• I I I l i it II l i _- _ '•.I- I n SECOND FLOOR _ _ _ _ - _ _ -, '. '.I'�..I��I :II'.:'III•!I _ _ -. __- -- _ _. _ _ __ SECOND FLOOR® U410 FRIEZ5 P CUSTOM SCREEN PANELS CUSTOM WINDOW HEADS W/I%!ALUMINUM FRAME. DOOR STYLE TO MATCH - - _ _ B i IXCCASING fHBADR 3 S O O IXI UND JAMBS g CASIN �. _ a•RC SILL .. ®FIRST FLOOR - - - - — -.- - - - - - - -.-- _: _ -�-'- - - FIRST FLOOR® 17 41 \ W LEFT ELEVATION COLUMN D'TURNCRAFT FIBERGLASS GLA98 - _ - - CAP AND BABE.TYP CONTRACTOR TO VERI T ALL WNDOW ROUGH .0 -1 l G R DOW6 OPENINGS PRIOR TO O OHRING WIN NOTIFY DESIGNER OF ANT ERRORS OR OMISSIONS � - � � p Z V q/ FALSE RIDGE IT-O' i - - - ixt Inr-oxB TRUE RIDGE i CONTINUOUS RIDGE VENT Ix ASPHALT ROOF SHINGLES COMPLETELY COVER ROOFS _ { G `� • 6/-4 COX BUILDING PA SHEATHING W/113 PITCH OR LESS W/ - 16 I Q LL 00' ?'V/O a 116 17 , O',` -ti0 P ONE LAYER Of ICS AND D 7 17 �xIO STORAGE k•OD tl •y .-_-_ t. 17 Bu BUILDWG PAPBA WATER BARPofiR.TYPICAL q•/-r-o IL•O !1'. yS 9%B CEILING JOISTS O pC 1%S oEILINOG GJOISTS 'V o K-OC. O I I :1lv� r.. 11 !'. .Y. R-30 PBGLS.INSUL W aa N3a� 5 N2 ,� 17 17 I uN $ VNVI •'•7xeceulNGJOIstHge.Tr•I ` =`f62E ' A, `i RAFTER VENTLvWi¢a„o-ja a� VENT BAPPLS it��V � CLOSET MASTER SUITE CLOSE• , BATH HALL SITTING AREA �I�g 'g yy-11 WOE� yO n O'��y1 U(90FFIT W �>;" ��. ;/Q TOG PLYWOOD SUB-FLOOR 3/4'TOG PLYWOOD SUB-FLOOR .� 8 _ - STRIP VENT C, SqSq O'd499�j GLUED AND NAILED.TYP GLUED AND NAILED.T P p U(FASCIA u W/ALUI7INUM GUTTER ®SECOND FLOOR _ 5 SECOND FLOOR® .II.7S.B'.�fJIPR07La0 i4 IL•_O.C-:�' ,•l.� .. .`T/R.•,TJIPRQ',76Q'!,'It,'.O.C; .. .1. A'L UC FRIEZE _ - R-IR FBGLB.INSUL W p PROVIDE 7 LAYERS S/S' \ t� � n TYPE X•PIRECODE GUS - w W <=^y oN yr GoloeoND Res6-IEnT !• ,�� Q PURRING CHANNELS F CEILIco NG ��•, ' DOOR OPENERS SHALL BE MOUNTED GREAT ROOM ON RESILIENT MOUNTS ;• m ! 7XL^K'OC H Q jy cn 2 CAR GARAGE POOL ROOM KITCHEN ^€ �`= /7'COX SHEATHING w Cam, 9 PITCH SLAB I/S•PER FT b t 2 1n•GOOD TOWARDS DOORS -VAPOR �o VAPOR BARRIER A.L Y T7V6x HOU.EWRAP ~ R '3/1'TIG PLYWOOD SUB-FLOOR �/T TI PLYWOOD SUB-PLOD r� ,-`. PROVIDE I lAY6R 6IH' - GWED AND NALLEp,TYP t GLUE AND NAILED.TYP I r ` TYPE'X'FIRECODE GWB •- SIDING n CONNECTIONS W/LIVING SPACE I� `,, G I.EE ELEVS) L n„ H T FLOOR _ _ FIRST PLDoa® g _ _ _ '.H•,1/B'.TJIPRO'150'?'U•.b•.C.'. - :�: I - r'JI.'i/e•'TJIARO.?60.'PIG;'.O C'.::.'.;.! rl'.'.'. RU7 JOIST (,' R6 _�'•t{ "- :•, •,;;•r:• ;, - _ __ _ _ _ ____ _ _ _ _ _ __ _ _ _ __ __ _ _ _ _ _ __ W/2m SEALER 7%tSLL P.T SILL GAROAG6W%3eP6 TOP/LBOTTOH BAR.N6. \� NA �r� � REST FOUNDATION DN 3O•XIO'STRIP FOOTING. a - N. yy!! sE LA+Y PROVIDE 7eF6 HORIZ.BARS CONY IN STRIP FOOTING W/KEYWAY LAP TOP a6 BARS TO p MAIN WALL BAR. PROVDE TRANSITION BASEMENT F{ BASEMENT REINFORCING W/t6 HORIZ.BARS SPACED VERT.4 D•O.C.a ROVIOE 6/B'XI2'ANCHOR BOLTS 1'-O'OC MA% A.L A.L 10'POURED CONC.WAIL y gpc SECTION �,GAPAGE �.' -- I'COMC SLAB Fb yF a $$ jjj —C COMPACTED FILL �p $�S M�oyyW� �L LXL 4k WWF TOP I/3 OF bIABie 087,� y ®BASEMENT SLAB '1� 1Bi ;J I— I BASEMENT SL48® G AIR �y Affil / CENTER CUPOLA GN UPSTAIRS MAILtlIAT / ,, k GG 66 3 PF �` �A(NTAUI 18'MIN.COVER SECTION a MAIN BODY OF HOUSE SECTION �' GREAT t�00M U W I CENTER CUPOLA y I HALLWAY S OLD L a z 0 Qw � V �� N uj �,_O• , ] z T. z Q w UJww n a_j o ul <g a �m Lo P W 3$Ss¢ O $D U A<a� K y� O C SECTION ILLUSTf2ATiNG CUPOLA LOCATION �, z Ln PORCH EAVE 2X8 LOOKOUT - ASPHALT ROOF SHINGLES TYPICAL ROOF NOTES - ,(. _ IX4 G 1/2'CROWN MOULDING (TYP.) 3 Z - N SOFFIT.PTO (TYP.) � ( \ - ' ( ' S • IXe TRIM,PTO.(TYP.) ` ASPHALT RIDGE CAP IX•I ALIGN BOTTOM OF LCC FLASHING. �-- J J U B07H SIDES HEADEROF WINDOWS I ROLL VENT BLOCKING •� 1. BLOCKING TUP.NCRAPT 10' FIBERGLASS COLUMN - - RIDGE BOARD W/ TUSCAN CAP L BASE I (STRUCTURAL SIZES IXL MAY VARYI UfL a ASPHALT POOP SHINGLES I,X9 MAHOGANY DECKING IXIO TRIM 'j W II 1S8 PELT PAPER I� wigow 1 6/B•COX PLYWOOD I z LT'B6 ` RAPTER VENT - rs� WYYz� TYP WALL NOTE51^a�W N � 2XIO P.T.RIM J015T I I I 2AO P T..JOISTS S IV O C IXIO SKIRT - R-30 _< ° 4X4 ITPO - - NISBL TT o THP.0 BOLTS •POSTS �, -• ICONTINUOUSI 2,40 RAFTERS > - 7 R 2XIO CARRYING BEAM, I I'• SI PSO BASE 3 1/2•CROWN MOULDING EACH SIDE OF POST W/DOWEL pp n TYPICAL WALL NOTES co u E'FROST WALL COLUMN DETAIL EAVE DORMERS RIDGE VENT DETAIL TYP. RAKE DETAIL Le E— O Ta ® OcA HIP RCALe !]U BCALB 1-In••t-o• O 1-v3• r-O• Cam~cn O o w C/D zQ� Fg egg POST CAP - 1 l U 2 I z TYPICAL WALL NOTES 1 TYP RACING DHTAL j r LEAD,1LB BRING MBMBRAMS FLASHING W I 1 I ,I °aWh��` �Y �III y FLABMING o•pNpfiR fiHINGl65 I 1 ADDITIONAL LATER OF /I I .� Mt lMCA96 ALL 1X1 I NlNBRANe OVER DRIP 1 Sr —UPON AOMR90 ROOFING MEMBRANE TRRSIT.T P IIALC�DAR EDGE SEAM SIDING ISEE ELVS) .I I ' �� g & pgu lVVX1 MAHOGANY OECKING THIfi OEGK f 24 LINE BOTTOM OF I I AL DRIP eOGE 'TY V`cK'HOUSEWRAP .•I / ig $g �Y'i;��a _ oF4erar�ExTRA LATER I 1/2'COX PLYWOOD CARRT RooFING ' TJ RIM JOIST W -- - _ MENBRANe D'up I I 2XL R IL'O C POET I•INI 1 " 'j •1' b / it 2A' R-19 FIBERGLASS INSUL -NTSiI 1 2eL PT.SILL q 3v3•'rJwRo3yo is ` 7, 20 - __ __ ____ _ POLY VAPOR BARRIER _ ♦ 3x1 cvr TAPeIx!o y li'I i 1 MIL Ii It/ `G 8/2'G W.B SILL 5EALER 3/4'SHEATHING 2MO COT TAPRMO 1 1PER CRTve•PeR Poor ' ib/B'OeAM 12'GALV. ANCHOR � , _ BOLT 4'_O'O C. 1 1 1 3X4 SLEEPERS I to MI Ll.l In•rAufi __ I .'I ` 1^/F7FILL 'SLOPE TAMP 6' OUT FOR e°i= l - v ui STEEL MANGER }w " - Z 3M'97RAPPINO - CCONT.HEADER OVBR - _ y`� O(1 TIG V-GROOVE CEDAR CEILING SCREENED OPENII:Gfi 2B R6 UNBARS,CENT. ... ';III -,- Q 1 . ALL OPENINGS �' _ L Q _• S128 BANG JOIST TO RBCAV!BOLT 1 X TRIM ' - "I PAD DooN excwsfiD I' DAMPROOFWG - 1 ^W 494 ca - - z TYPICAL STUD WALL TYPICAL SILL DETAIL SECOND FLOOD DECK DETAIL BDALE In. r-D• 2 ficAl! Q LU SLALf Y=1•_T o w (Q � YDOOR O THICKEN TO B'PEN OPENING - W ^ r w115 REBARS p 1'-0'O C LUw I � GARAGE DOOR � - 1 u V _ _ Y-0• i { I I/2'XI 1/2'XI/4' I TYP TS COLUMN GALV ANGLE W/84 TYPICAL WALL NOTES DO NOT BACKFILL WALL BIT JT.FILLER, _ \ NTS j i ANCHORS R 3'-O' C COMPACTED PILL UNTIL CONCRETE HAS I, TOP OFF W/FLEXIBLE 4'CONCRETE SLAB BITUMINOUS JOINT FILLER, Uj 1 I 0C.MAX. - ATTAINED T DAY STRENGTH TOP OFF W/FLEXIBLE V- I - ^I 6/B'DAM 12 GALV ANCHOR AND BOTH TOP I BOTTOM a JOINT SEALANT 3. I 6X6 L/L WWF BOLT B 4'-O'GA I OF WALL ARE PROPERLY 01 CONCRETE X Nl GETE FOOOTTN 3 JOINT SECANT, 1 TOP I/3 OF SLAB SERCUREO 11 BASE PLATE I 4'DENC.SLAB WWF LX4 6/4.TOP I/3 OP 9LAB ♦ y ♦ SILL SEALER . II OF SLAB . ;I 4'CONIC SLAB )-- - ♦`�.'1 2o06 REBARS.CONT n � it - ---- ___•� __ __ $ ------------�- --'--- I 1 '•,I ------------- -------.. 1 FINISH GRADE.PILL 1 TAMP 1 O _.., _ �' " p., M _ P COMPACT D `y 4 KEYWAY al FOR I'/FT,SLOPE.6' AROUND �" 11 ' I I n II } < - I1 CARRY DAMPROOFING :I I FILL ? N 3 ♦ ♦ FOUNDATION. b 4 OVER TOP OF I II _ ��_..��__.. .�� q o RS REBARS,CONT. 1{ �� I FOOTING 1 ai 3 B Rb REBARS CONT. i g g 2 i O i1. 2X4 KEYWAY VVVI 'I BOTH WAYS IT'�PICALI b >-o>:o O TOP 1 SOT OF WALL ,1. 'it ,.'I`. I- II "I. ,.,I. I u ,!'" 'll I •il lil` i2FAo� 2Re6 REBARS.CONT. •'I- ' 30 O t 2X4 KEYWAY I II!II •3'IIG__tll_ %" • 6'COMP FILL I .li 1 ' Ills" 'I- i II -l" ,I• p' .2 l}'I '!. ,i: I'il• (ll..'-d..l. i,a;l •I u I' ;li.._ !i I �M'NI t., !' Li: it!' Ili' 'I!I i• iil,:, m c I BOT.OF FOOTING 4'BELOW GRADE "v ,I I i�il P: - 1: lil fill:-';'I -IL! I'i I''- •��, b, !ii '11 I, I ." "jl ;-1'• I.I!7i;1 ,IIII' .L' •:II'- p „ O K �°rvbas.n°t91Ju r'mra a wy1A°�r.r�n`ui .uu w�al�rlal"nvu°'iF�sm.".`m�n n'"""...�� I •., 1 I .°m rmlw°nwL���r`ma°'o o`a'"v�.Lsi _ •�.�n.m - _ T _ y. v r_ •Ai rc�..m"iROa aa„k WR.w wN.a?oa "'�'.�.err'. �` o N"O u�ReML WnvA Ym.�DriMn UIf OYR,�`,i.�i¢RF A°L �.— ./__ _ -. -I / YWpr.RfP WIGIUI fOavM4uM O,S4m,ID om'V°»wM Wina6 M1[RtWNMm ' Z t21i WIaRM W.GIW Aa<PmWIN'm ' N /T GARAGE APRON DETAIL - GARAGE SILL DETAIL - TYPICAL SLAB It FOOTING - COLUMN FOOTING DETAIL o (�•" fiCAIJy i-I/3••r•O' O SCALE 1-VY•T-W --o SCALE 1­1/3'•r-O• _-O SCALE Wn-•r-O• N o f Tlmber5trand LSL RIM BOARD ' Z Far information on lateral - - O lea• — t mb.r refer l0 N Y Strand LSL - ,I- beardIllefeturo - B A5 a • I3/u" Micr011am mOY oleo - CI be sod ae nm beard ' TYPICAL DETAIL®EXTERIOR WALLS of BOCk.r block. Install bgh[ !o totp flange (tlphl 5 II 'I 'I �i I ' - >•a to bottom /1an4 wtth lee. m w t hangers) Att..h w,[h 10-10d (3') be, nods. clinched who, possible. -Tr"ir r 1r Y-� l i. I ,i I "i rUWODy anz Q rQ 1 -Ir •!r/�r:fir }f�I. I �4 1 I' li I u 1;' I I ; I, t li I o I' •I } �; �, �° !I II !j 1e�XQ PT GIRTI- �xLL z .I I �� I ! I � i j I� � I a 11 f 1 , I I '• 'I I�a I I 11 !, _ � "' i� g��� I ,'u I, t uA i. r I i I ,I is .i Iv'" :��I 4 .I I' i -t•, j 4{ tv �a�� y!� II I� I,®t u zsui��shoi Feille bock NOI With 10-10e (3") 2").boabaxls ll .had when pas ,bla ,,lr Us. iO-l6tl (3 / nalla from Lf 'I''' ,' O' II 1 'j •I'. 'I'i, r I, . Pro 880 ..at..R,d .th T „ 11 p+ '•1i i I 'I " '� it iti I i j1' I I 1"1 i'i' • .s 'I I ;I I •. I U i I I I• z I 'j X I r' IIto ! i '° . wuh cophoW9.re. booker Ii d r 5jn t I !I .I �i i aI r T/ L i I I� 'I i I. I :I§ '.� fs7 C-7 �i bWlth requ,red ly hen hanger t� LUS B M I •P " e II'= q E"" loan Saccade 2rn undo I Pe i (/D 6 •g TYPICAL DETAIL®INTERSECTION OF I• I i �. ., i.0 I' E- 3 DOUBLE MEMBERS C' Mi—ti— LVL. Parauam PSL D U ti u u 4T—bar, 5tfo,d LSL _ OO O- eTop Mange hang., , F P Faae m unl K K e°f K K V=.+ hangar o °• a R °• d N+� i ,Rle yZ9 3y53j = a . _ ggee Web st,fleners are requ,r.d we 24 - g aX X2 • If the eid.s ou the he do _ _ I ' Bd" not lateral s th. the TJI I — D PP 0 AM — — — OR PE B Mfee , t" py o plat top flange .ntl Per currant I I i I' vtGr+�YJ6Q` ay ' p 9q g , True Joiat Ma.MUlan I,Laratufe i _-- , ' Z Y q B RO PE Be TYPICAL DETAIL OF FLUSH FRAME � c(g AT MICROLLAM I 1 Sal S/4•xa 1io LVL' I 9.1 3i4'XS 1/8•LVL ivfl SpIxi 3aK Lo.d be nng oboe, wall bov. , U I . (muel Stock over Wall below) Bla.king Panel , I A 1 LI U ° W !L-JY-a n j a U ui b z zQ w Q k ¢ Q Q loll Wee .1d. al t B1 W r qutred w I LL Z w each stdo , TYPICAL DETAIL®LOAD I I 1 = We((— BEARING WALLS otLJ.J I > STRUCTURAL NOTES I i ALL EXTERIOR WINDOW HEADERS TO BE ��" r�/ L�- 3a2X10 W/2-1/2'COX FLITCH PLATES - A - I. I ' 1. ,I !' 1' •I I ILiL/- r UNLESS OTHERWISE NOTED ' , 2:a0 PT a IZ"O ��. Q z ALL WINDOW MULLIONS TO BE SOLID 'S A 5 ' '' •I ,, ' •� �I 'I •' I li II I 'I' `- 2a3Xi POSTS UNLESS OTHERWISE NOTED. ` - I i L ' '' W I JL L .IL JL JL JL AL JL JL JL J JL JLo JL J I' I ;,/•!1 lK ,^)rt� - POSTS•STEEL BEAM ENDS ARE 3 1/2•CONC �•J� 'I II ,I I I jl I�lJ •�••e FILLED STEEL LALLY COLUMNS UNLESS OTHERWISE - NOTED.ALL OTHER POSTS TO BE .. I, 1 ' 'I I, I I LL''J 1_ SOLID LX[ EXTERIOR WALLS AND BGLID 4XOTHERWISE NOTEDS UNLESS - ;I L II J Is d,6JL JL JL Jl V JL L JL JL(2yo, TYPICAL LVL/GLULAM BOLTING/NAILING .5 V A 5 MULTI 1 3/4' BEAMS - - SPECIAL NOTE �r FRAMING PLANS ARE CONCEPTUAL IT IS THE RESPONSIBILITY OF THE ( CONTRACTOR TO ENSURE COMPLIANCE WITH ARC�g7ECTURAL DESIGN t BUILDING CODES AND TO NOTIFY ARCHITECT IP CHANGES IN FRAMING MUST BE MADE IN ORDER - - • - TO ACHIEVE DESIGN INTENT ANO/OR CODE COMPLIANCE a PoGC9a YIN' a R.aa OF YO N,VLa•IT OC - a PWcea ;o-r a aoWa a,Im man eot2s.m oa - € • Tao MULTI`3 1/2"BEAMS it a FBea6 ID-1' 2'RGYB m yr OMI BOLTa•a'oe .. t7 .O. . Trmb—Strand LSL RIM BOARD ' r For Information on lateral O load copaaitlee rarer to - (/I Y current Tlmb—Strand LSL - rim board literature BlS�II R 13/4" Mlp 11— LVL may oleo 0 be Uead on rim board - TYPICAL DETAIL O EXTERIOR WALLS - ht to batL-6ficn�net etiocQ to eat hangora).9Attaeh q,5 - C •`�'^ 'a� Nam+ with 10-1Od (3) box nods..Winched whan possible .. - A•5 >� z��3� -gong M.I! 'IfiF �o� p�7 i I! II h 1 I II 11. iN� (y mo�G�m+ I'i I J IX1 P.T. SI.ANY DECKING N - _ �ISD s�'Nr§z n I�I• 1 I' b II AOHEREDLROOFING MEMe ANE, a >X � rc'rc xow - I I� 3/9'CDr PLYWOOD,1] 1 - - 0 OO *6 IN 1i - tl - V zauz u,.> o Filler black: Nall with 10-10d (3•) •'1� i' q I ,I �I II �01 11- TAPER CUT TOO T6WE 1°I 3HEAIDERB'LVL box noda, al,nahod when passible. - ly ' I/6•PER POOT Use 10-15d (3 1/2-) box nape from I P II Ij II i _ each side with TJI Pro 550 )outs t U 11II III a$ +IIB 1 II I' 1 I• iI I d 1, ]°I 3/1'X8 1/8-LVL - U� W 8, • W+lh top flange ha Wigan. cocker` I + I• I II I �I I ,I I II I I HEADER W black required ly hen hanger r 'I'' I' 713/.I•XIII TIJ1.1141 I p ,I' ■ - - Q �y u2n load exceeds 25D pounds - , II 1/8'TJIPRO]50°i,�•O.cO.c - C/D �C g TYPICAL-DETAIL®INTERSECTION OF 3°I a/rxN 11W LVL E-.�O y - DOUBLE MEMBERS Mlcrallam LVL. Parollam PSL `` or TTmba,Strand LSL •I •0 p O 0 w Top Range I[ O I O p b Mange, r n I" '+°, n n , HEADER $' Face u hanger aunt I I I t( �% O O % O 3°I 3/1'X9 I/]'LVL Z ffiffi ® F F H A b S e n 111/0'TJIPR01]50°VM, O.G _ $y�Pfa g@ •�^� u" . Web ehffane a era required C L MN• ACN END I I I� I 33 6 ,f the side.rof the hanger do I 6 1/8'TJIPRO]60°IG'O.0 I I 3°I 3/1'XII 1/e'LVL I �•^g gg,���y�8���' not latarofly eupport the TJ. I11/8'TAPRO]50 s IL'OC _ �d4 �L.r� ).lot top flange and Per current 1 i I 3°I /1 0 1 8'L L ; I 'I 9 � " �J$ Trull Ja,et MaaMMlan lltorotura - - e' /•x T/ 1 I I ® ', ties D "� y g'Rg ]°I 3i•1•?<nlVe•.ivl3`� IN-21g$:'� o o TYPICAL DETAIL OF FLUSH FRAME i I I m��' �a D � ��p�p Load bearing or MhCROLLA1dI cave wil9§� gN 4 (must Btook o r ..It below) I i 1' I I J Blocking panel t C - - D Li w y_ U m > ix 4 I N 1/e'TJPRD I50°IL•OC II 1/8•TJIPRO]60°16 OC rc K r ° C I� W LL Web etiffenor. r qulrcd - f m - ^+ Q w each eldo at B1 W _ ' !I- - n/ z ' 3°I 3/1'X1 I/]'LVL ' Wf• LI.t TYPICAL DETAIL O LOAD `y `y HEADER - O n _I BEARING WALLS - I _ e 1 ® _. w tL J I y •, � I y u-• Q�STRUCTURAL NOTES. - Z I vw1ly'�' ALL EXTERIOR WINDOW HEADERS TO BE - - - Q �'t•'f' -`•. 362 XIO W/]°I/]•COX FLITCH PLATES HEA ER - '^// �'' 't:.. UNLESS OTHERWISE NOTED A A - - •- - Z {�F<� a ALL WWOOW MULLIONS TO BE SOLID ,�11t• N 1°]XL POSTS UNLESS OTHERWISE NOTED II 1/8'TJIPRO 360°IL•0C• 11 1/e•TJIPRO 260 a IL'OC._ w W W' _ P STEEL BEAM ENDS ARB 3 I/]'CONC. �! —� • f ' r - I - v FILLS°O5T6 STEEL LALLY COLUMNS UNLESB OTHERWIS6 NOTED ALL OTHER POSTS TO BE - N SOLID LXL•EXTERIOR WALLS.AND - - - SOLID 1X1•INTERIOR UALL6 UNLESS I OTHERWISE NOTED 7°I 34AXOEV - 7°I 3/N�A�ER 1 TYPICAL.LVL/GLULAM BOLTING/NAILING I rxrxva'TUBE sTEeL A 5 5 MULTI 1 3/4'BEAMS - COLUMNOP.EACH END SPECIAL NOTE - TEEL FRAMING PLANS ARE CONCEPTUAL IT IS THE RESPONSIBILITY OF THe �r CONTRACTO7R YYTO ENSURE COMPLIANCE WITH ARCHITECTURAL DESIGN I BUILDING COOES I TO AND eVETIDESIGN LINT NT IIF ANOH//OR CODE COMPLIANCET Bfi MADE WORDER - u a ]('IBc :a,. 1 Rase or Lp NALS•m'ce < Z mm I t neem IP-f' a eWe or fit•oeX fIwTW.D•oe € MULTI 3 1/1'BEAMS - 2 f "S ,a-P Rama OP yr 0uN DWLTS•0-Og G I Tlmba,St—d L.SL RIM BOARD B C Z For Informouon on lateral - A-5 A.5 o N Sold capacities rater to ant TberSlrantl LSL - S • rimrc lm board lFtcmtura ' W rc I • I IS 13/u" Mlorcllom LVL may oleo Q be aed ae rim board II I TYPICAL DETAIL®EXTERIOR WALLS I� - • - � euPaAPRAruxe � I I:ia�d 22���w Becxer blocl=• lnelall tight to !op flange (tight 6 O to bottom flan. with face mount hangars) Altaah with 10-lad (3') box node. cbnched when possiblew Sic M3��$ � � ? -fipoE_ O ZZ 1 I' ]Y10•u'O_c_ Filler block• SI with 10-100 (V) q D O boY noilo, din chatl when paeslblo. •l n + ��S Uav 1D-16d (3 1/2•) box aa,Ie tram z ¢ q FH$ each 91de with TJI Pro 350 laleta 9 R 0 tom+ - k CT7 W s WHh top flange hangars. bockcr E--1 �. block r.q.—d my vh— hangar ; i _ $ loon exceeds 250 paunas I I TYPICAL DETAIL®INTERSECTION OF - LIUa a C0 C/� al o DOUBLE MEMBERS _ to o C i• - O W C/D Fx Txue apc PAR e> •x, oat—T—1 �I( Y ' = a•1 Yx v]• L a a EM GH TO GET EA W CCO t NEAO OPP• I.� , F es-'Q 4', A r Mlcrollam LVL. Porallom PSL 1�1 I P Si OOvnl IN UALL - Pt LMc CYPatA a , or TimbcrStrond LSL of •x.a• q n.,.a,t yt _ � G ruo ' II C >(R �. ii 'l' I i 7F�NMOOR C661��"°-.T� u fi II ,Lh ° w � ,I L - � - ' a%10•¢•oe_ _ 9�.Ilk Yf� 4�@__e .ie. 'I '� Dais°P roan eenes I .f.S,, °,Y._ J d�w " 9 raa v¢• vL acc _ . TOP flange. - • __--_ ... __ z--__ e_ = y_ __ ___ __Z _- _E4f li s fa a{�.-1M CT14•IGR eNRa F _ �_- _ ftz -�i3° _ •K ___ >FA _ _ O =UI' •t .I n •xH Lvl 1 x^ Faaa m ant - I i q a li y r I e _ �° I' e•„ r l I pp r ap p$ hangar o I l: II II I �I C It b �� II (I I' C 1 A I ill xae rx L ]n v•x.va•Ln I - , POB�is do IOOE I I I I 'S I I I i i i n xx4j� o <sd EO n S� dk ��gyMn�bg�8��e • Web stiffeners are ed egav If the slGae of the changer de not laterally..pporl lho TJI )olpt top flange and per earfen[ - U ( r PROVIDE Is 1•Y'1 va'LVL B True Jalat M—W1.6 Illerotare - • ]%_p•u'ae y I i T�L�wate i��aAPiare�:°d°inuxr a 'E1;1y�5a5 �ge �7 • w To oxen.tee. see ceerlox r "39{ Iv9a�38a6 yg6Y POR COILAN tIE LOCATIOR ✓( ZPp.. • TYPICAL DETAIL OF FLUSH FRAME - a II �1 a ,1 I F� 7b�d�i53daS"A AT MICROLLAM Load the or shear wall bov0 t ela<k Owr wail b.I—) I Bloopfng panel I - .=Yy..• i. 9 . • & - __.. V U w - a•I aa•x,i Im wt r C �_ A _ 4 Q L O GNwPY A6 aooPl .5 Z 1 A5 1 A - 4 �Q axl�T•uu•oy axe•u':oc L Qw � Web stiffeners required eoch skis of B1 W - \ •(�z w TYPICAL DETAIL®LOAD B axlo•u•oa_ -aKUS=x•oc_ ,J't',�'-J BEARING WALLS xe�oiR o�ei n�ia"a° A.5 z 4nnU'' > Q !K Z STRUCTURAL NOTES SPECIAGpL NOTE•7ARE CONCEPTUAL IT 15 - - - Q w - ALL EXTERIOR WINDOW HEAOER5 TO BE THE RESPONSIBILITY OF THE Ef) C D TO NOTFT ENNHSURE COMPLIANCE CHANGES INHFRAtCUNGE ARCHITECTURAL MADE NL BUILDING CODES _ L, 3s2XID W/]e1/3'COX FLITCH PLATES TO ACHIEVE DESIGN INTENT AND/OR CODE COMPLIANCE - - - U- El I t UNLESS OTHERWSE NOTED ALL WINDOW MULLIONS TO Be SOLID - sad Is o' •�-t w w 2e9XE POSTS UNLESS OTHERWISE NOTED Ll O n � POSTS a STEEL BEAM ENDS ARE 3 1/2'CONC FILLED STEEL LALLY COLUMNS UNLE55 OTHERWISE NOTED.ALL OTHER POSTS TO BE - SOLID LXL EXTERIOR WALLS,AND Ito SOLID 4XOTH NTER6 R UTALTED S UNL_EB 4•a TYPICAL LVL/GLULAM BOLTING/NAILING �MULTI 1 3/4'BEAMS - r i na tr Zr ipa i n� II pa nl ]neCeB ID-1" a ROWn OP ltp xx¢3.O' .ca 0 IN,8 o5 fl I nBC¢• 1-4- a 0-4 OP a]•a1AM SOUS.a'OC 1 �a as IS. pn v. Fn- \ MULTI 3 I/2' BEAMS ROOF PLAN ]neEE• I0-1• ¢Roue OP I?PAM—T3-W OC .. SCALE 1/5.11-0' \ '� 1 TimbarStrond 'LSL RIM BOtARD B C 2 Far information on is Larai - A.5 .5 vQ-i load capacities refer to W urrent TinlberStrand LSL - rim board Illoraturo I! I 13/4" Mlcf"1.- LVL n.ay oleo o a be sed Oe rim. board !; TYPICAL DETAIL®EXTERIOR WALLS - - - i CUPOLA FRANNG j •. I ��< y S°��W Bock- black' Instal( light to top (longs (tight to bottom fiend with face mount hangorR) Attach - with 10-IOd (3•) box no Is. .1—hed when possible 4 . .00_ Jxxl•M'OC_ m��oWyF�Z .. J•1/••xaV Lvt NeLlOE __----- _ • ,I - = g� go¢�'mN . I' a]xm•4'OC J%m•4.OC A p4�0 N zs=a =� o Filler black- Nall with 10-10d (3-) box Mail, inchad when poeslbio. Use 10-16d (3.7/Z') box nai19 tram • K n each side with TJI Pro D50 )olsts With top flange Manggth� R, baekef loiodk.=de 2D0 yPOunds hangar 1 • • ! ,;T I I �' r 11 _ )-�• — •oa• TYPICAL DETAIL®INTERSECTION OF DOUBLE MEMBERS l 1 O ° C i- O fs7 Cam/] f EADMIEN U Tw00 fAR Det APiRRf 1 'I+ - = flT °rollam LVL. Porallam PSL or Timbereitrand LSLo`!L. �F____ i__ ______ CN Face unt ; i' lp i %I.L 1 , 2� T won k Jav•x.yr LVL Na$ hangDman'RXU jo No ` .I II ;j J II b 1 Poe Fo Oo o eR ioE I I, > i < 3 bgF 51 •I e << I' g i' 4 , Su vJ L 9 � I� �F¢�k�h�seg@�� • Web stiffeners are required I I' �_' .� _ MR 89 3ad�sqyr`���_ L if the s fdas of theMager do the ha of late ally support the TJI Jett top flange and per current u PRO s vm pl N•x.yr LVL $ I� •'•a Truce Jolet MacMillan literolure ,-]Its°•4'O° COL aR nn�O GREAT :RU99 `fF bi°pa ��+•�' • _ y I 1 i ui�wne LVL RAPTaR�s wacnkr QQ h> fi �i,s W7 To rUtEPLACe. II � ROR COLtwR(xi LOCATION TYPICAL DETAIL OF FLUSH FRAME AT MICROLLAM Load he r,ng or she., well L—a I f' (must stock Ovarwall below) I C 7 - 'i °� aJluo•u•oc• Jxma u_p•°G 6 II Blocking Panel I I ••ly.• . ii . . Yi 114NAI I/Y LVL u•a q1 C LV_ --V��rr A _ O a LTO CAgR TE NOW S Z Q 1 A5 A < Q aiDa o.M.ocy Jxw.w I yY:oc L Qw � Web stiffener. required ! I Z 11, each side at B1 W _ LS-I TYPICAL DETAIL®LOAD 6 a]xw•M•oc_ •Sxm•N'oc BEARING WALLS Ne�o%a dVse ek6°w A.5 z 4nn4//1 > Q 1K Z STRUCTURAL NOTES SPECIALL NOTE• ALL EXTERIOR WINDOW HEADERS TO BE CONTRACTOR TO ENSUEECCOMPLIANCEIWI7H ARCHITECTURAL DESIGNEt BUILDING CODES _ _ IRS C a <.w. 3R1XI0 W/ 5/Z'COX FLITCH PLATES TODACNICVC IOESIGN,NT@NT LAND/OR CODE COMWNCBT BE MADE IN ORDER - UNLESS OTHERN6e NOTED LU ALL WINDOW MULLIONS TO BE SOLID W Z°Z%L POSTS UNLESS OTHERWISE NOTED PO5T6 R STEEL BEAM ENOS ARE 3 I/Z•CONG FILLED STEEL LALLY COLUnNS UNL-55 0 _R993E NOTED.ALL OTHER POSTS TO BE - SOLID LXL•EXTERIOR WALLS,AND - eln SOU.IXOTHET.RI PWALLLS UNLESS - - .5W TYPICAL LVL/GLULAM BOLTING/NAILING 1II MULTI 1 3/4' BEA11S - �' ao Zr tan - iDo ono � db J necea ID-1' 1 ROYa OP UC h."n•T OC - ` b arm Inbu9 £0 Wm DD `J 1 PR-- ID-1' J ROYe OF l-bun—ts•ar oc 1 I cub b_y s = - «fin .D� — - `r m nn nne MULTI 3 I/]'BEAMS I PmLo ADAaT Ppw - ( i a •i v ROOF PLAN 1 p@CG0 Ib-.• 1 ROYa OF i?DiAtl sOLra•T OC - - i 1.� /'� - SCALE 1/e••1'-O' y � I+I >•y. SON b /1^' v _ ! SOIL TEST LL i'ti 'v'BAR TOP OF EXISTING FOUNDATION AT EL 50.68 DATE OF SOIL TEST �2143 PROPOSED SOIL TEST DONE BY 0A.LCZ..Bs-SJjO-Rj,,E&z FOUNDATION 20 FT. MINIMUM FROM CELLAR WITNESSED BY SAM {Jff�,Q,N, 70P 0 , /c _ 10 FT, MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE 8 PLEA, 3,, ��l T PINES A V G ELEV. (NG p1,Q4 CLEAN SAND OBSERVATION HOLE { ELEV.= ._'� CONCRETE LEGEND: PERCOLATION RATE _< 2 _ MIN./INCH A7 30�42 INCHES 50,0 COVERS LOAM AND SEED EXISTING SPOT ELEVATION 00,0 DEPTH HORIZ TEXTURE COLOR MOTT. OTHER --47-:0 46.7 % / . `-" 45.7 _ 4" SCHEDULE 40 PVC FIFE EXISTING CONTOUR -----00---- _ � MIN. PITCH 1/8 PER FT. 2" LAYER OF FINAL SPOT ELEVATION OO.0 } 45.6 1/8" TO 1/2" FINAL CONTOUR 0 0-9 A LOAMY STAND 1OYR4 2 NO �36' WASHED STONE SOIL TEST LOCATION q' 4" CAST IRON PIPE MAX. 25 MAX. I X .25 MIN.. UTILITY POLE (OR EQUAL) MINIMUM TOWN WATER =W--.�-W \ % 49.7 y -� PITCH 1/4 PER FT. a CATCH BASIN `®� \ ZABEL FILTER H2O GAS LINE G 9-30' B LOAMY SAND 1OYR8 6 NO ■ 51.9 ' \; \` 45.6 FLOW LINE - '`� m CLEAN OUT C.O. 46.25 \ j I 1O" CESSPOOL C.P. Q 45.5 ELEV. = 47.00 _ a ❑ 00013000000 % 49.8 / ' "I'MIN. 46l42_ 2'0" ° ° a` ° 46-120" C1 MEDIUM SAND 2.5Y6 4 NO WITH COBBLES / % 47.5 ELEV. _ _ LEVEL o ° © ❑❑ OODD ❑❑ D ❑ / ELEV. = 46.�_ BAFFLE ELEV. = _46.07 6,+ SUM P Y LEV• = 45.9� °°°°°° ° ,° ❑ O❑ ❑ ❑D ❑ ❑❑ ❑ ❑ ° 2 ° lQ" D I STR I B U t I O N ELEV. _ ° °°° ❑ ❑❑ 0 O O O C3© ❑ ° ° ° 20-144" C2 MEDIUM SAND 2.5Y6 4 NO LIQUID OUTLET BOX a ° a ° ° ° ELEV. = 43.50 %A �5 5 DEPTH JEE (TO BE PLACED ON FIRM BAS 3-500 GALLON DRYWELLS WITH r NO WATER ENCOUNTERED AT _ 12' _ ELEV. f x 47.5 45 5 FEET 19 INCHES IF MORE TO ETHAN£R TESTED ONE OUTLET STONE IN AN f % 48.5 J 6 FEET 24 INCHES 5OO GALLON , S.A.S. r 45,E / 7 FEET 29 INCHES SEPTIC TANK (CO BE PLACED ON FIRM BASE) 13 X 33.5 X 2`fRENCH FORMATION 7,5' ZONE N�/A 491 / Q f 8 FEET 34 INCHES P 3/4 TO 1 1/2" CLEAN INDEX DESIGN CALCULATIONS � SOIL ABSORPTION I I -12 ^ , " DOUBLE WASHED STONE ADJUST NUMBER OF,BEDROOMS 3 _ l !v (Jt;tis1���✓ FREE OF FINES & SILT SYSTEM SAS GARBAGE DISPOSAL UNIT NOT ALLOWED f f C USGS PROBABLE WATER TABLE ELEV. = /A TOTAL ESTIMATED FLOW f ,� ( / / ) ELEV. _ _IL/�lA 49.3% 33.5 ( 110 GAL./BR./DAY X _. BR.) GAL./DAY ' 4 / NOT TO SCALE SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE BOTTOM OF TEST HOLE ELEV. _ _, f1� ACTUAL SIZE OF SEPTIC TANK ITY 1- 5 � GAL. •0 y f/ SOIL CLASSIFICATION �L, DESIGN PERCOLATION RATE < ,-_ MIN./IN. \ 46.4 46.0% 4`. f EFFLUENT LOADING RATE _Q7.4_ GAL./DAY/S.F. 9.5 RESER\ S!AlS.� ` LEACHING AREA 621.5 561. FT. % \ �+- i J 1000 GALLON -- ti �� LEACH PIT WITH (I3'x33.5')+(93'x2') 50.3 o H2O FRAME AND LEACHING CAPACITY (AREA X RATE) 459._ GAL./DAY GRATE, AND 30.74 62 5, % OF STONE ALL 5 X RESERVE LEACHING CAPACITY 459- GAL./DAY AROUND. (TYP.) !, „ ` 47.3 NOTES: " 49.0 RAILROAD TIE 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. t \\ RETAINING WALL TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. N % 49.5 ' PROPOSED 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO DRIVEWAY 1 WITHIN 6" OF FINISHED GRADE. 46.2 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL, BE CAPABLE OF 00 WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN SEPTIC % 47,$ 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE 46 TANK USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. } 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL -- t BE MORTARED IN PLACE. I ST 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH 4 tra 74( DEEDED OR ZONING REGULATIONS, OWNER / APPLICANT IS TO ROOF DOWNOBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. f PORCH r I SPOUTS PIPED AREA OF EXISTING DWELLING TO BE REMOVED WITHIN 100 BUFFER 1,7321 PROPOSED AREA OF DWELLING WITHIN 100 SETBACK 0 -1732 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR 47,8 - TO LEACH PIT AREA OF EXISTING PATIO TO BE REMOVED WITHIN 100 BUFFER 402t PROPOSED AREA OF POOL, PATIO AND WALK TO BE ADDED WITHIN 100 BUFFER 2,453E +2,051f " . , -455t IS TO CALL. DIG-SAFE AT 1-BBB-344-7233 AT LEAST 72 HOURS 21 2 (NP•) f PROPOSED AREA OF LAWN WITHIN 100 BUFFER 9,237E PRIOR TO COMMENCING WORK ON_SITE,-,_..__ .... ._._.:. ._....._ AREA OF EXISTING LAWN WI , 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS .AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION 44.. ��. , IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. 21.1' , PROPOSED B & C % 49.4, DWELLING �( 8, PARCEL IS IN FLOOD ZONE _ I 9. LOT IS SHOWN ON ASSESSORS MAP 233 AS PARCEL 51-1 �50 "aoas 50.Oj �. 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND .0 / FOR A MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3) I.E. TITLE 5) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT. ^� p f PATIQ`'�i a, 1p Te 11. EXISTING SEPTIC SYS TEM-...Tn►...BE"PUMPED-AND ���.!..ED vgl'r$- ca„Nr,, 2 .. C 4 _ -.. ,._.. _�.--.:..w....:+:._.........•.ram..-. .:. .. _. ,._. Z. • �w. �..,.".`;LT ,",::.IS "f,♦ ...a. � .... ... . . 000 GALLON . ,,Tom t OfiC v � � ::• . .:. _ �TE ACE / LEACH PIT WITH q FRAME AND GRATE r ,.. � �, 1 ....:.• ,f •.,: � � t ,.'.::: I WITH 1 OF STONE FOR F u i 1 ,' ,• + �' a.,/ _° C POOL BACKWASH I70 •\y., a' ,' �i 47.8 z - 106 47.9 '.. r• PROPOSED 47.9 w LAWN IMPERVIOUS WITHIN 100 POOL w U ` 4 t t ' 18'x36' t ` z ` ` w v IV- 49.548 3t w - 4 $�y 15' O `, *:••tti J <...�,` ` 9.81 �48.2\� 48 48 a V. \ \ ¢' 1000 GALLON 4 w 4 SHED 1 \ / 49.4 \ / LEACH PIT WITH 4 w '" FRAME AND GRATE v WITH 1' OF STONE FOR 4 DRIVEWAY W ~.. �� u r �5 '�� 49.3 BH 50.7 ! 44 SURFACE RUNOFF i 9.29.0 �{ ` `. EXISTING v u L IMPERVIOUS y L EXIS DWELLING I w ` WITHIN 100' L 1 `45.1 49.4 TO BE REM101/ED 10•84r V ti% ,•. ti U 4 7.8 BVW 1 BVW I t/W 2 w 42.9 ` . ..PROPOSED 4 _ � � ` �� B % m\1 \ 4 ATH t v U �-, t Vw 2 8.2 49,4 f w 4 V� t v 33 47 ` .39.$ 49.4 ^ �O, u y " 9236.70 AREA"' ` \ I t w ' \� 44.0C I . ` v w PATIO \\ \\ STRAW BALE AND a9 \\ \ EXISTING FILTER FABRIC BVW 3 a i \\ �. 9' RETAINING W SILT BARRIER AND w L L O TOP WATER \\ B \' \ 46. AIR WORK LIMIT y M y w v y 4 OF u L 41 w v ELEVATION 9 \\ % �4�.CZ �'' 49.4 i 47. 810`4EXISTING LAWN ` t� BVW�4 v v w w t��1 OF E1 {�wt 3�atN 6 AREA 9,69L$5 � t+' 6 12 03 , v pa , 4 ` 4QQp .. �, �.. V � �- \iRA{G � � A5 I 41. SHORT rJ'r+11 o° i BVW 5 ?d�.o BVW v `' ti^ �•- t^ Gi27 APPROVED: BOARD OF HEALTH 5. v v ..� Q. 4 v `'- w � ,� '�• d SL* / l REA BVw 5 \ \ �g#� u y u L L M w - �• �,$w �38:1 \ �am EXISTING �_ �+. \\ ` LAWN - 4 L w w v v�`. r,�2-� D 2454 ATE AGENT 1. 03 A CREST Y. U l'- ' � y L v R PROPOSED SEPTIC DESIGN Bvw 6 am sL FOR o F BW s evw /` `� '32 R BVW 7 BEARSE S POND Blew�\ Bvw a Blew a �oz LOCUS T- (P/0 WEOUAOUET LAKE) 3s 8 PLEASANT y LOc. 41 PLEASANT PINES AVE WETLAND FLAGS BY A GREAT POND PINE AVE z CENTERVILLE, MA LISA HENDRICKSON Z cn WETLAND SCIENTIST 235 GREAT WESTERN ROAD 50$- SOUTHOD BOX IS,MASS. BEARSES 398-8311 02660 ' o POND DATE SCALE " a . JULY 22, 2003 1 20' REV. JOB NO. -9,67 E LOCATION MAP REv. � SHEET 1 OF 1 02003 CRAIG R. SHORT, P.E. a