Loading...
HomeMy WebLinkAbout1171 SHOOTFLYING HILL RD - Health 1171 Shootflying Hill Road Centerville 190-222 --- =J��EtrtLEOcoy� UPC 12543 �o a No. R y`bs�.coi+`�°�� HASTINGS, MN I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 'y<a 1171 Shootfl in Hill Road ' N Y 9 Property Address Joseph &Colleen Porcaro Owner Owner's Name information is p required for every Centerville MA 02632 September 16 2014 - - - ityrrOWn---- ---- - ------------__- --- ------State--------Zip-Code---_---------Date-of-Inspection-------- — page-------- ---C ------------- Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When A. General Information I filling out forms 1-I4 on the computer, use only the tab 1. Inspector. key to move your cursor-do not Jason C. Ellis use the return Name of Inspector key. J.C. Ellis Design Co. Inc. Company Name P.O. Box 81 Company Address ICI North Eastham MA 02651 Cltyrrown State Zip Code (508)240-2220 SI 3600 IRS 1126 Telephone Number License Number B. Certification I certifythat I have personally inspected the sewage disposal system at this address and that the P Y P 9 P Y 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 ❑ Need 9c tion by the Local Approving Authority 1 ON 0 C STO ER NN September 16, 2014 Inspecto I ure Date fir'/STS9' T syst A I submit a copy of this inspection report to the Approving Authority (Board of Health or D`...... i n 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. (Sins•3/13 Title 5 Official Inspection rm: surface Sewage Disposal System•Page 1 of 17 ` Commonwealth of Massachusetts Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1171 Shootflying Hill Road Property Address Joseph &Colleen Porcaro Owner Owner's Name information is Centerville required for every MA 02632 September 16, 2014 - ---Page -- -- ------ ------State--.-------Zip-Code------ Date of Inspection—---------------------------- B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/a/ways 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: Septic s stem is in satisfactoa condition. Septic c tank needs to be pumped 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 Y p p 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): i t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1171 Shootflying Hill Road Property Address Joseph & Colleen Porcaro Owner Owner's Name information is required for every Centerville MA 02632 September 16, 2014 --------page------------CjtyLrOwn---- -- ----------------------------------State---------Zip-Code - -- -- p�ode--------l7ate o#7nspecfion---------- ----- - - ---, B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced - ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. I. 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•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 3 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 5V'y`'c 1171 Shootflying Hill Road Property Address Joseph &Colleen Porcaro Owner Owner's Name information is required for every Centerville MA 02632 September 16 2014 -------page ------- --- CityEFowf�-- --------- --- ..-------- --- .-_-Stater---------Zip COFd---------Dafe oflnspectiori----------_------------------ B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: "* This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than '/2 day flow t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage'Disposal System-Page 4 of 17 Commonwealth of Massachusetts _ Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M 1171 Shootflying Hill Road Property Address Joseph &Colleen Porcaro Owner information is .Owner's Name required for every Centerville MA 02632 September 16, 2014 -------page------- --- Ity/Town---- -------- - - State' - Zip Coae_._. -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: 0. ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ® the system is within 400 feet of a surface drinking water supply ❑ ® the system is within 200 feet of a tributary to a surface drinking water supply ❑ ® the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA)or a mapped Zone I I 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. l5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 5 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M 1171 Shoofflying Hill Road Property Address Joseph &Colleen Porcaro Owner Owner's Name information is required for every Centerville MA 02632 September 16, 2014 ---Gi. - -... -- -- ..__.._-State-- ------Zip-Cade- ---- Date oflnspection---------- - --- - --., ---------page----------- tyf-T-own--------- - C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. .System Information . Residential Flow.Conditions: Number of bedrooms (design): 3 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd'x#of bedrooms): 330 t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection. Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ° 1171 Shootflying Hill Road Property Address Joseph & Colleen Porcaro Owner Owner's Name information is Centerville required for every MA 02632 September 16, 2014 -- -----------._... - - - - - ------ -—------ page. /down-----� --� --- --� ----� -- 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 Seasonaluse? ❑ Yes ® No Water meter readings, if available (last 2 years usage (gpd)): '14-71 gpd, '13- 1 Detail: 23 gpd Sump pump? ❑ Yes ® No Last date of occupancy: current 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-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 Commonwealth of Massachusetts Title_ 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1171 Shootflying Hill Road Property Address Joseph &Colleen Porcaro Owner Owners Name information is Centerville MA 02632 September 16 2014 required for every p , .-State- —Zi -Code---- ---Date-of-Ins ection- D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: never pumped Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: 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): i t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 17 Commonwealth of Massachusetts - Title 5. Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M s•°y 1171 Shootflying Hill Road Property Address Joseph &Colleen Porcaro Owner Owners Name information is Centerville required for every MA 02632 September 16, 2014 ----page.--.. -- ---Cltyl-rown---- - -- - - - -._._...-_State------- Zip Cotle - --Date of Inspection - - -. D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 7-5-2010 BOH C of C Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 2' feet Material of construction: ❑ cast iron ®40 PVC ❑other(explain): Distance from private water supply well or 10+ pp y suction line: feet Comments(on condition of joints, venting, evidence of leakage, etc.): Satisfactory condition Septic Tank(locate on site plan): Depth below grade: 1.5' feet Material of construction: ® concrete ❑ metal ❑fiberglass ❑ polyethylene El 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 gallons Sludge depth: 24" (inlet side) t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M '< 1171 Shootflying Hill Road Property Address Joseph &Colleen Porcaro Owner Owner's Name information is required for every Centerville MA 02632 September 16, 2014 __. - _.._ .. ...-State -Zip C-ode -.-..-_---Date of-Inspection-.__ .. - --------page--- -— ____-Cltyl-Fowrr---- - - Fr D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 22" Scum thickness 24" (inlet side) Distance from top of scum to top of outlet tee or baffle 5" Distance from bottom of scum to bottom of outlet tee or baffle 10" How were dimensions determined? Direct observation -measured Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Septic tank is in satisfactory condition -tank needs to be pumped. Both lids 18" below grade. 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 l5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1171 Shootflying Hill Road Property Address Joseph & Colleen Porcaro Owner Owner's Name information is required for every Centerville MA 02632 September 16, 2014 a e:- Ci /Town-----_.tY. __..----_ ___..._.-._._._ -State.....__.....Zip_Code., ._ -Dafeofillispecfion 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-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection Form -Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 1171 Shootflying Hill Road Property Address Joseph &Colleen Porcaro Owner Owner's Name information is Centerville required for every MA 02632 September 16, 2014 ----------page.---- ._. --G !-Town— --------- --- - - - _. ---- _--_ �- State...- - _Zip Code _.._.___--Date of-Irispectlon- 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.): D-box is in satsifactory condition - D-box is 33" below grade, lid is built up to 13" below grade. No solids carryover. 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-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1171 Shootflying Hill Road Property Address Joseph &Colleen Porcaro Owner Owner's Name information is required for every Centerville MA 02632 September 16 2014 ---------page--------------CitylTown-- _. - - --- -. -----State -. Zip Code---- --Dateoflnspecfion -- -.-_-- -....__.. _._. D. System Information (cont.) Type: ❑ leaching pits number: ® leaching chambers number: 2 ❑ 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.): Chambers dry at time of inspection - No evidence of failure-Chamber 1 is 30" below grade, lid is built up to be 12" below grade. Chamber 2 is 26" below grade, lid is built up to be 8" below grade 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•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments w„ 1171 Shootflying Hill Road Property Address Joseph & Colleen Porcaro Owner Owner's Name information is required for every Centerville MA 02632 September 16 2014 page. - CityGFown-------- - - ._.. - - State_. Zip..Code .._ ... --Date bf 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-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1171 Shootflying Hill Road Property Address Joseph & Colleen Porcaro Owner Owner's Name information is Centerville MA 02632 September 16 2014 required for every p , — page - Ci lFown - - - - -State- . ...-Zi Code-- Date-of-Inspection- - _ p g :---- -•- ty p-- p 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 3 A E ru 10 -2o \ c Ski W A i3 L APP �c TA" , 32.,t 25% �-3oy 26' zs ' C'dlp,l,`'` '` 3r.{ ' S 3 Ck AeAX,., 2 t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 i Commonwealth of Massachusetts N . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,. 1171 Shootflying Hill Road Property Address Joseph &Colleen Porcaro Owner Owner's Name information is required for every Centerville MA 02632 September 16, 2014 -4cIty/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: 5'+ below s.a.s. 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: J.M. O'Reilly Plan 1-25-2010 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 groundwater elevation: Deep Hole data on JMO Design plan -no groundwater 120" below grade I I Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1171 Shootflying Hill Road Property Address Joseph &Colleen Porcaro Owner Owner's Name information is required for every Centerville MA 02632 September 16, 2014 ---page - Crty/Fown--- - --- -------------------. -----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-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 TOWN OFrBA/RNSTABLE LOCATION 1171 S bill N&&r FI y-�ti 4, SEWAGE.# �^� /G " 0;', VILLAGE C.e nt-, V+ I 1-'- —ASSESSOR'S MAP&PARCEL i yU ' 2:�;— INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY IG LEACHING FACILITY:(type) C 11 h-e jL (size) 15_k /:�., NO. OF BEDROOMS. OWNER .��. I" ,� .2. C G O` SJv c 874., PERMIT DATE: 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 Ir 1 �� 33 - � 3Y C - 6: 1 G / i t r • No. 0 0 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in co u PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes apptitation for Disposal 6pstrm Construction Permit Application for a Permit to Construct('/Repair( ) Upgrade( ) Abandon( ) Q'Complete System ❑Individual Components Location Address or Lot No.//7/ $ / Owner's Name,Address,and Tel.No.167A64/ ST' Assessor's Map/Parcel Z Z 2 CPS ,' N L.��ju/�/V 1,0 /� Ins taller's Name,Address T` . o. Designer' Name, ddress,and Tel.No. JM o�►� - 0,�1773 0 2 • Type of Building: Dwelling No.of Bedrooms ,3 Lot Size 400 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures 2 t1 Design Flow(min.required) 7 gpd Design flow provided 37 9•,33 gpd Plan Date 11Z$IA9 Number of sheets Revision Date "41 Fm Title 1 /$ Size of Septic t k Type of S.A.S. Z. J/V(7 � /$ � Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board af4ealt A)— S' Date Z Application Approved by Date o Application Disapproved by Date for the following reasons Permit No. 0 p — 0.21 Date Issued rr'- ... .u.+wn..,�......a,.",-....r*�.t.+.���- .»..�-�.••�'^►.dv.�„e,.•v'+w"�.-yPw.:.�...,a<�.--sre ..�_,,. .. ..... ,��„-.,. ...- _...,..--.: 7. _ _ ..... �No. ., 4 O G t Rr,1 '` Fee 1` - THE COMMONWEALTH OF MASSACHUSETTS Entered in co m uteri PUBLIC HEALTH"DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppfication for Noposal *pstem Cotistruction 3permit Application for a Permit to Construct(�/ Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. �!�� /✓ 1 /� 1�0� ws Name,Address,and Tel.No.1G 21,4� T � S Assessor's Map/Parcel z z 2f 6-4; .Xtr L. JV GU7/� /-p47�' k, GU Ole 7�5 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 17 7-3 .Type of Building: Dwelling No.of Bedrooms T Lot Size 7--ye? sq.ft. Garbage Grinder( ) Other Type of Building Nd'of Persons' Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided. j1 gpd Plan Date ��2 5 /D Number of sheetsn , 1 Revision Date NO&F_ TitleJ)/5a• J Size of Septic Tank riDy��C1L / Type of S.A.S. ,�j/!t{/�/C-7 �fiJ/Z Description of Soil Nature of Repairs or Alterations(Answer when applicable) x Date last inspected: f t Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this ��X. Signed ` �� y s n Date 2 Application Approved by J M f Date p Application Disapproved by �} Date for the following reasons Permit No. 6 J o — 0.21 Date Issued %' to -1 3 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal ySystem,Constructed(x) Repaired( ) Upgraded( ) Abandoned( )by '� i ` at / has been constructed in accordance with the provisions of Title 5 and(the/for Disposal System Construction Permit No.a6/0_p0/ dated J/•2 6�1 A � Installer �( ( Designer N #bedrooms 3 Approved design flow 23Q gpd The issuance of t is pe- it shall not be construed as a guarantee that the system wid?6'nct n as de igned. Date 5 /D Inspector ( Q..5, 1 --------------------- No. d-d J 0 ' fT Fee ~ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal bpstem Construction 13ermit Permission is hereby granted to Construct( Repair( ) Upgrade( ) Abandon( ) System located at If rj r and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction in st be completed within three years of the date of this permi vjp/ .� Date r Approved by J-, g plau bf P,� vf advi,ed OAe. -h hauC1 � u�,yl�f�ty s�yh a� Gvell-C� i Irk J.M. O REILLY &ASSOCIATES, INC. PROFESSIONAL ENGINEERING &LAND SURVEYING SERVICES � a . Site Development•Property Line• Subdivision• Sanitary• Land Court•Environmental Permitting July 16,2010 Job# 6298 Thomas McKean Barnstable Board of Health 200 Main Street Hyannis,MA 02601 Re: 1171 Shootflying Hill Road Assessor's Map 190,Parcel 222 Centerville,MA Dear Mr.McKean: As per the requirement of the Massachusetts State Sanitary Code 310 CMR 15.021(3); J.M. O'Reilly & Associates, Inc. has conducted an on-site inspection of the newly installed sewage disposal system at the above referenced property. At the time of our inspection on July 15, 2010, the system installation had been completed with the exception of backfilling and final grading. Our observations were limited to the top of the Soil Absorption System (S.A.S.), the observation manholes for both the septic tank and distribution box and the soil conditions above the S.A.S. Soil conditions around and below the S.A.S. were not observed. Based on our observations, the sewage system was installed within substantial compliance with the approved plan completed by J.M. O'Reilly & Associates, Inc. dated January 25, 2010,revised January 26, 2010, as filed in your office. This letter represents J.M. O'Reilly & Associate's inspection prior to backfill. No warranties or guarantees are expressed or implied for the future operation of this system. Please contact my office directly with any questions, comments or for any additional information you may need. 7. Very truly yours, LL J. O'Reilly&Associates,Inc. I LJ �, Keith E.Fernandes E. --� Civil Engineer cc: Client John M.O'Reilly,P.E.,P.L.S. KEF/ajm t v. 1573 MAIN STREET, P.O. Box 1773, BREWSTER,MA 02631 • PHON : (508) 896-6601 • FAx: (508) 896-6602 WWW.JMOREILLYASSOC.COM TRANS. NO.: �A CITY/TOWN: APPLICANT: ADDRESS: DESIGN FLOW: gpd REVTEWED BY: DATE:. N/A. OK NO Legal boundaries denoted [310 CMR 15.220(4)(a)] Street, Lot, tax parcel number and lot number noted on plan [310 CND 15.220(4)(u)] Locus Provided[310 CNM 15.2204(t)] Plan proper scale? (1"=40'for plot plans, 1"=20' or fewer for components) [310 CMR 152200)] Easements shown [310 CAM 15.220(4)(b)] System located totally on lot served [310 CMR 15.405(1)(a) for upgrades]- if not, a variance is required [310 CMR 15.412(4)] Location of impervious surfaces (driveways,parking areas etc.) [310 CMR 15.220(4)(d)] ✓ Location all buildings existing and proposed 310 CMR 15.220(4)(c)] Location and dimensions of system components and reserve areas. 310 CNLR 15.220 4 e System Calculations [310 CMR 15.220(4)(f)] daily flow septic tank capacity(required and provided) soil absorption system (required and provided) whether system designed for garbage grinder North arrow [310 CMR 15.220(4)(g)] Existing and proposed contours [310 CMR 15.220(4)(g)] Location and log of deep observation holes (existing grade el. on each test) [310 CMR 15.220(4)(h)] V Names of soil evaluator and BOH representative D 10.CMR 15.220(4)(h) and(i)] Location and date of percolation tests (performed at proper elevation?) [310 CNM 15.220(4)(i)] Percolation test results match loading rate? [310 CMR 15.242] 'Certification statement by Soil Evaluator[310.CMR 15,220(4)0)] Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR 15.220(4)(n)] Address I -S Hcx5rFLY 114 o IL.L, R K 17 i GF-K \l fLLZ Sheet 1 of 7 . N/A OK NO Location of every water supply,public and private, [310'CMR within 400 feet of the proposed system location in the case gravel packed ublic water supply:of surface water supplies and p p pp y within 250 feet of the proposed system location in the case within 150 feet of the proposed system location in the case of rivate water supplywells P . Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMR 15.211 and any catch basins located within 50 ft. [310 CMR 15.220(4)(1)] Water lines and other subsurface utilities located[310 CMR 15;220(4)(m)].(if water line,cross see 310 CMR 15.211(1)[1]) Profile of system showing invert elevations of all system components and the bottom of the SAS [3.10 CMR15.220(4)(o)] v Stamp of designer [310 CMR 15.220(l)and 310 CMR 15.220(2)] Stamp of Registered Land Surveyor(required if construction activities within 5 ft. of lot line) [310 CMR 15.220(3)] Test Holes adequate (two in each of the`primary and reserve / unless.trenches as permitted in 310 CMR 15.102(2) or as l a proved for an upgrade under LUA at 310 CMR 15.405(1)(k)] Test hole adequate to demonstrate four feet of suitable material? 1310 CMR 15.103(4)] v Test Holes adequate to confirm adequate groundwater separation? [310 CMR 15.103(3)] Benchmark within 50-75'of system [31Q CMR_15.220(Awl _ Materials specifications noted? [various sections of 310 CMR / 15.000] V System components not>36" deep (unless Local Upgrade Approval or LUA requested) [310 CMR 15.405(1(b)] Address fl I G*C7OT FY I NI i "ILI— RaAcD i CEAMZv t— Sheet 2 of 7 N/A OK NO Size OK? [310 CMR 15.223(1)] Inlet the located ten inches below flow line [310 CMR 15.227(6)] Outlet tee-14" or 14" +5" per foot for increase ft depth[310 CMR 15.227(6)] Outlet tee with.gas baffle or approved filter.[310 CMR 15.227(4)] Note regarding installation on stable compacted base [310 CMR 15.228(1)] Separation between inlet and outlet tees (no less than liquid depth) [310 CMR 15.227(2)] Inlet/Outlet elevations at least 12" above high groundwater (except as described 310 CMR 15.227(5)) or permitted for f upgrades under LUA [310 CNIR 15.405(l)(k)] Minimum cover 9" (Tanks buried more than 9"must have risers on all openings and on the d-box) [310 CMR 15.2228(1) and 310 CMR 15.232(3)(f)] Three access covers (inlet and outlet must be 20" or greater) - middle access at least 8" (by 7/07) [3 f 0 CMR 15.228(2)] Access to within 6 " of grade - one port for systems<1000gpd, two for systems>1000 gpd [31.0 CMR 15.228(2)] V All at-grade covers secured to unauthorized access? [310 CNIR 15.228(2)] > 10 ft from building foundation[310 CNM 15.21.1(1)] Buoyancy calculation.Required/Done [310 CMR 15.221(8)] H-20 Where appropriate? [310 CMR 15.226(3)] _. Setbacks from resources [310 CMR 15.211] Required when other than'single-family dwelling or flow>1000 gpd [310 CMR 15.223(1)(b)] First compartment 200% daily flow; Second compartment 100% daily flow [310 CMR 15.224(2) and(3)] "U"pipe through or over baffle, outlet of each compartment with gas baffle or approved filter [310 CMR 15.224(4)] 1 i Address 1 1� �Fo � � � 1. 1 �F—�I Sheet 3 of 7 N/A OK NO. N ,_ .Located at least ten feet from any water lire? [310 CMR 15. 222(2)] 2 Disposal piping at least 18" below water line(when water and sewer cross, see`310 CMR 15.21l(1)[1]) Cleanouts required/provided ? [310 CMR 15.222(8)] Thrust blocks specified in force mains? 310 CMM 15.221(6)(c)] Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable / [310 CMR 15.222(6)] V Proper pitch on all runs? (.005 within gravity-distributed trenches and beds).[310 CMR 15.251(9) and 310 CMR 15.252(2)(c)] Siphon problem/(leachfield below pump chamber) VIA Endcaps or vent manifold specified? Size and orientation.of discharge holes specified? (not smaller than 3/8" not larger than 5/8") [310 CMR 15.251(8) and 310 CMR 15.252(2)(h)] I t Materials specified (310 CMR 15.251(5) specifies various pipe types allowed) Stable compacted base [310 CMR*15.221(2) and 310 CMR Splash plate or baffle tee required on inlet/provided? (when pressure sewer to d-box or steep pitch of gravity sewer) [310 CMR 15.323(3)(a)] Riser if deeper than.9" .[310 CMR 15.232(3)(f)] Inside minimum dimension 12" [310 CMR 15.232(2)(b)] Minimum sump 6" [310 CMR15.232(3)(e)] Watertight cover if<20009pd); waterproof manhole if>2000gpd [310.CMR 15.232(3)(d)] .. 0 AM Capacity(emergency storage above working=design flow)? [310 CMR 231(2)] -Proper setbacks [310 CMR 15.211 (same as septic tanks)] ✓ Watertight 20-in minium access manhole at least 20"MUST BE TO GRADE [310 CMR 15.231(5)] Service components accessible (not too deep with piping, disconnects accessible) Alarm floats - alarm on circuit separate from pumps specified? 1 Exceeds two units must have two pumps operating in lead-lag mode. [310 CMR 15.231(6) and(8)] Stable Compacted Base [310 CMR 15.221(2)] Buoyancy calculations needed? Provided? [310 CMR 15.221(8)] AddressJI� Sheet 4 of 7 N/A OK -NO ti `: kFI I. . � H Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR / 15.240(1)] Required separation to groundwater? [310 CMR 15.212)] Aggregate specified as double washed [310 CMR 15.247(2)]. System Venting required/provided? (system under driveway or >36" deep) [310;CMR 15.241] Inspection ports specified and within 3"final grade? [MO CMR 15.240(13)] Breakout requirements met? (No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4]and Guidance Document] MOM Chambers and Gal. in trench configuration supplied with inlet every 20 ft..[3-10-.CMR 15.253(6)] Each structure with one inspection manhole (if>2000 gpd must be to grade)[310 CMR 15.253(2)] Aggregate 1'minimum-4'maximum. [310 CMR 15.253(1)(b)] 1 2'sidewall credit maximum [310 CMR 15.253(1)(a)] J In bed configuration,in every 40 sq.ft. [310 CMR 15.253(6)] MIN Width 2'minimum 3'maximum[310 CMR 15.25f(1)(b)]. I 00 feet-maximum length [310 CMR 15.251(1)(a)] greater if reserve 2x effective depth or Width whichever,. . __ .. _. .... _ . gr ( e between trenches) [310 CMR 251(1)(d)] Situated along contours [310 CMR 15.251(2)] Breakout OK? [310 CMR 15 211(1)[41 and Guidance Document] minimum 2.distribution lines [310 CMR 1.5.252(2)(a)] Maximum separation between lines 6'.[310 CM R15.252(2)(d)] Maximum separation between lines and outside of bed 4' [310 CMR 15.252(2)(e)] Aggregate depth below discharge pipes 6" minimum., 12" maximum. [310 CN./IR 15.252(2)(g)] Separation between beds 10'minimum. [310 CMR 15.252(2)(f)] Bottom area used in calculations only[310 CMR 15.252(2)(i)] i Address Wit �S RO 0TTUY fill.0 V"L.L- O NO/ ( \j(,LkE Sheet 5 of 7 N/A OK NO Pressure Dosed System ? Provided puanp and-piping calculations as required [310 CMR 15,M(4)(r)] ` Pressure dosing required on all systems>2000gpd or alternative systems under remedial approval [310 CMR 15.254(2) and UA Remedial Use Approvals] . If used in gravelless system-make sure j et is directed as not to scour soil interface [Guidance Document] Inspections once per year(systems<2000 gpd) or quarterly V (>2000gpd) good to note on plan [310 CMR 15.254(2)(d)] Construction in fill -Did the plan specify that the fill shall meet . the specification of 310 CMR 15.255(3)? Impervious.barrier and/or retaining wall ? [Guidance Document] Impervious barrier installation must be supervised by designer [310 CMR 15.255(2)(b)] Retaining wall must be designed by Registered Professional Engineer [310 CMR 15 255(2)(a)] Side slope not exceed 3:1 ? [310 CMR 15.255(2)] Breakout requirements met? [310 CMR 15.252(2) and / Guidance Document] At least 5 ft. from impervious barrier to edge of SAS (10 ft. / recommended) [310 CMR 15.255 (2)(e)] v Check DEP Approval letters for credits and design conditions If used with pressure dosm'do not allow pressure discharge to scour soil interface Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? Is the technology being properly applied and does it meet all DEP Approval Conditions? Is there a note on the plan regarding the requirement for perpetual maintenance agreement? Any alarms involved on separate circuits Did the applicant submit an operation and maintenance manual? Has applicant submitted a copy of a maintenance ��ic�.$tee Are the variances listed on the plan? [310 CMR 15.220 RLS Stamp necessary on plan if a component is within five / feet of property line [310 CMR 15.412(4)] V New construction or increased flow proposed- [Refer to 310 CMR 15.414] Address k t 'RO&.b/ Cfr..1TFZ.N`LLE o Sheet 6 of 7 r N/A OK NO Is the system in a Designated Nitrogen Sensitive Area(Zone H for a public supply well)? [310 CMR 15.214, 310 CMR 15:215 and 310 Ma 15.216 - also refer to Policy regarding upgrades of such existing systems] Is the system proposed on the same lot as served by private well ? [310 CMR 15.2.14(2)] Are the nitrogen loads proposed in compliance? [310 CMR 15.216(1)] Puanping to.septic tank? .j 310 CMR 15.2291 Shared System [310 CNR:Z 15.290] 'I i 1 Address L 6 7 LY 1IK LL `RCS C i 2V Sheet 7 of 7 ,L G o na 3 ldft4zM°�x RIDGE VENT RIDGE VENT 1 sire mns aoME ewneB 'r BEEF 24 S h-I Street 12 PO am 106 'I Q 5.0625 West Dennis,MA 02670 12 t 509.394.30M 2 t.509.760.1406 12 25 1 O �12 TOP PLATE ASPHALT SHINGLES (2ND FLR.) (TYPICAL) SKYLIGHT TOP PLATE O I x B/5 FALSE RAKE . 1` ICE+WATER ' RAKE BOARDS SHIELD r (TYPICAL) r TOP OF I x B RIEZZ w/ TOP OF 5U5FLOOR 1 1/4"BED MOULDING G TOP PLATE •_ - -. - ._._.._._.__ - (FRONT ONLY)DENTIL I x 5 GARNER E LOSURE SU5FLOOR - MOULDING O ON Ell BOARDS TOP PLATE - ROWN MOULDING I — LF I ® x 6 (T1P CAL) A A ; ON — 1 x 5 ®�® ' e 'T (EAD TRIM TY:P;FRONT WHITE CEDAR CLEAR GRADE NO WINDOW CASING _ DOOR TRIM \ ' I ONL7 r ON SIDES AND REAR (TYPICAL) SHINGLES 5°T.W. I J I (TYPICAL) m m I ©...� xA CORNER (TYPICAL) BRICK STOOP TOP OF ®© (TYPICAL) PER REEF SUBFLOOR I SPECIFICATIONS I TOP OF m m - CLEAR GRADE ® ® SUBFLOOR OP OF WHITE CEDAR - SHINGLES 5"T.W. F /y FOUNDATION I — — I I \ III FOUNDATION TOP Q� y� M L ?17R7 TRIM 5RICK STOOPP J OPTION I SPEC PCATION9 I GPI OPTIONAL I I I INSTALL WINDOW / J I P.T DECK FRAME w/ I T N ENCLOSURE WELLS AS REO'D P.T.DECKING d 2 Li - � a II II I I I I d = � TOP of —� L _—FOOTING OF — — — — — TOP FOOTING d 0 U) Ot O N = (SHOWN WITH OPTIONAL TRIM PACKAGE d r- 4) AND OPTIONAL GARAGE) RIDGE VENT RIDGE VENT 25 YEAR I I2 ASPHALT SHINGLES— ICE(TYPICAL) 12 ICE+WATER �12 i x B FASCIA HOARD SHIELD — 12 (TYPICAL) - 12D TOP PLATE �25 YEAR TOP PLATE ASPHALT OVER IB xD5 RIIE IN ZE G ® ® (TYPICAL)SHINGLES . (TYPICAL•SIDES AND BACK) tv m I X B 3 m NO WINDOW CASING ICE+WATER RAKE BOARDS ' ON SIDES AND REAR 5�11ELD (TYPICAL) 1` TOP OF (TYPICAL) SUBFLOOR TOP OF o TOP PLATE SUBFLOOR p 0 F TOP PLATE 1 x 5 CORNER I x 5 CORNER w m BOARDS �� ® 2 I NNO WINDOW CASING HOARDS _ o (TYPICAL) I O D ON SIDES AND REAR (TYPICAL) a (TYPICAL) R GRADE w WHITE CEDACLEARR m 1 SHINGLES 5°T.W. n WHITE CEDAR 1 BILCO C. T` TOP OF SHINGLES 5"T.W. \ I BULKHEAD ERRICKR STOOP y a SUBFLOOR 0 1 / SPECIFICATIONS T�OF m SUBFLOOR TOP OF t FOUNDATION - TOP OF m FOUNDATION OPTIONAL ENCLOSURE I LT DECK(FRAME w/ I INSTALL WINDOW J_-_J' I 81LC0°C' I I I P.T.DECKING WELLS A5 REO'D BULKHEAD LiI I _Of: _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ EXTERIOR FaT C�-- - - - - - - - - - - — �— —�� I - -- - - - - - - - - - - - - - - - - � —� TOP OF ELEVATIONS FOO A1 . 1 4 SI-1 B' B" ® © ® CAEB COD'S tlOMP BUBDEB 24 School SUM _______________ _..__ __ _. ... __ PO Box 186 1 _______________ _____ .. Q I West 5DB.3Dennis,MA 02670 O �m . t 508.894.3090 I:5O8.760.1406 12-12 I c BATH I SUNDECK BILCO°C• I 12'x 10' 2 x 6 WALL > e 6,�i 2 x 6 NA"---_ BULKHEAD H STOR-ABOVE BED ROOM I - �"_J. 4, BED ROOM 2 Q2 © O I O5 OPTIONAL m I SMOKE CO Ol GARAGE r-, DET. DET.W W o ? I I T --- 'v1 owl—J` El FRAME CWG- c� J ACCESS SMOKE _— ON. 30•x30°MIN. \DFT � p�. .LL ° r!/ QO HV VAAS LIN. SMOKE - m I I 2 x 6 WALL q'-2' On KITCHEN DINING ROOM . BATH 2'F3° -_ REF. I OPT 1 12-12 -- -_ _. STORAGE GAIRAGE _ "ONALx1E 12'p" (PL 6 HALL AN OPTION B) N i . STORAGE f•--1 `? I I O3 S STEEL SM.PER _ I 76 I HALL SMOKE bb SUPPLIERS SPEC. m 04 o I 2668 DET_DET. b M1 N. (ABOVE) o LL 'L___________________m _____i 12=12 J O[Ao J - - - -- -- _ _ -- - __ _____I - n < b� 4"z6°POSTS LINE OF WALL �' iY ,M1 BLOCKED FROM ABOVE(PLAN OPTIONAL d = N FRAME CWG. BEARING BELOW OPTION B) 1r GAS F-P. "o 0 ._____________________________ ______ ______________________________, CCESS HVAC J TO SM.ABOVE ENCLOSURE 9"x30"MIN. Fj CHAS Q ___ -- OIL Iz'-B" z' o� LIVING ROOM IL 16'-6" O J1 I v ) O sm 1 I °3 O I I SECOND FLOOR PLAN A III - o DEN/ BED ROOM - - a N r+ UP •___ Q T = SCALE: 1/4"=1'-0" _ =5q5 50.FT-SECOND FLOOR �� --- - I I bb 0 SMOKE CO o ®q'_0° 7,_O• i IM1y,,'b� OVERHEAD DOOR 54--0' - - O O (DO O 10'-2° II,-0.. T-0° BRICK STOOP H PER REEF 1 DIMENSION LEGEND 51.1 SPECIFICATIONS IT,0 W-4' 2'-4" 13' 10" DIM. DIMENSION TO EDGE OF STRUCTURE I DIM. DIMENSION TO CENTER OF OBJECT 4'-6' 6'-3" 6'-3° 6' o -3" 6'-3° W-6" 2'-0° m§ O 1 34'_pa FIRST FLOOR PLAN SCALE: 1/4"-1'-0" 4.' B40 SO.FT.FIRST FLOOR BATH BED RO 5%SO-FT.SECOND FLOOR(OFT.A) 2 6 WALL 1,455 SO.FT.TOTAL LIVING AREA x o Z bb0 " 7 _ 41 1I Zr G 2z6 WALL bb N I N D O N S C H E D U L E STOR.ABOVE _ BED ROOM I Co rN ISMOKE TAG 51ZE ROUGH OPENING NOTES QiY. I p T OPTIONAL GARAGE o 2--0' D D . 53M.2.1.2 INTERNAL PRESSURE.WINDOWS IN BUILDINGS CC 3 m @ ? Z I I`ibbb r C Z LOCATED IN WIND BORNE DEBRIS REGIONS SHALL HAVE R 2'_4° GLAZED OPENINGS PROTECTED FROM WIND BORNE DEB RIB MIN A 2446 2'-6 I/B°x 4'-9 I/4P0 5 rno rnT. FRAME CWG. OR THE BUILDING SHALL BE DESIGNED AS A PARTIALLY p gCCEq,� SMOKE _ ENCLOSED BUILDING IN ACCORDANCE WITH THE °xB0° a 30 . DT. INTERNATIONAL BUILDING CODE BUT UTILIZING THE WIND B 2446-2 4'-11 13/16"x 4'-9 1/4" NON-RFINFORCED MULLION 3 N o 2) HVAC LOADS SET FORTH IN THE 7TH EDITION MA BUILDING C 2432 2'-6 i/B°z 3'-5 I/4° 2 N CH CAP LOPED CODE.GLAZED OPENING PROTECTION FOR WIND BORNE 2 x 6 WALL q'_1° - WALL DEBRIS SHALL MEET D CN235 3-5 1/4 -5 3/8^THE REQUIREMENTS OF THE LARGE U S ' °x 3' i ¢ L OOM M1551L TEST OF ASTME E 1996 AND OF AMSTE E I806 N c �6 REFERENCED THEREIN. E VELUX FS-606 44 3/4'x 46 7/B' (INCLUDE IN 2ND FLR.PLAN OPTION B ONLY) 6068 sg ) g�d EXCEPTION:WOOD STRUCTURAL PANELS WITH A MINIMUM -- - F= THICKNESS OF 7/16 INCH AND A MAXIMUM SPAN OF B 0 g Z FEET ONE-SHALL BE PERMITTED FOR OPENING PROTECTION IN ANDERSEN 200 SERIES NARROWLINE WINDOWS INSULATED WITH HIGH PERFORMANCE GLASS W/WHITE AND TWO-STORY BUILDINGS.PANELS SHALL BE r• CEILING CREASE PRECUT TO COVER THE GLAZED OPENINGS WITH PREFINISHED INTERIOR SASH AND JAMBS, SNAP OUT WHT.VINYL GRILLES, FULL SCREENS 6 WHITE I I HARDWARE.REEF TO VERIFY ALL R.O.AND STYLES WITH SUPPLIER. m E 12=12 - r=---I ATTACHMENT HARDWARE PROVIDED.ATTACHMENTS SHALL . STORAGE Ir O11 BE PROVIDED IN ACCORDANCE WITH TABLE 5301.2.1.2.OR AT LAST ONE BEDROOM SHALL HAVE 5.3 SO.FT.NET CLEAR OPENING.NET CLEAR OPENING SHALL BE SHALL BE DESIGNED TO RESIST THE COMPONENTS AND 20'IN WIDTH 6 24"IN HEIGHT AND SHALL HAVE A SILL HEIGHT NOT GREATER THAN 44".VERIFY ALL CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE m PROVISIONS OF THE INTERNATIONAL BUILDING CODE BUT ROUGH OPENINGS WITH SUPPLIER. I „ II __ UTILIZING THE WIND LOADS SET FORTH IN nA BUILDING �____________ _____m _____ 1. CODE TTH EDITION CHAPTER 5. D O O R S C H E D U L E --------- ------------- ------------------------------------ TAG TYPE SIZE ROUGH OPENING NOTES 1ST/2ND FLOOR PLAN 1 6 PANEL STEEL, INSULATED,2 LITE 3068 SEE SUPPLIER 2 STEEL, INSULATED, 9 LITE 5065 3'-2 1/2'x 6'-11' NOTE I 3 STEEL, INSULATED, W/ALUM-THRESHOLD 266E 2'-8 1/2'x W-10 FIRE RATED, NOTE 1 SECONDFLOOR PLAN B 4 WAYNE DALTON THERMOGUARD 11, INSUL., RAISED PNL. 9070 SEE SUPPLIER NOTE I SCALE: 1/4"=1'-0" 5 ANDERSEN PERMASHIELD GLIDING PATIO DOOR. P561611 6'-0 9/4'z 6'-II' IMPACT RESISTANT GLASS A /1. SEE PLAN FOR OPERABLE WO 50.FT.SECOND FLOOR PANELS HL NOTE 1•PROVIDE W/GARAGE OPTION 11 1/4' 7'-11 1/2" 10 I/4' 7'-B 1/2' $� cV w m� v i � � A��In cw- S �� ➢in 5 i A r Gl zrypIt�.1111N m mr M rN Wig t(ln0 NVm L[_r m��l7gs _ ..� zn�Inp Do i N - m ppmA MIN.BELOW N]1 Ziro i i AmZ� GRAOe A p i i T tl'n� 1 s m _ I ��77yy 1 n � r C G t�yn7 t��II mza` m �N % I�I NVItl OODN - A7 O m i� I ymr I l i yN0 n;r 10 Z— -, NO O m � C m�x Am i :nlD : N r n I �Jr ti Ord q I rn 21, 0) I V tl V' N. Z 1 N n rn ze0 nl n% Z. d y Zo mm ___ _ A5N N-wlp n n I , r n z Itl�I�ii�I lY 4 A. a m DiN N% € A 8 a. _ a' •DD %i A Jxp �' c<p, P ° AzxN N mN mN Dp y D i1 O� S� °c a g • ma rP 8s�. i1a f m �ps� ' rp "A �Tn Nr N c Z Or{ m Inn'➢ Dncm -1 •XZD !R L(SF Zzw.�1 z n Z m NA Zmm mpmq p ryrI nn�T G mf"r- N m x zI�I�I�rNN IP-NiL_r gyp D O y ry ZZZC Od ZII�O �r9 f1N I(1 Itlil �� CLnBFn- nR�IidpQ�(1 U Ull In 00 N InZ Z m N N m n 24_0' 6_qr u I - ' I 'i i i Na I c� I mO S g S 8 3�m ga s m m ° D m w z A �= m I ( I — — ———8 ,1 J J -- __ _ -1 L-_-- -- z u 11 D mNp� �''�II I aFn ti l 7'-&'WALL m� Z II ll "' F�D-oZP rn $ I:?I mAp� EN-�no —� z O Z n N �-E I Z w I I I I 019 b g m � R p ( )OPPE D zm I m I zE I:S 1 D — — — _ n U) NL N m r---- RIO m r 9, .. p p I tlm m L LINE OP oEcx neove M a a� nP '-I fall I•.. oCD I Cu i rn _ „• 1�AaT ��g :': a IU 3zs �rzm- ��„ O D a m _ z n<g a ['. S Nm o� I In r5 � n t,Iz AEI I I I gZE � I'. zzq '• < AAp�g � I' I N 3� � mL I-J � I � I �2 :I A wI p D �F m N� 1 N . L---------'------ ---- ---—---- I _________________Q y y 7'-2'WALL= Z V Al — r-II --111 r--- •-----,.._— v (COORDINATE W/CIVIL PLAN) � Q j I v------- o J-li 11nn I w-lp -{{ yw S NiZ NVD �VVA 4' O7 Date:March 20,2009 — P z Proposed Residence O ISSUE/REVISIONS 'm'� �L k By DATE DESCRIPTION 1171 Shootflying Hill Rd Nol o oI z JM 0.920/09 REDRAW Centerville, MA 02632 A ! �°! z 9 �I j ROOF SHEATHING SEE PLAN 2 x 6 EXTERIOR NON _ ____________________12 EIGHT STUD WALL. - TOP PLATE MAXI'tAJ(HEIGHT IB:_5. 12 SEE PLAN RL I 2-ROWS BD " NECOO CONNECTIONS SHALL 8E Top OF HLa IN•6"O.C. �� PROVIDED AT PANEL EDGES CAPE C("D'B HOME BUILDER BLOCKING BUHFLOOR _-- --— -- ---- Y�. PERPENDICULAR TO FLOOR 24 5 hoDl SUeeI GONT.N. ... ROOF RA -- -- FRAMING MEFIRST THIO MBERS ININ THE TOP PLATE ------ 'G SEE PLAN �%p PO Be.186 0000 O O 19� O KUI BED ROOM I ® JOIST BED ROOM 2 B SPACED TRUSS MA.XAND�IMUM West Dennis,MA D2670 t 50e.394.3Dso 2-2x..PLATE OF 4 FEET ON CENTER. t 508.760.1406 TOP OF Q3 - NAIL REQUIREMENTS ARE 9 SUBFLI'm wD OPTIONAL GIVEN IN TABLE 2 HURRICANE ANCHORS ❑GARAGE STOR. _ - — TiP.AT EACH RAFTE-R I I II II I I � I I u l I � I II SEE ARCH.DW65. - �_____-_-.� II II I I � I I I I I LI WALL SHEATHING WOOD STUD WALL L-------��-�`------- � C- -- -- ----------�- SEE PLAN TOP OF SEE PLAN FOOTING a FRONT ELEVATION RIGHT ELEVATION SCALE: 1/8"=1'-0" SCALE: I/8"=I'-O" TYPICAL ROOF RAFTER - - _____----------------------------------------_.________ CONNECTION DETAIL SECOND FLOOR PLAN WALL SHEATHING WOOD STUD WALL .SEE PLAN SEE PLAN SCALE: I/8"=I'-O" TOP PLATE FLOOR SHEATHING SEE PLAN TOP OF SUHFLOOR [J TOP PLATE -- ---- RIH HOARD JFLOOR JOIST I © SEE PLAN FOR re 1 O m R SIZE/SPACING V/ -111-Fl OOR TOP OFxl' ti - SUNDECK d M _---_--- EO N _ to `J T.O.C. -_-_ x; ..._. 4'LO BLOCKING AT AS,FLOOR BRACING Q T— 041 BLOCKING AND V.TE.CONT. ` ___ CONNECTIONS SHALL BE + O I U LJ t----____J ! I ,rL -J ANCHOR BOLT W/NUT 1 PLATE PROVIDED AT PANEL EDGES °N C Q I I -------------- J PERPENDICULAR TO FLOOR _ C _ WASHER SEE FOUNDATION PLAN Op FRAtI1NG MEMBERS IN THE � ' C KITCHEN DINING ROOM ---------------�-—�� TOP OF `---_�--------.--------�-� FOR SPACING. FIRST TWO TRUSS OR y� REAR ELEVATION FOOTING JOIST HEDGES AND SHALL 9E HEDGED AT A MAXIMUM 41. LEFT ELEVATION I OF 4 FEET ON CENTER. 0 NA L R TYPICAL FLOOR BLOCKING REQUIREMENTS __ -- - IEQUIREMENTS ARE d SCALE: 1/8"=1'-0" SCALE: I/8"=1'-O" HALL GIVEN IN TABLE 2 C JOIST PARALLEL TO FOUNDATION WALLS i GARAGE Q t C. 4) NON FULL HEIGHT SHEATHING REQUIREI TENTS �uLL�,G) t �EE�AREN655D WALL. Q r C it (APPLICABLE IN OPTION B 6.V ~ �� ASPECT RATIO:1.60 LOCATION PROVIDED REQUIRED NAILING PATTERN PEW II LNING ROOM 2ND FLOOR PLAN) r HED ROO T— FIRST FLOOR WALLS 63.5% 47% 6°O.C.EDGE - i2"O.C.FIELD LENGTH SECOND FLOOR WALLS 64% 23S 6'O C.EDGE 12"O.C.FIELD --- FIRST FLOOR WALLB ESAX 62G 6"O.C.EDGE I2°O.C.FIELD WIDTH SECOND FLOOR HALLS 1= 46% 6'O.C.EDGE 12°O.G.FIELD FIRST FLOOR PLAN SCALE: 1/8"=1'-O" 110 GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS TABLE 5501.2.1.2 ILO MPH EXPOSURE H WIND ZONE NINDBORNE DEBRIS PROTECTION FASTENING TABLE 2. GENERAL NAILING SCHEDULE SCHEDULE FOR WOOD STRUCTURAL PANELS",b,c GENERAL NAILING 6C4EDULE 110 MPH WIND EXPOSURE FASTENER SPACING JOINT DESCRIPTION =ER OF NUMBER Of NAIL SPACING cOnnON NAILS Box NAILS FASTENER - 4 FOOT b FOOT ROOF FRAMING - TYPE PANEL SPAN < 4 FOOT < PANEL SPAN < PANEL SPAN 0---------0"'------q BLOCKING TO RAFTER(TOE-NAILED) 2-Ed 2-Lod Fi�CH eND - < 4 FOOT, < 5 FOOT RIM BOARD TO RAFTER EID-NAILS) 2-I6d 2-I6d EACH ENO ------ WALL FRAMING 2-1/2'>G WOOD SCRFh'S I6° 12° 9" 14'-O" i i TOP RATES AT INT£RSECTION9 FACE-NAILED) 4-I6d 6-I6d AT JOINiS 2-I/2"38 I _I I W m S STUD TO STUD(FACE M_0 2-I6d 2-I6d 24°O.G. WOOD SCREWS 16 16 12 w r_____._________ �_ ___________w_____ ________� o D HEADER TO HEADER FACE-NAILED) I6d I6d 16'D.C.ALON4 EDGES -- --� I -- - -- O i__________P __i I_ ____________________________ N N FLOOR FRAMING a. THIS TABLE IS BASED ON 130 mph WIND SPEEDS AND A 33-FOOT MEAN i p O JOIST TO SI TOP PLATE OR 41RDER OE-NAILED) 4-bd 4-IOd PER JOIST ROOF HEIGHT. BLOCKM4 TO JOIST TO_NAILED) 2-bd 2-10d ElaCJd LND b. FASTENERS SHALL HE INSTALLED AT OPPOSING ENDS OF THE WOOD - V Q HLOCKM4 TO SILL.OR TOP PLATE TOE-NAIL'S) 3-Ibd 4-16d EACH BLOCK STRUCTURAL PANEL � BASEMENT l j �+ LEDGER STRIP TO BEAM OR GIRDER(FACE-NAILED) 3-I6d 4-I6d CACH JOIST WH BC ERE REWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCA O- I 3-bd £-IOd JoIS 0 < C JOIST ON LEDGER TO BEAM T E NA LID PEE T THEY SHALL IM ATTACHED UTILIZING WAL CAPACITY 49 ANCHORS N BAND.YIIST TO JOIST ENO-NAILID) 3-I6d 4-I6d PER JOIST , HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF p90 POUNDS. rARAQ BAUD JOIST TO BILL OR TOP PLATE OE-NAILED) 2-Ibd 3-I6d PER FOOT I j GARAGE ROOF SHEA7HIN4 WOOD STRUCTURAL PANELS _EDGE/6'FIELD I OUTL ST RAK EDGE FIELD I�L - Bd RAFTERS OR TRUSSES SPACED UP TO 16'O.G. 1. 6" /6°RAFTERS OR TRUSSES SPACED OVER I6°O.C. t1d IOd W EDGE/4°FIELDFOUNDATION ANCHORAGE:5/B"DIAMETER(MIN)STEEL ANCHORGAHLE ENDWALL RAKE OR RAKE TRU55 W/O GABLE OVERHANGBd IDd W EDGE/6°FIELDGABL BO Ts W/NUTB t 3'x 3"x 1/4"E-HALL RAKE oR ETRU99 W/ RUCTURAL WKER4 Bd IM 6° PLATE WASHERS SPACED A MAXIMUM ENDWALL RAKE OR RAKE TRUS6 W/LOOKOUT BLOCKS Bd IOd 4'EEG£/4'FIELD OF 46'(INCHES)ON CENTER THERE I SHALL BE A MINIMUM OF 2 BOLTS —' CEILING SHEATHING 1 L_____________ ___ `_ �I I PER PLATE SECTION WITH BOLTS � LOCATED WITHIN 6'-12'FROM EACH ----------------------------------------- COMPLIANCE GYPSUM WALLBOARD 6d COOLERS T EDGE/ID'FIELD I END OF THE PLATE SECTION. AN BOLTS SHALL EXTEND A WALL sNFATNIN4 ae MINIMUM OF 7 INCHES INTO MASONRY PLAN WOOD STRUCTURAL PANELS R OR CONCRETE. 2'-2" 2'-2° Ib'-O^ 16'-O' STUDS SPACED UP TO 24'D.C. Bd IOd i°EDGE/12"FIELD In'AND 26/32'FIBERBOARD PANELS Bd 9°EDGE/6'FIELD U2"GTPSUM WALLBOARD 6d COOJERa A .£/10°FIELD I'LHING HOOD STRUCTURAL ANCHOR BOLT PLAN . . . . WOOD STRUCTURAL PANES I°OR LESS ed IOd i^EDGE/D°FIELD SCALE: 1/8"=1'-0" GREATER THAN 1° ,Od I6d 6"EDGE/6"FIELD S 2. 1 .. 1 CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE BTAPL3 ARE PERMITTED,CHECK SIC FOR ADDITIONAL REOUIREMENT5 NAILS. UNLESS OTHERWISE STATED SIZES GIVEN FOR NAILS ARE COMMON WIRE 61ZP9. BOX AND PNEUMATIC NAILS OF EQUIVALENT DIAMETER. ' AND£DUAL OR GREATER LENGTH TO THE SPECIFIED COYRION NAILS MAY HE 6UBSTITUTED UNLESS OTHERWISE PROHIBITED. Town of Barnstable P# OF THE h�_ Department of Regulatory Services BARNSTABLE : Public H ealth Division Date y 1►fAss. 1639. ��� 200 Main Street,Hyannis MA 02601 ATFD MA't A Date Scheduled ` 0 — Z0 1 O Time (3:0 Fee Pd. too N Soil Suitability Assessment for Sewage Disposal Performed By: Keith E. Fernandes, E.I.T: Witnesses By: David W. Stanton ,5. LOCATION & GENERAL INFORMATION .. Location Address Owner's Name John L.Newton 1171 Shootflying Hill Road,Centerville 45 Horse Pond Road. Address Assessor's Map/Parcel: 190/222 Engineer's Name J.M.O'Reilly&Associates, INC q Q NEW CONSTRUCTION n REPAIR Telephone# 508-896-6601 Land Use Vacant Slopes(%) 0 Surface Stones N/A Distances from: Open Water Body >100' ft Possible Wet Area >100' ft Drinking Water Well >100' ft Drainage Way >100' ft Property Line >10' ft Other ft SKETCH: (Street name,dimensions of lot,exact locations of test holes`&'perc tests,locate-wetlands in proximity to holes) LOT 12 IP-3 Area=24,557 5F± t>'-z �taTP-t J _J • z f- O Q. (f Parent material(geologic) Proglacial Outwash Depth to Bedrock N/A Depth to Groundwater: Standing Water in Hole: N/A Weeping from Pit Face 'N/A Estimated Seasonal High Groundwater No Groundwater Encountered DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used:. No Groundwater Encountered 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 PERCOLATION:TEST Date Time Observation Hole# 1 Time at 9" 2:20 Depth of Perc 47" Time at 6" 5:08 Start Pre-soak Time @ 0 Time(9"-6") 2:48 End Pre-soak 15 Rate Min./Inch <2 Site Suitability Assessment: Site Passed Yes Site Failed: Additional Testing Needed(Y/N) no Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland, you must first notify the Barnstable Conservation Division at least one (1) week prior to beginning. Q:\SEPTIC\PERCFORM.DOC i a t. DEEP OBSERVATION HOLE ..........LOG Hole # .. .,.� Depth from Soil Horizon Soil Texture Soil Color Soil Other . Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) 0-10 A Loamy Sand 10YR 3/2 N/A 10-19 B Loamy Sand 10YR 6/8 N/A 19-56 C Loamy.Sand 10YR 6/6 N/A 56-120 C1 M/C-,Sand 10YR 8/6 N/A DEEP OBSERVATIO1 MOLE LOG; Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) 0-6 A Loamy Sand 10YR.3/2 N/A 6-22 B Loamy Sand 10YR 6/8 N/A 22-46 C Loamy Sand 10YR 6/6 N/A 46-120 C1 M/C Sand 10YR 8/6 N/A Nb'i = Cod L5E: DEEP OBSERVATION HOLE LOG Hole # �j Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency %Gravel) 0-6 A Loamy Sand 10YR 3/2 N/A 6-19 B Loamy Sand 10YR 6/8 N/A 19-35 C Loamy.Sand 10YR 6/6 N/A 35-120 C1 M/C Sand 10YR 8/6 N/A DEEP OBSERVATION HOLE EOG Hole# _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling. (Structure,Stones,Boulders. Consistent %Gravel 0-9 A Loamy Sand 10YR 3/2 N/A 9-24 B Loamy Sand 10YR 6/8 N/A 24-46 C Loamy Sand 10YR 6/6 N/A 46-120 C1 M/C Sand 10YR 8/6 N/A Flood Insurance Rate Mao: Above 500 year flood boundary No Yes Within 500 year boundary No P ' Yes Within 100 year flood boundary No Yes Depth.of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? yes If not,what is the depth of naturally occurring pervious material? Certification I certify that on 10/24/05 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the 'above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature Date Q:\SEPTIC\PERCFORM.DOC 48` NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO MATCH EXISTING A 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS DECK A5 I I A4 STATE BUILDING CODE,9TH EDITION AMENDEMENT&IRC2015 5.) 110 MPH EXPOSURE B LOCATION 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD 8.) ALL WINDOW AND DOOR HEADERS 4'0"OR LESS TO BE 2-2 x 6 W/2K,1J OO D \ / 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS I 10.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY p 0 BATH EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION KITCHEN 0 p O o INSTALLER/CONTRACTOR FOR THE STRETCH ENERGY CODE DINING ROO O 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION REF 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE,900 PSI MIN. LINEN O IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS © 4 CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION q ON GARAGE `� TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) ------------- FENESTRATION SKVLIGHi CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL U-FACTOR U-FACTOR R-VALUE R-VALUE %ALUE R-VALUE R-VALUE R-VALUE ANT 0.30 MASS' 0.55 49 W.,13 i 5 30 15119 10(4 FT.DEEP) 15I19 AMMEND. O NOTES: 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. ® 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR LIVING ROOM OF THE HOME OR R=19INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS FlI4.13+5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR EC L-I------ ---I, LOISET BEDROOM &R13 CAVITY INSULATION II II I I L------ ---i I I I L------- ---- UP OUTLINE OF NEW DORMER ABOVE O CLO ET © I iV A B A4 A5 34'-0" 14'-0" FIRST FLOOR PLAN QS SMOKE DETECTOR ©CARBON MONOXIDE DETECTOR ®HEAT DETECTOR COTUIT BAY DESIGN. LLC NEW REMODELING/ADDITION FOR: THE DESIGNER UCION.THEBE NOTIFIED IF ANY ILDINGCONTRC SCALE ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD WILL BERESPONSIBLEFORT ECO TENT 1/4" = V-011 IN THESE DRAWINGS IF CONSTRUCTION MAS H P E E MA. 02649 D U F F Y RESIDENCE COMMENCES WITHOUT NOTIFYINGFOR HE THE PH. (508)) 274-1166 OFTHEDESIGNER OF ANY OARE TED.ERRORS O THERSIONS. DATE : FAX (508) 539-9402 THESE DRAWINGS REQUIRES ITTE OF THE OWNER NOTED.ANY OTHER USE OF Al 1171 SHOOT FLYING HILL ROAD CENTERVILLE, MA THESEDRAWINGSREQRIRESTHETECTION 9/6/2019 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. 48'-0' B A A5 A4 34'-0" 14,_0" I.,. '-0" 3'-8" ANDERSEN ANDERSEN TW2442 TW2442 O I I 0 I I I I BATH I: W.I.C. I ❑ BATH BEDROOM BEDROOM Im I O O I I 0 2's"x 6W HALL O PKT.DOOR 216"x8'8' O I I PKT.DOOR _ DN 11 SITTING II ❑ AREA c� '8•x 5'0 ED LIVING ® SH BELOW � I CLOSET ANDEI ZSEN ANDERS N AND RSEN A21 A21 A21 NDERSEN ANDE SEN ANDER IN51 A251 A251 `O '-11/2' 2'-9" 2 2'-11/2" 1'-9" 2'-3' 2'-3' 11-91 A B A4 3,_0" 9,-9,. A5 21'-3" 3,-0. ._0,. 3,-0„ (NEW SHED DORMER) (NEW SHED DORMER) 34'-0" 14'-0' SECOND FLOOR PLAN ��/J THE DESIGNER SHALL BE NOTIFIED IF ANV UND ON SCALE BI[ZOO COTUIT BAY DESIGN, LLC NEW REMODELING/ADDITION FOR: ERRORS CTION.THE BUILDIIONS ARE NG CONTRACTOR Imo\ THESE DRAWINGS PRIOR TO START OF 43 BREWSTER ROAD WILa RESPONSIBLE FORT ECONTENT 1/4" = 1'-0" IN THESE DRAWINGS IF CONSTRUCTION COMMENCES N SARENOTIFYWGTHE A2 D U F F Y RESIDENCE DESIGNER OF ANY ERRORS OR OMISSIONS. DATE MASHPEE MA. 02649 THESE EOWNER NOTED, SOLELY FOR THE USE OF THE OWNER NOTED.ANY OTHER USE OF PH. (508 274-1166 THESE DRAWINGS REOUIRESTHEWRI TEN 9/6/2019 FAX (50 ) 539-9402 1171 SHOOT FLYING HILL ROAD CENTERVILLE, MA ARCHITCT OF 9U THE RALDESIGNERUROTECTE ARCHITECTURAL COPYRIGHT PROTECTION GENERAL NOTES : 501 L TEST LOGS : Centerville, TEST HOLE 1 : EL=42.8± ' 5Y5TEM DE51GN CALCULATIONS: MA A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM SEWAGE DESIGN FLOW: DEPTH FROM SOIL SOIL SOIL SOIL OTHER _ UNLESS H-20 COMPONENTS ARE USED. SURFACE HORIZON TEXTURE COLOR MOTTLING 3 BEDROOM DWELLING @ I 10 GPD = 330 GPD _ B.)THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN- (INCHES) (USDA) (MUNSELL) LEACHING CAPACITY REQUIRED: LESS CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING. 0-10 A -Loamy Sand I CYR 3/2 NONE -- - 3 BEDROOMS (MAX.) @ I 10 GPD = 330 GPD REQUIRED C.)CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL I O-19 B Loam Sand I OYR G/8 NONE o SEPTIC TANK CAPACITY REQUIRED: vr• o UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 19-5G C i Loam Sand I OYR G G NONE Perc 47" Ga\etior s 5G-1 20 C2 Medwm to Coarse Sand I OYR 8/6 NONE DAILY FLOW = 330 GPD @ 200% 6G0 GAL REQUIRED= < CST C� TEST HOLE 2: EL=42.9± SEPTIC TANK CAPACITY PROVIDED: O� CON✓ I RUCTION N O IT E✓ : 1 500 GALLON SEPTIC TANK(MIN. ALLOWED) LOCUS DEPTH FROM SOIL SOIL SOIL SOIL OTHER LEACHING CAPACITY PROVIDED: SURFACE HORIZON TEXTURE COLOR MOTTLING ONE{I) 25.0'X 12.83'X 2.0'LEACHING CHAMBER CAN LEACH: 9� Great 1 .)ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, (INCHES) (USDA) (MUNSELL) Vt=[(25.0 X 12.53) + (25.0 X 2.0)2 + (12.83 X 2.0)2] X 0.74 GPD/5F=349.33 GPD P9 Marsh Pd. TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH, 0-G A Loam Sand I OYR 3/2 NONE 349 GPD>330 GPD REQUIRED 2.)SEPTIC TANK(S), GREASE TRAP(S), DOSING CHAMBER(S)AND DISTRIBUTION G-22 B 1 Loamy Sand 11 OYR 6/8 NONE NOTE: A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN. � BOX(E5)SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLI' 22-4G C I Loam Sand I OYR GIG NONE 4G-1 20 C2 Medium to Coarse Sand I OYR 8/G NONE INSTALL: COMPACTED,OR ON A 6 INCH CRUSHED STONE BASE. ONE(I)- 1500 GALLON SEPTIC TANK � ONE(1)- 3 OUTLET DISTRIBUTION BOX(H-20 Rated) 3.)SEPTIC TANK(S)SHALL MEET A5TM STANDARD C 1 1 27-93 AND SHALL HAVE TEST HOLE 3: EL=43.9± o TWO(2)- 500 GALLON LEACH CHAMBERS WITH 4'OF STONE.ALL AROUND AT LEAST THREE 20" DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT-- DEPTH FROM SOIL SOIL SOIL SOIL OTHER TOM OF THE SEPTIC TANK TO THE PLOW LINE SHALL BE 48". SURFACE HORIZON TEXTURE COLOR MOTTLING (INCHES) (USDA) (MUNSELL) N NOT TO SCALE 4.)SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G" 0-G A Loamy Sand I OYR 3/2 NONE O ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE G-1 9 B Loamy Sand 10YR G18 NONE CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. 1 9-35 1 C I I Loamv Sand I OYR GIG NONE PLAN BOOK 208 PAGE 7G 5.) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST 35-1 20 C2 Medium to Coarse Sand I OYR 8/G NONE DEED BOOK 7373 PAGE 175 CONCRETE WATERTIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN G"OF BENCHMARK: ZONING CLASSIFICATION ASSESSORS' MAP 190 PARCEL 222 FINISH GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. TEST HOLE 4: EL=43.8± Top of Concrete Bound ZONE RC DEPTH FROM SOIL SOIL SOIL SOIL OTHER EL=4G.I± (Assumed datum) G.)PIPING SHALL CONSIST OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL 5URFAC€ HORIZON TEXTURE COLOR MOTTLING MINIMUM AREA 43,5G0 SF BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN I%. {INCHES) (USDA) (MUNSELL) LEGEND 7J DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED)SHALL BE 0-9 A Loam Sand I CYR 3/2 NONE MINIMUM FRONTAG 20 FEET E 4"DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT. LINE SHALL BE CAPPED 9-24 B Loam Sand I OYR G/8 NONE i MINIMUM LOT WIDTH100 FEET --" 4O EXISTING CONTOUR AT END OR AS NOTED. 24-4G C I Loamy Sand I OYR GIG NONE FRONT YARD SETBACK 20 FEET 32 PROPOSED CONTOUR 8.)OUTLET FIFES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST 46-I T C2 Medwm to Coarse Sand I OYR 8/G NONE SIDE AND REAR.YARD SETBACK 10 FEET x46.s EXISTING SPOT GRADE 2' BEFORE PITCHING TO SOIL ABSORPTION SYSTEM. WATER TEST DISTRIBUTION DATE OF TESTING: O I/20/I 0 - �`?� � MAXIMUM BUILDING HEIGHT 30 FEET 46x3 PROPOSED SPOT GRADE BOX TO ASSURE EVEN DISTRIBUTION. PERCOLATION RATE: LESS THAN 2 MIN/INCH IN "C" LAYERS. x 41.9 �' ;` WITNESSED BY: KEITH E. FERNANDES, EIT, J.M. OREILLY*ASSOCIATES, INC. x 46.C�GB FND MAXIMUM BUILDING COVERAGE N/A -W- WATER SERVICE LINE 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF G" MEASURED BELOW DAVID W. STANTON, AGENT, BARNSTABLE HEALTH DEPARTMENT AO r -`ems :.-i"" -0- OVERHEAD UTILITY SERVICE THE OUTLET INVERT. NO WATER ENCOUNTERED 3� y ZONE RD- USE A LOADING RATE OF 0.74 GPD/5F FOR SIZING OF SOIL ABSORPTION SYSTEM. /' 'x MINIMUM -U- UNDERGROUND UTILITY SERVICE 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4"TO 3� ° NIMUM AREA 43,560 SF 1-1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE x 38.3 -i -0- GAS SERVICE LINE f MINIMUM FRONTAGE 20 FEET P TEST HOLE/ BORING LOCATION INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE �"� MINIMUM LOT WIDTH 125 FEET SOIL ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2" To of Sloe A'35� '� f 5T SEPTIC TANK p p r-" � - f gip` FRONT YARD SETBACK 30 FEET LAYER OF 1/8"TO 1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST. f\.�O x#46.2 DE, DISTRIBUTION BOX I 1.) VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; PROPOSED RESERVE AREA / - SIDE AND REAR;YARD SETBACK I O FEET 25.0'x 12.83'x 2.0' 0' SAS SOIL ABSORPTION SYSTEM WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREA�s CI3:-END LOl MAXIMUM BUILDING HEIGHT 30 FEET ' � �/ MAXIMUM BUILDING COVERAGE N/A Reserve RESERVED FOR FUTURE TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. x 34.0 12.)SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9"OF 36 '" r,. -' is -I4L Area=24,557 SF} w;w `D� UTILITY POLE CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). � PROPOSED COVERAGE " ® CATCH BASIN 3 %' `44.0 _.� -x ab,o ,SIN LOT AREA 24,557 SF+ Z7 FIRE HYDRANT 13.) FINISH GRADE SHALL BE A MAXIMUM OF 3G"OVER THE TOP OF ALL SYSTEM D-Box00 COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER 43.6 \ ® WELL AND SOIL ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER X 46.2 PR.OPOSE,D DWLLING ° `}2 -.� �- � Qk N 0- Of 9". PROPOSED SULJ DECK 122 SF± I ■ CONCRETE BOUND, FOUND 14. FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL �k ,- - E r SOIL A5_9OPv`>_ �EC�irT OF A CCicTIFICATc OF COMPLiANCC, THE PcRiMc i cR 0 THE TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH i "z \x4 46x3 TOTAL 1 ,342 SFi x-.-- LIMIT OF WORK AREA FOR ALL ACTIVITIES,THAT MIGHT DAMAGE THE SYSTEM. �� :r W "" " 11 �-3x45.� �� x4.5 =- x FENCE is m M x 42.9 .! Buildin s ! ,342 15.)THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION g - - N EDGE OF CLEARING g, �, Q . 5�p1x I OC= x f 00-5.5%BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THIS SYSTEM REt N Lot Area 24,557 QUIRES A VARIANCE AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING tom ' 46x3 O ,o p\J� �x 46,0 THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE ac �{� �h 3,6 ,,9.3 ��`��`LUNG•P`\O\1 48.5'±„A '4' Stonew r s.:,. � 4 ' � � , xPERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED: rra� F z� O r' 3 I G.)ZONING COMPLIANCE TO BECONFIRMED BY OWNER, BUILDER, BUILDING INSPECTOR DUE TO ZONING CHANGE WITHIN SUBJECT LOT. 4' 8.5' 8.5' O 1� 43,9?0 ` 6 ; Approximate Zoning Line(See Note#I G) 17.) DRIVEWAY: DRIVEWAY SURFACE TO BE APPROVED BY OWNER/BUILDER. \ �� TI DB ,}l 46x3 \ ° " x 47.3 18.)WATER SERVICE TO BE CONFIRMED WITH BARNSTABLE WATER DEPARTMENT \O CD., �� Q FOR SIZE AND LOCATION PRIOR TO LOT PURCHASE. 1� , PROPOSED 2"WATER.SERVICE(SEE NOTE#15) Utility Ole#1 53-3 25' \•' m PROPOSED GAS AND ELECTRIC 5ERVICE'5 (SfE NOTE#1 9) O 19.) UTILITY SERVICES: LOCATION AND SIZING TO BE CONFIRMED BY SERVICE x 42.8 ••• `� 9s a/ �•. PROVIDER. PLAN VIEW 44 � . 9 € x 42.6 }} .\ X 4$,8 PROPOSED DRIVEWAY 10-WIDE (SEE NOTE#1 7) J 20.)OWNER/BUILDER TO REVIEW TOP OF FOUNDATION ELEVATION AND GRADING 1 .- PRIOR TO CONSTRUCTION. I \ �� j x' 1 _x.48,0 49.5 -- SCALE I = I O ro� p x 47.6 E / r 4G ^ . . - _ X-48M x 48.3 \ 00 ° 7V x 40.3 j s.00 x p 49. L a :. w w-_w INSPECTION NOTE: x 39,9 1 `�< , x -w -_� x 42 5 �p �<� �_°.' a. x'48.> .,. s w �_--w W �...� w x 41.0 .., PRIOR TO FIND L INSPECTION BY THE ENGINEER, SYSTEM x 4 .6 - ° 6 ' D a 49,5 J V �.- FLOW P ISO FI LE: - --- -_° _� '` - NEEDS TO BE(�OMPLETE INCLUDING BUILDUP FOR COVERS. °_x 77 O NOT TO SCALE - ° N 24" DIAMETER CONCRETE COVERS -. x 47.5 RAISED TO WITHIN G"OF FINISH x TOP OF FOUNDATION PROPOSED 4" PVC INSPECTION PCI;T, /\ N x 48.7 x 48,7 x ((_� A 49,6 v J GRADE(OR AS NOTED) USE PERFORATTED PIPE (IN SAS S?ONE) x 48.9 x 48,8 EL=47.0± (SEE NOTE#5) AND SCREW ON CAP WITHIN 3"OF x 49 Proposed EL=45.9± (45.G in.) Pro osed EL=44.2± Proposed EL=44.0± FINISH GRADE. SCALE I"=30' x 4s.9 TH 15 AREA 15 5ERVED REVISED: l/2G/10, Modified SAS elevations. \�,.� BY TOWN WATER beef, Cape Co Biome Builder 30"Pro osed �.,�•,� g � i 44.9± p 9" Min-3G" Max) �, p c/o Jim Hagerty, Reef Builders; P.O. Box 186, West Dennis MA, 02G70 _ I I 2"LAYER OF 1/8"- 1/2"STONE ~� \, A �, � a°.111. 44.00 43.75 I O, / - 3/4' 1-1/2"STONE „ ' yiN T ' ; f y4b' z THE LAYOUT AND DIMENSIONS OF Tf1E 51TE � SEWAGE DISPOSAL SYSTEM DE51GN 14' 3.50 4 '� " 1 17 1 5hootflymg HIII Road, Centerville, MA 3" 41.22 41.05 0.75 - 1 I��(L ,� PROPOSED DWELLING HAS BEEN TAKEN 4 O„ *^;c-3 C- R(._[U_ ��. TAKEN FROM THE PLAN DATED 03/02/09, '. 2" DROP '' q [��:;�:4r:i7;13 � � - PREPARED BY: J.M. 0 REILLY & ASSOCIATES INC.GAS BAFFLE 3875 M y '�y� , 1V C W 2 SHOREY PRECAST . ;: A �' ��f�°dt��,�i � REEF, CAPE COD'S HOME BUILDER USE TWO O Professional Engineering & Land Surveying Services 500 GALLON LEACH CHAMBERS 4.95'± �'1 / Longest Run WITH 4'OF STONE AROUND 12, 44'--• 15' 1573 Main Street - Route BA 500 GALLON (END VIEW) � 3O 60 9�� P.O. Box 1773 DB-3L EL=33.8±TO BOTTOM OF TEST HOLE#4 SEPTIC TANK C7-BOX LEACHING CHAMBER - (508)896-6601 office Brewster, MA 02631 (508)896-6602 Fax 25.0'x 12.83'x 2.0' SCALE 1"=30' DATE: SCALE: BY: CHECK: JOB NUMBER: H-20 G:\AAJob5\Reef\G298(1 1 71)Shootflying Hill Road\dwg\G298.SDS.dwj 1/25/1 0 AS Noted MTF/g/f JMO JMO-G29(5