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HomeMy WebLinkAbout0185 STONEY POINT ROAD - Health I 1 85 Stoney Point Road Barnstable A-= 336 -027 6 gy A I i. I b I kkA t P A I� 4 d r I Commonwealth of Massachusetts P Title 5 Official Inspection Form P I Subsurface Sewage Disposal System Form - Not for Voluntary Assessments V � 185 Stoney Point rd. Property Address F.,j Steven and Deborah Reuman '? Owner Owner's Name information is Barnstable t/ Ma 02637 6/21/20 A` required for every page. City/Town State, Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When A. Inspector Information filling out forms on the computer, Michael DiBuono use only the tab key to move your Name of Inspector cursor-do not DiBuono Sewer And Drain use the return Company Name key. 35 Content Lane rab Company Address Cotuit Ma 02635 City/Town State Zip Code Stan 508-364-9587 S113522 Telephone Number License Number P P B. Certification I certify that: I am a D,EP approved system inspector in full compliance with Section 15.340 of Title 5 (310 CMR 15.000); 1 have personally inspected the sewage disposal system at the property address listed above; the information reported below is true, accurate and complete as of the time of my inspection; and the inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. After conducting this inspection I have determined that the system: 1. ® Passes 2. ❑ Conditionally Passes 3. ❑ Needs Further Evaluation by the Local Approving Authority 4. ❑ Fails 7/3/20 Inspector's Signature r 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 DER The original form should be sent to the system owner and copies sent to • . the buyer, if applicable, and the approving authority. Please note: This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. ' t51nsp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 18 Commonwealth of Massachusetts ,F Title 5 Official Inspection Form t Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 185 Stoney Point rd u� Property Address Steven and Deborah Reuman - Owner Owner's Name information is required for every_ Barnstable Ma 02637 6/21/20 page. City/Town State Zip Code Date of Inspection C. Inspection Summary Inspection Summary: Complete 1, 2, 3, or 5 and all of 4 and 6. 1) System Passes:. ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: System contains a 1500 Gallon septic tank as well as a concrete distribution box and a field of plastic infultrators. 2) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no"or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old* or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 18 r — d Commonwealth of Massachusetts Title 5 Official Inspection Form 1' Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 185 Stoney Point rd V� Property Address Steven and Deborah Reuman Owner Owner's Name information is required for every Barnstable Ma 02637 6/21/20 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) 2) System Conditionally Passes (cont.): ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval,of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced -❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below)` 3) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. a. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health; safety and the environment: „ t5insp.cloc-rev.7/26/2016 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 3 of 16 c Commonwealth of Massachusetts �Y 1p Title 5 Official Inspection Form s Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 185 Stoney Point rd Property Address Steven and Deborah Reuman Owner Owner's Name information is Barnstable Ma 02637 6/21/20 required for every page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh b. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well.' ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. c. Other: 4) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool t5insp.doc•rev.7/2 612 0 1 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 18 Commonwealth of Massachusetts , Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form -Not for Voluntary Assessments' 185 Stoney Point rd Property Address , Steven and Deborah Reuman Owner Owner's Name . information is required for every Barnstable Ma 02637 6/21/20 page. Cityfrown State Zip Code Date of Inspection C. Inspection Summary (cont.) 4) System Failure Criteria Applicable to All Systems: (cont.) Yes No ' El ® 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 '/2 day flow , • ❑ ® Required pumping more than 4 times in the last year•NOT due to clogged or ' obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. El ® Any portion of a cesspool or privy is within a Zone 1 of a public water supply well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen 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 2000 gpd- 10,000 gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. , 5) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no" to each of the.following, in addition to the questions in Section CA. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply + t z y . ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply, , e EllElthe system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA) or a mapped Zone II of a public water supply well t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 18 Commonwealth of Massachusetts ,p Title 5 Official Inspection Form r Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 185 Stoney Point rd Property Address Steven and Deborah-Reuman Owner Owner's Name information is required for every Barnstable Ma 02637 6/21/20 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) If you have answered"yes"to any question in Section C.5 the system is considered a significant .threat, or answered "yes"to any question in Section CA above the large system has failed. The owner or operator of any large system considered a significant threat under Section C.5 or failed under Section CA shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 6. You must indicate "yes" or"no" for each of the following for all inspections: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® E Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 18 C Commonwealth of Massachusetts Title 5 Official Inspection Form �= 1' Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 185 Stoney Point rd F Property Address Steven and Deborah Reuman a ` Owner Owner's Name information is Barnstable Ma E 02637 6/21/20. required for every page. City/Town State Zip Code Date of Inspection D. System Information 1. Residential Flow Conditions: I 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 Description: r Number of current residents: 2 Does residence have a garbage grinder? ❑ Yes ® No Does residence have a water treatment unit? ❑ Yes N No If yes, discharges to: Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ® Yes ❑ No a Seasonal use? ❑ Yes ® No Water meter readings, if available last 2 ears usage d Well . 9 ( Y 9 (gP ))� , Detail: Sump pump? ❑ Yes ❑ No t Last date of occupancy: '' Date l5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form lI� Subsurface Sewage Disposal System Form - Not for Voluntary Assessments � . u 185 Stoney Point rd Property Address Steven and Deborah Reuman Owner Owner's Name information is required for every Barnstable Ma 02637 6/21/20 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 2. Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow (seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Water treatment unit present? ❑ Yes ❑ No If yes, discharges to; Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe below): 3. Pumping Records: Source of information: Pumped 2018 Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: t5insp.doc.rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 18 Commonwealth of Massachusetts Title 5 official Inspection Form �= is Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 185 Stoney Point rd Property Address Steven and Deborah Reuman Owner Owner's Name information is required for every Barnstable Ma 02637 6/21/20 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 4. Type of System: ; ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool' ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a.copy of the DEP approval. ❑ Other(describe): Approximate age of all components, date installed (if known) and source of information: Installed 2009 Were sewage odors detected when arriving at the site? ❑ Yes ® No 5. Building Sewer(locate on site plan): 2 Depth below grade: feet Material of construction: ® cast iron Z 40.PVC ❑ other(explain): Distance from private water supply well or suction line`. feet Comments (on condition of joints, venting, evidence of leakage, etc.): t5insp.doc-rev.7/26/201 t3 ' Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 185 Stoney Point rd Property Address Steven and Deborah Reuman Owner Owner's Name information is required for every Barnstable Ma 02637 6/21/20 page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) 6. Septic Tank(locate on site plan): Depth below grade: 1.5 feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) 1500 If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 Sludge depth: 3 Distance from top of sludge to bottom of outlet tee or baffle 24" Scum thickness 3" Distance from top of scum to top of outlet tee or baffle 4" Distance from bottom of scum to bottom of outlet tee or baffle 30" How were dimensions determined? Tape Measure Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 18 c Commonwealth of Massachusetts Title 5 Official Inspection Form �= to Subsurface Sewage Disposal System Form - Not for Voluntary Assessments u— 185 Stoney Point rd Property Address Steven and Deborah Reuman Owner Owner's Name information is Barnstable Ma 02637 6/21/20 qu eve required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 7. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene- ❑ other(explain): Dimensions: Scum thickness' Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 8. Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ' ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 18 1 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 185 Stoney Point rd Property Address Steven and Deborah Reuman Owner Owner's Name information is required for every Barnstable Ma 02637 6/21/20 page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) 8. Tight or Holding Tank(cont.) Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No 9. Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert level and at normal level Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): No sign of failure at Dbox t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 12 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 185 Stoney Point rd Property Address Steven and Deborah Reuman Owner Owner's Name information is required for every Barnstable Ma 02637 6/21/20 , page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 10. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No*' Alarms in working order., ❑ Yes ❑ No* , Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): • P * If pumps or alarms are not in working order, system is a conditional pass. 11. Soil Absorption System (SAS) (locate on site plan, excavation not required): ; If SAS not located, explain why: Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ® leaching fields number, dimensions: App 10'x25' ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: t5insp.doc-rev.7/2 612 01 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form I Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 185 Stoney Point rd Property Address Steven and Deborah Reuman Owner Owner's Name information is required for every Barnstable Ma 02637 6/21/20 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 11. Soil Absorption System (SAS) (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): No ponding no break out 12. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 18 C Commonwealth of Massachusetts Title 5 Official Inspection Form I' Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 185 Stoney Point rd Property Address Steven and Deborah Reuman Owner Owner's Name information is wired for ever y Barnstable Ma 02637 6/21/20 page, ry City/Town State Zip Code Date of Inspection D. System Information (cont.) 13. Privy (locate on site plan): Materials of construction: l Dimensions Depth of solids r Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): i 1 f ! t5insp.doc•rev.7/2 612 0 1 8' Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 18 1 c Commonwealth of Massachusetts »x Title 5 Official Inspection Form T 1 Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 185 Stoney Point rd Property Address Steven and Deborah Reuman Owner Owner's Name information is required for every Barnstable Ma 02637 6/21/20 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 14. Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately t rI t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage.Disposal.-System Form -Not for Voluntary Assessments 185 Stoney Point rd Property Address Steven and Deborah Reuman Owner Owner's Name information is Barnstable required for every Ma 026V 6/21./20. page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 14. Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public.water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately. t5insp.doc•rev.7/26/2018 Title 5 official Inspection Fond:Subsurface Sewage Disposal System Page 14 of 18 4. Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments V � 185 Stoney Point rd Property Address Steven and Deborah Reuman Owner Owner's Name information is required for every Barnstable Ma 02637 6/21/20 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 15. Site Exam: ❑ Check Slope ❑ Surface water -' ❑ Check cellar r ❑ Shallow wells 12+ _ Estimated depth to high ground water: 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: Test hole data on plan . f - uBefore filing this Inspection Report, please see Report Completeness Checklist on next page. t5inspAoc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 18 t i Commonwealth of Massachusetts Title 5 Official Inspection Form � Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 185 Stoney Point rd Property Address Steven and Deborah Reuman Owner Owner's Name information is required for every Barnstable Ma 02637 6/21/20 page. City[rown State Zip Code Date of Inspection E. Report Completeness Checklist Complete all applicable sections of this form inclusive of: ❑ A. Inspector Information: Complete all fields in this section. ❑ B. Certification: Signed & Dated and 1, 2, 3, or 4 checked ❑ C. Inspection Summary: 1, 2, 3, or 5 completed as appropriate 4 (Failure Criteria) and 6 (Checklist) completed ❑ D. System Information: For 8: Tight/Holding Tank— Pumping contract attached For 14: Sketch of Sewage Disposal System drawn on pg. 16 or attached For 15: Explanation of estimated depth to high groundwater included t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 18 of 18 t Town of BArnstable r#-- °f Department of RckWatory Services p Date 9 Public Healh.Division d 200 Main Street,Hyannis MA 02601 ; t T'me 0 orM Fec P.d 100 Date Scheduled i i Soil Suitability Assessment for Se ispos l Performed By: *,messed By: LOCATION& GENERAL INFORMATION Location Address S STON aj Pry i►J T- P-0 l owner's Name V v t`1.G v M t.E:-V— U AA M4C.?,V l p /VA Address e v MAA kQv a / Assessor's Map/Ntcel: 3 3 (p G� L7 Engineer's Name r,��„� t. NSW CONS1RUtl tON REPAIR Y` Telephone* L Surface Stones Land Use i u�r�Tl fir.- slopes c�)— i '7 �U�.ft Drinking Water Well Distances from: Open Water Body ft Passible Wet Area . Drainage Way ft. PropertyLin ._fib--.ft Other ft 't SKETCH:(Street name,dimcasiods of lot,exact locations:of test bola&perc tests locata wetlands in proxr't�ity to holes) _ 5 ft. Soil Removal �A (see note 17) '� - 22 2a ''6 28 i3G 76.94 ft 98.87 ft ^_._.—. /Septic Tank! ATE \t 24 LOT 27 26t` // / �! /�T 4 a AREA = 26700 Sf \1 — / v�(L! it fo ! Existing Leo�hpit 12LUe---2�i 36 { (Note 10) , , \ 'a Parent material(geologic) rd 0 ufljksm Depth to Bcdfock N LA p g Id A Weeping from Pit Face nl � Depth to GroundwaWr. Standing Water in Hole:' ' Estimated Seasonal Thigh Groundwater D TERMIl�T TION FOR SEASONAL HIGH WATER TABLE Method Used: Depth (14aved standingtin obs.hole Depot to soil mottles: In. t in. Groundwater Adjustment Depth tolweeping from side of obs.hole: Adj.Groundwater Level,,,,.. Index Well#_.� Reading Data. Index Well level t AdJ,faelOr.,.,.�- PERCOLATION TEST . Dote Observadon v I Time at 9" .!dole# • Depth of Pere 4'� I�t! Tlme at G" — -- Start Pre-soak Time.C� S I EVE 'dime(9"•G') ,_� ---------- End Pre-soak 1 Rate tin./Inch f Site Suitability Assessment: Site Passed �,t Site Failed; Additional Testing Needed(YIN) Original:.Public Hehlth Division Observation Hole Data To Be Completed on Back ***If percolaliQn test Is to be conductid within 100'of wetland,,you must first notify the Tn_—,.fw.t,to rAl cArvation Di-vision at least one(1)week prior to beginning. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other .Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,% rave l 3� 4-7'! 5^ 1 p ,K3(y N O N fr C Sant 'r 2-f ,fie 1 DEEP:OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) iviotding (Structure.Stones,Boulders. Consistency, Gravel) FIJI P1A Sand tv b •O/V N • ,,n,� m 9.s—/� DEEP OBSERVATION HOLE LOG Hole#0_ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, Flood Insurance Rate Mao: Above 500 year Hood boundary No_ Yes _— Within 500 year boundary No x 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? If not,what is the depth of naturally occurring pervious material? Certification I certify that on (b (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 t,a 'ng. pertise a experience described in 3.10 CMR 15.017. 11L01 Signature DateUu naonrorV�10AD!`rY1RM nnr � f down cape engineering, inc. SIEVE SOILS ANALYSIS Meyer 185 Stanypoint Cummaquid.xlsx DATE OF REPORT: 6/22/09 .JOB : GRAIN SIZE ANALYSIS-SIEVE TEST SITE: 185 Stony Point Rd Cummaquid LOCATION: D.MEYER TH- 6/9/09 SIEVE ANALYSIS weight Sample(Grams): 381.3 SIZE ;WEIGHT RETAINED % RETAINED : % PASSED ------------------- 0 0i -- 0 0°/g 100 0% 1/2" 0 0 0.00 _ 100.0% ......_. . «.«. ..................................0 0.�< -®<A°lo- ..... _y----<.-..._- .- ----------- �_ - -< 4 0 0: 0.0%: 1QQ.Q�/p 10 24 8 6,5%! 03 5% #20 �7 2 20 °Ip 79,8grp #�30 174.5, 45 i 8°/p; 5412% --- ...D. 62.4 fo, 37'.6/p --- - < , 80 311-91 818% 18.2% 100 ,3q0 q 91.5%; 8.5% #20Q 36$4: 96 6%; 3 4% PAN; 381 3 900 Q°fo SAMPLE; 381.3' , NOTE;.TEST-ON_PASSING#4 ONLY, 131% RETAINED ON ##4 <45% 0XI RESULTS: - SOIL CLASSIFIED AS AASHTO A•3(GRANULAR,FINE SAND)(UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING#4 SIEVE #4 100% (TEST ONLY MATERIAL PASSING#4) OK t"OFr� ##5010%-100% OK ��``A Sqc #100 0%-20% OK �o DAM I A_ #200 0%-5% OK bJALA CIVIL N MEETS TITLE 5 FILL SPECIFICATION No.465 2 E � cO T SS�ONAL �hG RESULTS: PERMEABLE MATERIAL.CLASS 1<2 MIN.IIN. MATERIAL NONCOMPACTEd SOIL DESCRIPTION: MED. FINE SAND, SOME SILT.0,74 GPDISF MATERIAL La TOWN%BARNSTABLE LCATION C�.� JT®!v L'- Y O! .✓ SEWAGE# ����, d VILLAGE(fv rr, /hG r�l�P ASSESSOR'S MAP&PARCEL 336 INSTALLERS NAME&PHONE NOAke-41v GQ•V57- SEPTIC TANK CAPACITY f g/S 7-e / ,S'O 6 LEACHING FACILITY:(type)/G F/3)'+ES/>r /�f' (size) x fry NO.OF BE//DROOMS OWNER S r Ile t,,/,I I a� PERMIT DATE: COMPLIANCE DATE: 7191o�1 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 �'�� . ✓��=��.� ` �� fir;-� G 33, , C 7 3`?1' 3 3 .33, 5- r `f3 13 13�'Poa/eS o �� ° r,' e I- No. Fee V X THE COMMONWEALTH OF'MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS V Application for Timm dY *paem Con.5truction Permit Application for a Permit to Construct( ) Repair 7) upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No " r j' Owner's Name,Address,and Tel.No. / S S;Q41'a%por Av i Assessor's Map/Parcel 336 4 7 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel o. 14 02G.- j)� 02 4 � Yh'�� 5 07y-?.)T/ Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 3 J� . gpd Plan Date A � Number of sheets Revision Date Title Size of Septic Tank t I I D Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place t e7system in operation until a Certificate of Compliance has been issued by this Board of Health. ...... @ Signed 7 CA Date J Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. / Date Issued Fee a/ THE COMMONWEALTH OFMAS'S �►CHUSETTS Entered in computer: r PUBLIC-HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS ves Rpplicatiou for..Ti5pogar * gtemc Cougtruction ermit Application for a Permit to Construct( j Repair /) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. --`"�jG Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 73 i Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel. o. t � 6 X- a� Type of Building: i Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder Other _ Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 3 IF Plan Date Z�j xD Number of sheets Revision Date Title Size of Septic Tank �-.)t 1,S i / o v Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) f -z Date last inspected: ) Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the?system in operation until a Certificate of Compliance has been issued by this Board of Health., Signed r l f�% Date Application Approved b ' f U /1 ; Date Application Disapproved by: ' Date r for the following reasons n Permit No. ' Date Issued ,_--------------------------- --_--_- ---_—_ x�M THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS °.. Certificate of Compliance THIS IS TO CERTIFY that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( ) Abandoned( )by at �� � p n/E% /fie 7- G i*, AC✓ h"construc rdance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer / `2 4 rJ Designer l� Y£ 2 #bedrooms Approved design flow . , gpd The issuance of this permit shall not be construed as a guarantee that the system will un tiolaa designed. Date -7 Wo9 Inspector t;✓ �J . Pr No. Fee l V` � , g, THE COMMONWEALTH OF MASSACHUSETTS 9 PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS f Migogal *pgtem Congtruction Permit Permission is hereby granted to Construct ( ) Repair ? -) Upgrade ( ) Abandon ( ) System located at .r -T d .>. � )- C b i ,�,, �'J�C� and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction 7ust be co .leted within three years of the date this pe it. j Date 1 Approved by `` Town of Barnstable 1WH� E' Regulatory Services Thomas F. Geiler, Director YAANgfABLL MAS& �o� Public Health Division pTFt639. Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 503-362-4644 Fax: 503-790-6304 Installer & Designer Certification Form Date: tzp4ewage Permit#o7OO I-20OAssessor's Map\Parcel Designer: Installer: '�9AC.'-J a -,s Address: ! :address: 13 a� Sin VJ Mk X� '9 On 1 . 6 ,0 9 A &,-'5 T VLN0was issued a permit to install a (date) (installer) septic system at & xev 1 based on a design drawn by (address) �4 W KS dated Z Q (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved chances such as lateral relocation of the distribution box an6'or septic tank. r I certify that .the septic system rzferenced 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 'o o . DAf , EN NI "�-_ R -� er's Signa re) `�'��No; 1140 SiE � SgNI ThO Design r's`Sianature Affix Designer's Stamp Here ( e ) ( p ) PLEASE RETURN TO BARNS ABLE 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 3-264doc IY401 AsBuilt Page 1 of 2 TOWN O BA STABLE LOCATION is ' /- To i✓E Y i�✓T SEWAGE#,)O69-- VILLAGE ,Q..,-.ASSESSOP'S MAP&PARCEL 336 - INSTALLERS NAME&PHONENO.9Qe-f/�O✓ � S—o�7 �J !3�1 SEPTIC TANK CAPACITY LEACHING FACILITY:(type)16�13,�e1Of FQK1r&F (size) 3 k X I/rot NO,OF BEDROOMS OWNER G- u r r C PERMIT DATE: 6 COMPLIANCE DATE: �1 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 yr, 7 33, 1 C 7 I"r,' 3 j;33.s" c'?r'cC?r `f3 134z 0,6 -c 4 5J http://issgl2/intranet/propdata/prebuilt.aspx?mappar=336027&seq=1 10/5/2015 LEGEND it PROPOSED CONTOUR BENCH MARK ® PROPOSED SPOT GRADE ` EXISTING CONTOUR PAINT SPOT ON BOULDER " -'-98-- + 96.52 EXISTING SPOT GRADE Epps pf ELEVATION = 29.96 BARNSTABLE GIS DATUM -W- EXISTING WATER SERVICE v I� TEST PIT 5 ft. Soil Removal (see note 17) 30 76.94 it- \\ O 20 22 24 26 2-8 / \i32 1- - 98.87 ft I - i�/� 1 �� \ _ LOCUS MAP N.T.S. 1d GENERAL NOTES: / f / \ 0 1 ! i /-Jl 11 \� > 1•_�CHANGES ALTO THIS PLAN MUST BE OESG ENGINEER. APPROVED PPR BY THE LOCAL ' 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS N\ / -�- \ `� OF THE STATE ENNRONMENTAL CODE,TITLE V,ANO ANY APPLMABLE / / / --- ---- LOCAL RULES AND REf:UlAT10N5.EXCEPT AS REQUESTED BELOW: °o / / / / / // / - - 310 CUR 15.405(1)(8): T -1 / ./ 1)A 3.0 FT.VARMCE FROM 310 CMR 15.221(7)TO ALLOW LEACHING TO BE 6.0 Fr BELOW GRADE VS REO'D 3 FT.ORI� /VENT PROVIDED) EWP �/ /^\ \ O 3.THE SEWAGE DISPOSAL SYSTEM SHALL NOT(BEOBACRIILLED PRIOR / TO IINSPECTION NSPEC�T�R D APPROVAL BY THE BOARD OF HEALTH AND THE 4.ANY CONDITIONS ENCOUNTERED WRING CONSTRUCTION DIFFERING zo-k�' .. / / f'xisting 1;5QOg - - - \ // ENDUING EER BEFORE CONSSTRUUCCTISjNNCCOK�IM REPORTED TO THE DESIGN /Septic Tank/ �' \� ��. WATE O S.ALL ELEVATIONS BASED ON ASSUMED DATUM. �< GATE S.THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF • 22� /�' / / % % / .1 R - HEALTH CONTRACTOR INSPECTIONS DURIN OWNER TO NOTIFY G CONSTRUCTION. � lIa y-- '\\ �\ ` 7.WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. \-334 8.ALL AREAS DISTURBED DURING CONSTRUCTION SHAD.BE RESTORED TO A OONDMON AGREED UPON 24 LOTETWEEN OWNER AND CONTRACTOR. O 9. R TO VERIFY THE IT SHALLCATION BE THE ALL RESPONUNDERGSIBILITY UTIL OF ITIES. PRIOR BEGINNING CONSTRUCTION. TF1_2 AREA = 26700 s` - 10.EXISTING LEACH PR TO BE PUMPED AND FILLED. J. 11.48 HOUR NOTICE FOR ENGINEER CERTIFICATION 26 j / (� I,- �\ \\G'I� 12.THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY O \\ \ AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY I\t ---\\T 13. NO PRIVATE WELLS WITHIN 100 FT.OF PROPOSED LEACHING / \ 36 14. ALL PIPING TO BE 4'SCH 40 ® 1/8'/fT OR AS NOTED. SYSTEM TIES i j % _ l �� \\ \ THE DESIGN OF THIS SYSTEM DOES 28\ / Existing 10)eo�hpf jl \� -- \\�� 15.FOR E USE OF A GARBAGE GRINDER T At1AW A-1: 21' B-1: 31' / A-2:�24.1' B-2: 31.8� - j / I ! \ \\� 16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING / \1i� 17. REMOVE ALL UNSUITABLE SOILS S FEET AROUND LEACHING C-3: 38.1' B-3: 33.5' / / 1 I \2 TO APPROX. EL.22.05 OR TOP OF C2 LAYER AND REPLACE C-4s 41.7' B-4: 38.6' / I I I t A WITH CLEAN MEDIUM SAND PER TITLE V. / / 1 I .- ;�- - 18. SOIL LAYERS/CONDITIONS MAY VARY FROM SOIL LOGS SHOWN. C-5: 33.4' B-5: 30.5' / - 06 175.45 ft 19. PROPERTY NOT IN ZONE II OR NITROGEN SENSITIVE AREA. C-6: 50.8' B-6: 57.7' 30 C-7: 44' 8-7: 52.6' �- 3~ 34 ���� °F �ss� SITE & SEPTIC PLAN - CERTIFIED AS-BUILT C-8(port): 47.8' 8-8(port): 54.3' DAM�RM. � 185 STONEY POINT ROAD, CUMMAQUID, MA C-9(port): 43' B-9(port): 50.8' No. 11140 " Prepared for: Louis Vuilleumier SURVEY REFERENCE: 20 0 5 15 40 LOT'.•L127 EnginaaNnq fry: SUNG)gnq br. VC-A E DRAWN DATE F LAND BY EO KEL.OGG, Civ. EIIg. DEEDawC A1221s �DARRENAL AYHYER R.B. dco_ y irl+uommw 1'=20' DMM 06/29/09 PLAN O DATED: LAND �NITAM1At' DEW PAGE#237 F.Lvra4NDW�AAaa:sn (308)364-0894 -BUILT DATE'CHECKED SHEET NO. ER 5, 1 KEL ae.sll¢vau 07/07/09 DMM 1 of 2 Money Point xis ing-Site an - APPLICANT: " ' ADDRESS: IDS 37Z)keY P0/';7- P" DESIGN FLOW: gpd REVIEWED BY: DATE: N/A OK NO Legal boundaries denoted [310 CMR 15.220(4)(a)] X Street, Lot,tax parcel number and lot number noted on plan [310 CMR 15.220(4)(u .] x Locus Provided 310 CMR 15.2204 t Plan proper scale?(1"=40' for plot plans, 1"=20' or fewer for components) [310 CMR 15.220(4)] Easements shown [310 CMR 15.220(4)(b)] System located totally on lot served [310 CMR 15.405(1)(a) for upgrades]- if not, a variance is required 310 CMR 15.412(4)] X Location of impervious surfaces (driveways,parking areas etc.) [310 CMR 15.220(4)(d)] K Location all buildings existing and proposed 310 CMR 15.220(4)(c)] Location and dimensions of system components and reserve areas [310 CMR 15.220(4)(e)] y k System Calculations 310 CMR 15.2200)(01 daily flow X septic tank capacity (required andprovided) X soil absorption system (required andprovided) k whether system designed for garbage grindei North arrow [310 CMR 15.220(4)( )] X Existing and proposed contours [310 CMR 15.220(4)( )] �( Location and log of deep observation holes (existing grade el. on each test) [310 CMR 15.220(4)(h)] Names of soil evaluator and BOH representative[310 CMR 15.220(4)(h) and (i)] X Location. and date of percolation.tests (performed at proper elevation?) [310 CMR 15.220(4)(i)] Percolation test results match loading rate? [310 CMR 15.2421 X , Certification statement by Soil Evaluator [310 CMR 15.220(4) •)] X Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR 15.220(4)(n)] �( Location of every water supply,public and private,_[310 CMR 15.220(4)(k)] k . Address l 7-0 P29) N 1 ►' Sheet I of 7 i fiT w.x 4&. f , within 400 feet of the proposed system location in the case of surface water supplies and grayel packed public water supply K within 250 feet of the ro osed system location in the case X within 150 feet of the proposed system location in the case of private water supply wells X 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 Ether-'subsurface utilities located [310 CMR 15.220(4)(m) (if water line cross see 310 CMR 15.211 1) 1 ) X Profile of system showing invert elevations of all system components and the bottom of the SAS 310 CMR15.220 4 o) x Stamp of designer 310 CMR.15.220 1 and 310 CMR 15.220(2)] Stamp of Registered Land Surveyor(required if construction activities within 5 ft.of lot line) [310 CMR 15.220(3)] k Test Holes adequate (two in each of the primary and reserve unless trenches as permitted in 310 CMR 15.102(2) or as approved for an upgrade under LUA at 310 CMR 15.405(1)(k)] X Test hole adequate to demonstrate four feet of suitable material? 310 CMR 15.103(4)] X Test Holes adequate to confirm adequate groundwater separation? X [310 CMR 1.5.103(3)] Benchmark within 50-75'of system [310 CMR 15.220(4)( )] X Materials specifications noted? [various sections of 310 CMR 15.000] System components not> 36" deep(unless Local Upgrade X Approval or LUA.requested)f310 CMR 15.405(1(b) Address 1�5 Sfiot Po) ry P-p— Sheet 2 of 7 Size OK? '[310 CMR 15.223(1)] Inlet tee located ten inches below flow line 310 CMR 15.227(6)] X Outlet tee 14" or 14" + 5"per foot for increase ft depth [310 CMR 15.227(6)] X Outlet tee with gas baffle or a -"roved filter [310 CMR 15.227(4)] Note regarding installation on stable compacted base [310 CMR X 15.228(1)] Separation between inlet and outlet tees (no less than liquid depth) 310 CMR 15.227(2)] Inlet/Outlet elevations at least 12" above high groundwater (except as described 310 CMR 15.227(5)) or permitted for upgrades under LUA [310 CMR 15.405(1)(k)] Minimum cover 9" (Tanks buried more than 9" must have risers on all openings and on the d-box) [310 CMR 15.2228(1) and 310 CMR 15.232(3)(f)] X Three access covers (inlet and outlet must be 20" or greater) middle access at least 8" (b' 7/07) [310 CMR 15.228(2)] Access to within 6 "-of grade - one port for system gs 1000gpd, two fors stems>1000 gpd 310 CMR 15.228(2) X All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] > 10 ft from building foundation [310 CMR 15.211(1)] - X Buoyancy calculation Required/Done 1310 CMR 15.221(8) X 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 d [310 CMR 15.223(l)(b)] X 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 as baffle or approved filter[310 CMR 15.224(4)] Address I " S S���Y 1 01 N i �� Sheet 3 of 7 Located at leastten feet from any waterline? [310 CMR 15.222(2)] jC Disposal piping at least 18"below waterline (when water and sewer cross, see 310.CMR 15.211(011]) Cleanouts required/provided ? [310 CMR 15.222(8)] X. Thrust blocks specified in force mains?310 CMR 15.221(6)(c)] X Slope of sewer line not less than 0.01 (1/811/ft) 0.02 preferable _ Ln 10 CMR 15.222(6)]oper pitch on all runs?(.005 within gravity-distributed trenches d beds) r310 CMR 15.251(9) and 310 CMR 15.252(2)(c)] X Siphonproblem/ leachfield below pump chamber) x Endca s or vent manifoldspecified? X 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)] Materials specified (310 CMR 15.251(5) specifies various pipe types allowed) X Stable compacted base [310 CMR 15.22](2) and 310 CMR 15.232(2)(a)] X 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)] X Riser if dee er than 9" [310 CMR 15.232(3)( ] X Inside minimum dimension 12" [310 CMR 15.232(2)(b)] X Minimum sum 6" [310 CMR 15.232(3)(e)] Watertight cover if<2000gpd); waterproof manhole if>2000gpd [310 CMR 15.232(3)(d)] X Capacity(emergency storage above working=design flow)?[310 CMR 231(2)] x Proper setbacks [310 CMR 15.211 (same as septic tanks)] Watertight 20-in minium access manhole at least 20"MUST BE TO GRADE [310 CMR 15.231(5)] Service components accessible (not too deep,with piping, disconnects accessible) Alarm floats - alarm on circuit separate from Pumps specified? Exceeds two units must have two pumps operating in lead-lag mode. [31 Q.CMR 15.231(6) and (8)] Stable Com acted Base [310 CMR 15.221(2)] Buoyancy calculations needed ?Provided? [310 CMR 15.221(8)] Address ��� STo�l�y IDp,nlj Sheet 4 of 7 1;µy' v Calculations correct? 4 feet of naturally occurring material demonstrated?[310 CMR 15.240(1)] Required separation togroundwater? 310 CMR 15.212).] )C Aggregate specified as double washed [310 CMR 15.247(2)] System Venting required/provided? (system under driveway or >36" deep) [310 CMR 152411 X Inspection ports specified and within 3"•fnal grade? [310.0 R 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 X Guidance Document] Chambers and Gal. in trench configuration supplied with inlet every 20 ft. [310 CMR 15.253(6)] X Each structure with one inspection manhole(if>2000 gpd must be tograde) 310 CMR 15.253(2)] Aggregate 1'minimum-4'maximum. 310 CMR 15.253(1)(b)] )( 2'sidewall credit maximum [310 CMR 15.253(1)(a)] X. In bed configuration, inlet every 40 s . ft. [310 CMR 15.253(6)] )e\ Width 2'minimum 3'maximum 310 CMR 15.251(1) b) X � 100 feet-maximum length 310 CMR 15.251 1)(a) Minimum separation 2x effective depth or.width whichever eater(3x if reserve between trenches) [310 CMR 251 1)(d)] Situated along contours 1310 CMR 15.251(2)) Breakout OK? [310 CMR 15.211(l)[4] and Guidance Document] minimum 2 distribution lines [310 CMR 15.252(2)(a)] X 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)] p e i Aggregate de th below discharge pipes 6"minimum, 12" maximum. [310 CMR 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)] 71 r x Address �g 5T71��. �d J�al'�` �� . Sheet 5 of 7 Pressure Dosed System ? Provided pump and piping calculations as re uired 310 CMR 15:220 4 r)] Pressure dosingre uired >q on all systems 2000gpd or alternative systems unde'*medial approval [310 CMR 15.254(2)and I/A Remedial Use Approvals x If used in gravelless system -make sure jet is directed as not to scour soil interface [Guidance Document] X Inspections once per year(systems<2000 gpd) or quarterly (>2000 dgood to note on plan [310 CMR 15.254(2)(d)] X Construction in fill -Did the plan specify that the fill shall meet the specification of 310 CMR 15.255(3)9 Im envious barrier and/or retaining wall ? Guidance Document] X � Impervious barrier installation must be supervised by designer[31'0 CMR 15.255(2)(b)] X Retaining wall must be designed by Registered Professional En ineer [310 CMR 15.255(2)(a)] x Side slope not exceed 3:1 ? 310 CMR 15.255(2)] x Breakout requirements met? [310 CMR 15.252(2)and Guidance Document] X At least 5 ft. from impervious barrier to edge of SAS (10 ft. recommended) [3l0 CMR 15.255 (2)(e)] X r Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface ft 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 s alplicant submitted a copy of a maintenance Are the variances listed on the plan ? [310 CMR 15.220 (4)( )] X RLS Stamp necessary on plan if a component is within five feet of property line [310 CMR 15.412(4)] New construction or increased flow proposed - [Refer to 310 CMR 15.414] x Address 1%5 P, Po, Sheet 6 of 7 f Is the system in a Designated Nitrogen Sensitive Area(Zone II for a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and 310 CMR 15.216 - also refer to Policy regarding upgrades of such X existing systems] Is the system proposed on the same lot as served by private well ? [310 CMR 15.214(2)] X, Are the nitrogen loads proposed in compliance? [310 CMR 15.216(1)] X Pumping to septic tank? [ 310 CMR 15.229 Shared System [310 CMR 15.290] x Address ��� S���� L' 1 Sheet 7 of 7 E, ' TOWN OF BARNSTABLE LOCATION o/�� STov+��Y �i��/�� SEWAGE # f-3 3 VILLAGE Cys�/ai�9r�id ASSESSORS MAP Cz LOT . ,3f,--a INSTALLER'S NAME PHONE NO.X' A6M s ,-S ;�' SEPTIC TANK CAPACITY /sw l0 C/9/ LEACHING FACILITY:(type) L e--9 e N ?/f .(size)6 00 CA , r- NO. OF BEDROOMS PRIVATE WELL OR,P,UBLIC WATER/Z3 ,,,,. BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED• -a � VARIANCE GRANTED: Yes No S�vrvcY fCG�> 33 7WO No...... ._ Fa THE COMMONWEALTH OF MASSACHUSETTS B ARD OF HEALTH 1 ............. !...OF............../�,.�( �T�(�mil/ 1:L1!.. ...... '.�J........................... Appliration for Disposal Warks C> onstrudion Frrmi# Application is hereby made for a Permit to Construct or Repair ( ) an individual Sewage Disposal System at: J V .......5:r0,\J ..7 ......... C1 - -- . ....�.�1.... or _""` Locati}LAddress ........................................................Lot No_.......................».«... ... . w G� 1 VV1 Q J0 ^7- Address ner _"'L__ •................................ .......Installer__.... ....------•---........._ ............_ ..._....._ ..........—Address•---...-1i:��................ � Type of Building Size Lot----- .Sq. feet U Dwelling No. of Bedrooms................. -_Ex ansion Attic� g= .........--•----•---- p � ( ) Garbage Grinder ( ) 04 Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other u es W94 Design Flow,_-_-•_-__--- ...�......... . .... llons per_•pai*e4- er Oy. Total , f qw......-- -_ g dons. � ..... -- •--•••.......... W Septic Tank—Liquid capacity.._ Ilons Length. _..�? Width:....__. �. Diameter.......... } 6�� ...._ � _..... Depth.�..,f�,. x Disposal Trench—No. .............. Width.....:-......_.._.. Total Len .................... Total leaching ­.'sq.p . .... - Length area.............;;..... ft. 3 Seepage Pit No...........1........ Diameter....12 _..._ Depth below inlet.�.e.�...... Total leaching area.1:6_.:0sq. ft. Z Other Distribution box D 0 Dosing tank �—�+) `4 Percolation Test Results Performed b IZ 'f—E�!1 F� �,c..:... 'Date.... k jaa........... ,.a Test Pit No. 1....Fk!Vminutes per inch Depth of Test Pit...� i.. Depth to ground water...: fi Test Pit No. 2..... .minutes per inch Depth of Test 'Pit...... jr.—... Depth to ground water......... .... 0 _.b. tj k-E................a•- .. -...... ... De - tionofSoil_ Q' '- ...SLL.T C(./ :. ................... O._.. W ......................• ----.............------........._..........-----------...-•----••• -:--•-'•••--.......----- ......----- �fl t �� �G67 ti(b�l • .................�. M� U Nature of Repairs or Alterations—Answer when applicable................................................................................................ ...................•••-•----•-•.............--•-•---------•...............••--•...._..••••••........................-----•------...--•••---•••-......................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of A I':LZ 5 of the State Sanitary Code— The undersigned further agrees not'to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed..........._•............ .....•---__.__........_....._............••••....__.... .........................._.... .... . • Datq Application Approved B ��`-•................. .............• -•- Ste-........................... PP PP Y ---•9... . Date Application Disapproved for the following reasons:...................................................................••---••---.............................___ ...................•----••----•--•--.......-----..........---.....---•-••-------••---•--........_.......................................---•---•-••---••--•-•-•-...._..............---......_...........: Due Permit No........�a ...�..._.................. ... Issued............... ........ ............. . No.«...,.�.......«:. Fas..........................._ THE COMMONWEALTH OF MASSACHUSETTS BOARD OFFHEALTH...... OF . ......1:/*'ti. ... !..`...!r .LE Appliratiun for Bi-s.pu,iul Workii Tonutrurtiun rrrmit Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal System at: v `��oc _ n 4 • __._._ .... ....:[.1..2........_. «... Q,l l..i-........al.1.f�..--• ---- . ---------.........�.....I......... ................— — — .._.... ationr Address . ..................... ........._-•-•--.............................Lot .No---.....-----...•........«.«. � G,/�Yl(Dn� C. t i VY1 T-A-vL—T Address Installer Address Type of Building -'7 Size Lot.......-r'..................Sq. feet U Dwelling— No. of Bedrooms............. ....... Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Other fixt es 4#--- .. --• - -` -- --------------gallons. W Design Flow................................... .. ..gallons per person per day. Total tiaid flow....---.-----.---._...---•.-- gal W Di04 Sestosal Trench ic iqu�docapacrty.�. lVgladl�hns Length Total�Len�hidth.--:fl-, G:_ Diameter................ Dt thL..._._.._.... x p g ......... Total leaching area...................sq. ft. r 3 Seepage Pit No..................... Diameter......... Depth below inlet... ...... Total leaching area...... .:S..sq. ft. z Other Distribution box 00 Dosing tank ) Percolation Test Results I Performed by......... .:.:........:: ...�:.k:,__....... Test Pit No. 1.......:..:.::minutes per inch Depth of Test Pit... 4..1r... Depth to ground water............ �...... P P ��� P g .lr L:., Test Pit No. 2.....:..........minutes per inch Depth of Test Pit....._....._..... Depth to round water.............. O Description of S( JI-J, .L?:_. 't :r: .cl -•--•-••-•-•...,......1-4 ...........................`... -...... ...} 4 �r t u� t. N..c l vt j-� ..... ....: �.�'. :..��..' --Z- ......i..._... .... `..!-.et: �fc ; h 4;+ l.Ff�rZ. ..... .:.... ......... w ................................................................................................ ...................................1.'� ........�7 :-T_....';fir...•........._:.---•--. U Nature of Repairs or Alterations—Answer when applicable............................................................................................... ...-------•--------•------------------------------------•-•-•-•----.................••--••............-•--•-•-------------••••-•••----...---•-•--.....-•••--•--••••-----•-•-•-----------........•..... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLL 5 of the State Sanitary Code — The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed.................•--••••-•--•---•....---•-•--•-........---••--•-.......-••---......... .......................... Date ApplicationApproved By.............. ...................................................:............................... __...--- ..... Date Application Disapproved for the following reasons:............................................................................................................-_. -•••------•--••--••........................••-•-.....................................--•---•----••--•--•--•-......-•_....._._...-•••---•-••--•-•--.....--•••--••-••......••---••--•.......-•--...•--- lz, Permit No..... ... ..... d Date .........___ Issue .......................................................Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ......�.........................OF... . ................: ....... ............................................. Trrtif iratr of Tuntphanrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by................................. .............................._.....�1.'...............................................ins...... ...........•--•--.................................................................-.......... ller at.................. �� o K z5,r� vim^ G �.:1.... ......__.... . ................... .... .... .•----•............._....-••---._...--•---........._................. ..._................................. has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No...... .-�.�..............�. dated......................L. [-Z.t............ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE............................. .................................................. Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .. OF...........................::t2iVS No......................... Fax........................ Disposal Work.9 Tnnstrurtinn VarA t Permission is hereby granted..................................:!-------._ to Construct ( ) or Repair ( ) an Individual Sewage Disposal System atNo....................•---•-•----.....-•----....._...........---...-----.............--•-•-•-----.._..... •. ----.._..------•-•--•---....•..........---•--..........._...__._.................. Street as shown on the application for Disposal Works Construction Permit No..................... Dated.......................................... .................................................-•-•-•---........................................................ Board of Health DATE.............................................................................._ Reuman Residence Z gg� -AILA, z Proposed Garage Addition xisting eptic ','S field to field to ain 185 Stoney Point Rd MU Barnstable, MA floweran W P shrub plantings to KE", 02630 RR remain r"Existing lawn to remain; V.� A repair as required after gn'_p" 1A., L 'R - v, completion of addition"NO W'' Map 336 Lot 027 "'k FRI' c apron FY 11 14 CUR 7 Adjust gr de of ARCHITECT 7 RE" ove existing wood 0.4 i4 taining wall and sl 01 re existing one �Qy "Q teps t v to basement entrance conc. garage apron 46 Allen Place driveway to meet 4' Roundel 47 LLC �5 15' Ali �ct ex. basem( Ifilng Scituate, MA 02066 drain and piping to ex. drywall from damag( Existing stoi and entrance to remain 781-545 0064 voice lftsw�_ 781-545-0166 fax N Proposed 12 "'.'r 55 1' wall with 7 ris Awk IN contact@roundel47.com bas A&I" new "'�W roof leaders to 6 ft o Re route ex. and V 47� k' REVISION M ting ecks Pyi D7-25-15 OKHHD dircift drywall located below X to remain "V 1, iay ass Dwn Ak. D8-05-15 OKHHD final a v'' 0"M -16-15 Garage apron )9 .......... ".A M Exis ng ouse 39-27-1 Framing, notes M., 5 to remain AT,- A '0_ A, F. 10, '9�.'A, -0 z :isting mature trees ITITT M-Aiwy� -fa, A'p A sN 12�:AN, lwn PF to remain throughout MA". property DATE DESCRIPTION 51� �_2 WKNEwe, PROJECT NO: 47241 SAK W T -xv "'V 2_ MODEL FILE: 47241-CAD DRAWN BY: MJW DRYWELL NOTES CHKD BY: MJW 1. Existing drywall serving roof and basement landing drainage to be 185 Stoney Point Rd Proposed Site Plan COPYRIGHT protected and maintained for new basement stair S 20' SHEET TITLE 2. Disconnect ex. roof leader tie-in to ex. drywall at street-side 3. Provide new 4" SDR35 PVC piping from ex. roof leader disconnect 4 L .2(J 0 07 -20 0 Proposed Site Plan point to new drywall under driveway 1� k 0 4. Tie-in new garage roof leaders to new drywall 5. New drywell to be 6 ft o and 3 ft deep with 1 ft compacted stone t cover ER 6. Excavate drywell to native soil, verify percolation rate satisfactory 7. Line drywell with geo-textile fabric; fill with 3/4"to 1 1/2"stone in 12" .3 20 0 5 15 40 lifts; cover with geo-textile fabric before placing 1 ft cover course NAL A-1 k4? Ridge vent 2x12 ridge Reu man Extend ex.dining rm.ridge to n. «Y y 3/4"plywood gusset @ 48"o.c. Residence garage roof r;tex <t Frame 3)rafter bays with 2x8s @ 16"o.c.for headroom at stair �� r` 2x6 cross-tie @ 48"o.c. Proposed Garage Xx, a' Addition 2x12 rafter @ 16"o.c. �� r„ 10 1/4"kraft face 185 Stoney Point Rd Ex.Dining Rm.gable ti fiberglass batt R38C yX6C �� Barnstable MA 1"vent space 02630 t>r I r rz 5/8"weather resistant OSB ,•, x r sheathing with taped seams;40 yr asphalt shingles;provide2) Map 336 Lot 027 courses of ice-water shield membrane from eave r`y I00 Match ex.venting eave detail r a I t >r> < r I ARCHITECT Roundel 47 LLC 46 Allen Place Spiral stair landing;see 3/4"plywood Scituate, MA 02066 \ plan / gusset @ 48"o.c. 3/4"t&g subfloor glued 2x4 wall stud @ 16"o.o. 781-545-0064 voice \\ Line of 2 1 3/4 x 9 1/4 and ring nailed p P \ LVL beam continuous to to late 781-545-0166 fax J. 2 ccSPF insulation at rim board rounde contact@l47.com _--- _ 1 1/4"LVL rim board Line of 2)1 314 x 11 1/4 blocking between joists REVISION LLJ — LVL beam ------------------- — — — and studs 7-25-15 OKHHD draft i 11 7/8"TJ1230 joists 8-05-15 OKHHD final Remove ex.Dining Rm window and infill with 5/8"Type X bd. 9-16-15 arage apron bearing wall construction to ceiling on 1x3yfurring fD support TJI joists 5 1/2"kraft face 09-27-151 Framing, notes �a 5/8"Type X gyp.bd.to fiberglass batt R21 separate new garage from ex.dining rm. 1/2"weather resistant OSB sheathing with taped seams; 1/4"rain screen;5"exposure red cedar shingle siding DATE DESCRIPTION Ex.spiral stair with 1" overlay treads to create min. 4"reinf.concre a lab; itch to PROJECT NO: 47241 P 1 1/2"0 anchor bolts @ 32"o.c. 7 1/2"depth at 12"from exterior garage do r ;install over max.with 12"embed; PT 2x4 M MODEL FILE: 47241-CAD narrowest point 10 mil reinf.pol t ylene vapor sill over sill sealer retarder and 6"c m acted stone over un is urbe su gra a DRAWN BY: MJW P�It%OF M 0 J CHK'D BY: MJW o= THOMASM.� �� COPYRIGHT CALLE SHEET TITLE oQr Section 6 E o v 0 0 Building Section A-6 3'-9„ 8) 9 1/8" risers from landing to 2nd Reuman level; 8) ex. spiral stair treads N. stair to deck Residence / - N. deck railing (see l Proposed Garage O Spiral stair Ilffset sulfiicient room for / I elevation for notes) o Addition ©- garagelanding width a�f ture do t/ — — Replace ex. decking - - °' ° I I 185 Stoney Point Rd Barnstable, MA 0 o I / I 02630 7 Ex. I / I : — — — — — — — Ex. basement below I I I 4) 9 1/16" risers from garage to n. Map 336 Lot O27 landing; 3) ex. spiral stair treads CV Guard wall at 36"above landing; ARCHITECT T-2" 2x4 studs with 1/2"drywall finish 4 1/2" Landing at 36 1/4"above garage Roundel 47 LLC floor; approx. equal to ex. Dining Rm 46 Allen Place Scituate, MA 02066 Typical ext. wall: = Co 2x4 16" o.c. = o aD 781-545-0064 voice ''11 @ " 1/2"Zipsystem sheathing co " N 781-545-0166 fax ;� N o 1/4"vertical channel rainscreen -, o I I �, I 5"exposure red cedar shingles N contact@rounde147.com Ex. Dining Rm. Line of 8" reinf. conc. foundation REVISION 7-25-15 OKHHD draft 2) 2x6+ 1/2" plywood header Remove ex. dining rm. window 8-05-15 OKHHD final and siding; sheath wall with 1) 9-16-15 Garage apron layer 5/8"Type X gyp. bd. �� � 9-27-15 Framing, notes 4"fiber-m'es1� reinf.canc. slab; pitch to glarage doors 1/8" per ft. / / 2) 1 3/4 x 7 1/4 L L header at typ. / gar9ge door openin4 - I / I I / N I DATE DESCRIPTION / �iN of MAss I . / / 4 ft reinf.(concrete apron itch to I PROJECT NO: 47241 4 I / I I .meet grade X I z THOU / / � MODEL FILE: 47241-CAD Y ———————————— ——— ——————— � _ � _ DRAWN BY: MJW v 10 4 7 1/4 8'-4 1/2" 11211 8'-4 1/2" 7 1/4" CHK'D BY: MJW 9 �1sYE " COPYRIGHT ssiowal EEO\ 5 1/4' 19'-3" 51/4 LO 20'-1 1/2" SHEET TITLE Garage Floor Plan of sheathing Gara a Floor Plan 1 g A-7 6-6 3/4" 4x4 post below beam bearing, typ. Reuman T-9 3/4iz I Residence 2) 2x8+ 1/2" plywood beam . 2x8 rafters @ 16"o.c. for n. deck ____�--—_ —___ __ _- Proposed Garage roof; match ex. eave o 7 1 1/4" LVU rim board at joist ends Addition 1 © -_ -.t________________ N T __ 185 Stoney Point Rd n n Q n n n n \ II ' 2) 1 3 4 x 9 1/4ZVL beam 2; top o i II�_beam�2 =t�of beam 1 -------- Barnstable, MA I II II II II II II II II - I --=— --------------- I II II II II II II I) II I I II Use II IIII IIII IIII IIII IIII IIII IIII IIII II II I ---III—_ e . spiral stair landing for riser 11 " 02630 -- ------- _ —� —_ _—_ _ 2)TJI'joist cantilever over beam I II II II II II II II II I I I =_lf —- -_—_--_--- — —__--- ----_-- ___ -__ __ __________— ______-_ . M a p 336 6 Lot 027 =-- = __ _ _ -----------x 26- -eam 1; ARCHITECT77 _d _g _ o _______ fcame-top,-ofhearn 1—=1np.plate hela%--_ — — 2x6 cleat flat on ex. dining 1 1/4" LV�rim board blocking Roundel 47 LLC sheathing _______________-r=— _____--- 46Allen Place I I ) a, Scituate, MA 02066 I 2x4 @ 16"o.c. knee wall stud (D is 781-545-0064 voice ----------=—exte ed-t i lat l =______— -1 N 781-545-0166 fax I N O O N contact@roundel47.com I REVISION l 3/4" plywood ea. si a gusset 48"o.c. 7-25-15 OKHHD draft PY 9 @ 11 7/8"TJI 30 joists @ 16"o.c. 8-05-15 OKHHD final ___________ ------�- 9-16-15 Garage apron I ________________ _—_—_—_—_—_—_—_—_------- 9-27-15 Framing, notes �= 3/4"t&g subfloor4lued and ring nailed = ----------------+_______--- — -- ----- (,. 2x4 @ 16"o.c. gable wall stud to sill --------_plate above plywoold and LVL rim board -- ---- DATE DESCRIPTION PROJECT NO: 47241 ----- — -- tN OF M.4,3 I MODEL FILE: 47241-CAD nOMAs ��,� DRAWN BY: IVIJW 7d C CHK'D BY: MJW • 10'-0" �4 r COPYRIGHT GISTS SIONAL 0� 20'-1 1/2" SHEET TITLE r - 20'-0"to ext. face Storage Level Floor of sheathing Plan Storage Level Floor Plan A-8 Reuman Residence ----------------- Proposed Garage Addition ---------- ---------- 185 Stoney Point Rd Barnstable, MA T---------- 02630 ---------- 027 Deck roof below; see 2nd floor -------- Map ot framing plan II I ARCHITECT Roundel 47 LLC Extend ridge of ex. dining rm. roof Gp-,Tft CIF W,- —————— 46 Allen Place with 2x6 @ 16"o.c. rafter framing to I F, I Wi A pi 61 Scituate, MA 02066 I A o.c. all rafter tails 2x6 cleat on n. garage roof sheating =-1- __=====----------------- 11 IT il— 781-545-0064 voice -545-0166 fax I =#==4 781 —————---—---L= contact@roundel47.com e----—————————————— —— T REVISION EX collar===t i a=a=nd 3/4" plywood 1 37-25-15 OKHHD draft Ex. dining room roof gusset@ 48" o ————— 38-05-15 OKHHD final ——————— 39-16-15 Garage apron 39-27-15 Framing, notes 2x12 rafters @ 16"o.c. ----------------- _—--———————————— ————T DATE IDESCRIPTION T---- OF $4 2x12 ridge PROJECT NO: 47241 4 MODEL FILE: 47241-CAD M Ry, ——————————— DRAWN BY: MiW L CHK'D BY: MiW COPYRIGHT SHEET TITLE Garage Roof Plan Garage Roof Plan A-9 Reuman Residence c Addition ` Ex'Weathered Wood' r `" - r asphalt shingle roofing 185 Stoney Point Rd Barnstable, MA 02630 f Ex red cedar shingle siding Map 336 / Lot 027 ARCHITECT Roundel 47 LLC Ex casement windows with 1 x4 : g jamb and head trim 46 Allen Place Scituate, MA 02066 Ex ptd wd 1 x6 water table and r 781-545-0064 voice corner boards n - - 81 545 0166 fax u. w Existing Elevation, East (Stoney Point Rd elevation) contact@roundel47.com REVISION 7-25-15 OKHHD draft 8-05-15 OKHHD final Extend ex roof to meet prop addition; dashed line indicates ! match line of ex to prop M Prop 10:12 gable roof to match z ex dining room Prop casement window with 1x4 DATE DESCRIPTION jamb and head trim to match ex - - _ 2nd fir windows PROJECT NO: 47241 Prop gabletrim (1x6 1x3) an - tr + d MODEL FILE' 47241 CAD w.: w ) scalloped eave trim to match ex DRAWN BY: MJW gable and eave trim CHK'D BY: MJW Prop red cedar shingle siding to COPYRIGHT match ex _ rx .. N -, �; � �, � �,,� SHEET TITLE Prop 4-panel overhead garage g g East Elevations door; see specification sheet r ... Prop ptd wd 1 x6 water table and corner boards to match ex Prop garage slab elevation set to meet ex grades 2 �' 11871 ed Elevation, East (Stoney Point Rd elevation) A-2 0 MNF� �'• �•a.�a+.r er.. .•.�r>trr••pliA �IIM�_ a.i ®,{trees rr�.r'w�'v"'e•>�.r�..��,rsan a..i � • • • ##.tWm==iYe ties RP"•#M.f �rk..we- /> >kiF`•'�Gi.If#Y#8ir.'r.�tw R"•7t -w .er�r+W�M++r � • • • .��#tt.1 �"'•••Mr•.tltffi•rA•4 ba!i !'^lIII.I � _ '',�Y�. 1c#r�'aY1Ic.Z1lWYR4 t.A�# •.All `.,i11r 74 r _ • — •w �atfs 71r Me4lM#IiAtl►f.�#I.,IF ♦'.�ii1YG:r %•e'�A. `.Ir .a/ri9t 3k!"MWp'}r� '.ii Y:�x • • -.• s•kr.l•eAMtp •v" ^! #riA++"1i'n^fr.S'"v`�H#W.'.Yt ftqi•R• lik.bde•l. �. ''^v\!it!L `•"�# `•f•6-i•. • >iloW;Now.'El tt?Yb4muhP l!-on.4u T /r#..hn I •O - `yll t 6.M i vrk.. c+'•.7-e. mar:. A �iMcM i"! h. ~ `ffi•.e�+r•1I• +Ik4 M i... •J.? y6 ■ N.a W ij �.4!•!f" l: R'3 � �•l:,+t..kD' . .tl•�j%i'ra •d'.. 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Reuman 3'-9 3/4" Residence 2)2x8 + 1/2" plywood beam —— — —- - _- _ _-_______________ Proposed Garage 2x8 rafters @ 16"o.c. for n. deck 1 1/4" LVL rim board at joist ends p g roof; match ex. eave o j i Addition © --_ -------------- ----------- �„� ,o 11 ---- 1 N o __ 185 Stoney Point Rd (1 (1 (1 fl (l (> fl \ II,' 2) 1 3 4 x 9 1/4 LVL beam 2; top of I Barnstable MA _ __ ___ _ I I�_beam 2 =t2p of beam 1 ———————— I II II II II II II II II I --===-------------- I II II II II II II II II II 1 II Use ep. spiral stair landing for riser 11 02630 I II II II II II II II II II I ——==—L=___—__—--_—_ I II II II II it II II II II I I III 2)TJIIjoist cantilever over beam I II II II II II II II II II I I ==l1 --L ----- --- - Ma 336 Lot 027 � 4L�2j1 3/4 x 11 1/ 2600) beam 1;r_I I ARCHITECT —_______=frame-top of hearn 1__=AQp_plate.hElnw=______ I_.---- 1 1/4" L nm-board-blocking I Roundel 47 LLC 2x6 cleat flat on ex. dining rm. roof ___ - sheathing ( — ------ ---` -- --___ 46AIlen Place I ��; f� �{�———— a, Scituate, MA 02066 --43'x-30'rhatchTea_— I ,I I (1) 6 781-545-0064 voice ea. side; 3/4" plywood —11 7/8"TJ1230 header I o 0 7$1-545-0166 fax 0o - in R1: Add4'x5' nominal ` __= v�2x6fiam�— II �I� II �I� II —_—____--_— I cv o 0 I ------------� L�� L opening hatch —— �L,_ L ——_—- ------------- ---------- _ -- N contact@roundel47.com `, 2) 11 7/8"TJI 30 beam ea. side of_1 r _. atsdil�penin F1 -9- REVISION ---�x4 oC_.weewlsUd I ----------- extended titopLp ate below TJI — I 7-25-15 OKHHD draft I 2x4 knee wall stud and blocking with I 8-05-15 OKHHD final 3/4"plywood ea. si egusset a�48" ------------- -----------= 9-16-15 Garage apron —'_______----------- 9-27-15 Framing, notes ------------ 11 7/8''TJ130 joists @ 16" o.c. --y 1 10-02-15 R1:Add hatch 3/4"t&g subfloor glued and ring nailed 1 h 2x4 @ 16"o.c. gable wall stud to sill -------_-plate above plywood and LVL rim board --_— DATE DESCRIPTION PROJECT NO: 47241 —--- -------—--- -------- ------- � � MODEL FILE: 47241-CAD DRAWN BY: MJW CHK'D BY: MJW 10'-0" _ COPYRIGHT 20'-1 1/2" J SHEET TITLE 20'-0"to ext.face Storage Level Floor of sheathing Plan Storage Level Floor Plan SCALE. 1/4 1 0 A-8 OF s LEGEND r ,b � � y ce 0 PROPOSED CONTOUR... � ® PROPOSED SPOT GRADE- BENCH /tea -� MARKAn _ ,_. PAINT SPOT ON BOULDER — 9S EXISTING CONTOUR' ' " t Av. + 96.52 EXISTING SPOT GRADE e• = S E ELEVATION — 29.96 a` Eoo� o SHIiAR�f'� BARNSTABLE GIS DATUM W EXISTING WATER SERVICE ' m P TEST PIT �rv1 Z�l0 5 ft. Soil Rernovol Vk Q _� { (see note 17) l 6 _ } Nn �•• rr�� S� �n�.oi 30 _76`- — Msp von l �.o 20 22 24 26 28 98.87 ft ! 1- --- L.. - -"`-•_•_-_ _ LOCUS MAP N.T.S. GENE RAL NOTES: \ / f°o / / "= ` / �a 1• ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. -��� \0 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS / `A OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE so�`\ // /// / ————— \� LOCAL RULES AND REGULATIONS. ( �; 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE 13ACKFILLED PRIOR \ / / // // T —1 J ; VEW PY \k��"�\• TOESINSPECTI NEER D APPROVAL BY THE BOARD OF HEALTH AND THE DGN4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN V. ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 20 / / �� -mot-- �-_-� \\ // 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF �xisting 1,5gOg I THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF eptic Tank ����, \�� WATER' HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. — ��< WATER. HEALTH 7• WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. i� �(�� -�---- S. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED i / / a \ 2 2 / R AND CONTRACTOR. 100, / TO A CONDITION AGREED UPON BETWEEN OWNER i � EEO S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 24 / / / / V LOT 27 010: EXISTING LEACH PIT TO BE PUMPED AND FILLED. \ /• / / / Z 11. 48'HOUR NOTICE,FOR ENGINEER CERTIFICATION AREA = 2 6 7 00. s f y( - 12. THIS PLAN IS'TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY TH-2 / f- � 2 \ ` \ �� AND IS NOT TO BE'CONSIDERED A PROPERTY LINE SURVEY \ 0 (0 \ \ Gl 13. NO PRIVATE WELLS WITHIN 100 FT.i OF PROPOSED LEACHING 2Fi ,\. // / '� (yf IL �� ' - \ i \ 14. ALL PIPING TO BE 4"; SCH 40 ® 1/8-/FT (UNLESS SPECIFIED OTHERWISE) 0 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW LLJ 0 Q \\ FOR THE USE OF A GARBAGE GRINDER p J -r- --!� 3616. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING 28 \ j Existing Lea hpit l \�� ���� \\ `\\ p 17. REMOVE ALL UNSUITABLE SOILS 5 FEET AROUND LEACHING TO APPROX. " \,\ (Note 10) j // -" \ \'\\\7 EL.22.05 OR TOP OF C2 LAYER AND REPLACE WITH CLEAN MEDIUM SANG PER TITLE V. �Z, �n 18. SOIL LAYERS/CONDITIONS MAY VARY FROM SOIL LOGS SHOWN. ......_____�-----� \2-A 19. PROPERTY NOT IN ZONE II OR NITROGEN SENSITIVE AREA, 175.45 30 36 —'32—"_—••_ — — 34 — PROPOSED SEPTIC SYSTEM UPGRADE PLAN 1 185 STONEY POINT ROAD, CUMMAQUID, MA t =' MA 336 Prepared for: Louis Vuilleurnier SURVEY REFERENCE: ` - LOT. 027 Engineering by: Surveying by: SCALE DRAWN JOB. NO. to ! DEED BOOK. �X 22139 DARREN M.MEMR R.S. OM M Mi C PO BOX9B1 Bco-Tech Bnvhvnmente/ 1 =2O PLAN OF LAND BY ED KELLOGG, Civ. Eng. r DEED PAGE: #237 EASTSANDWCH,MA a2MT ( ,508 364-0694 DATE: CHECKED SHEET NO. GATED: NOVEMBER 5, 1956 "`k .:� 50ess2-2= 06/29/09 DMM 1 of 2 _ Y ' w w t NOTE' TO PREVENT BREAKOUT. THE PROPOSED NOTE:, MAGNETIC TAPE TO BE PLACED'OVER ALL COVERS FINISH GRADE SHALL NOT BE < EL:29.50 ;FOR A DISTANCE OF 15' AROUND THE _ PERIMETER OF THE S.A.S. " SEPTIC TANK PROPOSED D-60X PROPOSED 7 S.A.,S. w T.O.F. EL.=36.54 INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL.A 4 DIAMETER INSPECTION PORT" OVER lti 'OF Ss' ' � . OUTLET AND SET TO 6 OF FINISH GRADE SET TO 6 OF,GRADE .ONE CHAMBER (MIN.),AND SET ,TO" 3' OF F.G. • �. �y F.G. EL=34.5f .s :. �, F.G: EL.=33.01 F.G. EL::32.00t F. . EL: 32.0(MAX.) 8 �.+ f > z. � DAMhEaC6 N , I " No: 1140 `., 9- MIN-COVER/ L = 10'": 36" MAX COVER L 60' L • 10'(MAX) INSTALL TWO INSPECTION PORTS (MIN:) •' :'' O S=tf: (MIN.) : ® S�196 (MIN.) TEE • S=1X (MIN,)"4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 14 t 11 3' TO INVERT' INV.=31.88 0-1"ID INV.=31.63 i£W£[ PROPOSED . T. GAS BAFFLE D BOX INV.=29.80 3 ROWS OF 5 UNITS AT 6.25'/UNIT + 0.75' WEDGE 32,0'/ROW', , INV.-30A DB-3(H-20� INV.= 29.1.1 SOIL ABSORPTION SYSTEM (PROFILE a EXISTING 1.500 GALLON SEPTIC TANK ' .• a vl '- •_ _ s- RESTORE VEGETATIVE COVER r EXISTING SEWER OUTLET „ >. 0 OP OF ITH PERC SAND750 y 4 CHAMBERS .NOTES: :1) CONTRACTOR SHALL VERIFY ALL EXISTING • " 3. ;. „ e :• , - ° PIPE INVERTS PRIOR TO CONSTRUCTION 2) D-BOX SHALL BE SET LEVEL AND TRUE TO BREAKOUT=TOP ELEV.=29.50 { GRADE ON A MECHANICALL COMPACTED SIX INV. ELEV.= 29.11 INCH CRUSHED STONE BASE. AS SPECIFIED IN BOTTOM ELEV.= 28.17 EXISTING SUITABLE 310 CMR 15.221(2) r ^ �;`. 2.83' MATERIAL y - 3) REPLACE EXISTING 1,500 GALLON SEPTIC , 5' MIN. ABOVE BOTTOM OF �-. = 76' . _ EFFECTIVE WIDTH =.3 x 2.83' TANK WITH 1500 GALLON SEPTIC TANK T.P. EXCAVATION OR G.W. 1F FAILED. DAMAGED, OR LESS THAN 1,000G IN CAPACITY. 05.78' PROVIDED) USE 3 ROWS OF#5-HIGH:CAPACITY` Y PROFILEy 4) INSTALL INLET & OUTLET TEES AS REQUIRED BOTTOM OF TESTHOLE EL.=12.39 _ ADS BIODIFFUSER`UNITS-NO STONE E . ' W/ CONTOURED WEDGE - '' 5) PLACE SANITARY TEE IN D-BOX. SEPTIC SYSTEM PROFILE --- -- -- _ TYPICAL S Tl N .. H.T.S. . , 2" ,r w ILTA DESIGN CRITERIA _ , ;)IL LOG PSI• 12595, a - 4" NUMBER OF BEDROOMS: 3 BEDROOM • `c - DATE• ,JUNE 9, 2009' . ," 'f ••... SOIL 'EVALUATOR: i'DARREN M. MEYER. R.S.• CSE. SECTION -a END CAP` CLASS SOIL TEXTURAL CLASS: = p _ WITNESS: AVE STANTON, BARNS B.O.H.' }� ¢' 'A DESIGN PERCOLATION RATE: <2 MIN/IN t` _ - - __ Elev.' TP-1 TP - 2 DAILY FLOW: 330 G.P.D. Depth £lev. Depth' I CAPACITY (H 20) QIODIFFUSE UNIT ,, 3 . DESIGN FLOW: 330 G.P.D. b 7 20 0 32.55 � - 0,� - - FILL FILL MODEL 16" HICAP § ' GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE< GRINDER) 29:55 36" A . �' - 28.03 A 'LENGTH 76° PROPOSED SEPTIC TANK: USE EXISTING 1,500 GALLON' CAPACITY, • SANDY LOAM «. SANDY LOAM 75" TO CHANGE WITHOUT NOTICE T CONFIGURATION A PRODUCT ND ADETAIL SUBJECT IOYR 3/2 10YR 3/2 ' EFFECTIVE LENGTH DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. LEACHING AREA REQUIRED: (330) = 445.94 S.F. 28.63 47 • x 27.37 46" SIDE WALL'HEIGHT 11.2""- 8 SANDY LOAM B SANDY LOAM " 74 y toYR 5/8 ". 10YR 5/9 OVERALL HEIGHT 16 DISTRIBUTION BOX: 3 OUTLETS (MINIMUM) ' �`\ (( .25.55 c� 84" ' 24.20 C1 84" , OVERALL WIDTH 34" ;4640 7RUEMAN BLVD e° PRIMARY S.A.S. �\ ,\ SANDY LOAM SANDY LOAM "` -� 13.6 CF H/LL/ARD, OH/O 43026 ` " ., 10YR 6/8 1' 10YR 6/8 CAPACITY 101.7 GAL ADVAN= DRAINAGE SYSTEMS. INC. ` USE 3 ROWS OF 5 - 16 ADS BIODIFFUSER H-20 UNITS-NO STONE ^ ( ) 22.05 26"' 17.7 C2 162 AND EXTENDED 0,75' W/ CONTOURED WEDGES C2 MEDIUM SAND- MEDIUM SAND 'PROPOSED SEPTIC SYSTEM. SITE PLAN • . ¢' BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.70 SF/LF OF BIODUFUSER) 12.39 2,5Y 6 6 =` 242"+ 13.7 2,51 6 6 210" (BIODIFFUSERS) 15 UNITS x 6.25 LF x 4.70 SF/LF = 440.63 SF 1 85 _ STONEY POINT ROAD, C U M MAQ U I D, MA (CONTOURED WEDGE) 3 ROWS x 0.75' x' 4.70 SF/LF = 10.58 SF .77 CLASS I SOILS PER SIEVE '.;AMPLE TAKEN • 190" EL 15.37 IN TH-2 Prepared for: Louis Vuilleumier TOTAL AREA 451.21 SF PERC RATE <2 MIN/IN'�(-C2" HORIZON) PER SIEVE ANALYSIS p DESIGN FLOW PROVIDED: 0.74GPD/SF(451.21 SF) = 333.89 GPD > 330 GPD req'd NO.GROUNDWATER OBSERVED Engineering by: Surveying by: SCALE DRAWN JOB. NO. VARRENM.MEYER,RS. Bco-Tech Mzcimamentel NTS D.M.M. • I, Darren M. Meyer. RS:; CSE• hereby certify that 1 am cu+rently approved by MADEP pursuant to 310 CMRp45:017 p0BOX9B1 (508) 364-0894 to conduct soil evaluations and'that the above.analysis h=is been performed by me consistent with the DATE CHECKED SHEET NO. FA uiremente of 310 CMR 15,017.^:I further certify that i have passed the Soli,Eva'., Exam in October. 1999,+• EASTSAAIDWJCN,MA02537 roc _ sos,�s2-2eiz 06/29/09 D.M.M. 2 of 2 f' NONE r. { SECTION - SEWAGE '' E Zc 1 �C E:PJE 4 I -0=- L 3� C--> -SEPTIC TANK - U - "D"BOX - - LEACH 41 TOP QF FDty \�I Q.� (MSL)• "2"OF IIBTO lb" WASHED STONE _I t�l F- G�I'll L.1. I - . - - -- - '*Ft e�-[-Lac _� IN• OUT. IN ( < y OUT [�• IN -- — :i \ SEPTIC �/ ,� Ec: IV } TANK �'�'- �\ ELEV. ELEV. EEI ELEV. n �)r � ELEV. Gdl Tt,ETTJr', (Jf I:..�,k` -�' ELEV. ELEV. L� ,c> >� y , ItiLETT' -c I( �6` uP OUTt�-s Tk L (p (b UP1 `j D ,O WASHED STONE •, \ O \ / \ i TEST HOLE LOG f \ TEST BY -7 T jy, V_ TEST DATE �' !I ` WITNESS Ihl Ai..(4;t }�:� J BEDROOM HOUSE DESIGN r T.H. • 1 T.H. 2 —�L ELEV.35, NO TCF4 J"+ LZ SPOS 4I DISPOSER 2rJ 1 IF> rz1 a ?j a , ��C, . PERC RATE. - MINAN. �' C \ lfl i 1 FLOW RATE 11 0 '(GAL./OAY)/r�r R �f - SEPTIC TANK 3�G b.?}= 1 �CGC> (3� �, REO'D SEPTIC TANK SIZE 1cD0 } - \�( L��{� IrS rN'T Oj= t- u�t. r( LEACH FACILITY G i. - . SIDE WALL iZy, ✓ I `i (z } . :,o,c G/D. l i jj\ BOTTOM IZfz r_ i 1 ~ ; !1,c } . i GID. !TOTAL L4J. G 44 1 0 - \ r^fir ��E-ca:�-.� USE: LEACHING FIT WATER ENCOUNTERED NOTES: (UNLESS OTHERWISE NOTED) 1.DATUM(MSL)*TAKEN FROM �_I�_ C QUADRANGLE MAP 2.MUNICIPAL WATER ��� 4r.t 'yAVAILABLE 3.PIPE PITCH.-14-PER FOOT ' f ✓l /J� k, i t— �� 4.DESIGN LOADING FOR ALL PRECAST UNITS:AASHO• (n -44 ARNE S.MIN.GROUND COVER OVER ALL SEWAGE FACILITIES:(1)FT. >B OJALA G.PIPE JOINTS SHALL BE MADE WATERTIGHT 7.CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM.OF MASS. SIN}� I STATE ENVIRONMENTAL CODE TITLES Na' 3079^ SITE PLAN kt�s�, LOCUS: C Y } 7 $. Ty�•5 pLs. . FoL ?C�7eY�c.a'7 ► �p+Zx Oast-`C L...�d �+-•�C�.��..� f Eh^ ''-:' - -_'� ;TC. OF t-Jo-r q�E u 5ED Po'�. �.SCo?c-:.Z�`C L.`tG— �-�-1aC.u._►t� Air E j�t, `�` �' t -- s cC�e�T✓�'Q �(1^/ E r S�' �E! s�d�t �^ j�LyTH G�E1.rJ G �iC �L I O d � x i,j REG.PROFESSIONAL ENGINEER.: AFt4*ir G, �A(�fllt I� L+� 1 OJp,LA �' REF: «-��.�=� ,,To > - r 'a,-:�; A, ;, = . ���{ . �: down ca a engineering �a � - \�' a. ` PREPARED FOR: �! ders� CIVIL ENGINEERS LAND SURVEYORS - --- BOARD OF HEALTH f onMull at. VEYOR r CONTOURS (EXISTING)---------••-• r (PROPOSED)-O-O-O-O- APPROVED DATE 4 t j t-r ;�-{ MA MA SCALE DATE o