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Home My WebLink About0010 EEL RIVER ROAD - Health 10 EEL RIVER ROAD OSTERVILLE, A= 116-088 TOWN OF BARNSTABLE LOCATION J 7EL_I.... Qc SEWAGE # VILLAGE QS-tU- ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) L ey,-- N fit .. (size) � ) NO. OF BEDROOMS PRIVATE WELL O UBLIC WATR I,- BUILDER OR OWNER', —R•-j r.`t .� DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: q -7 3 t9 VARIANCE GRANTED: Yes Now A G36 XQ S ��` i�' r. TOWN OF BARNSTABLE LOCATION _10- fCA t-r- SEWAGE# 2-0\\ 0'0' VILLAGE f �,/b ASSESSOR'S MAP&PARCEL I 4 -U f( . E � INSTALLER'S NAME&PHONE NO. ©n SEPTIC TANK CAPACITY Vtkd ` - C64 mute— LEACHING FACILITY: (type) (size) NO.OF BEDROOMS-4 OWNER L PERMIT DATE: 1 COMPLIANCE DATE: 0 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) , u Feet FURNISHED BY t ✓-P `� _ c� Ito ID 7-3 U AAA e Commonwealth &Massachusetts 1 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments t 10 Eel River Road Property:Address Edward & Christiane Caldwell ra:l Owner Owner's Name s, information i§ . required for every Osterville Ma 02655 6/23/2020 page. City/Town State Zip Code Date of Inspection. Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the.form. Important:When filling out forms A. Inspector Information on the computer, use only the tab Sean M. Jones. key to move your Name of Inspector ` cursor-do not use the return S.M.Jones Title V Septic Inspection key. Company Name 74 Lane Companypany Address Centerville Ma 02632 City/Town State Zip Code. 774-248-4850 smjonestitle5@gmail.com, S14522 sean@smjonestitle5.com License Number B. Certification I certify that: I am a DEP approved system inspector in full compliance with Section 15.340 of Title 5 (310 CMR 15.000); 1 have personally inspected the sewage disposal system at the property address listed above; the information reported below is true, accurate and complete,as of the time of my inspection; and the inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposalsystems.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 6/23/2020 Inspector's Signature Date The system inspector shall submit a copy,of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the 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. t5insp.doc•rev..7/26/2016 Title 5 Official Inspection form:Subsurface Sewage Disposal System Page 1 of 18 Commonwealth.&Massachusetts " Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for.Voluntary Assessments 1 0 Eel River Road Property Address Edward & Christiania Caldwell Owner. Owner's Name info uired for every information is req . Osterville Ma 02655 6/23/2020 page. City/Town State Zip Code Date of.Inspection C. Inspection Summary - Inspection Summary: Complete 1, 2, 3, or 5 and all of 4 and 6. 1) System Passes: p p q ... ® I have not found any information which indicates that any of the'failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: The property located at 10 eel River Rd Osterville is served by a Title V septic system consisting of a 1500 gallon septic tank,.1500 gallon/pump chamber combo tank, distribution box and a 25'x25'x2' leach field. Although the system was found to be in proper working condition at the time of inspection this report does not guarantee future performance under similar or increased usage. 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. El Y ❑ N ❑ ND (Explain below): t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form �o Subsurface Sewage Disposal System Form - Not for Voluntary.Assessments 10 Eel River Road Property Address Edward & Christiane Caldwell Owner Owner's Name: requir atifor a Osterville Ma 02655 6/23/2020 required for every . page. ..Cltyrrown 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 Ell ND (Explain below): 3) Further Evaluation is Required by the Board of Health: .:Conditions exist which require further evaluation by the Board.of Health in order to determine if the system is failing to protect public health, safety or the environment. a. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: t5insp.doc•rev.7/26/2018 Title 5 official Inspection Form:Subsurface Sewage Disposal System Page 3 of 18 c Commonwealth of Massachusetts Title 5 Official Inspection Form �a Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 10 Eel River Road Property Address - Edward & Christiania Caldwell Owner Owner's Name information is required for every Osterville Ma 02655 6/23/2020 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh b. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply.or.tributary to a surface water supply. ❑ The system has a septic tank and SAS and.the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. c. Other: 4) System.Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes No El ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or.clogged SAS or cesspool t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 10 Eel River Road Property:Address Edward &Christiania Caldwell - Owner Owner's Name information is required for every Osterville Ma 02655 6/23/2020 page. Cityrrown State Zip Code Date of Inspection C. Inspection Summary (cont.) 4) System Failure Criteria Applicable to All Systems: (cont.) Yes: No ❑ ®. Static liquid level in the distribution box above outlet invert due.to an overloaded or clogged SAS or cesspool ® Liquid depth in cesspool is less than 6" below invert or available volume is less than '/2 day flow Required pumping more than 4 times in the last year NOT due.to clogged or El ® obstructed pipe(s). Number of times pumped: ❑ N Any portion of the SAS, cesspool or privy is below high ground water elevation. El ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water.supply. ❑ ® .. .Any portion of a cesspool or privy is within a Zone 1 of a public water supply well. Any portion of a cesspool or privy Is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a.DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen 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.] 0 ® 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 CM 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 within400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area-IWPA) or a mapped Zone II of a public water supply well t5insp.doc•rev.7/2 612 0 1 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 5 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 10 Eel River Road Property Address Edward & Christiane Caldwell Owner Owner's Name information is required for every Osterville Ma 02655 6/23/2020 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 31A CMR 16.304. The system owner should contact the appropriate regional office of the Department. 6. You must indicate"yes" or"no"for each of the following for all inspections: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous.two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? Were as built plans of the,system obtained and examined? (If they were not El available note as N/A) ® .: ❑ Was the facility or dwelling inspected forsigns 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 El information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: ® ❑ Existing information. For example,a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 18 Commonwealth &Massachusetts �w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 10 Eel River Road Property Address Edward & Christiane Caldwell Owner Owner's Name information . . Osterville Ma 02655 6/23/2020 required for every page. Cltyrrown State Zip Code Date of Inspection .D. System Information 1. Residential Flow Conditions: 4 4 . Numberof bedrooms (design): Number of bedrooms(actual): DESIGN flow based on 3.10 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440 gpd Description: 2 Number of current residents: Does residence have a garbage grinder? ❑ Yes ® No Does residence have a water treatment unit? ❑ Yes ® No if yes, discharges to: Is laundry on a separate sewage system?(Include laundry system inspection El. Yes N . No information in this report.) Laundry system inspected?- ❑ Yes ® No Seasonal use? - ❑ Yes ® No Water meter readings, if available (last 2 years usage (gpd)): Detail: Sump pump? ❑ Yes ® No current Last date of occupancy: Date t5insp.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 Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 10 Eel River Road Property Address Edward & Christiane Caldwell Owner Owner's Name information is required for every Osterville Ma -02655 6/23/2020 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 2. Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft, etc.): Grease trap present? ❑ Yes ❑ No Water treatment unit present? ❑ Yes ❑ No If yes, discharges to Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste,discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe below): 3. Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form o Subsurface Sewage Disposal.System Form - Not for.Voluntary Assessments 10 Eel River Road Property.Address Edward & Christiane Caldwell - Owner Owner's Name information is required for every Osterville Ma 02655 6/23/2020 page. Cltyrrown 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:. 1500 gallon tank and leach field installed 9/30/92. Tank/pump chamber tank and d-box installed 1/16/2020 Were sewage odors detected when.arriving at the site?: ❑ Yes ® No 5 Building Sewer(locate on site plan): 1.5 Depth below grade: feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Joints in good condition, no leakage, vented through roof. t5insp.doc•rev.7126/2018 Rle 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 18 Commonwealth of Massachusetts Title 5 .Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 10 Eel River Road Property Address Edward & Christiane Caldwell Owner Owner's Name information is required for every Osterville Ma 02655 6/23/2020 page. City/Town State Zip Code Date of inspection: D. System Information (cont.) 6. Septic Tank(locate on site plan): Depth below grade: feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 gallons& 1500 gallons Sludge depth: 51" Distance from top of sludge to bottom of outlet tee or baffle 3' Z Scum thickness 7 . Distance from top of scum to top of outlet tee or baffle 101. Distance:from bottom of scum to bottom of outlet tee or baffle How were dimensions determined? Opened covers and took measurements Comments (on pumping recommendations, inlet and outlet tee or baffle.condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): .... Tanks do not need to be cleaned now but should be done in a few years and again every 2 years for proper maintenance. Water level was even with outlet, tank was not leaking and was structurally sound t5insp.doc•rev.7/26/2018 - Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 18 Commonwealth of Massachusetts Title 5 .Official Inspection Form Subsurface Sewage Disposal System Form -Not for.Voluntary Assessments 10 Eel River Road Property Address Edward & Christiane Caldwell Owner Owner's Name information is required for every Osterville Ma 02655 6/23/2020 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 7. Grease Trap (locate on site plan): Depth below grade:. feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass. . ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping' Date Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 8. Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: .gallons per day. . t5insp.doc•rev.7/26/2018 - Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 18 Commonwealth of Massachusetts 1 Title 5 Official Inspection Form Subsurface.Sewage Disposal System Form -Not for Vol untaryAssessments 10 Eel River Road Property Address Edward & Christiane Caldwell Owner Owner's Name information is required for every Osterville Ma 02655 6/23/2020 for . page. Cltyrrown 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.): 1 "Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No 9. Distribution Box(if present must be opened) (locate on site plan): o„ Depth of liquid level above outlet invert Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): Distribution box was level and in good condition with no rot. Water level was even with outlet invert with no signs of past backup. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form: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 10 Eel River Road Property Address Edward & Christiane Caldwell Owner Owner's Name information is required for every. Osterville Ma 02655 6/23/2020 page. Cityfrown 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.): Pump chamber,is a combo unit with 1500 gallon septic tank. Pumps and alarms functioned when triggered.manually. * 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: El leaching pits number: ❑ leaching chambers number: ❑. leaching galleries number: ❑ leaching trenches number, length: 25 ® leaching fields number, dimensions: x25 x2 ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: s t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 18 Commonwealth of Massachusetts - Title 5 Official Inspection Form ' Subsurface.Sewage.Disposal System Form - Not for Voluntary Assessments - 10 Eel River Road Property.Address Edward & Christiane Caldwell Owner Owner's Name information is . required for every Osteryille Ma 02655 6/23/2020 page. Cltylrown 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 signs of past hydraulic overloading. No lush vegetation, soil was dry with.no indication of past saturation s. 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 Commonwealth of Massachusetts Title 5 Official Inspection Form �e Subsurface.Sewage Disposal System Form - Not for Voluntary Assessments 10 Eel River Road Property.Address Edward & Christiane Caldwell Owner Owner's Name information is required for every Osterville Ma 02655 6/23/2020 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 13. Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): i i t5insp.doc•rev.7/2 61201 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form ' I Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 9 Y rY 4 10 Eel River Road u— Property Address Edward & Christiane Caldwell Owner Owner's Name information is required for every Osterville Ma 02655 6/23/2020 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 ti � Z zs c-32 1 '7 o-Z y0 `6 e-3 3z '� 0-3 1P 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 10 Eel River Road Property Address Edward & Christiane Caldwell - - Owner Owner's Name information is required for every Osteryille Ma 02655 6/23/2020 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 15. Site Exam:. ❑ Check Slope ❑ Surface water . ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 12 feet Please indicate all methods used to determine the high ground water,elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ... ❑ Checked with local excavators, installers- (attach.documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Groundwater was established by accessing town of Barnstable groundwater contour maps. Before filing this inspection Report, please see Report Completeness Checklist on next page. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 18 Commonwealth of Massachusetts Title 5 .Official Inspection Form Subsurface Sewage.Disposal.System Form - Not for Voluntary Assessments _. 10 Eel River Road Property Address Edward & Christiane Caldwell Owner Owner's Name information is required for every Osteryille - Ma 02655 6/28/2020 page. City/Town State Zip Code Date of Inspection .E. Report Completeness Checklist Complete all applicable sections of this form inclusive of: ® A. Inspector Information: Complete all fields in this section: ® B. Certification:Signed & Dated and 1, 2, 3, or 4 checked ® C. Inspection Summary: 1, 2, 3, or 5 completed as appropriate 4 (Failure Criteria) and 6 (Checklist) completed ® D. System Information: . For 8: Tight/Holding Tank=Pumping contract attached For 14: Sketch of Sewage Disposal System drawn on pg. 16 or attached For 15: Explanation of estimated depth to high groundwater included t5insp.doc-rev.7/26/2018 Title 5 official Inspection Form:Subsurface Sewage Disposal System-Page 18 of 18 D �f o CxIsIrlR9 Fes} i a � 5 �� 2. r,z,2 ;c 2 � cyll . � o C-Ec 'Town ®f Barnstable . RECEIPT q' MS ' 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: TB-19-417 Date Recieved: 2/7/2019 Job Location: 10 EEL RIVER ROAD, OSTERVILLE' Permit For: Building-Addition/Alteration-Residential Contractor's Name: State Lit. No: Address: , , Applicant Phone: (Home)Owner's Name: CALDWELL,EDWARD F& Phone: CHRISTIANEG (Home)Owner's Address: 194 MAIN STREET, WEST BARNSTABLE, MA 02668 Work Description: 2 CAR GARAGE WITH FINISHED ROOM ON 2ND FLOOR TO BE USED AS RECREATION ROOM Total Value Of Work To Be Performed: $85,000.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: CALDWELL,EDWARD F& 2/7/2019 CHRISTIANE G Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $85,000.00 , Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $483.50 Total Permit Fee Paid: $0.00 THIS 'IS NOVA PERMIT. 2o15_ y �mA-A No, Fee . S_01 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes JtlYItatiDTC f BisposaY 6pstem Construction 3permit Application for a Permit to Construct( ' Repair( ) Upgrade( ) Abandon( ) ❑Complete System Individual Components Location Address or Lot No.j® wL)" Owner's Name;Address,and Tel.No. Assessor's Map/Parcel 1 6 oxr Installer's Name,Address,and el.No. Designer's Name,Address,and Tel.No. �;hs 3- - 5�' 2j•- t zg %� .L C_ e 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 gpd Plan . Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil6 >` Nature of Repairs or Alterations(Answer when applicable) o r b t op t"Cl 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 Boa d�ofi•`+T Si Date Z o Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued /� �4,11 �._ No. - 5 V '- � `' � Fee 0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes applicatiDtt f r Disposal 6pstem (Construction Permit Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) ❑Complete System ndividual Components Location Address or Lot No.d� j� Vey CF;#" Y- ,- Owner's Name,Address,and Tel.No. Assessor's Map/Parcel ' / a4pa rj'5�;,qf I A)e! Installer's Name,Address,and el.No. Designer's Nacre,Address,and Tel.No. t/— X /A 7�i ��Z ' 7' l L 6 I%1` v" F. , rl v Ur Type of Building: g t , 3 Dwelling No.of Bedrooms y Lot Size f sq.ft. Garbage Grinder( ) Other Type of Building = No.of Persons rN Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date ` < Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. . � Description of Soil ,(�, ,t'y f�� t - '' Nature of Repairs or Alterations (Answer when applicable) !�00 - - Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in I 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 Bo V d of He Signe _ Date /-3—Z(p Application Approved by P f Date Application Disapproved by Date for the following reasons / Permit No. Date Issued 1;� i i a' --------------------------------------------------------------------------------- ------------------------------------------------------ THE COMMONWEALTH OF MASSACHUSETTS x• ��, /��ww ,, BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(✓) Repaired( ) Upgraded( ) Abandoned( )by ,l�, at /-(') (� .� ;� �..{ ��. (-- r has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ( dated / t Installer_ ,,, // 5-O� Designer i�,.b r ok #bedrooms / —� Approved 1design flow q�a gpd T—r The issuance of thi s pe it shall not be construed as a guarantee that the system will func'o as desigAed. Date I ' I + J Inspector di� � --- ------.------ - - - - - -- - - No. D� — � ley Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS bcsposal-6pstem Construction Permit s Permission is hereby granted to Construct(t1� Repair( ) Upgrade( ) Abandon( ) System located at D_ Ad 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 ust be completed within three years of the date of this permit. 1,2 Date 2 Approved by Q/�tv f f No: Fee�J �(J THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: L. PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplitation for ]Disposal 6pstem Construction jermit Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) ❑Complete System ndividual Components -Location Address or Lot No. '' , X w Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Te No. D signer's Name,Address,and Tel.N R 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 gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) ��< d �✓ ua'd 'c f 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 Boar of He lth. Si ed _ Date jr Application Approved by Date -a-- Application Disapproved b Date for the following reasons Permit No. 06 Date Issued THE COMMONWEALTH OF MASSACHUSETTS 1VX vj `'`' BARNSTABLE,MASSACHUSETTS e � . Certificate of Compliance THIS IS TO C RTIFY,that the On-sKe Sewage Disposal system Constructed(x) Repaired( ) Upgraded( ) Abandoned( )by Xe at' t has been constructed in accordancef with the provisions of Title 5 and the for Disposal System Construction Permit No. ((dated 2 °t .Installer.,_ �x[Qva�ug Designer #bedrooms Approved design flow 1. gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector a 0 Ss � 9 No. D Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01ppliLation for -Mispo8al *pstem Construction Permit Application for a Permit to Construct(� Repair( ) Upgrade( ) Abandon( ) ❑Complete System U dividual Components Location Address or Lot No. C/ 'Akcl d �t { Owner's Name,Address and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tex o. Designer's Name,Address,and Tel.No. I�bIA l2 ,"Gi.(.�F E.r=�i/tic.t f2=-%ram, Imo'•«�.. Type of Building: Dwelling No..of Bedrooms Lot Size .C) ''sq:`ft. Garbage Grinder( ) s , Other Type of Building No.of Persons ` Showers( ) Cafeteria( ) Other Fixtures Design,Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date " Title Size of Septic Tank Type of S.A.S. Description of Soil A ��/ ( n t, Nature of Repairs or Alterations(Answer when applicable) F.xx Y 7 Date last inspected: 4 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 Boar4 of Health. n 'Date Application Application Approved by t Date Application Disapproved by--� Date:4 for the following reasons Permit No. /r� � Date Issued 2 /07 L 5 --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS eertlflcatP of CDrnYIancP THIS IS TO CERTIFY,that the On-sifeSewage Disposal system Constructed(X) Repaired( ) Upgraded( ) Abandoned( )by A r� at % / �2�` has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 2Q c�_ )l,Lfdated 2 Installer p� r�n'C /~1l�/ //a �� .=p Designer 1 _ -s�` , r. c � J - - - #bedrooms Approved design flow ! 14 IU gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date t Inspector j , f••«. .. r - - _ -- -- = --- --------- -- - _ - - - ----- ----— — -- - No. l..�l I GJ r- Fee ` THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS -Misposat 6pstem Construction Permit Permission is hereby granted to Construct O Repair( ) Upgrade( ) Abandon( ) System located at //� _/ /�'"<< ty%r/r IX"Z 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 ust be completed within three years of the date of this permit. Date 1 i Approved by td,,i /� Town of Barnstable regulatory Services o- Thomas F. Geiler,Director NAB&* BniuvsTAst�, � . g Public health Division i639• ♦0 j0jsn '�° Thomas McKean,Director 200 Main Street,Hyannis,MA.02601 Office: 508-862-4644 Fax: 508-790-6304 Installer•& Designer Certification Form Date: 2. 7 20 Sewage Permit# Z � ( � I �ssessor's Map\Parcel Designer° DOWN N C'61 ml N Installer: Joy& LA N D API�1C� Address: �� 9OUT-6 6A Address: (d '< ��► `�' ram^ NW N POW, NSA a7i On was issued a permit to install a (date) (installer) septic system at VO l U.E based on a design drawn by (address) PAN 1M, A-0JALA•, E� dated (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved.changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10'.lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State &Local Regulations. Plan revision or certified as-built by-designer to follow. �va��ZN OF M,gs$�cy �o DANIELA. o OJAIA nstaller's Signature) CIVIL' No.46502 GIS4 � Q T \ ION(Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE. PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04doc J. 0, cit.(4 > / t /0 2/19/2019 AsBuilt .I 11l (r -TOW OF BARNSTABLE LOCATION EL-L QCv*-,v SEWAGE #�� VILLAGE DSzEIe.��-� ASSESSOR'S MAP& LOT INSTALLER'S NAME& PHONE NO. CA(Or Lg111)Se�hTC� SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) L�2a�T Z3 NO.OF BEDROOMS !Z PRIVATE WELL OVVUBLIC WA . I-- BUILDER OR OWNER'fr t��•/ DATE PERMIT ISSUED: CI DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No o r p r 6oc septrC o a Q u. Y E„►-L YZ,v e2 http://issgl2/intranet/propdata/prebuilt.aspx?mappar=116088&seq=1 1/1 TOWN OFBARNSTABLE LOCATION 10 SEWAGE# i"1 C..f VILLAGE' ASSESSOR'S MAP&PARCEL- —U INSTALLER'S NAME&PHONE NO. k SEPTIC TANK CAPACITY t,J J9 LEACHING FACILITY: (type) _ (size) NO-OF BEDROOMS OWNER PERMITDATE:_0Z4 + \y COMPLIANCE DATE: Separation Distance Between the: j G Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Private Water Supply Well and Leaching Facility(If any wells exist on Feet site or within 200 feet of leaching facility). Edge of Wetland and Leaching Facility(If any wetlands exist within Feet 300 feet of leaching facility) FURNISHED BYCi Feet Qeib OfT to c`, lq 13`AA A � .` C_�- 3Z J j leou 3 k Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments Property Address W _ . Owner Owners Name information is -o required for J f w every page. State Zip Code w Cityfrown Date of Inspection t 4 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: A. General Information When filling S l* I a o R3 out fors on the computer, 1. Inspector: _ use only the Gam_ j tab key to move your cursor-do not Name of Inspector use the return key. � Company Name V---11 Company Address City/Town State Zip Code Telephone Number License Number B. Certification certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 16.000).The system: Ix Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Fu her Evall ation by the Local Approving Authority Inspector Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. """This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. I%=•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Forrn-Not for Voluntary Assessments Property Address Ow ner Owner's Name information is SZ- zV( U,L� j� dZ(o`;75 � required forevery page. Cityfrown State Zip Code Date of Inspection B. Certification (cont.) ' Inspection Summary: Check A,B,C,D or E/a/wayscomplete 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: / /v1 B) System Conditionally Passes: ❑� or more system components as described in the"Conditional Pass"section need to be repla or repaired. The system, upon completion of the replacement or repair, as approved by the Boa of Health, will pass. Check the box fo " es" "no"or"not determined"(Y, N, ND) for the following statements. If"nof determined,'please lain. The septic tank is metal a over 20 years old`or the septic tank(whether metal or not)is structurally unsound, exhibits substantia ' filtration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is placed with a complying septic tank as approved by the Board of Health. }A metal septic tank will pass inspection Nt,is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less thaXg o years old is available. ❑ Y ❑ N ❑ ND(Explain below).--. t5rt•3M 3 Title 5 Official IMPMUOn F orm Subsurface Sewage Disposal System•Page 2 of W Commonwealth of Massachusetts Title 5 official inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments Property Address ✓ l Z �y Ovv ner CW ner's Nameinformation is ,� _ required for every 4 j_z_; page. Cilyf row n State Zip Code Date of hspection 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.): ❑ Obs vation of sewage backup or break out or high static water level in the distribution box due to brok or obstructed.pipe(s)or due to a broken, settled or uneven distribution box. System will pass ins tion if(with approval of Board of Health): ❑ brok pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ obstructi is are ❑ Y ❑ N ❑ ND(Explain below): ❑ distribution bo "s leveled or replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ The system required pumping more than 4 . es a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval o he Board of Health): ❑ broken pipe(s)are replaced ')Sq Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ ❑ N ❑ ND(Explain below): C) Furth"valuation is Required by the Board of Health: w ❑ Conditions rst which require further evaluation by the Board of Health in order to determine if the system is far' to protect public health, safety or the environment. 1. System will pass un Board of Health determines in accordance with 310 CMR M303(1)(b)that the system ,tmtfunctloning in a mannerwhichwill protect public health, safety and the environment: ��' > , ❑ Cesspool or privy is within 50 feet of a e water ❑ Cesspool or privy is within 50 feet of a bordering ed wetland or a salt marsh t5ns-3113 TM501ficial ftpecficnFamc Subsuface SevMeDisposal System-Page 3of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Dlsposal System Form-Not for Voluntary Assessments /Q GG Vpo�i t/h /i Property Address �l L 65}' Ow ner Ow ner's Name ' information revery ✓! L Ly' l y page. Cityrrown State Zip Code . Date of Inspection B. Certification (cunt.) 2. System will fall unless the Hoard 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 sy em has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of� rface water supply or tributary to a surface water supply. ❑ The system as a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ .The system has a se pt tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private wat supply well". Method used to determin distance: *"This system passes if the well r analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no o er failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No"to each of the following for all inspections: Yes No ❑ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ Liquid depth in cesspool is less than 6"below invert or available volume is less than%day flow t5ns-3M 3 Title fi Official lnspec6m Form Subsvface Sewage Disposal System•Page 40117 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments Property Address Ow ner ON ner's Name / ilforrmtion is S ✓r L L t"' OzG �� /—�C7—/� required for every page. Cly/Town State Zip Code Date of hspection B. Certification (cont.) Yes No ❑ r� Required pumping more than 4 times in the last year NOT due to clogged or / obstructed pipe(s). Numberoftimes pumped: ❑ Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ W//a Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ A14 Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ 1- 4 Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ 4//4 Any portion of a cesspool or privy is less than 100 fleet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well wateranalysis, 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.] ❑ tu/ The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ The system falls. I have determined that one or more of the above failure criteria exist as described in 310 CM 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 ow of 10,000 gpd to 15,000 gpd. For large sy s, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Sec" D. Yes No ❑ ❑ the syst is within 400 feet of a surface drinking water supply ❑ ❑ the system is with' l'►a�200 feet of a tributary to a surface drinking water supply ❑ the system is located in trogen sensitive area(Interim Wellhead Protection Area— IWPA)or a mapped 11 of a public water supply well If you have answered'dyes"to any question in Section E th stem is considered a significant threat, or answered"yes"in Section D above the large system has fai The owner or operator of any large system considered a significant threat under Section E or failed,un tion D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should co he appropriate regional office of the Department. t5ms•Yl3 Title 5 Official his pectionfom[Subsuface SewQe Disposal System•Page 5of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments Property Address ON ner ON ner's Name information is �5 i�lZ V/1 LL required for every page. Crty/Town State Zip Code Date of inspection C. Checklist Check if the following have been done. You must indicate"yes"or"no"as to each of the following: Yes No ❑ Pumping information was provided by the owner, occupant, oard of Health ❑ / Were any of the system components pumped out in the previous two weeks? ❑ �l Has the system received normal flows in the previous two week period? ❑ M 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 WA) ❑ 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: f� ❑ Existing information. For example, a plan at the Board of Health. ElDetermined 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): Number of bedrooms(actual): DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 440 t5rs-3M 3 Title fi Official Us pection Fomc Subsuface Sei%ege Disposal System-Page 6 of 17 Commonwealth of Massachusetts ;UTitle 5 Official Inspection Form. Subsurface Sewage Disposal System Form-Not for Voluntary Assessments Roperty Address _ ON ner Ory ner's Name informatf is, reguaedforevery ' page. Cdyfrown State Zio Code Date of inspection D. System Information Description: Number of current residents: Does residence have a garbage grinder? Yes ❑ No Is laundry on a separate sewage system?(Include laundry system inspection ❑ Yes U No information in this report.) Laundry system inspected? ❑ Yes P No "fA Seasonal use? Yes ❑ No Water meter readings, if available(last 2 years usage(gpd)): Detail: (20 Al Sump pump? ❑ Yes [ No Last date of occupancy: �� Zy�6 Date Comme a ustrial Flow Conditions: Type of Establishment:" Design flow(based on 310 CM R 15.M.: 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: t5rs-Y13 ride 5 Official InspecticnF arm Substrface Sevsgebisposal System•Page 7of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 0 L r 1/vil tCq Roperty Address Ow ner Cw ner's Name /� information is A r o GL Gam ¢ 1�Z required for every page. Otyfrown State Zip Code We of Inspection D. System Information (cont.) /V/, Last dat occupancy/use: Date Other(describe below): General Information Pumping Records: _ ` �qoff alkle dv i Source of information: Was system pumped as part of the inspection? ❑ Yes No If yes, volume pumped: � � ��fVlrl�16 " ^ dm ) gallons sPiM / How was quantity pumped determined? O< �GC<SSdfL6L 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/Altemative 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 VA system by system operator under contract Tight tank. Attach a copy of the DEP approval. ❑ Other (describe): t5ins•3013 Title 5 Official Inspection Form Substrface SemegeDisposal System-Page 8of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments Property Address 14 Ce ON ner Cw ner's Name information is D� ✓!LL�� (�26 �s requRedforevery page. Cityrrown State Zip Code Date of Inspection D. System Information (cunt.) �Approximate age of all components, date installed`f know24,VP and source of in ation: c�-1, �t 16'01C v6Q1-/' "d77 Were sewage odors detected when arriving at the site? ❑ Yes No Building Sewer(locate on site plan): Z Depth below grade: feet Material of construction: cast iron ❑ 40 PVC ❑ other(explain): f t�c' ��SS�S v✓�tz Distance from private water supply well or suction line: feet _7Z V2 c Comments (o condi 'on of oint ,(erting, J�dence of leakag , etc.): �yy� des l � Septic Tank(locate on site plan): / Depth below grade: 7V / 7�- feet Material of construction: concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: 7 ¢ years Is age confirmed by a Certificate of Compliance? attach a copy of certificate) ❑ Yes ❑ No Dimensions. Sludge depth: t5ns•3H3 Tille 5 Official Ins pection Form Subsuface Sewage Disposal System-Page 9of 17 Commonwealth of Massachusetts Tithe 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments PropertyAddrem Ow ra C-v ner's tomeinforrrefiDn is . required forevery '(z✓LZ,6�r z 0 — 17 page. W/TOW n State Zip Code Date of hspection D. System Information (cont) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle N/ 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 IVA How were di sin�¢etermined? �'d � omments on min recom en*delc' , net an outs tee or baffle onditi n st tural int ri ,i ui !e s to outletinvee of leaks e etc. : dg , }��VeV � <:2-1 kv f e�S Z4``1 —77iz ou11 dcc-('5s fs � C"eo� a6y-ey. �u-r//j4ee- ,.s -5'c.,-,e Svc an oZ/.9 /U Grease Trap(locate on site plan): De below grade: feet Material of constr 'on: r concrete metah,-..., 0 fiberglass E 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 ISM-313 Titte5Offical 9specknFvnl SLbswfaw Seweg DDf ced Sy tem-Page 10d 17 Commonweafth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal SyMem Form-Not for Voluntary Assessments 49�E—��, ✓�� r� Property Address Re GL y Owner . Owner's Marne infortrarequired�fo is ✓for D�%g� - OZl�SS �— ZD—1 7 age- ayfTown SwIte Zip Code DM of Inspection D. System information (cons.) IIJ Comm is (on pumping recommendations, inlet and outlet tee or baffle condition, structural.integrity, 19 liquid le s related to outlet invert,evidence of leakage, etc.): 111/q �Tlgtb%bel ding Tank(tank must be pumped at time of ins ' )(locate on site plan): Depth grade: Material of cons action: ❑ concrete metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: . ganlom Design Flow. � gaik►ns per day Alarm present: \\ ❑ Yes ❑ No Alarm level: Alarm in wonting order. ❑ Yes ❑ No Date of last pumping: Comments (condition of alarm and float switches, etc_): Attach copy of current pumping contract(required). Is copy attached? ❑ Yes 0 No f5m-V13 TitleSOf i d bapecftnFo+m Sub%Oam SewageDiVoM System-Pape 11 d 17 Commonwealth of Massachusel>ts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments VL Property Address Owner owner's Mama infomefiDn h �SG�t/1 LC&� / Q �sf /—2 d - 17 requkedforevery tom• Grown S'bte Zip Code oats of t+spectim D. System Information (cont) Distribution Box (if present must be opened)(locate on site plan): Depth of liquid level above outlet invert Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): za�s'��uc CIO✓,' � T y 3 �3%o,Q/ Pump Ch ber(locate on site plan): Pumps in working o er. ❑ Yes ❑ No' Alarms in working order ❑ Yes ❑ No' Comments (note condition of pump c ber, condition of pumps and appurtenances, etc.): If um or alarms are not in world order, system is a conditional ss pumps � Y Pa�' Soil Absorption System (SAS)(locate on site plan, excavation not required): If SAS not located, explain why: Z G if Oro•3113 Titles 0 fkid Awpwkn f cam SthaO ce Sevm@ Djwwd Sptem•Yeye Y2 d 17 Commonwealth of Massachusetts Titre 5 Official Inspection Form Subsurface Sewage Disposal Sysliem Form-Not for Voluntary Assessments Property Address C6, y Om nor Ow nWs tdarr� required for every l/ ZU—17 page_ QWbwn St3le Zip Code Date of hspectlon D. System information (cont) Type: ❑ leaching pits number. ❑ leaching chambers number. ❑ leaching galleries number: ❑ leaching trenches number, length: leaching fields number, dimensions: XZ5 i Z ((❑ overflow cesspool number e (�D l-1 ❑ innovativelaltemative system Typelname of technology: Z ments( e coed'ion of soi� s�of�ulic failure evel of pondin dampp soul condition of ation, tc.): V �012 �J y i !V CesspdblA(cesspool must be pumped as Dart of inspection)(locate on site plan): Number and"onfirytion Depth—top of.liquid to inlet in , Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indcution of groundwater intow ❑ Yes ❑ No t5m•M3 Ti0e50riosiwDeeWnFarmSk*bPzf=9SewageDi o Sp*m-Pap 13d17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments (( ELK, V C- t2� Property Address Ow ner Om ner's Name information is required for every page. Cltyrrown State Zip Code Date of Inspection D. System Information (coat.) Comments (note condition of soil,signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy �onsitean): Materials A:`� Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic faltire level of ponding, condition of vegetation, etc_): tSns•3M3 Title50ffidd InspecticnForm Rjbsutace SeyMeDisposal System-Page 14 ot 17 Commonwealth of Massachusetts Title 5 Official ' Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments Roperty Address ON ner Os ner's Name Information is required for every page. Cityfrown State Zip Code Date of Inspection D. System Information (coat.) 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: LCF hand-sketch in the area below drawin attached separately ('As Sit- o the uvn z Z 39.5 Z3-� Z Z— J `� G. -.�..: .wry V - cn bo CAjCW55rs'o 00tzcti SL,aB I t.n 0 } zs Cam- Ai��i� 6� t5ns•313 Titie501fidal InspecticnForm Suhsuface Sewage Disposal System-Page 15d 17 Assessing As-Built Cards Page 1 of 2 10 e1_ TOM OF BARNSTABLE j LOCATION ! `ELL SEWAGE VILLAGE Otrfi&A-e— ASSESSOR'S MAP& LOT INSTALLER'S NAME&PHONE NO. LA f�Se CU SEPTIC TANK CAPACITY I S 6D Q Q Hn,V LEACHING FACILITY:(type) L,,efi t Fi-,,.W— (size) 0-162Q�5-,w NO,OF BEDROOMS _PRIVATE WELL O UBLIC WA 1�- BUILDER OR OWNER'' DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No • o f o I CDC s*pwz, o a ELL kive-fz- a Y �ttn•//anan��tn�xmnf�arr�ctahla iic/A reacei»n/TTA/Irlie»Iav aon7ma»more1 1 AI)QQRP can-1 1/71/701 7 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 10 KXyE -(z � - PropertyAddress Z+ tLY Ow ner Ow ner's Name information is �Z=�JlI�C� 621K 9 required for every . page- Cnyrrown State Zip.Code - We of inspection D. System Information (coat.) Site Exam: C Check Slope bla Surface water Check cellar Shallowwells Estimated depth to high ground water i 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: :9Af �� -; c�2 � PSI 0 z9 „,,�.71 t?-60td You must describe a�-how ryyou established the high ground water elevation::— �Zra 7�oa1 z•� I'Z'7 LW Before filing this Inspection Z rto;/please see Report Completeness Checklist on next page. t5ns•W3 Titie5Official InspeetionFomc SuWrfam SevegeDisposal System-Page 16 d 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage VDisposal System Form-Not for Voluntary Assessments /,98 'z liveki Ulf Property Address On ner Cw ner's Name information is required for every page. Ctyl row n State Zip Code Date of Inspectioh E. Report Completeness Checklist 1 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 17 Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file tyre-3N3 TiBe50ffidd Irepw§cnForm SubsWaceSeaegeDisposd System-Page 17 d 17 V _ — 7 Coe THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE Appliration for Uiipnial Vurkti Tuuitrurfiuit Frrutit Application is ereby made for a Permit to Construct ( ) or Repair (�n Individual Sewage Disposal System at: 6ilzA ............... �Q.....��.... .I.QV_._... .............. r o'v l .............................................. ,LQca'on-Address or Lot No. Ownei ............... -Z 1(�� (,f, A rest a �{........7----. ------- / "--` ` 1-6- —V�` .. .C..� ....'...........r . Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms...--...................................Expansion Attic ( ) Garbage Grinder ( ) pa, Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Other fix ores ____________________ _ _ _ -•- - Design Flow....... ... ................ gallons per person per day. Total daily flow.... 3 _ gal w � �-------------=-------- Ions. 9 Septic Tank j--I_iquid ca aci4-.n90.gallons Length-_- ...... Width.. ........ Diameter_-.__-__-____- Depth................ Disposal Trench—No.� ��C_ Width..a-:;p...._.__ Total Length_.a._5....... Total leaching areat�&.O......sq. ft. Seepage Pit No................I._... Diameter-------------------- Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of.Test Pit---:................ Depth to ground water........................ ----------------------------------------------------------------------•----•-......•............................................................... 0 Description of Soil............................................................................... ------------------......------------•--------------------------------------•------.----- x U •--------------•----•- ...--••...-----•------------....---••--•----•---•-....----••-•-----•---------•----------•-•---••----•-•-•---•---------•-----•-•-•-••--------•---------............-------------- w U Nature of Re airs or Alterations—Answer when.applicable.__ .C�--ST (�......t_ i9 . --------------- ..... .......... ............... 'J ZS.� ...... .J--k--- ..Ft�SSr! j.................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Com fance has be i the b and health. Signed ---------------- -------- ..--.................... Date Application Approved By ..............1��....._r"\.. '� t5' - Application Disapproved for the following reasons- -- ---------------------------------------------------------- ----------------------------------............................... ----------------- -- ------- ---------------------- ........................................................... -- ---------- ------. ---- --........................--------..........---- ------.-......-------------------------- I?a[e PermitNo. ........... .......................... Issued ---------------------------- ---...-- ---....---------....-- -- Date A THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE I Appliratiun for Uhipmal Works Tomtruriiun Vamit Application is hereby made for a Permit to Construct ( ) or Repair ('_�4n Individual Sewage Disposal System at: J Ce j �� ................l.Q.... :.��.� .............................. ..................................................................................................... at on-Address or Lot No. ..�. owner / A4r♦es �/�� /� Installer Address Type of Building Size Lot............................Sq. feet I—, Dwelling—No. of Bedrooms-----3...................................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No, of ersons____________________________ Showers a YP g ---------------------------- P ( ) -- Cafeteria-(--->- Otherfixtures -••-•-'••---•--------------'---•-•"-----------'•-••-------'----••-•-----•--------••-__..._._...- W Design Flow_______ ...�_________________ _______gallons per person per day. Total daily flow_._._.330_...__._________....:_gallons. WSeptic Tank (-Liquid caD cit'�_ Q().gallons Length.:' ..... Width._6�y._.___ Diameter________________ Depth................ x Disposal Trench—No. Width__a�._________ Total Length_.___.___ Total leaching area_(,,&1!.�)._.__sq. ft. Seepage Pit No.................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit__-__________.___:__ Depth to ground water........................ a ... '----------------------------------------------- •--- •------- ------------------------------------- ---------------------- •... ------------------------------- 0 Description of Soil.................................................._............................................................................................:........................ x V ...................•-......... W U Nature of Repairs or Alterations—Answer when applicable_-__�'un_V_ �.1------- I- OCR--C_z" 1_'t� �� •�_L-r Agreement: I - The undersigned agrees to install the aforedescribed Individual Sewage Disposal System`in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bee- issued�_y the board of health. Signed may...............- r � --------------- --------------- Date A lication Approved B �- ....._ - -2......... ` —s...+„a.�w=se---------------------------------------------------....------- Dare PP PP Y C ----.�-- J Application Disapproved for the following reasons-- -------------------------------------------------------------------------- - -----------------........................------ ......... ................. ........ -- -- --- --..........--------....----- -----.........-------------`-------------------------------------------------------------- ---------------------------------------- q PermitNo. ........... a------- 7( .................... Issued ---.................................. .............Dace..... Dace THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Ter#ifirate of TompXiance THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired by -------------------------------- -L c n +U-----5Z'—VV... . __ Inualler OS at has been installed in accordance with the provisions of TITLE 5 of The State E nvironmental Code as described in the application for Disposal Works Construction Permit.No. .................... .... dated ........-.-.--....---------------------.-------- 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 qq //JJ TOWN OF BARNSTABLE No.-,/- ....,........ FEE.__ .... Diu-posal Works Tuunstr ion rrmit Permission is hereby granted_______��__ - `• __�� _ � f:�— to Construct ( ) or Repair (c.. —a ndividual Sawa.e Disposal System vC�� -------------------•------.-•--•-•---- -----•---•-----•-••-----•---•----••---------••---•-•••-•----•--•-•----......_...... Street as shown on the application for Disposal Works Construction Permit No.• ___j�__� Dated__________________________________________ A d of Health DATE...........•--••-- ' _ .. ` c�- ------------------------ FORM 36508 HOBBS Q WARREN,INC.,PUBLISHERS AsBuilt Page l of.1 ; .�� 1.R TOWN OF BARNSTABLE . e i'n r'X LOCATION SEWAGE # VILLAGE QSTi1�-e ASSESSOR'S MAP & LOT �/a INSTALLER'S NAME & PHONE NO. Gt CAPE L g K SejbCZ, SEPTIC TANK CAPACITY LEACHING FACILITY:(type) L eF ,t, gl'e_. .- (size) NO, OF BEDROOMS _PRIVATE WELL O UBL1C WA l/ BUILDER OR OWNER DATE PERMIT ISSUED: 1 - T I Z J cf „L DATE COMPLIANCE ISSUED .-_>© -' VARIANCE GRANTED: Yes No /. , Y hL fZiv efL I� I h p.Hissgl2/intranet/propdata/prebuilt.aspx?mappar-ll q=1 3/6/2014 O1SSESSORSM4PPARCELN .�!n' No. ------ -- E� Fee-- --- BOARD OF HEALTH TOWN OF BARNSTABLE Application-*rVelr Congtruction3permit Application is hereby made for a permit to Construct Alter ( ), or Repair ( )an individual Well at: --1 d--a-1----— •�e� — -— ,g_ r ut l l p— — —— Location — Address Assessors Map and Parcel - —�`,------------—----—------—----------------— Owner / Address Q 3` " '.S�,CR n.7D�C C I 'J-e ! � D�� (1 i..• 'Qf7, �OX �_G O �'t•4.�h/La_ ��Ct--��-lo �[_--------- Installer — Driller / Address Type of Building Dwelling -- -------------------------------------------------- Other - Type of Building ----------- No. of Persons--------------------------------------- Type of Well- - ;-- -- -- ---- - -- Capacity-----------------------—- -- - - -- - --— Purpose of Well ----------------------- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. Signed -—----------- — - ALA-r ---- date Application Approved B /— _/_-- _—_-- -- __-- s `a�'/i� . date Application Disapproved for the following -- --- - --- -- - - -- -- ---------------- �/�/ date Permit No. -- ---"°-7 — - - - Issued--- -- - - --- ---— ----- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f Comphance THIS IIS TO CERTIFY, That the Individual Well Constructed ("), Altered ( ), or Repaired ( ) Y- ------------------- _ Installer , I , at l�I-f =- c t e! -- `�--- c&7`+/v c_//P------------------------------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection N�CY! _ Regulation as described in the application for Well Construction Permit -- �`,41-'�ted- '- --- -y�✓ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE- --- ---—-- — - -------- Inspector------------------------------------—-- --- 2;[�T �+i "'Y 7i..ti.r ."✓ 'K'tF�. 4;e?"^'.^�`'tr".s4r��<r'}, 1(�y �w++lbr.�FWksiy`vn tiftv.t'tit)')y�y `yyj '''�b by f��l•? �.y�t .t " 'rn; BOARD OF HEALTH TOWN OF BARNSTABLE $- Applicat ion-*r V e[C Cootruct ion Permit Application is hereby made for a permit to Construct ( -'), Alter ( ), or Repair ( )an individual Well at: Location — Address Assessors Map and Parcel - 4�C�_ �.q� fl_ tr C3� --- - -= -f - - -= ------- - ---- 11 Owner / Address PU `Joys Go /fie vs o' Installer Driller Address Type of Building Dwelling---------------------------------------------------------------- Other - Type of Building------------------------------- No. of Persons-------------------------------- Type of Well-N -- - ----- - ----- - - Capacity -------------------- - -—— Purpose of Well--- ----------------------------- Agreement: The undersigned.agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate f Compliance has been issued by the Board of Health. Signed 6 S date Application Approved B -- � ---- g—- -- -— -D— L��%� _ date Application Disapproved for the following reasons:-------------- --------------------------------------- ------------ --------------------------- --------- — ----- - - - ---- - - - - -------- ____---- -- / date � - - - Permit No. -- — - Issued-------------------------------------------------- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ("'), Altered ( ), or Repaired ( ) ( 1 / �: Installer// �k at_� _ C._ /U-P / .�-1 v 3�f'/1..7( (��°---------------------------------------------------------------------------- has been installed in accordance with the provisions of the Town of Barnstable �, -�- A- r!� �, �Board of Health Private Well Protection _ Regulation as described in the application for Well Construction Permit N6y ted- -=--Z!757 146 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE------------------—- —------ —-- -- ——--- Inspector---------------------------------------- - ---- BOARD OF HEALTH TOWN OF BARNSTABLE Ve[C Con!9truct ion Permit ,,-- ,� No. � —�_� Fee Permission is hereby granted-6 ✓ / --------------___________________—_---- to Construct ( ), Alter ( ), or Repair ( ) an Individual Well at: - ------------------------------------------------------- Street as shown on the application for a Well Construction ��. - - ---- -Permit No. ----_Dated ---------------------------- - ------ -- DATE Board of Health ---------------'''r=---�=' --- --- �] 3 .2v yui � ad m U "[ 29'-0. o @ . .�rml..".I M'e y •V 24'-0' 4'-0' t f6 2B-0 I 1 f_0 S'-0' 6'fi' 12'd " o� L A L .+ �eorrorH OP FOOTING LQ A-3 w i o ._ ___________ _______'___ • ' %T.':t''.,.%�+ u'r'%.R"-., °.;',..4,, ,.u,„" .V+f Lt. /'"s-t fANG RO—MOIb/p'1Xa 4' R r _ ,. " T_________ _________ ______I ' 'I'/h• I (2)2X6 SILL(BORON SILL PTJ i W/5/6'%12'ANCHOR BOLTS s ' :. ' _ •Q — MO/ELTLO. q >.I y v�0 52'00412'FROM CORIER5(TYPI. _________�_ - I � •� MIN W BOLTS PER SILL _ .._ W'Y.ONL FROST WALL ON I PORTAL WALL SYSTEM YV ' I NOV20R ALL S STEM WMS, SEE DETAILS ON S2 COL X TION LOAOBy Cl _ REBA'I:TOP FT6 W/KEY,(�5 (SERIES I,DE5106N Z,A 4) � I R®AR 6 TOP OF WALL o/6r, •• i r u co PROVIDE STEP FOOTING AS NEEDED PER 6RAOE CONDITIONS cONL SLAB Ar6 DooRS GARAGE 5TRG. V a ( `// C TO BE 0 FL 12'-4' 233') I § T - _ 0 TIIERMTRI'= nl 4 a _ c _ ry ' M ^ 650.6E ICON TO BE 4'CONCRETE RO 5-2V2 X 6-KJ I/2 DROP TOP OF WALL TO BOTT OF �/� . SLAB(LONG FRET WALL BEtaN' EEIOo PSI)ON b'WELLERADED,SLAB - v A I COHP TO q5%MA%DRY DENSITY,SLAB h TO BE SLOPED I15'PER 12'IA FROM ) j Q /�1 T OVERHEAD ODORS `uN�wAVATED� q q i ✓' X 0'ON CO AN 5/B'FL GYP BDARD AT LEILIN6 LOLLEGTION DLbR BY C OPAY j /ND,F-E YWLL - -} TOP OF FORID WALL TO i (SERIES I,D616N 12,'A 4) I. 0.*q, i FIRE CODE DOOR(TO MATCH I BE 0 EL 6-0'03 00') INTERIOR DLCR51 _ 4Im IF r _ __ _ MNS +-• + "' ,. 4„.i ON PTE FRAME-------------- - i _____________ _ _____ _ ____________ IIMp��pN PERFORMANCE - �.1I ! 6-6' /a __ _ SERIES oOO gIAON _P `BEXGAVATED� - RO 32 V2 X 6-II F IA HALF THERMA TR 1+10074 b - q B _ BATH/ NO 6 i al0 v2 x b-IO 1 m G Top OF LONG SLAB TO _ I . SLA a L5•-0•ASDO PORCH N LIl�1 3 I .I 5.9'A• c m-»5.- ----- L sEA,T me wawa_orY am_ -------- ' � I ------- --------------------------- ------- -' ----- �- I •gE„mops.Tm PT POSTS ON ! 3_`•3e�q&=soa '`-gym 12'DIAIA CONL TUNE ON O - cilry nry a 24'DIA BELL FOOTING = X I uPnuomg5�..c�:'F m_o m m6-c -_ TO FNm11 WAL_L/� (D Y/ N � EL 13'-0r0300')�J s'-0' Ib'-0• 'C 4'-0' /^I�` /�D (2)5 REHAB 2g_O• +'A '� W � 02 4 F I R5T FLOOR PLAN N� M(j) dd- FOUNDATION PLAN s �� U 5CALE 1/4' - I'-O' ' (2)5 REHEAR SCALE 1/4' = I'-O M,^ TO FOOTING LIVING AREA•I4 5P D v/ C 0 � �>� 0 0 _ =LL BO FOOTIN5� A, •V - T I 10• , V/ ^^,, ^^,, W 0 LL 02 LL _DET.AT FROST WALL .A STRUCTURAL FOAIDATION NOTES FCWATION 6B.'ERRAL NOTE O S, A L E 1/2' = I -O• GENERAL PLAN NOTES -FRONT ENTRY DOOR TO BE SIMPSON DOOR FLOOD 201E REOIIREMENTG U O -CONNSxTONS OF FR05T F011mATI0N WALL$ -FROST WALLS TO iff 10'THICK ON 24'XI2' -SILLS TO BE(2)2X6 0 HOUSE(BOTTOM SILL TO 12 j -TO r1EROOM A HALF BATH/LHN6 DOORS -FAA FLOOD 201E AE(EL 0 ELEVATION 12) TO BE SECURED YV KEY(CAST FROM 2X4) CONT LONG FT6 HNJ KEY,PROVIDE 2 ROYIS BE PRESWRE TREATED)YV 5/5'XI2'GALVANIZED 1: -ALL E%T WALLS D BE RMISX65 0 Ib' OF 5 REHEAR 0 TOP OF WALL ONLY(REFER STEEL ANCHOR BOLTS s 52'OL MAX AND 0 12' 5 REBPR 0 Ib'OL IB i OC AR0-E%NOTED OT/ERWISEI _INTERIOR DOORS 4 CASED OPENING LOCATIONS -TOP OF SLAB AT LARR A&E Nq$E AT ELEV job no I709 -NO FOOTHS TO BE RACED IN TO SEC 4 DET FOR WALL IEI6NT5) FROM CORERS BOLTS SHALL ENSA6E BOTH NOT DIMENSIQED ARE TO BE LOCATED 3 SlUDS IVE N 12�5 oP M AT 6ARA6C DOORS WATER OR FROZEN SOIL RATE AND FASIB.ED YV 3'%3'XV4'PLATE -ALL IHY WALLS To BE 2X45 9 I6• (4 VP)FROM THE CLOSEST WALL AS S 'N IN EASEMENT° 1 TO BE 4•CONCRETE WA+IERS THERE SHALL BE A MIN OF 2 BOLTS TO FlIDN WALL \ li O C A%E55 NOTED OnERY115F_) PLAN OR CENTERED IN SPACE date 12 OGT09ER 2018 CONCRETE STREMSTH MIN F'C-SOW PSI (5L•DO PSI)W/6Xb Vil ON 4 YORE Rai SILL RA_IER TO SR Ol LIPPER SILL I34 71300 II RESIGTAM fANSTRWnpV(I SCdIAR:INLN OF NE54 ON 6 MIL VAPOR BARRIER =�DETAILS,ItlIE AND$LIEg4E pi OY16 -Y6NOOY6 TD BE ANDERSEN'A SERE-, I T/16-PLYWOOD W/BD 0 4'A2' -DESIGN CRITERIA TBO CNOZ-R92222-FLOOD AT 20 DAYS 5-1 FOR ANGiOR BOLTS AND OTHER C0101 it O OPFNIN6 PER I SCd1ARE FOOT OF FLQOR AREA) scai8 AS NOTED OVER C YEI.TO R%MAXAVEL REFER TO ELEVATIONS FOR NUNTM COMPACTED TO 45%FI DRY DB&ITY FOR EMBEDDED N FOUNDATION OF TION STR.CIURE TO BEROWN -CLEAR COVER FOR REINFOFLING TO BE s' B•®EDOEo M FO60ATON " I' N SRENAR I PPHOVE5IEFLOOR SUNG CIF 6ARA6E AREA.642 sF.(642 50 INLIGi TO BOTTOMS OF FOOTING5(LAST A6AINST - REpDI�Opg�NGS pR0/lygp. BOO 50.1 drawn ,IAL,rIM WALLRS AND 2'AT SIDE OF FOOMN S OR -6ARP6E SLAB TO BE 4'CONCRETE (3=AO P50 ON b'YELLdRADED 6RAVa -ALL MATERALS BELOW TIE ROOD EL TO BE �J TComF LOPED��I/�B'PER 12'(P FROM SNOB THE EA�/YbLMANIZED(sTwS,NENN DET.AT SLAB �v -SEE 5TIWTURAL SENERAL NOTES Alm TW DETAILS FOR OTHER REOUIREMENNT5 SCALE 1/2" . I'-O' s wLL raV' r ry \ o ISSUED FOR PERMITTING sht I Of B aao• EEy EQ 6'•3k' II'�i' b'-3k• o y �! A A o d A-9 •DIA SCH.ao caL Dora ? t� .ca s k I�4 s-ek PTOua�'ea.is x� � La VO 3ryix a PSL r ts)q In•L PSL r PrraN �,q to R rn ^ n ---------- I � o U j ---------- - -------- -------------- -- — -------- ------ -- -- I --- s c ` q In'I-JOISTS°161.00. q In•IJ0ISTS a 16'OL. 'F r ' TAPORED : : g r �qp ti y xa IPE DELKIN6 ON P.T.fgiANE ;o _ _________ $�•r � `�' o _ p---fNY qc o N r le -5 O ' • 'c IT S!•� 4 VY 1-JOLSAy F Ib ;. 9 In'IJ01ST0 o IB'OL: IV O — _ REG.ROOM YS w 6 v :: .� _____________________________________________ ______ HINGED : a F ID B P ATTo ____- -0 - ^ F BATH a ---- : Milk- TO,, __________v cj n1E sNorat - -- !� OF q� ____________ 9 SLOPED ROOF - l3l qq 1n•LVL�AI+IxIr,N>- l •Lv�An •rv'' .•.• ' •DIA SON DECK m L1 m - : P AON ab50 h ' ________ __________ _____ x Q� 34 X 5-0 ��_ a'd IOk• i7 3xb LLS..15T0. a . e : - A 3 1� _ - Trarr�•L �j � r _ STRG. - STRG I i5ff'dLT.N9 WEER 5I�ZFJ Y A#NJ ' - ._________ _____..__------- ._____�. — _ FULL IEI6Nf 51V05 _ __ ?X6 S 641k'I 3'-6' i 641k• �T•BEAM — (9 3Y9 v N axe p ._.._. .. ... q .. 1 g _ A-3 F I R S T F L O O R F R A M I N G P L A N �CLG SECOND FLOOR FRAM. I NG PLAN _ 4 SCALE: 1/4' v 1'-0' SCALE: I/4' Y_I'-O' NGiW� .A o Fla r;ice , 6ENEM PLAN NOT 5 �n -ALL EXT.YW.1_5 TO BE UhS a 16• OL 6AU.L:5 NOTED OTTERMSFJ --- c a-y9-•< ^ -'a`gvc po 6X6 PO51 _(Z)rl/4'LVL_ <$c 9 q.,p. q:.p. -ALL INT.WAILS TO EE 2M43 a IV (y aXIO CR a�v m OL.eum 5 NOTED OR 15E) �� - ry yr m u`—_ WIXPOM TO BE ANCHCiEN'A 5FRMV; nE B'4' IB'4' REFER TO ELEVATIONS FOR Hmm TSaa e m II l/B' (Z axl0 (a)aXlO <g c 3-e9— PATTERI6 ROUSN OPENING HEIGHTS 'NVL VE-LEY nE '' a c..-F�<E g�•.�a�..•e- ABOVE 51EIFi00R H'4 NII T/B'-INTERIOR DOORS 1 CASED OPBIIN6 LOCATIONS NOT DI ONEDn ARE TO LVL VELLEY ^,. BE LOCATED 3 SiWr(4 I '1 FROM THE CLOSEST WALL AS SHOHN IN e'- �' ob ✓•° (3 T I/4 LVL em _________________________ 1 4 PLAN OR CENTHFED IN SPACE B MIO CR T -g'- _g•; Ne g SECOND FLOOR PLAN HBHBLnE -I C) p o SCALE, 1/4" 1'-O' bXb PO5T I a c 2 I X6 T '•- 19 b T c C LIVING A1ZEA=4'11 5F �1L O e R)1 B' �AluOft(516 T,L T � /�' O L C POST DETAIL '° --------------------'-------------------------- W 9VWC 9GALE, /2 • I'-O' A I' IA. I N•�� ^ 17 - WOOD P05T DOWN - ALL WINDOW HEADERS TO BE (5) 2Xb'5 3 o N OLL UNLESS NOTED ; " o O�/,> c0 .� WOOD P05T UP AND DOWN -SEE 5TRUGT.GENERAL NOTES ON 5-1 d -------- ------------------_------------- TYP. DETAILS ON 5-2 FOR OTHER REO. x - WOOD P05T UP �a ? zTs �— O ti '• � N N �LL -ROOF 5HEATHIN6 TO BE 5/8" PLY. LI II c P 'w-y V 111 Z ojs - BEARING WALL BELOW W SD NAILS @ 4"/4";ALL 4'EDGES *u azoftAPTEs O QJ � OF RIDGE,RAKE,VALLEY,HIP, T - 9o9oAo� - BEARING WALL ABOVE EAVE W/8D NAILS @ 676" TYP (REFER TO 57RUGT. DET.) -WALL SHEATHING TO BE 7/16" PLY. y� axe .JOISTS.1'oL. I i ====___: -WALL ABOVE W/SD NAILS @ &V12" TYPIGAL ( job no.: nov - TOILET LOCATION(SPACE g axa RAPIERS O RAF ERs vac s I date - 12 oGTpeER pole -PROVIDE CONNECTOR @ ALL BEAM - ` �' j A-g OL. 6 oL. .a'oL. q 3 scale JOISTS AS NEEDED FOR COL./POST CONNECTION -i aX0 CLb.JOISTS 'OL. A5 NOTED PLUMBING CLEARANCE) 1 f T� drawn: JAL,M!•1 - ALL POSTS @ EN05 OF -WALL TOP PLATE- 4' LAP5;I6-160 °'' 'v''' axe 3 rev. i BEAMS TO BE (3) 2X4'5 ' rev..- ----- '''------' OR(3) 2X6'5 UNLE55 NOTED -51LL BOLTS - 5/5 DIA. XI2"@ 48'O.G. W/3X3XI/4PL. ROOF PLAN CEILING FRAMING PLAN ROOF FRAMING PLAN a SCALE, 1/0' . 1'-0• SCALE. 1/4' . I'-p SCALE, 1/4' - 1'-0' A-2 o ISSUED FOR PERMITTING ant 2 of 5 E B A 8 E 12 nnp 0 � o cc 11 Rr ARK'6lES�, LU ROOF 4 I� �HISTORIC. I�/�.SfLLLA5M6 T In� LERTAINI® y fy/J TO AI.IGN lxsnxb cLRNeiBRDs. m ram. XS IffAD/JAMB LASING LR PTO AUSH 'LAtIDMARK PFO' AND HISTORIC SILL •O L IX5 HEAD/JAMS CASH r5y CERTAINTEED �5y AND HISTORIC SU.L 2 V12 12V V Age TgAp RK q�rRgp�M � � RAILINi � ItAILIN6 ARK p +-� •`� A ` - o0M6Fav115LLM.WTIER 12 5Le FLAIR SJB FLOOR SUB FLOOR O y� SEC.FLOOR �sTo'�L.FILVit —. —. o YS.FLOOR t i V ®'"7 `` L.SHINSLE5 DGAX6 CGRHERHRDS. AA YdL'POTE 4 AA III •�TI I r--T Ix PRAPOSPT YY AL.SHI gqr�g bXb POST W/ v N I�� I I ` I I VRAPASE 1W U(YRAP KC.SHINGLES _ a ry N LJ FNDt1 WN.L f 1 i � L__`� s FIRST FLWR a FIRST FLOOR TOP OF`LASro.FNON,WALL )/I — COACMHAN COUX-110 X4 In PECKING ON IX4 In DECKING - L..,,� •� DOORS BY GLOPAY' FT..FRAMING F.T.FRAMING ✓}1��/• � �••• FRONT E L E V A T ION rPCALEEVnnoNNmES RIGHT ELEVATI ON LEFT ELEVATI ON SCALE. 1/4' = 1'-0' SCALE, 1/4' 1'-0' SCALE, 1/4' = 1'-0' - ROOFINCi 1ANDMARK PRO'ROOF V.e •_ SHINGLES BY CERTAINi® 12'-0' 12'-0' 0 '-0' - ••y_, SIDIN5, AG.SHINGLES 11'fi' 9'9 U4- 4'4 4'-0' - WINDOW LASING IX514 0E EAD CASING W/2X W15TOFIX SILL - B 0 V LVL OR(4)Ib'LVL � RID BOARD 2'-10• b'-2' - V-2' 2110• � DOOR LASING IX5 JA!$4EAD CASING M06E BOARD(5TRYT) 12 -" A-3 SWffERS(IYP) ALL WTES BY NB'ATLAO PREMIUM l In (2)II lre'LVL RID6B $R)TTERS'OR SIMILAR y +; ; ref C' c':. Y': BOARD(STRUGTJ . - (COLOR TO BE SPECIFIED BY UIElT) 1Y L S. (I L.,, Y 12 �ALLEY STRICT) T U2� 12 •ALL EXTERIOR TRIM TO BE PVC• 12 2XB CL6.,BT5 v CCREASES TO KIBN T ln� d� -�3)T V4'LVL CAM i_ (Z 2%10 GFffIUE BEAM 12 DEL.RATE N10•T.R 01, FT(R 2XI0 _2 ®�DOWER �' STRLGT.RAFTER(BEYOND) (5)2%8 HEADER AZEK TRADEMARK RAIL ] g (2)2XI0 CREASE 5 > SCMPEt I5y �� g, BEAM(BEYOND) 2D 121/ / W T I/4-LA HEADER NGL�Br F •fie/ REG.ROOM STRG. (u a In•LVL Aa REG. cexrAlNrEm $ - �M9:v RAFTERS a Ib•O.C.— STN�Omf AGE ROOM STORAGE -I 12 9/4•TLb PLY ALUM W1T1ER g ys L{/ 9 V2 I.£OISTS o Ib OG - 5 V2'LVL 2x6 GLb..BTS.a 16.OG o� �•• o-.e °°`'PKP°I"5 0 - ...////�AA _ 5I�FTpOR ✓.. 6 M SFL.FLR it 1/4'LVL(CUT �' �e`�� 'PfSs'px 'm�• 1� DIL TO b' R:. pBL l •SFL.FLOOR �e FIRST RR )LA. (2)2Xa BEAM 6 FIRSTS-FOL ��^�� ////'''' S In• IDN�15-0T/ORSG LL _ `5.�a�"o5��3 =`c' (B)7 V4•LVL HEADER b%b F05T YV HALF BATH/ - -Gg's ui~l m j oa 6 ,'� 1x rRAF PORCH VE5T. y, GHANG N6 lxsnzb caRNERBRDs. m c v. — ^3=o s` ;p ;� � GARAGE VEST. m m A.C.SXI o s Ull4'- 4'LOtL;.SLAB E)2X6 P.T.BEAN 'b c m '"°�`.e c a< CON:.SLAD ` v me :'� 2-1 FLOOR /• �TD.F�� 5LOPED UB PER 12. =o�FIRSTR.A� ---••---------- 2oS�n".�'m�i=ie: :- -�WLLL— i T OF co`. EL.B'-0'(15410') c�mm 4 R$YFLq� 11 ^.'I 1d' Iihi `V EL V8 0'03,00'� c y t (2)2%b SILL(BOTTOM SILL P.T) P.T,b%D POSTS ON (2)2%b SILL(BOTTOM SILL P.T) ^` 10'FROST WALL FU Sre'XI1'ANCHOR B0.T5 O 12 CII0.laJG.1U1 W/%B'XI2•MICHOR BCLTS• W O Q ON 2FN)1Y COHG. 52'OL.1 12'FROM CORNS ON 24'01A BELL FTC 52'O.G.!12-FROM CORNERS; 10'FR05T WALL �vcc FOOT*W/�, MIN(2)BOLTS PER SILL MIN(2J BOLTS PER SILL ON 24'XIP CONC. v i FOOTINGrr E W/KBT REAR ELIEVATION *�' � mm Q 5 E G T I O N A 5 E G T I O N 5 "�RO U .6 SCALE. 1/4' = 1'-0' •V-00.N SCALE: 1/4' = 1'-O' - 5CALE� 1/4• • 1'-0• rr. N N•U) L N c > Tp�gARKFRO `. (D 4) y O F RL10F 5HINCLES BY •� y CELTAINfB"D ON 5re' ^ Y %4 IPE DECK.ON P.T. 12 O i cvx FLY.ON 2wo I%q aEa�aes b 16'DG. - —n/ O > RAFTERS a S'OL. ZANDMARK PRO•ROOF `p (TAR#D US PER 12') g LL 5HIN6 BY CERTAINTEEO 'LANDMARK PRO'ROOF B• Lg SHINGLES eY LERTAINi® WC.5HIMLE5 VJ S ON 5RA RAFTERS 0 ON IZ 2%b RAFiHta a VOL. ON 5/B'fA%RY.ON �• 5• W q� 2X6 RAFTERS o 16'OG. 5 RUB MB•EIRANE B 7/B•� 11 1 17 ON B/4'YA%PLT.ON ,V LY % � � ` ,%'. 2Xa5 a lb'OL. py,UM�TBL O •L''}'� \( /� AR- :. `.. �' a (TPFEt®I/B PER 12') IXb FASCIA L CuBy PROSCO ON O .O SCLPPEt U \V r FAA Y /•• T :� - ON 1%&JKKIRS V x N8002 )rm"W GPO 9'4 I/4'TO W WN� UfB TRIM BOARD `�\' MOLDINC)CN LX FASCIA ,LX SOFFIT T. WALL AT HGIeE LEAD COATED SHELF }, / FLASHING ON I%5H®F job n0.: IT09 '< /, 5 ' / c date 12 OCTOBER 201E y'��; /•,,^- I%SOFFIT m -B0L11XXe FFBRRRIIOE�SgLOBBppBED MOLDIIItNNYb—»� v IX SOFFIT IM D(BLOfLKINb� IFASCIA�FENRH scale AS NOTED Q sppNoUia((gpRoggoo am MOLDINS •B018 UP,CS BED ON I%BLOGKINS A $ •GPIs BROSCO drawn: JAL.MM MOO DDMC ON yyy FO 91 B'LV BEAM MOLDING YV 2x L I S I 8 C e 5/4• 5 v4• :�. •` ON 1z FRIEZE eoARD y m g •ED1a 0RO 8ED MOLV1m rev. BLOGKINS ¢V V IS u °NN iz 1 �D - 9 In'I.DI515 0 16'OL. •t rev. I%HEAD CASINS(4 Irz'FJw) UU ��IT�.p MO.DINC L 5• ' ' •` .SHIN6l8 a F ��BFOSLO j I I%:VI%b CORNERBOARD ly f N `> a I EAVE DETAIL SCALE,11)2'=P-0' 2 SAVE DETAIL ® DORMER 3 DETAIL AT ROOF DECK 4 PORCH DETAIL SCALE,11/2'-1'-0' �J RAKE/EAVE DETAIL A-3 n O •• ALL E%THt10R TRIM TO BE PVC • O SGALE�I In'=I'-0' • • O SCALES 11/2•=1'-0• •• ALL EM8110R TRIM TO EE FNG m O '• ALL EXTERIOR MM TO BE PVC • O SCALE.1 1/2'=V-O' •m ."EXTERIOR TRIM TO F'VG • ALL EXTERIOR TRIM TO BE PVC MITTING sht 9 Of 5 . CC U G uj O FIRST FLOOR FRAMING NOTES GARAGE SHEATHING ROOF FRAMING NOTES I o w PANEL AND FASTENER REQUIREMENTS o - FIRST FLOOR JOISTS TO BE -SHORT WALL 5E6MENTS AT GARAGE - ALL DOOR OR WINDOW HEADERS - RAFTERS TO BE 2XI0'5 @ 6" O.G. y II l/5" AJ5-20'S @ 16"O.G.. DOOR OFENIN65 TO INCLUDE ADDITIONAL IN EXTERiOR WALL5 GR 2X6 BEARING UNLESS NOTED SEE SCHEDULE IN Co o PROVIDE 1 1/4"OR 3/4" GDX PLYWOOD(VERT.) INSIDE WALL5 TO BE(3) 2X65 W/' 1/2" PLYWOOD GENERAL NOTES FOR AGG7PTABLE II - UNLE55 NOTED BELOW,ALL FASTENERS SHALL CONFORM TO TABLE 1 1/8" L5L,LVL,OR 055 RIM THE OVERHEAD DOOR WALL. PLYWOOD 5PAGER5 UNLESS NOTED. ALL HEADERS TIMBER 5PECIE5 AND GRADES 2p Qi ON PAGES 1030 AND 1031 OF THE MA55AGHU5ETT5 STATE M f t J015T BY SAME MANUFACTURER TO BE FASTENED TO BOTH SILLS AND IN INTERIOR 2X4 BEARING WALL5 TO BE BJiLDiNG CODE. cc AS JOISTS. WALL STUDS W/8D RING SHANK NAILS (2) 2X6'5 W/ 1/2" PLYWOOD SPACERS - PROVIDE 2XIO MINIMUM LEDGER ON t SPACED AT NO MORE THAN 6" APART UNLE55 NOTED. HEADFR5 SHOWN ON TOP OF SHEATHING FOR 5UPPORT P v. F' g c ` - FOLLOW ALL MANUFACTURER'S PLAN ARE I QUEST AN L5 BELOW THE / - �•NOCD ROOF PANELS - 5/0" COX PLYWOOD,UNBLOCKED EDGES, RECOMMENDED DETAILS FOR AND CONNECTION OF RAFTERS AT jI bD NAIL5 @ 6" AROUND PERIMETER,bD @ 10" PANEL INTERIOR FIELD ' ro OVERLAY FRAMIM5. ;I INSTALLATION OF JOISTS. ATTACHED PORCHES - PROVIDE POSTING AT EACH END OF ALL - PLYWOOD FLOOR PANELS - 3/4" TX6 G PLUGGED G PANELS, e POST CONNECTIONS TO FOUNDATION WALL5/ BEAMS AND AT OTHER LOCATIONS AS - RAFTERS SHALL BE TOENAILED TO WALL I UNBLOCKED EDGES, 100 NAILS _ E - PROVIDE BLOCKING USING SAME CONCRETE TUBES S5HOWN ON PLANS ALL POSTS TO BE PLATES AND FACE NAILED TO CEILING I o MATERIAL AS J0I5T5 OVER ALL (3) 2X4 OR N 2X6 STUDS UNLE55 NOTED JOISTS AT 5UPPORT5 AND SHALL AL50 BE BEAMS EXCEPT FLUSH BEAMS WHERE - PB44 OR PP64 (12 GAUGE) STEEL P05T BASE ANCHORED FOR UPLIFT W/SIMPSON N HIOA I' PLYWOOD WALL PANELS - 1/2" GDX PLYWOOD,BLOCKED EDGES, H o THERE IS A WALL ABOVE AND UNDER AN6HOR5 CAST INTO SURFACE OF WALL OR(2) 112.5A RAFTER TIE EACH RAFTER I 8D NAIL5 @ b" AROUND PERIMETER,81? @ 10" PANEL INTERIOR FIELD " ALL BRACED WALL PANELS AS NOTED - ALL POSTS SHALL BE CONT. DOWN FROM ON DRAWINGS(SEE DRAWING A-11 FOR THEIR TOP POINT TO FOUND. OR WALLS ABOVE) CARRYINo TRANSFER)BEAM. P05T5 - FASTEN RAFTERS TO NON-STRUCTURAL RIDGE I - GYPSUM SHEAR WALL PANELS - I/2" GYPSUM PANELS,EDGES c . ARE TYPICALLY GALLED OUT AT THEIR W/(4) I60 TOE NAIL5 OR(3) 16D FACE NAIL5 BLOCKED (PANELS VERTICAL),@ 6" AROUND PERIMETER, C/a TOPM05T POINT. PROVIDE SAME EACH RAFTER. FASTEN RAFTERS TO STRuGTGRAL :OD @ 10" PANEL INTERIOR FIELD - UNLE55 OTHERWI5E NOTED,FLOOR EXTERIOR WALL A55EMBLY POST SIZE BELOW ULE55 NOTED. PROVIDE RIDGE WITH 5LOPED-5EAT RAFTER nA\6ER SHEATHING SHALL BE APA RATED SC'_ID BLOCKING THROUGH FLOORS OR SIMPSON A35 FRAMING ANG GR EACH 5DE _ GYPSUM GEILIN6 PANELS - I/2" GYPSUM PANELS,EDGES UNBLOCKED, H "STUDD-I-FLOOR",EXP. I,COMBINATION (SECOND FLOOR PLATFORM BENEATH ALL POSTS. — SHEATHING AND UNDERLAYMENT, UP TO DOUBLE PLATE) �� 50 NAIL5 @ 6" PERIMETER,50 @ 10" PANEL INTERIOR FIELD TONGUE-$-GROOVED,3/4" THICK, NOTE: USE 3" MIN. END POST AT EACH HOLD- 5D @ 4" PERIMETER,5D @ 10" INTERIOR FIELD }-( — MINIMUM 24"O.G. SPAN RATING. - HORIZONTAL BLOCKING FOR NAILING DOWN(2 STUDS). ALL CONNECTORS AT HOLD- - FASTEN RAFTERS AT RIDGE FOR UP!IFT 1. L C.� GLUE AND.NAIL FLOOR SHEATHING DOWNS TO BE PER MANUFAGTURER'5 SPECS. r i. c i o �j TO JOISTS. TO BE PROVIDED WITHIN 48" OF GSIN� EITHER OPTION A OR OPTION B, NOTE - SEE ARCHITECTURAL SPECS FOR FIRE SEPARATION OUTSIDE CORNERS OF MAIN HOUSE AS FOLLOWS. WALL5 AND CEILING p AND GARAGE. C/a - - SEE DRAWIN6 A-9 FOR DOOR AND . PLYWOOD SHEETS SHALL BE NAILED OPTION A: APPLY SIMPSON L5 T A STRAP rn - F T WINDOW HEADERS ABOVE THIS AGRG55 THE TOP O nc RIDGE FRAMING LEVEL TO SILLS,PLATES,STUDS AND RIM JOISTS � THIS DESIGN ASSUMES THAT THE STRUCTURE IS "ENCLOSED" WHICH ` W/bD COMMON NAILS;6" AT PERT- CEILING FRAMING NOTES OPTION 8: INSTALL 2X6 R!D6f_ LOCK BLGGK MEAN5 THAT{HIGH IMPACT WINDOW GLASS WILL BE INSTALLED OR HJRRIGANE SHUTTERS WILL BE INSTALLED. DOORS AND WINDOW5 METERS AND 8" IN THE FIELD, PLYWOOD AGRG55 THE RAFTERS IMMEDIATELY - 51LL5 TO BE(2) 2X6 PRESSURE SHALL SPAN ACROSS THE BOTTOM AND BELOW THE RIDGE AND FASTEN ARE NOT INCLUDED IN TH15 DESIGN AND SHALL BE ATTACHED TREATED W/5/b" X 12" LONG TOP PLATES TO EFFECTIVELY TIE THE -CEILING JOISTS OR ATTIC FLOOR JOISTS THEM TO THE RAFTERS W/A M:NiM1u`-? AC.C.ORr0iN6 TO THE MANUFACTURES INSTRUCTIONS. GALVANIZED STEEL HOOKED ANCHOR PLATES TO THE STUD WALL ASSEMBLY. TO BE 2XIO'5 @ 16" O.G.UNLE55 OF 51X(6) 100 NAIL5 II A'_I 51\-IPSGN STRONG TIE FASTENERS SHALL BE INSTALL PER BOLTS @ 4'-0" MAX.O.G. AND 12" OTHERWi5E NOTED. . I *'AVIJFAGTUREFS SPEGIFIGATIONS �� FROM CORNERS OR SPLICES. BOLTS - EXT.SHEATHING TO CONSIST II TO ENGAGE BOTH PLATES AND BE OF MIN. 1/2" GDX PLYWOOD W/ - UNLE55 OTHERWISE NOTED ROOF 5HEATH_ FASTENDED W/3"X3" PLATE WASHERS A MINIMUM 24/0 SPAN RATING. - PROVIDE BLOCKING USING SAME SHALL BE APA RATED SHEATHING,EXP. !,5/b' NAILED WITH SD COMMON NAILS MATERIAL A5 JOISTS OVER ALL THICK,32/I6 OR BETTER SPAN RATING. AT 6"SPACING ON THE EDGES BEARING WALL5 WHERE THERE 15 A WALL p AND 12' SPACING ON THE FIELD ABOVE,AND OVER AND UNDER ALL c. EXTERIOR WALL ASSEMBLY BRACED WALL PANELS A5 NOTED ON - ALL DOOR OR WINDOW HEADERS G � - PLYWOOD SHEETS TO BE APPLIED IN EXTERIOR WALL5 OR 2X6 BEARING FRAMING SYMBOLS (SECOND FLOOR PLATFORM THE DRAWINGS. o v; 'oD in DOWN TO DOUBLE SILL) HORIZONTALLY WITH VERTICAL JOINTS WALL5 TO BE(3) 2X6'S �/ /2" L•NGOD pa q Lo JOINTS TC BE STAGGERED A MIN.OF 5PAGER5 UNLE55 NOTED. ALL HEADER5 wLo 52" BETWEEN LIFTS(TWO STUD BAYS). -UNLE55 OTHERWI5E NOTED,FLOOR IN INTERIOR 2X4 WALL5 TO BE (2) 2X6'5 A000 POST DOWN co - EXT. SHEATHING TO CONSIST PLYWOOD SHALL SPAN ACROSS SHEATHING SHALL BE APA RATED W/ 1/2" PLYWOOD SPACERS UNLE55 NOTED C\2 OF MIN. 1/2"GDX PLYWOOD W/ HEADERS 5HOWN ON PLAN ARP ' Co THE BOTTOM AND TOP PLATES "STUDD-I-FLOOR EXP. I,COMBINATION \ THE X - WOOD P05T UP AND DOWN A MINIMUM 24/0 SPAN RATING. TO EFFECTIVELY TIE THE PLATES 5HEATHIN6 AND UNDERLAYMENT, WALLS BELOW THE FRAMING '`QUESTION o cp NAILED WITH SD COMMON NAIL5 TO THE STUD WALL ASSEMBLY. TONGUE-4-5ROOVED,5/4" THICK, x - WOOD P05T UP AT 6" SPACING ON THE EDOE5 MINIMUM 24" G G SPAN RATING - PROVIDE POSTING AT EACH END OF ALL +' AND 10" SPACING ON THE FIELD GLUE AND NAIL FLOOR SHEATHING BEAMS AND AT OTHER LOCATIO\5 A5 TO JOISTS. HONK ON P AN5. ALL POSTS TO BE - BEARING WALL BELOW (5) 2X4 OR(5) 2X6 STUDS UNLESS NGTED - PLYWOOD SHEETS TO BE APPLIED SECOND FLOOR FRAMING NOTES - ALL DOOR OR WINDOW HEADERS .BRACED SHEAR WALL5(BEARING 8 HORIZONTALLY WITH VERTICAL JOINTS - ALL POSTS SHALL BE CONT.DOWN FROM NON-BEARING) JOINTS HORIZONTALLY LL STAGGERED A MIN. IN IN EXTERIOR WALL5 OR 2X6 BEARING o +�+ THEIR TOP POINT TO FOUND.OR SECOND FLOOR JOISTS TO BE WALLS S UNLESS (3) 2X6'S. ALL PLYWOOD CARRYING TRANS ER) BEAM POSTS 0 32" BETWEEN LIFTS(TWO STUD BAYS), SPACERS UNLE55 NOTED. ALL HEADERSTYPICALLYL C N 11 l/8" AJ5-20'S $ AJ5-25'5 @ I6" O.G.. ARE GALLED OUT AT THE R BRACED SHEAR WALL5. PROVIDE +� N Z PLYWOOD SHALL SPAN ACROSS IN INTERIOR 2X4 BEARIN WALL5`O BE(2) TOPM05T POINT. PROVIDE 5FMEF SHEATHING ON BOTH 51DE5 0 L THE BOTTOM AND TOP PLATES PROVIDE 5 OR 115T LSL, 2X6'5 W/ 1/2" PLYWOOD SPACERS UNLE55 PG5T 51ZE BELON ULE55 NOTED ROVIDE LVL,OR 05B RIM JOIST _ TO EFFECTIVELY TIE THE PLATES NOTED HEADERS SHOWN ON PLAN ARE IN SOLID BLOCKING THROUGH r'L00^c5 � U fd TO THE STUD WALL ASSEMBLY. BY SAME MANUFACTURER THE WALL5 BELOW THE FRAMING IN BENEATH ALL POSTS, AS JOISTS. QUESTION. 0 N 5 - HORIZONTAL BLOCKING FOR NAILING - PROVIDE POSTING AT EACH END OF ALL j t TO BE PROVIDED WITHIN 45" OF - FOLLOW ALL MANUFACTURER'S MAXIMUM RAFTER SPAN STRUCTURAL DE516N CRITERIA BEAMS AND AT OTHER LOCATIONS AS N— OUT5IDE CORNERS OF MAIN HOUSE RECOMMENDED DETAILS FOR SgHOWN ON PLANS. ALL POSTS TO BE �" ;I N N AND GARAGE. INSTALLATION OF JOISTS. (3) 2X4 OR(5) 2X6 STUDS UNLE55 NOTED I LUMBER GRADE AND II N W= Co SPECIES RAFTER II - FIRST FLOOR 40 P5F LL L C) - PROVIDE BLOCKING USING SAME ALL POSTS SHALL BE GONT. DOWN FROM Q , II 15 P5F OIL — a�+ - PLYWOOD SHEETS SHALL BE NAILED o- 5-P-F MATERIAL AS JOISTS OVER ALL THEIR TOP POINT TO FOUND.OR 11 TO SILLS,PLATES,STUDS AND RIM JOISTS N0.2 I N0.2 �; SECOND FLOOR 30 PSF W/SD COMMON NAILS;b" AT PER]- BEAMS EXCEPT FLUSH BEAMS WHERE CARRYING(TRANSFER) BEAM. POSTS ! 11 15 PSF U O METERS AND 8" IN THE FIELD. PLYWOOD THERE 15 A WALL ABOVE AND UNDER ARE TYPICALLY CALLED OUT AT THEIR SHALL SPAN ACROSS THE BOTTOM AND ALL BRACED WALL PANELS A5 NOTED TPOP• 05T POINT. PROVIDE SAME o I I' job no nog ON DRAWINGS(SEE DWG. A-12 FOR 05T SIZE BELOW ULESS NOTED. ROViDE II - ATTIC/STO. 20 PSF TOP PLATES TO EFFECTIVELY TIE THE J SOLID 2X8 l'-II" .I'-4' I' 10 PSF SC D BLOCKING THROUGH FLOORS I! WALL5 ABOVE i date 12 OGTOBER 2018 PLATES TO THE STUD WALL ASSEMBLY. BENEATH ALL POSTS. II - ROOF 35 PSF v � ii 15 PSF scats AS NOTED UNLE55 OTHERA15E NOTED,FLOOR 2X!O 15'-2" 1 14'-5" SHEATHING SHALL BE APA RATED Ii - EXT. WALL5 15 P5F DL drawn �u, "STUDD-I-FLOOR",EXP. I,COMBINATION — rev. 5HEATHIN6 AND UNDERLAYMENT, I I it - rev.:NT. WALLS 50 PSF DL 2Xi2 11'-6'' I6'-G" n �I yo TONGUE-B-GROOVED,3/4" THICK, I I - DECKS/PORCHES 60 PSF '�'� g MINIMUM 24" O.G.SPAN RATING. '� IO PSF GLUE AND NAIL FLOOR SHEATHING V TO JOISTS. 2XI2 --_-_ o q - o ISSUED FOR PERMITTING sht 4 of 5 ---------------------------------------------- Ills Ep��RE515 sf E TON PW MIN6 5E BO NAILS BALED SF6N�M5 p T =-- -----------------------------------`. � \\\y(SEE SI FOR SPALIN6/ _ o W � c, DEN.TOP RATE (ANfINONS BLOCKING NALED 5TW ABOVE EVERY OPEN M go !? TO JOISTS AND TOE NAILED INSIDE ONLY u RO I I I i �Q DOWN TO TOP PLATE NW TWO to •V • Y HOD NAIL EVERY B' L y 1 -1 W \ T y�IIryryIII�--JI�I 2%4 DBL TOP PLATE � ,Z-•-, cc FASTEN SHEA.THINS TO IE VER �Cl JJLLLIIL I 8D COMMON NAILS IN 5'GRID C la CD IR'bYP BOARD AMN S VERTICAL PANELS,ALL INAALL FRINS STUDS SILLS(TYP) O i t i e W FOUit ED6E5 FASTENED 1 ' i U g (iROVIDE BIOGCI1p5 0 ER S SINKER NAILS IN 2 ROP5 C V 1 I I FRAMING MEMBER5 1 I QQQIII A5 r®ED) •oc - EDGE INTERMEDIATE 1 • '••° ••••�:•••••••••••••_• - y . == 1� °�WSH{ 2)(4 o W'OL 5N 0)D STEPSON LSTA21 STRAP R III J( a JACK ST�iID NS15 OE ONLY) U 3 il� <QI MIN(Z 2X6 STum(TYP7 T° 6 KINS POST 5TUD o i+ 8 f €€ ccc 2%4 SILL RA E o l i 111 _� ' W (y 16De B'OL 14LK 9TW tp 0 1 1 • -- - ,L - = -J-L----- -------- / --- - 4-•---•--'.- �,.- TOP OF l TOP OF FWm TON01515 AND TO7=. E__-_ l -r________. TO JOISTS AND TOE NW211aDDOYNS(TYP) C FOWD '%12'6ALVANIZ IwpNATILO TOP BETE/T/TWO 1 Q� PANEL PT DOUBLE MIN. i U EDGE •y NAIFL�OIL LONnNJOJS BLCGKINb 2%6 SILL ON W SILL w i•5/5ALWID PANEL DETAIUa HORIZONTAL JOISTS, - STEEL ANCHOR BOLTS IF IYSED MAX 12'FROM CORNERS 5TA66ERED NAIL (DOUBLE NAIL EDGE 5PAGING DETAIL) - NOTES BOLT5 SHALL BE FASTENED PATTERN IF JOISTS RUN PARALLEL TO W 9'%9'PLATE HASHERS SHEAR NALL.THEN BLOCKING iI SHALL BE A FLOOR J015T ' (✓� �' •, NOTE. INTERIOR WALLS DO NOT L• 1 PANEL EDGE : ALL EXTERIOR IWLLS ARE DONS VERED R50ARE HOLD POYAS(J NO) R3YORATED SHEAR FALLS - VERTICAL AND HORIZONTAL NAILING NARROW-WALL BRACING V - FOR ALL PLYWOOD WALL 5HEATHIN15 �1 TYP. INT. NON-LOAD BEARING WALL �1 HEADER 5TRAP PING aj I SCALE I/2 = 1'-0 ' SCALE I/2' I'-O `� SCALE 1/2' =.•I'-O R ' FRAME-OVER 2X12 LEDGER - ATTACHED W/3-16D TO EACH 11 UPPER RAFTER BELO RAFTER RAFTERS �\ - —PORTAL WALL SIMPSON LS70 - I CLIP d II LEDGERW/(3) P II q I O N 16D EA. ��' II I 4 '�.�' Q RAFTER - �y d I i - BELOW ,� d I y In (1)H2.5A _ II 4 4 SIMP50N NDU2 SIRONGnE P, Its (@ each) N�SPAN P40 W TOR LSTA9 co LS70 C? � Do 0 HORIZONTAL 2x BLOCKING FOR - a LD NAILING THE PLYWOOD EDGES U] O PLY NOT TO SCALE NOTDWOOD BLOCKING DETAIL O RAFTER CONNECTION DETAILS O FRAME-OVER LEDGER DETAIL 14-I-JOII 0 16'OC �� W 0 VO j fA t N ^5"lpe(o I WRAP SIMPSON L5TA2 � �✓ W STRAP EVBiY OVER N ' ND HALER TO ALL ,V S N(R)IOD NAILS EA O I.L C co NAILS TOTAL - G _ � St SIMPSON LSU26 w ALL n ROD TOR RAFTER HANGER °••� W'� SHED ROOF slMPsrnINmrJ ..Mzcorrs earm Wu5/B ANCHOR BOLTS RAFTERS 2X10/2X12 LEDGER - •L (1j� r'•�••! In - • ————— —— —— TIMBERLOK SCREWS(X4-)TOP&BOT. U O SECURE INTO SOLID FRAMING U SPACED.@ 16'o/c - - job no IT09 ANLHGR BOLTS PoRTAL YULL date I2 OCTOBER 2015 TO!E SET A MM I'. OF 12'IVTH IN PoanN16 scale A5 NOTED N OPTION Ub ROSE TIES N' u TR°h°R drawn JAL.IMM MM AND FA4TELY BaOT E R FTER °Q.% AND FASTENED TO THE RAFTER, - ��„c 4 rev. PV NNAIILLSMPER SIDE(B)HOD COMMON rev. O TYPICAL RIDGE STRAP DETAIL OPTIONS O LEDGER DETAIL O GARAGE HOLDOWN DETAIL 0 EXT. WALL IO PORTAL WALLS CONNECTION DETAIL , C_ NOT T 2 O SCALE NOT TO SCALE NOT TO SLALE NOT TO SLALE V O C o ISSUED FOR PERMITTING sht 5 of �5 TOO O WRIX NiAL PORLATION NO1E% C UT Q s0' 4 M1tl ITO' rr-W N'4 2 0 C.7 -CONNECTIONS OF FROSTRALLS TO BE SECURED W KEY ro Ch d (CAST PP4142X4) CS •rj 7'-10' 612' -MD FOOTING TO E RKED IN RAnSL OR FROZEN SOLL .6 � V -WINCRETE STRISOT1 MIN PC•SOOO PSI AT 20 DAYS Q -OF PO COVERFpR frBI=R%TO EE S'TO BOTTOMS 0O N OF FOOTIMS OR K AbADbT EARTID AIL Y AT SIDES OF FOO7IWS OR YNLL9 M C7 FOR OTHER R52ARE14M NOTES AND TYPICAL OETAIL4 _________-_____, O IS S�Sr�C OR LNSS,PE1DED M FN3D.RBHt TO o L C V r ________________________ _____________________ FONLATION DBERAL N?IBAe FROST HALL ONCONCRETE M105T EVILS TO E IW TNGK ON 2V'NS GL11r.FOOrM6 N II��Y•�� WLM NOTED)GONT.GONG.FOOnNS YV KEY.PROVIDEMN 4'-O EMARAOE 2 ROM OF•3 R93AR•TOP 0E16NT OF rWL TO BEBASED QR DRADE 4W MIN FI"GRADETO BOROM OPPg7rI0SNLS ro BE(2)2X6 WIT,SILL P.TJ W%WXISPTGALVANED STB3 ANGIgR BOLTS•9YOG.MN AND SS OLa KK n)PER WIL 4 12'FROM. •IY PRON BOL'99I I LBLSA6E TWFCOR66B TYP. PLATES AIL PAS K OFW OLTS PE MTE ASHER T;SITCO SVML Be A 50 M 7 LANO ES SILL,CHEMLE TO SITONIR!<9 SILL,SB DET/JL4 N018 ML SGIEt111'ON DA HOFpR OF SPE S1 OVER a 8-10 ORS 4F'OR AIUGNORAG!OP 9LP613TRJGTLRC TO�EMBEDDEDIN FOBLATION�SPIER TO BE Y LONG.9000 PSI ON 6!9L TCP OF s% 00 _______ ________________ •EL M492'MJ19 v ,N i - i ' FLOOD 7CfE MI , - , , ,• , ' i TOP aF SIHF ro� -FlC70D ZONEAE I$L'VATON t7) , , V •EL 84 vS 0-01 � -rRORYaED TOP OF FG/ALATION•EL 19'-0'BGbT) -f ------- PROPOSED L M TP.FIRST FM SMM•E41%W M.4T) RroP aF RTLIL HALL To -DESIGN CRITERIA FER INi60UnONAL RESLBRTIAL GOO! �BE•s.is-0'ABbT7 TOP OF SELF TO E __________________ __ •EL 84 VS(8J97 n - OIJARE 22•OF ENCLOSED SEED OC OPENNIG PERT w a RQI B FOOT S ENG W.44 OF AREA GRAYI SPACE AREA.7994 SF.d xi INCHES REM 5l�VRT VENrj•ILTY FIRAJE TOP OF STEM TO BE -GRAYS-SPACE TO HAVE12FLOOD VENTS MODE m OROBUNS R I TA e •EL M'-I 9/D'MJ19 OPE14N6 Y®M TO IN EACH 8T SMART VBR'02 VEili9 TOTAL AT 200 9Q • BE OF.III fgVBt TO - BOP.OF VENTS TO E D ABP/E GRADE E•auamarl TOP OFFLNrLALLTD � (n to t T BE•EL B'-0'nObT) -ALL MAT84ALS BELOM TIE FLOOD ELEVATION TO BE '4 PRES9RE TREATED(STUDS,SIEATI016.ETGJ fV r , , B B •BEAM M -G GOWMWAO>T FOOTING 5 44EDULE , MOTT F= - F'------; 1 _________"__________________________________ MARK DIMOENSIOYIS R13NFORCIYI,S __ g� Q. • J`} ' .�p _ FI B'-0'XS'-0-X12-TW 4 49 REHAB EH•BOTT. ,�ELDW :S": 'R� '.Y%'' `i' �7 , Fc*o)El , r 4 _____________ 2'-0•X2'-0X12'TNK S FS FMBAR El't OBOTr. T-IOR'AS KEEPEO PER GRADE GOILRIOB , ,• , .v i - SIB FLA FIRST FLRR o r - ID'FROST YVNL oN i-- ------------- - TO.FRLN MALL A - l2NIN4SOBELG ; i D> � ___________________ ___________ 14'$7106T1� _ , ;F 2 ' p I B)4 1n'LVL BEAM 1 B)4 VJ'LVL EEAYY �_I - -._._ —.—.� i - FSREEIYL 121 P.T.2OaN 51uG W _ F Z __ . sre'w2'ANu1DFeeaTs --- -L- 15 r, _ y,L •SY OL.MIN W PER C —f•— xAra ABODE @.. YIfND STE}i�PM,, YEYIDB,57�BE/W �50'X90'AOCES , SILL 8 12-FROM jtw CORNERS T1 _-^ _ ___- y 43 RlHAR So tr IN- - TO.FOOTING p'"�`'-'-E W Cj'�¢� I3.3� � 2 �.�� $ e�- - 6•-r T/-r s'ax• B.O.FaanNG.y r ; _ - _ g,E f-s��- --------------------------------------------------- $;_____: DET.AT FROST WALL 4 IO FROSTYLALL ON 74'%D' SCALE. I/7 I'-O' i MIND FOOTING W KEY , _r____ __________ _ -P�•1•+ (c M0/4'O'BElOI1 FiRAdE - v A _ 51H FLJL•/8- _�',�A7 Y � M'}ADIp/Bp'F157�Qr� L e _ TOP OF MAL WILL TO - L7 e+ M'�97d'n47I')Q O L i "' i 1 ; EE•E.11 OSbT) A ' , r > M - , ,:. S , , , r �I' IB')V .______________ 06 __________________________________________________ __________________________ B (L9 / 'i r L. '.Pr aY; r dA• q,� -'b• :I IJ.,Y,.11 '�.,. • .p T N C ` (B)7K0 O SILLS neon TO�. •1� � P.r IN THS AREA ONLY •5 REwI W rP nJE{aI SGR�R PORGB Tr O TO,FOOTNG� RR l�41�RdY O. BO.FGOTINS� U O u' T. IO' r job no.: IT04 ------------------------------------------------------ ------------------------------------- W-W m TOP OF FND11 BALL TO RA.1 - VET. AT FROST WALL date 27 AU5UST 2014 0 296 SILLS(BOTT.TO BE P.TJ IN THIS AREA ALLY MELIVA WXM FORCILI E•E.19'-0'(138T) scale AS NOTED . SCALE, 1/2• • 1•-7' B •DIA GONG.TEE P.T.2X691 drawn JAL,MM SND9 ATL FLY. WO' 9'O' M•O'. rev. a. rev. v DET.AT THICKENED SLAB G A- 1 o FOUNDATION PLAN SCALE, 1/2• . 1-07 SCALE, 1/4• 1'-0 ISSUED FOR PERMITTING sht Of 12 i0a E 0 GENERAL PLAN lVfB uUi O LEGEND * FRONT TRANSOM GLASS IEI6NT TO OL M E%NOTED 0THEMNI E!IB STAR'SERIES 00ETOCK DOM 00 o vFW DTHERNIA-�000.MATUIV, � � y wd 4'-0'. {'-0' 7-0' 2'-0' 9'-0' •MATCH �� 6uZINb STttE EfO.W G.AEM PWOR i00RDEWNe O CARBON MONOXIDE! o U IEI&W OF WIP5045NELOW a'-0' 4Ak' T-0'Y- B'-0' H'-0' H u -ALL INT.KAL.L5 TO BE 2X45 a 16' ® N •t2 O.C.AlLLEA3 NOW OTFEFL'PSFJ NOT-INTERIOR DOORS 1 CASED OP3UN6 LOCATIONS SMOKE DETECTOR �x t44 ItZROROM THE GNED LA9roEST WA BE LL LOCATED SSHOMIN STUDS C7 V y x 17§{ x !�x ii eS x x o X _IMNO0,G To�MARVM TEXT 6ENERATION' PLAN OR CENTERED IN SPACE Y rA dh x h Eg r�Ht NS&ROWN NS OPENIie wNnN o .o U -SLS..�'�„ n OL' 9 103 9 PATTERNS/ROV6N OPENIIK IEI6NP5 "9•VIOW Z.STI.O POCKET�TWffi!WI/IDOW ` h ABOVE`JkFT.OiOR 1 TRANSOM LT-IN I o CUOHfN6 G-140 28 34 BpN�INS bW X l 204 - O - A ; RoC.�2-TIO U4%6-a ao 0 � FIREPLALE W RAISED6A5 NEAR'dM er TEAnuroR•oR Stnl �/ ._ �_ H'1p�1/SIiE TO BE NTH) ------- -�- GREAT RM. I I a p rf�r51 d . Io'-T 2V 1/9W STOP I'�I a PO GH I PLO, 64•x B•-0• Iz_„ DOLHLEpNI6: 3'-2k• A _ Ls„ CWlrA -21 I o _R 2-0 NB b/ �t L.: K>{4-4 4 BATH 4 °N' m -- ------------ ---------- b � sEAr - ----------------------- --- -----------= Y - ,pip/ y/� 29 3GUD+ S0 BEAM ABOVE Cmb B-r S-2k 2,-2- RD..2-01/4 x b-a DOUHLE•fUNS: CD - 88.g��N�� e/I) LNDY. MUD RM. j I CAMS-NS,DOUBLE 2-8MHLN& - RL.�2-0Vd is-4 ---' RO 6NESe/ . Y SLOPED CL6. - A6E%6-4 -c 4.2X6-0CL. 3� i REF. - G 0 ------______________________------ BT TLE ATOHMSTR. I I G . NSA 6422 - m EDGE OF FUTAY Vi i RO,2-0 V4 X 4-4 Q SLOPED as. F s __• EATING r{• S'-0- • B•ak• 12L- LIK-MM6:cu0N4+6 tale � '' '2 9 B—_ BYE DES (MI0��1-0 4%I 9A6N- 2PX'A'I HATCH FIK PIMU ______ ____________ ________________________ r DOAL94tW CUDN•N&2410 it HATCH Q NSA 6 iC MIK) EDGE OF FLAT/� 9-_2_%b-BCD. I msw2xb-eCO. 51TTING — ?�-U11�s^x�m 4",CUDIFN&2418 m ' _________ 1 w �li vIM�K NO,29 X 2-T vB .y -_--_-_- GOAT .. �%B— KITCHEN - cI 2'-0° 9 2'�' CLOSET 2 4% 9/Ib r/_ ' m qqVI A. AMUN6:CUAIai 9S2 Q '�__i c$ ]. --" b'Ak' 9'-0k• D'-Bk' I O NSA W% 1 $i oP TRANSOM HEI6NT TO xI _____. RO,2-a%2-T 510 KND N BELCH HEI&Nr OP - �-+ s wllrooweaoW SLa�ouPLAs.T/ �I 1 alar-w MSTR.BDRM. .3.2.�_ 7-hae • I -FABRICATED SAS AWNS-CUAM 8202 u n c c,ti mc§ ------------------------------ -------- - - - FIREPLACE W nisH Tll _ e D 6r'IEATILATOR'OR SI LAR FIrIG %PlT H- s<c —g i MODEL!SIZE ro BeI'Eo) 4 �_ — �3m2=..woe �T RD.2-0X2.7 SIBu9�c 0 p E06ED Fur/ io <wS�i—ss.-c �----' O O PTT. SLOPED CL6. ' DOOR LIVING q ® cII .�+ ,x13 - _ Q� •� DO/BLE{IM&: m (LO I v4 14 LL ----------- CnO Daa.Ep�6 � v QQ P.O. Z. 9-0 W%S-0 /11 L V/ 4 n ull d. ool�Eaear. OFFICE I ( CUDM316SOW O u _ I I ROB 90 V4 X 5b/-0 N T-0k' B'-0' 2'-2$' O e'AY. Cn I • sk' 0'�k• SCR.PORCH k B Igo I ROxsa a job no.: 1,70R X4 IPE OCK&. W-O,WIDE ( ( ( I I I date 23 A U&LI T 20M ON P.T.FRAME SLREEN DOOR R 9 2 2% ( ( 9 �y( X gI scale As NOTED I T �I3 drawn ry rev. . o � �°! � � I � IdI � F I R S T FLOOR PLAN rev. s•-nk• a-0k• 5 •-0• avdb• Tom' 8'-0' B'-0' Bvi LE: 1 a = 1'-O' IB'O I'-0' gj•q I''-0• LMmS AT�A 2564 5FF -2 SCR PDRLFi 2115 O � Ta-0• ISSUED FOR PERMITTING sbt 2 Of 12 c E t 6e'✓BUL FLAN NOTES c " 0 LESED d -ALL EM.KALLS TO BE 2X65 6 16' -INTERIOR DOORS R CASED OPENING LOCATIONS N OL Ad4E55 NOTED On[3RKSW NOT DIMENSIONTD ARE TO BE LOCATED 3 STUDS O 9400M DETECTOR (a U27 FROM THE CLOSEST KALL AS'"LV {p PLAN OR CENTERED IN SPACE CAftE'G1R NOHO)®E� c N •V-ALL INT.KALU TO Be 205 a 16' ® DEIFLTOR O.C.A6LESS NOTED OTIERASEJ 3'HORIL STUD POCKET BETHEEN KNOCK m O R TRANSOM l7 U t/f . -KNDOM TO BE MARIAN•NExr GENERATION' d V) REFER TO ELEVATIONS FOR WKTIN L RQ PATTERNS A ROUSN OPENING NEN+NTS . ABOVE 51,10ROOR c � d ----------------------------------------------------- w w a � V cc I y f � o D } rn B U � N O A U -b 1 R �.co .� cp 2'C 32'C i 2'-0• --------------- 2'C Ry - T-. - - - Ono SEAT -�, - a-a6' 'a r=i$• •o P v4• a'-2 n 1-21S• G - e —. M ------ -- --- ----------- -------- -------- ---- {� EDGE of FLAv t----- - , AKUNS CUAFN 2a2 O BATH 2 TLLE R c SLOPED C16.T O BATH 3 . ..2•I x IaI sib -� C1.05ET 0 ® -n n � LOFT ----------------------------- ----------------+ q4' LnR � O • e' r Arr1C ACCESS ! rFt 93 SyU!2A�Utis is KA.LDOYPI STAIRS 3•n; a ne _ A•uR Ra.a u2'x4a) � @2+•_s.�sS^A?a`� BEDROOM 2 BEDROOM 3 - VIM s•-a15• 3.-6. 2152---------------------------- ------------- - 5 cIDN-NG ze2aNS, - 2624 N RO.2-B u x 4-6 HALL XS,e I +' ® O -------------------------- --- ! Rc,2 6 ua x ; 44IK• e1A' Si )v T-4- IA 1S' e'-sk' a'-uk' � � � fA ------- -- 1 o EDGE OF FLAT/may SK FD6E OF FLAT/ SLOP®CRb. 1 `f-Ar ,�SLOPED Llb. �+ En 4. ------ ___.___ __ ___ _________ 1 ___ ---------! O N N to o O � V) , y qq date 27 AUGIFT 201E x I I d scale AS NOTED dray' €R rev. , .BALL,MIN+ 8 rev. m S E G O N D F L O C K PLAN a4lk raL �' r-- --aR a-uk' A—3 Z SCALE• 1/4• - 1-0- C LINIX6 AREA-92I 5F %47 0 ISSUED FOR PERMITTING sbt 3 of 12 ....._.._. . PROVIDE MIN. 20" DIAM. WATERTIGHT SYSTEM PROFILE ACCESS COVERS TO WITHIN 6" OF FIN. GRADE NOTES (NOT TO SCALE) ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR 1. DATUM IS NAVD 88 GARAGE SLAB EL. 13.1 COMPARABLE MEANS FOR FUTURE LOCATION. 12' 2% SLOPE REQUIRED OVER SYSTEM 2. MUNICIPAL WATER IS EXISTING Locus G NOTE: 2" MIN. WALL est o� �o�Q, THICKNESS REQUIRED **INSTALLER SHALL CONFIRM MINIMUM SEPTIC 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 10.3' 4"OSCH40 PVC TANK SIZE AT 1500 GALLONS AND ITS SUITABILITY 6" MIN, SUMP PIPES LEVEL 1ST 2' USE EXISTING 4 BEDROOM 4. DESIGN LOADING FOR ALL PROPOSED PRECAST 12" MIN. INT. DIM. SAS INSTALLED SEPT. 1992 FOR RE-USE. REPLACE WITH 1500 GALLON UNITS TO BE AASHD H-LQ \*9.62' SEPTIC TANK APPROPRIATE TO SITE CONDITIONS IF :. SEPTIC TANK/ EE NOT SUITABLE 5. PIPE JOINTS TO BE MADE WATERTIGHT. 9.25 PUMP CHAMBER ; ; .00 000 0000 0o(SEE DETAIL) \.9boo000000°0o WATERTEST D'BOX I 000000000000000 0°0� West000000.0000? 0000000000000000°00� 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE ao�o�o'o�o_ FOR LEVELNESS 000000000000000o0o0°°°°°°°°°°°°°°°°o° *THE INSTALLER SHALL VERIFY THE WITH 310 CMR 15.000 (TITLE 5.)0 0 0 0 0 0 0 0 o c *10f' MATCH EXISTING ° ° ° ° ° ° ° ° ° ° LOCATIONS OF ALL UTILITIES AND ALL Bay BUILDING SEWER OUTLETS AND 7. THIS PLAN IS FCR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY Q �000°°°°°°°°°°°°°O°°°°°°°°°°°°°°°°°°°°°° ELEVATIONS PRIOR TO INSTALLING ANY OTHER PURPOSE. w °°°°°°°° "°" °°° PORTION OF SEPTIC SYSTEM \6" CRUSHED STONE OR MECHANICAL 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. ( 2'5% SLOPE) COMPACTION. (15.221 (21) 9. COMPONENTS NOT TO BE BACKFILLED OR . SEPTIC TANK DB4-3 LEACHING CONCEALED WITHOUT INSPECTION BY BOARD OF FOUNDATION 12 / 123 D BOX EXIST HEALTH AND PERMISSION OBTAINED FROM BOARD e PUMP CHAMBER FACILITY of HEALTH. i 10. CONTRACTOR SHALL BE RESPONSIBLE FOR -_APPROX 1 !/' CALLING DIGSAFE (1-888-344-7233) AND RAD` �•. ..OFF gVW �"'� VERIFYING THE LOCATION OF ALL UNDERGROUND & ('` p �� OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF LOCUSMAI-"ESBAY - WORK. SCALE 1"=2000'f C L=134'27 11. EXISTING SEPTIC LOCATION PER TIE-CARD ON 9 PROPOSED FILE WITH TOWN. ASSESSORS MAP 116 PARCEL 88 i S87'05'21W +11.6� R=782' DRIVE N / 25.00' ��_ 2� 1 12. FLOOD ZONE FOUNDATION DESIGN BY OTHERS LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL 12) _ _ - - - _ --10.9 _ - - _ AND ZONE X AS SHOWN ON COMMUNITY PANEL EITHER LEEVE SIDE EOFLINE WATER ' \ \ �� SYSTEM DESIGN; #25001 C0757J DATED 7/16/2014 A) - - _ SERVICE CROSSING_ _ - 0 10.8 12. NOTE: ESTUARINE WATERSHEDS ZONE I + 3 K 05�°BPc � EXISTING 4 BEDROOM SEPTIC TO REMAIN ZONING SUMMARY bo opE 4 BEDROOMS TOTAL ' BENCHMARK: SL \8 PROPOSE@ - L RECENTLY CEMENT BOUND DI=1,Ft_,,»E0 GARAGE\ ,GARBAGE DISPOSER IS NOT ALLOWED ZONING DISTRICT: RC DISTRICT =11.6' NAVD88 BUILDING \ 1 BEDROOM ABOVE \ \ - SECT70N \ SLAB = 13.1 2 N MIN. LOT SIZE 87120 S.F. +1 \ o �� CONVERT EXISTING DWELLING TO 3 BEDROOMS MIN. LOT FRONTAGE 20' \ 2 3\ PROPOSED 1 BEDROOM OVER GARAGE \ M \ 00 �J MIN. LOT WIDTH 100 +12.6 MIN. FRONT SETBACK 20 EXISTIN DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD \ " TANK TO 12.5+ / M� USE A 440 GPD DESIGN FLCW MIN. SIDE SETBACK 16" REMAIN CONVERT- r \ _MIN,, REAR SETBACK 10 EXISTING MAX. BUILDING HEIGHT 30' { \ 4 BEDROOM� +123 � \ SEPTIC TANK: 440 GPD (2) = 880 DWELLING TO qF \ l •• £ 3 BEDROOMS �(F� 3 \ **USE EXISTING 1500 GAL. SEPTIC TANK SITE IS LOCATED WITHIN THE RESOURCE \ , TOF = 13.5 PROTECTION OVERLAY DISTRICT ` ADD A 1500 GAL. SEPTIC TANK/PUMP CHAMBER FOR GARAGE \ \ +12.9 NF\ \ S EK SITE IS LOCATED WITHIN THE AQUIFER --13\ - - - - - ,\ X/ LEACHING: PROTECTION OVERLAY DISTRICT \ \ EXISTING ® 4 BEDROOM USE EXISTING 4 BEDROOM SEPTIC INSTALLED Op. \ \ LEACHING \ +12.7 / SITE IS LOCATED WITHIN ESTUARINE FACILITY SEPTEMBER 1992 WATERSHEDS FOR POPPONESSET BAY, THREE •CP _>` \ \ N _ _ _ /X BAYS, RUSHY MARSH, AND CENTERVILLE RIVER LOT AREA \ � - - � _ /X/ ,\.1�'4�"E APPROVED DATE BOARD OF HEALTH ' MA \ 23,053 S.F. SITE PLAN \ / OF +14.6 #10 EEL RIVER ROAD \ ACCESS FOR ROUTINE MAINTENANCE OSTERVILLE MA COVERS TO GRADE � MUST BE PROVIDED FOR ZABEL FILTER. \ INSTALLER MUST FOLLOW ALL 250 GAL. RESERVE PREPARED FOR 1'13.9 MANUFACTURER'S SPECIFICATIONS FOR PROVIDE QUICK DISCONNECT FOR PUMP LEGEND- PROPER FILTER INSTALLATION CHRISTIANE CALDWELL 99- ALARM AND CONTROL PANEL DATE: DECEMBER 7, 2018 EXISTING CONTOUR �. TO BE INSTALLED INSIDEXNNA X 99 1 EXIST. SPOT ELEV. BUILDING. ALARM TO BE ON INV. IN 9.25' 1 I SEPARATE CIRCUIT FROM PUMP NO LOW POINTS -[99]- PROPOSED CONTOUR ZABEL FILTER 2" PRESSURE LINE - -- Scale: 1"= 20' [98.4] PROPOSED SPOT EL. FLOAT SWITCH ALARM 'ON (A1oo) 19" TEE SLOPE TO DRAIN BACK OUTLET TEE W/EXTENSION 0.25„ WEEP HOLES 0 10 20 30 40 50 FEET TH1 SETTINGS: PUMP ON „ 1000 GAL. CHECK VALVE TEST HOLE 5" WORKING RANGE 6 THIS SIDE ��NOFMgS .'�ZNOFMASS off 508-362-4541 MYERS SRM 4 �`� sq �`� qo OF BAFFLE � °ti � ti fax 508-362-9880 2� SLOPE OF GROUND 5„ SUBMERSIBLE 4/10 HP PUMP ��° DAOJIAELL.A DAA9EL �� ( downcape.com UTILITY POLE PUMP OFF 12 SYSTEM (OR EQUAL) CIVIL ° � down cape engiaee�ing inc 000 00000 0o No.46502 q No.40980 " y FIRE HYDRANT o00000 0000 00 qy 000o Pp F w``� �0F or'� 6" BAFFLE ��r c S T E� F s t civil engineers 1500 GAL SEPTIC TANK/ ss E� land surveyors NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING /® A6 5U PUMP CHAMBER COMBINATION � 939 Main street ( Rte 6A) DCE # > 7- ' 7 > (NOT TO SCALE) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 17-171