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HomeMy WebLinkAbout0144 EEL RIVER ROAD - Health 144 Eel River Road- Osterville _ c A= 115 -010 -003 ' J i f I Commonwealth of Massachusetts 0/0 003 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 144 Eel River Road ` r , a Property Address Steve& Roberta Ward ' -f Owner Owner's Name information is / hµ� required for every Osterville Y MA 02655 7/10/2020 page. Cityrrown State Zip Code Date of Inspection C ,Inspection results must be submitted on this form. Inspection forms may not be altered in any,/! way. Please see completeness checklist at the end of the form. Important:When filling out forms A. Inspector Information on the computer, use only the tab James Ford, key to move your Name of Inspector cursor-do not Ford Septic Services, LLC use the return Company Name key. P.O.Box dr � Company Address- Osterville MA 02655 Citylrown State Zip Code 508-862-9400 S12482 Telephone Number License Number B. Certification I certify that: I am a DEP approved system inspector in full compliance with Section 15.340 of Title 5 (310 CMR 15.000); 1 have personally inspected the sewage disposal system at the property address listed above; the information reported below is true, accurate and complete as of the time of my inspection; and the inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems.After conducting this inspection I have determined that the system:. 1. ® Passes 2. ❑ Conditionally Passes 3. ❑ Needs Further Evaluation by the Local Approving Authority 4. Fails 7/16/2020 Inspector. Signature Date The sy to inspector shall.submit a copy of this inspection report to the Approving Authority (Board of Healt r DEP)within 30 days of.completing this inspection. If the system has.a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original form should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Please note: This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same. different conditions of use. t5insp:doc•rev:7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page.1 of`18 Commonwealth of Massachusetts F Title 5 Official Inspection Fora 'r Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 144 Eel River Road Property Address Steve& Roberta Ward Owner Owner's Name information is required for every Osterville MA 02655 7/10/2020 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: ® 1 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: 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.re.pair, 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 replacedwith a complying septic tank as approved by the Board of Health. *A metal septic tank willpass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5lnsp.doc-rev..7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2'of 18 Commonwealth of Massachusetts Z Title 5 official Inspection Form I� Subsurface Sewage Disposal System.Form - Not for Voluntary Assessments 144 Eel River Road Property Address Steve & Roberta Ward Owner Owner's Name information is Osterville MA 02655 7/1 MOM required for every page. Cityrrown 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 pumpslalarms are repaired. ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or,obstructed pipes),or due to a broken,settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below.):. ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below).- 3) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to`protect'public health, safety or the environment. a. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment t5insp.doc-rev.7/26/2018 Title 5 Official Inspection.Form:Subsurface Sewage Disposal System•Page 3 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 144 Eel River Road Property Address Steve& Roberta Ward Owner Owner's Name information is required for every Osteryille MA 02655 7/10/2020 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 ora 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 z 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 f ❑ 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 c Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 144 Eel River Road Property Address Steve &Roberta Ward Owner Owner's Name information is Osterville MA 02655 7/10/2020 required for every State Zip Code Date of Inspection page. Cityrrown 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 El ® Liquid depth.in cesspool,is less:than 6" below invert or available volume is less than '/2 day flow ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 1.00 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. ❑ Z Any portion of a cesspool or privy is within 50 feet-of a private water supply well. ❑ ® Any portion,of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis; performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria`are.triggered.A copy of the analysis and chain of custody must.be,attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000 gpd- 10,000 gpd.. ❑ The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. 5) Large Systems: To be considered a Large system the,system must serve a facility with,a design flow of`10,00.0 gpd'to 15,000 gpd. For large systems, you must indicate either."yes" or"no"to each of the following, in addition to the. questions in Section CA. Yes No ❑ ® the system is within 400 feet of a surface drinking,water supply ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ 0 the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA)or a mapped Zone 11 of a public water supply well t5lnsp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 5 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form 1^ � Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 144 Eel River Road Property Address Steve& Roberta Ward Owner Owner's Name information is Osterville MA 02655 7/10/2020 required for every page. Cityrrown State Zip.Code Date of Inspection C. Inspection Summary (cont.). If you have answered"yes"to any question in Section C.5 the system is,considered a significant threat, or answered `yes"to any question in Section CA above the,large system has failed. The owner or operator of any large system considered a significant threat under Section C.5 or failed under Section CA shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 6. You must indicate"yes"or"no"for each of the following for all inspections: Yes No ❑ Pumping information was provided by the owner; occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? received normal flows in the previous two week period? ® ❑ Has the system Have large volumes of water been introduced to the system recently or as part of ❑ this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ❑ ® Was the facility or dwelling inspected for signs of sewage backup? ® ❑ 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 forthe condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? El ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance.of subsurface sewage disposal systems? The size and.location of the Soil Absorption System (SAS) on'the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health.. El approximation 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.7/2612018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System r Page 6 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 144 Eel River Road Property Address Steve & Roberta Ward Owner Owner's Name information is required for every Osterville MA 02655 7/10/2020 page. City/Town State. Zip Code Date.of Inspection D. System Information 1. Residential Flow Conditions: Number of bedrooms(design): 5 Number of bedrooms (actual): 5. DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 550 Description Number of current residents: 2 Does residence have a garbage grinder? ❑ Yes 0 No Does residence have a water treatment unit? ❑ Yes 0 No If yes, discharges to: Is laundry on a separate sewage system?(Include laundry system inspection ❑ Yes 0 No information in this report.) Laundry system inspected? ❑ Yes Z No Seasonal use? ❑ Yes No Water meter readings, if.available (last 2 years usage.(gpd)): Detail Sump pump? ❑ Yes ® No Last date of occupancy: currently Date t5insp.doc:rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System. Page 7 of1.8 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal.System Form Not for Voluntary Assessments ,. 144 Eel River Road Property Address Steve &Roberta Ward Owner Owner's Name information is Osterville MA 02655 7/10/2020 required for every page. Citylrown State Zip.Code 'Date of Inspection D. System Information (coat.) 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/personslsq.ft., etc.): Grease trap present? ❑ Yes ❑ No Water treatment unit present? ❑ Yes ❑ No t If yes, discharges o: Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readingsi if available: Last date of occupancy/use: Date Other(describe below): 3. Pumping Records: Source of information: Unknown Was system pumped as part of the inspection? ❑ Yes. 0 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 f Commonwealth of Massachusetts Title 5 Official Inspection Form / Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 144 Eel River Road Property Address Steve&Roberta Ward Owner Owner's Name information is required for every Osterville MA 02655 7/10/2020 page. City/Town State. Zip.Code Date of Inspection D. System Information (cont.) 4. Type of System: ® Septic tank, distribution box,.soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no).(if yes, attach.previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be;obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank.Attach a copy of the DEP approval. ❑ Other(describe): Approximate age of all components, date installed (if known)and source of information: 12/29/2004 per as-built Were sewage odors detected when arriving at the site? El Yes ❑ No 5. Building Sewer(locate on site plan): 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.): t5insp.doc-rev.7/26/2018 Title 5 Official.lnspection Form:Subsurface Sewage Disposal System Page 9 of 18 Commonwealth of Massachusetts p Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 144 Eel River Road Property Address Steve & Roberta Ward Owner Owner's Name information is Cisterville MA 02655 7/10/2020 required for every State Zip Code Date of,Inspection page. City/Town D. System Information (cant) 6. Septic Tank(locate on site plan): 7' Depth below grade: feet Material of construction: ® concrete ❑ metal ❑fiberglass ❑polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No 2000 Dimensions: 1 Sludge depth: Distance from top of sludge to bottom of outlet tee.or baffle 24 3 Scum thickness Distance from top of scum to top of outlet tee or. baffle 6 Distance from bottom of scum to bottom of outlet tee or baffle 15 measure How were dimensions determined> Comments (on pumping recommendations, inlet and outlet tee or baffle condition,,structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc..): The Tees were present. There was no sign of leakage. The inlet cover was 10" below. t5insp.doc•rev.7126/2018: 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 144 Eel River Road Property Address Steve& Roberta Ward Owner Owner's Name information is required for every Osterville MA 02655 7/10/2020 page. Cityrrown 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): N/a 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): N/a Dimensions: Capacity: gallons Design Flow: gallons per day tsinsp.doc•rev:7/26/2018 Tide Official Inspection Form:Subsurface Sewage Disposal System•.Page 11 of 18 c Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface.Sewage Disposal System Form-Not for Voluntary Assessments V!a% 144 Eel River Road Property Address Steve & Roberta Ward Owner Owner's Name information is required for every Osterville MA 02655 7/10/2020 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 8. Tight or Holding Tank(cont.) Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): N/a "Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No 9.. Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 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,): Could not locate the D-box-system is deep. No sign of failure from leach field t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 18 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 144 Eel River Road Property Address Steve& Roberta Ward Owner Owner's Name information is required for every Osteryille MA 02655, 7/10/2020 page. Cityrrown State Zip Code Date of Inspection D. System Information (cone:) 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.): n/a * If pumps or alarms are not in working order, system is a conditional pass. 11. Soil Absorption System(SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type, ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: - ® leaching trenches number,:length: 3-2'x2x42' ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative%alternative system Type/name of technology: t5insp.doc•rev;7/26/2018 Title 5 official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form y> Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 144 Eel River Road Property Address Steve& Roberta Ward Owner Owner's Name information is required for every Osterville MA 02655 7/10/2020 page. City/Town State Zip Code Date of Inspection D. System Information (cont:) 11. Soil Absorption System (SAS) (cost.) Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): augered down in stone. There was,no sign of failure. 12. Cesspools (cesspool_must be pumped as part of in (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.): n/a t5insp.doc-rev.7l26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of•18 i Commonwealth of Massachusetts Title 5 Official Inspection Form p' Subsurface Sewage Disposal System.Form -Not for Voluntary Assessments 144 Eel River Road Property Address Steve & Roberta Ward Owner Owner's Name information is Osterville required for every MA 02655 7110/2020 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 13. Privy (locate on site plan): Materials of construction: N/a Dimensions Depth of solids Comments(note condition of soil, signs of hydraulic failure, level.of ponding, condition of vegetation, etc.): t5insp:doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page la of 18 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Forme Not for Voluntary Assessments y< ' 144 Eel River Road Property Address Steve & Roberta Ward Owner Owner's Name information is Osteryille MA 02655 7/10/2020 required for every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 14. Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks.Locate all wells:within 100 feet. Locate where public water supply enters the building.Check one of the boxes below: ® hand-sketch in the area below ` ❑ drawing attached separately . A- L a f O Q_ GAIAg9_ A C3 3 . + 3(oay a 30 33 F1 3 y 3S t5insp.d6c•rev.7M/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 18 f Commonwealth of Massachusetts _ Title 5 Official Inspection Form ' Subsurface Sewage Disposal System.Form -Not for Voluntary Assessments »� 144 Eel River Road Property Address Steve& Roberta Ward Owner Owner's Name information is required for every Osterville MA -.02655 7/10/2020` page. Cityf1 own 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: no water at 120 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: 7/2004 Date ❑ Observed site (abutting property,/observation hole within 150 feet of SAS) ® Checked with local Board of Health -explain: topo and water contours maps ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: Design plans show no water at 120" Before filing this.Inspection Report, please see Report Completeness Checklist on next page. t5insp.doc•rev.7126/2018 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 144 Eel River Road Property Address Steve & Roberta Ward Owner Owners Name information is every Cisteryille required for eve MA 02655 7/10/2020 page. Cityrrown 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.7/2 612 0 1 8 Title 5 Official Inspection Form:Subsurface SewageDisposal System•page 18 of 18 CERTIFICATE OF ANALYSIS Page.- Barnstable County Health Laboratory, \yti 1 � Report Prepared For: Report Dated: 8/13/2008 E. F. Winslow Plumbing& Heating Order NO:: G0848367 8 Reardon Circle South Yarmouth, MA 02664 Laboratory ID##: 0848367-01 Description: Water-Drinking Water +" Collected: 8/4/2008 Sample#: Sampling Location: t�4 Eel_Ri�er Rd.Oste_—. r Rville�M Collected by: J.Clark Received: 8/4/2008 Test Parameters ITEM RESULT UNITS RL MCL Method# Tested Hardness 20 mg/L as CaCO 0.10 SM 234013. 8/5/2008 Iron ND mg/L 0.10 SM 31 1 1 B 8/5/2008 Manganese ND mg/L U10 S"^,31!1 B 8117/2000 Sodium 12 mg/L 1.0 20 SM3111B 8/5/2008 pH 7.1 pH-units 0 SM 4500 H-B 8/4/2008 Water sample meets the recommended limits for drinking water of all the above tested parameters. Approved By- - l7 (Lab. rector) �- = -kR t ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 CERTIFICATE OF ANALYSIS Pube: 1 fYJ 'F Barnstable County Health Laboratory l t J Report Prepared For: Report Dated: 8/13/2008 E. F. Winslow Plumbing& Heating Order No.: G0848367 8 Reardon Circle South Yarmouth, MA 02664 Laboratory ID#: 0848367-01 Description: Water-Drinking Water Sample#: Sampling Location: 144 Eel River Rd.Osterville,MA Collected: 8/4/2008 Collected by: J.Clark Received: 8/4/2008 Test Parameters ' ITEM RESULT UNITS RL MCL Method# Analyst Tested Note Tannin& Lignin ND mg/L 0.10 SM 5550B yn 8/4/2008 Water sample meets the recommended limits.for drinking water of till the above tested parameters. Approved By: ?Z "i4*-7 � (Lab rector)i r a ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 JAN-25-2006 WED 10:58 AM BSC GROUP YARMOUTH FAX NO. 5087788966 P. 02 Town of Barnstable °4tH Regulatory Services • Thomas F.Geiler,Director Mia E Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office:.508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 1/25/06 Designer: BSC Group, Inc. Installer; Address: . 657_Main Street, Unit 6 Address: pj W. Yarmouth, MA 02673 Max&_.hrrm Ni �.NI A On Q H CCm51 rLArA-,cm was issued a permit to install a (date) (installer) septic system at 144 Eel River _Road based on a design drawn by (address) BSC Group, Inc . dated July 14 ,2004 (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 'Red as-built y designer to follow. OF o� MARK DIS CIVIL � (Irlst s S gna e) No.45937 (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/SepticMesigner Certification Form J No. THE COMMONWEALTH OF MASSAGHIjSETTS FEE i1 BOARD OF HEALTH, OF �iA�a-Nf7�s4�LGr CoJ7vr� , 1 APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct Y� Repair ( ) Upgrade ( ) Abandon ( ) - Complete System ❑Individual Components 1p1n /4 f Lie(, iLr�IGTti �L04Q ®V I I �, l�o -rT/FY %i;x� rnulT CIO J�urp/IL� O6V. Cd, t.T7 Location Owner's Name !15 or o 00:1 '7?b fv*,- S- 0 5lrlY;�E Map/Parcel# Address , ��� Lot r �/— Telephone# //-'/� / r[l L ; �ltl -..Lh� Ca ,j�,X,Lam- `j o h�'1"s o s.9 Installer's Name q� r ,� Designer's Name V O3"l ( �.4ws0aAls �'�.� 8cii ;a 1r f re 6 Address Tel phone# Telephone# ,,type of Building: /lei.9r T-rA L /_���o�eo ,ryy Size (� � `�� Lot Size Sq.feet Dwelling—No.of Bedrooms S Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria Other fixtures Design Flow(min.required) S O gpd Calculated design flow 5� gpd Design flow provided X:54 gpd el f,,,.4 Plan: Date !�I&03 Number of sheets / Revision Date 41P /J' Title Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator J. J-0 fF--r" Date of Evaluation ALA/ a3 DESCRIPTION OF REPAIRS OR ALTERATIONS Quo The undersigned agrees nit R e e crib ed Ind' ual Sewage Disposal System in accordance with the provisions of TITLE 5 and further ag not to place th i til a Cer' ate of Compliance has been issu71- y the oaarrd of Health. g Si ned w Date �a / _`7 Inspections I FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 No. 2004J7 THE COMMOrWEALTH OF MASSACHUSETTS FEE /00 �Urnls �lf BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) Complete System The undersigned hereby lcertify /that the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Abandoned( ) by: rt �-� Ca�fiTV1 ?i�/�. y i at i qy Fe l If. it r oS)yVr .ale has been installed in accordance with the provisions of 310 C .R 15.00 (Title 5) and the approved design plans/as-built II plans relating to application No.A �—,)3 4) dated T y/ (13 Approved Design Flow 5-5-O (gpd) Installer Designer: Inspector .L )AY 1—. �� 1��J� Date (�" �� � L t The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. f FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 No. � '3"-� 7 THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct (✓Repair/( ) Upgrade ) Abandon (, ) an individual sewage disposal system at �} � K �ro/ i2� a./ )4�:' as described in the application for Disposal System Construction Permit No. `5-- ,dated Provided: 3struction shall be complete°d wit iri three years of the date of this permi"t.All loca conditions must be met. *4 Board of Health .--r r'� �' FORM 2 - DSCP DEP APPROVED FORM 5/96 a C� FORM 1255 (REV 5/96) H&W HOBBS&WARRENTM PUBLISHERS- BOSTON /'vim r '/ .1+i n':iyi y{'y.d�"Fi".v... rwf`~'�"t�1'�.^w. .1�'f+lh"'.:"..� '•'r.'+L;iti`� ... _ '�'9•+•a ` x EALT tE`^'TN E'COMMONW� B O} ` fD� OAF'�H E A' 7 / �` t �7'tl ?✓� pFitN1Tii8C� ( OJTc'-1v:tLC) j APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT APPLICATION O S Application for aPermit to Construct J)C) Repair ( ) Upgrade ( ) Abandon ( ) - -Complete System ❑Individual Components -'- 141 Xec- ,ZnlE-R- /2.0,44 S(Doi ( f Q ��rt,vy Bar,-r:ti Tn�1T C/o /,.,.�rl,cc 0`�, Co. Cry, Location 3 Owner's Name o f o - e �� � ' `T�(, nN4 iw' C.F' o 5 7.7%tyic:e Map/ParcY# Address / Lot# r Telephone# /"► i �.��5� ,it, 1, , C5'6,J _L C �►�u �'j C. Installer's Name"'* c� r Designer's Name G:CO ink �" f � -• / i�f S4ecvs �'/{���; r3�4 �^���' r� t•tr � `8 of ce j Ad ress- Address Telephone# ' A (_ Telephone# I_ /L P.,!/i!C �� 'u •S�/LY T`�M' 14! ��a,+f C ctr✓^�' � � /nC l.Gl,r y 1 /U�/Lr S Type of Building: r'A L- 6�A400/c'� Lot Size Sq.feet 11 Dwelling—No.of Bedrooms � Po'6� Garbage Grinder ( ) r Other—Type of Building . No.of persons Showers ( ), Cafeteria ( ) �w�L'� (�u Otherkfixtures .Design Flow(min.required) S'S'O gpd Calculated•design flow 5 gpd Design flow provided J-�1 gpd Plan: Date /.A,"J- a3 Number,of sheets / Revision Date 0 Title r Description of Soil(s) JC,NC - M-2`a f,�.✓a Soil Evaluator Form No. Name of Soil Evaluator .-0 fh'l'^' Date of Evaluation IA/Flo3 DESCRIPTION OF REPAIRS OR ALTERATIONS �0� 1 � • s t r 00 The undersigned agrees ato-install the'�o d/escribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees not to place the sys int 'e'r ion u itil a Certificate of Compliance has been issued by the Board of Health. / / - Signed I Date Inspections FORM I - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 / TOWN OF BARNSTABLE SEWAGE # 200 VILLAGE �e^� 'CCU ASSESSOR'S MAP & LOT?Y► INSTALLER'S NAME&PHONE NO. SEPTIC_ TANK CAPACITY o���O <•f! siz 3 1 a 1 X i' LEACHING FACILITY: (type) '^ Y2 NO.OF BEDROOMS BTUMDER OR OWNER Q-,^ LJI ee n_ �-Piles PERMITDATE: 12 0 COMPLIANCE DATE: 1 Z Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by f ;�'- - � . � �6 - Q ,,�� �y � �� '�� �- ��' � � - �, `� I �, � , ® ��� � � `� -- - - - SHNEE E �f Town of Barnstable P#�D OF �p� o Department of Regulatory Services BAM STAB Public Health Division DateMARS- v� b 9 � 200 Main Street,Hyannis MA 02601 ATFD µAr a Date Scheduled I2 J D 3 Time Fee Pd. l Soil Suitability Assessment for Sewage Disposal Performed By: Witnessed By: SOL*— 04.�74 A 'S• LOCATION & GENERAL INFORMATI N` Location Address ' GQ( �,t ,D J) Owner's Name I /, A,(�`„y�'/`� I�K� Address ` Assessor's Map/Parcel: 61�"G03 •Engineer's Name & NEW CONSTRUCTION REPAIR Telephone# O iv .4;Q (9 Land Use (J��r� �'�wg h�,,yo o 0 Slopes(%) ,Zt Surface Stones QJ Distances from: Open Water Body 15-,C> ft Possible Wet Area ft Drinking Water Well N/,4 ft Drainage Way ft Property Line oZJ * ft Other t2 SKETCH:(Street name,dimensions of lot,exact locations of test(toles&pert tests,locate wetlands in proximity to holes) r©3r 4 ' M -r?';t 1°, 0 PT-1 T`Pal l � / r io3�a i 501 Srt�- �'Pq.�AGraT� Parent material(geologic) Depth to Bedrock N/q Depth to Groundwater: Standing Water in Hole: NI Weeping from Pit Face r�A Estimated Seasonal High Groundwater >h DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION TEST Date 1A11103 Time !o 0 0 Observation Hole# TP�( Time at 9" 4 Depth of Perc 3 r s6 Time at 6" Start Pre-soak Time a Time(9"-6") End Pre-soak Rate Min./Inch 0 Site Suitability Assessment: Site Passed _ Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----=------ ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q HEALTH/WPIPERUORM DEEP OBSERVATION HOLE LOG Hole# 7,0-1 Depth from Soil Horizon ,, SO Texture Soil Color Soil Other Surface,(in.,y% (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) o—64 0/.4 t DEEP;OBSERVATION HOLE LOG aj .,R ;Hole,# Tp Depth from Soil Horizon Soil Texture Soil Color Soil ' Other Surface(in.) (USDA) (Munsell) Mottling ',(Structure,Stones,Boulders. Consistencv.%Gravel) Q{/,A lo,.t,...y �.sYB/Y DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No_ Yes - i Within 100 year flood boundary No_ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? ej If not,what is the depth of naturally occurring pervious material? Certification I certify that on /' S (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,a ertise nd experience described in 310 CMR 15.017. Signature Date Q:HEALTH/W P/PERCFORM ALL EXTERIOR WALL5 TO BE 2X6 GON5TRUGTION. 1\ m•-0• _ _ - ze•-o• - - l0'-9 Imo' IT'D I� _ ALL DIMEN51ON5 AND ADJUSTMENT5 ARE TO BE • - VERIFIED BY CONTRACTOR PRIOR TO ID - D'- V2' ,'-0 I/Y T 2' ,'-0 I • 44' II'-T W-2 I/2• r 1 1 GOMMENGIN6 CONSTRUCTION. .__ ___ .. .__ ___ - MOIGATES OJTSIDE O � O � •#' ,.� _ DECK ABOVE --A'-Io V2• -- s-io,t1S� D•-I• e'-r e'-I• _ .. _ - - _ VVVjn .. _ .. �) -------------------- •CIA.SONOTUM ON 2D'DIA.'GI&FOOT•FOO"ND° ----- - , - • , Ap M 1 • • Y �t O .. Q ________ ____________ __________________________ _____ ___________ ________.......___ _ __ _ __ ------- A .r --------------------------------------- , Ell , , , , , , F __ ___LVL____ _ _ 1 , r , , , ---------------------- - , (I)4-W2 LVL RIM JOIST D'GONG.FONLATION WALL _ - - R 1 O'/L1M N7LK�A0 ON 20•X 12•GONG.FOOTING I*KEY puism n. .____-____- ABOVE IN _ r, 4�C41C-SLAB s .� 1+ „ - rr „ r .. ,�' i r41 h- 'IBA• _ - 4 . - . _ Y '- %1C36 0 y (2)4-I/2• CELLAR 9PL�x1 „ LVL GIRT }I/J'LALLY GOl5 ON - U r • r, CONG,rOOTIN3$ f r 2) .r i r y • • r , i 12-7 a• IG'-0 I a• i' .•-0' 4'-0' ry S'-10" e'-a' 4-a ,-O •a-B• �. r , - r 6-0• sox SO SOU so p+ o oo ee r ' ' LVL G1RT (2)4-1J2' ' LVL GMT 1 , , - - •-.a---' s � �J Vim./ � 8$g� _�� ..r.:..., 2xb ON P.T.2XB BILL I.1/IrJ' r 'AR�ASM •4._.' AND 12-BOLTS.e•-0'o.c. - n y $c$ b ' ..., A I `� .. AND 2'FRON f.ORt�ER9 ,/ yj C C r: f;_:� Bouso -- --- ------------------------------------------ ------ _ f W. r � r UA $ r r POGI4" - - r ` VATm� - Q rr. , � 5 s ti . . o p , r r - r-colic.Fooro '4 -'- ----:a . .' K_1 ��V Q _ W W Z Q 1 • r r r r r cc r O 10'DIA.TIRE 24' 2'i' 4'-2' '-4' 2' _ � �(� / �,,�(,/,'y�l S I � IL w Z S•GONG.FROBTY,ALL ON (` L � ui W N IS12' '-0'- S•-0' 1a'-0• KEYwAYONG.raonNG \1\` —V7 I LU LL 2 Iv • /. r / Je — 040 MMGN 12.2004 vj� 'IY J .c.r A®11O7GD ,ZaAL,AT FOUNDAT. I ON PLAN r SCALE. 1/4• . 1•-0' .. °> y ' ----•-- -- - - A-1 1'1 ----------------------------------------------------------•------- -----• Mrl: I or 11 �.a.. .. - . _. 'NOTE: ALL'EXTERIOFz WALL5 TO BE 2X6 CONSTRUCTION. V J ,, d •, ALL DIMEN51ON5 AND ADJUSTMENTS ARE TO BE VERIFIED BY CONTRACTOR PRIOR TO i U III COMMENGtNG CONSTRUCTION. • N N-0. .-0' T.-A .�-]S+' A'•4 S'-I S A' 5• 9/A' II'-b I " DECK . o L Q - -- -------- SCREENj—p 1 ^ PORCH - X 4 OE 0 ON IDS m - f N S « 111 N (-�/A14TED LLB.-j' A N ill 4-0'. 9'-0•.. - ,� BREAKFAST w 2. • Aa p ; l Iq m ; q N A N___________ Y �+iv T ' N N A +c—vAULTEb�Le.—�• -------------- 0 •{,v MA5TER , KITCHEN FAMILY ROOM BEDROOM i d y,iY"ING ROOM ... O ' ; f Q I; �VAVLT®cEILINb _ A N - Q a� 9110 In" 11-9 In- 1516 In- - IA'-II I/A• Is•-z• zr_'I vA' - G � _ E0. S.-W IL � P.Q. " bASdNEfAL FIREPLACE N O ; 2/0 e5ED . oZ o pµTTRT - ___ ORNb ___i_r__�__ W - - ii+ ___ ___ ___ - .. 9/b CASED I WIL IN -WILT-IN FLAT ,•.- -., T 9NONEI2 iv n f _ ppENb - j _ a,-T• W.I.G. � j,� A % ate �EDaE,b�� W� 4'-J• 7'-,I A' 4'_I 4'P 1917. T•_j' p - OOP�EMN X .. o PDR . cASEa aPEArb � E q V M u LAAJNVRY r� n MSTR. Q Q , .. - u BATH 2ro x e'-0•. Is•-s I - � 8 a _ > D1 v+xa/e ^ FOYER 4 DINING - _ g`k• � =z 82 Q4agae �h r e vAeux a;�eeai eoARo" - - - 3•ti ------- R y D ko,,502 �IVDY al ENTRY .. O o - PORCH - N N X 4 MAYgS AT —VAULTED LELLMS—p, e'10'GIAM.FD.COI_. �L N GAFZAGE- I Q ' ON SHIHG D SASE F , r I - LU to r 4 Z QLU 19 A•CON-.SLAB ,1 ' Z F G F -10' 4-0' COW- S.�/-TO • s Q 8 8 oJ4.�R9 Ili Q. 9'-0 I b`T Sig n' b'-0' ..0. W-O' - 4 2'-4' - 9'-0' ]•-0' Iq�I i p_ 1W�'Q, - - ---- --- - YJF- -- --- ---- O iL DOD2s I i I -- - J—ro.: oas MARCH 12.2004 • - I _ E 4CAI� A9 WTIV 2/0 cONc.APRON F I R S T FLOOR PLAN pa� SCALE. 1/A• • 1'-O' - of 11 ° ` .NOTE: WINDOW d EXTERIOR DOOR 5GHEDULE ALL EXTERIOR WALLS TO s N400EL 4 DESCRIPTION R019M OPEW NS, ew,'ED/MIN "SINe ar U5 r $ , - ALL DIMEN510N5 AND ADJUSTMEME GONSTRUGTION- NTS ARE TO BE A TY'1 2M2 ALDER aBL.KMf 3'-10 UD'X S'-411/D` On - VERIFIED BY CONTRACTOR PRIOR TO I N B TVI 2452 ARPM OSL.KINS 2'-b I/6' X W 7/D' 6n . ° COMMENCING CONSTRUCTION C 7N 74410 ANOMOBL.MAIS 2roIW X W-07/6' 6n - --------- ---- ---------, a 7N 244e ANOFR DBI.N1149 2•-6 I/6' x 4•0 1/15• bn - e TW 2442 A 47M DBL.MM6 2'-b VD' X 4's l D' en F — ID410 ANDER OBL MA40 I•-10 Vb- X S-0 7/8' 4n .- to -V e TIN 2642 ANGER.OBI_.11140, V-O 1/6' X 441/6' 4n • - ^ - N ow-2615 DM.TRANSOM 2'-10 VD'X 1-7 7/D- 5H X IN < _ I x 4 ONT-040 OA TRANSOM 2'-b VB' X I'-T 7/D' 2VI X M K ONT-IDIS VA.TRANSOM 1--10 VD- X I'-7 7/15` 2N x , .• v j V L CVH9B [.ASE1•SNT 2'-41/6' X 4'S 9/6' 9N X SN(MR) B-b 1 a-. 6O-0 IW M CN-145 CASE"NT 2'-4 7/6' X 4'i"' 5N X 4 (AV �� •.. a T � r� - . N C4-35 GASEMEM 2'-47/6" X W-5 S/b' 9NX 4M(4J2NV _______________________ ______________________ O AN '-4 ASI ANNINS 2 7/6- X X- 7/D- 9N X 2M 1'4 7_3 9 IV-.A VA. .•. P OWL lob ANOeR.OVAL PIX® 2'-0 V 2' 2-X W-O V2' 2M X 24 4 01 CUSTOM WCOUAL Lee ARCM 2'-10 I/6"X 7-1'./- SEE eLEW. i - C12 CUSTOM WCOVAL Leh ARCM 2•-10 I/V X WO"./- See 0-CV. ' ' ------------------ as _ ci� W GJSTOM UCOUAL Leh ARCM 2'-10 I/S'x 9'-0'./- 9CC eA.eV. Y7- 1-1-6 ; 5" - . 04 CUSTOM VICOIJAL L'"MCM 2'-10 1/6'x 2'-7'./- WE ELCV. - RI GJ9TOM WCOVAL LEO ARCM 7-10 1/6'X 2'-0"N- 6ee CLeV. R2 CUSTOM VtCOUAL 12e AR011 2'-10 Ina'x 3'2'./- 9CC 4.LN.91 CUSTOM IAISQ JAL=6 ARCH 7-6 115,x 1•-1-N- On C12V.22 U19TOM UICOJAL Lee ARCM 2'-0 IW x 1-4•./- BCC CLLY.I F/W-90bIMA-% neW-441N OP KNOW 4•-0"x "I, W4 x 5MBEDROOM 2 P/W60610AL PRCNCMNOOD NINeCD b'-0'X b'-II" 9N X SM .4 / .. 5 M*M&'bIIASR PROC40100P NINSCD 6'-0'X "I* SIN X SN - i 4 FNG-60611R FRMCMAPOO OLUMt 6•-0'X 6'-1I" 2"X SYI O-0 S 6-A Iw T- 7 4' • _ - _ . s FRONT DOOR OOOR TO DQ DCTERMIN®LA1eR n i ALIEN OVER .. BeAM/WALL BeLON T - 1 16 RISERS _-__:___ ____ S'-10 Vl' II-31O' 1'-11' LIN. gp gp ' BATH#I q (=l ��l F _ UPPER HALL l4 �_J �./ - + q to OPCN KALHO T9 5/4' b'C 9W 1/4' sus U7 x y31q'O UK ____________ BATH#2 - pd 4 (2)2.0X6-6 (27 2-OXb-0 p - 72_56'flE1' q OPEN TO . ' BELOW ol _ ,: •• - -- .BEDROOM a3 � `- --- m - ------- - 2,-0, ➢` � easE of WALL -- ----- -_ 1 Y G b AL16N W ' E E NAIL BCLON TALLER(4•-2'J CLO. , t IN TNS AREA ` 9-D IR' i•q 9'-T V4' IC• 4 U 3 ' 9rm'P AL ABOVE i Tyyy ettc�'1 p 4 X b 6 - a D Sm _ - - - 2/6 X 6/6 9 : w BATH#3 - �• .✓.. - - - P * „ , T_ LU i LU � IL ` '4'-0 IQ'- 4'-S I/l- 2'-D 216 I Y-0 IR' {'-9 4'-0' N-0' - 4 N< . 6iLU 1 m W L 2 y � Q Q- W z0 BEDROOM#4• N - a - � 't V -' F O iu MARCH IZ.2004 .eAL A6 NIOf® 5 E G O N D FLOOR PLAN - SOALe. I/4' . 1'_0• L �4r1 . � ' I 'PAN r ' , rRv rRv- O B O g b, n r 'NOTE: ALL EXTERIOR WALLS TO SE 2X6 G R ON5TICTION. �\ ALL DIMENSIONS AND ADJU5TMENTS ARE TO BE v pLl_ - - VERIFIED DY CONTRACTOR PRIOR TO O O _ COMMENCING WN5TRUGTION. V 9MIN9LE5 - - U T i%O BUILT-OVT RAKE 1 FM 1 ----77 • 4 .. A_11 ______ _____ ____________I_____ 13 I%FRUZE wa6O16 BED . / O O 3N0 FLOOR I-q'LOrtR FLOOR T - / ®®® }''� �j ® ® ® �ADO'✓E 6ARAbE. TTTTr ..: .. Y ❑6.t:..I � _ GVSTON BRALKETSJul . U _ of I � LAM OF OAR NE ix4 JAMB/Ix5 AP U s pppRg _ GA91N6.2x SILL '^ , . r W wM1TE CEDAR 9NMBLE9 1ST FLOOR .. IO'VIA.FIBE"LA"G COL. - - x t ,ON ID'W.BA9B f9'-D'TALU r ` - FV WNTE CEDAR 9NRl9LE5 - - F R O N T E L'E V A T 1'0 N ( W E 5 T ) SCALE 1/4• a 1-0' - rx� tit lit i - }�IA �T_Fo 13 V F ." ARCN.A9PNALT 11 - - ./ , _ - Z Q 9NIwLE9 - - - t W LU -------------------- Q v 1, l!1 12 LU 4J I1 s LU C46TON PRAGKETs V.T.F'05T IRAPVED 4_ O W W Ix Au sloes IXB FRANe FOR xReeNS J� 0419 3x LOICR CAP w dew KARCN 13.3004 46455 BASE wl. A9 NOTED 11-0'x& *cuffi'ad — mnn VAN BY r4NYMDK POOR? g Z CORK.APRON ;r v. RIGHT SIDE `ELEVATION ( SOUTH B_ wa: � of 11 'NOTE: ALL EXTERIOR WALLS TO BE 2X&CONSTRUCTION. f\ $ - a�s:e ALL DIMENSIONS AND ADJUSTMENTS ARE TO BE V p)11 _ VERIFIED BY CONTRACTOR PRIOR TO ^^ y 0 0 gyp .. COMMENCING CONSTRUCTION. r �" Q' 'F^ARGN.ASRMLT SNN6LES—�• - , 12 12 X _ V, V VVVY t CRICKCI + Q AT. V, V 1 � r z � , FIN_____ ____ l�l TE CEDAR 9MNOLE9Fm \V a 2 .. ..g ..__ w reAveD cDR,eR9 ••. 444iii L 10 1rp�' 4 JAMB/IXS IEAD Fm GAkVN 2X 91LL Al ON wWore _ �-mw tP-1•/AtlMAHOG.pECKIN6 TIIIGlCEN A9ON P,T.1ST PLOOR TL��y R E A R ELEVATION (:E A 5 T ) H SCALE, I/4- . I.-0- - J .. DOE VENT IID E—ARCH ASPHALT 9NINSLE5 , �� c • kk $$ 12 12 Y- • .. _ ` IID �LL•..` . .. aT r r.. - Lu � ,-+ — -_ — --------------' _ 11J 0 -------------- ---- ci tj D s Y µ LLu „ / Mrm 4 WAR 9KftNX9 r Q Lij LiZ O tu? Em FM E �g J 7: - : 4X4 P.T.POST PR TDAR• • - +. w Ut ALL NVIB U FRIEZEN•L016 BED (1— `t O w ALJ2x LJT'El¢c+w w - a - .IPb Iw.: oaro q54 BAW - , Cl 1X4.NI•®/D-3 NEAR d4w MARC«12.2000 x�+ CA9N49 8 2X SLLL _ .e.r AS NOTED LEFT 5 1 D E ELEVATION ( NORTH ) s , donor. SCALE. 1/4• • I-0' ..f3 - • , f- _ , I •�� J •NOTE: ,^ ALL EXTERIOR WALLS TO DE 2X6 CONSTRUCTION. 0 ALL DIMEN51ON5 AND AO-USTMENTS ARE TO BE VERIFIED 5r CONTRACTOR PRIOR TO COMMENCINCG CONSTRUCTION. r , I U � , • ',-. - .. RIO6E VENT a .' -� ,. . < .: � ;` .. y) - �n 2 x 12 RIObE ARON.ASPHALT SHIN&LE3 II� ` •L ,L o � 5/0"GDx PLYWOOD 7 ' « -2 x 105 o ID"OG. v ', _ «. _A-11 • � U j . i.. - STORAGE � 4 9 rZ R106E VENT 2 X IZ R109E - Y A-II I. ' ARCM.ASPHALT SHIN6LE9 n.• ., t i ' ' LVL BEAM IS/D"GOx PLYWOOD : In'bYSTPR�BO. - 2 X 105.16.O.G- I., f41 11-1/D` 3 XDD'9 O 16'IOC. LVL BM. (Z)1 5/4 x II TAD LVL a^ R-30 Fb.INSUL. ,S XA5 Y IB"x. 4 A. Pb.INSN.. UPPER HALL T - •� I2 ` S BATHROOM 12 + BEDROOM •• 1I . 2 • 11 2 y, In,�TRAPPRIB 11 A-II 9/4•Tl6 PLYWOOD T - 2 X 0S 6 16,OZ. II-T/D'AJSIOS Alt I6'OL. R-30 PA.INSA- - - R-14 F.b.INSULATION R IXB EDGE l 0'DIA,Pb. cz) Bo. COLUMNS D/4'Teb PLYrY]OD / W 11 OK 1.Jt•3 STRAPRN6 - GENRR DEAD ' - II-'1/6'AJS1D9 LVL SI•l II-TAB'AJS10•G i 16.oz. �� R.M Pb.P6ULAT10N 4 _ s 1U•T LIVING ROOM - '- - 'LIVING ROOM - - FOYER . I x♦MANOb.DEGKIN9 - 3/4•1 6 PLYWOOD ON 2 X 105 R 16' OL. II-TAD'A.8105 O 16'O.G. jl p u i 2xD fD1 P.T.2%D 1 2 x 10 P.T.D1A, - R-I4 Pb.INSULATION I X P.T AHO�5 16' !ILL MYTH-I/2'ANGMTR - it F BOLTS•b'-O.OL.AND t -. BM. S/4'Ttb PLY AT EDGE C . 12'PROM Come" (2)2 x 10 PLUSH - IB)Z%10 ddd L' 9/4"TIB PLYMIpOD • I' 11-TAD'AJS105•16'or— (L 9-V2'LVL n - BEAM AT ED" WOOD II-TID'AJS10S•16'OL. - I R-14 Fb.INSULATION - 12-GONG.PIER �` $`0 p •� . Pv OOY R-14 P.O.INSULATION 12'GONG.PIER N - FOOTINb 1616-POOT POOT*ill, BA5EMEM a c t Q L 2 Q D`GONG.MLALL ON HA5PYIFNT + 2x6 ON P.T.2X6 Y 20,x 12'THK.LONG. :`1 SILL W1TM 1/2'ANGYGR - FOOf'b IW'KE'WAY , - _-__-__ 100L�1'b'-0'OL.AND 1 LU 4 _ • _ e.Y' '. ,. DUCx�1'r�lutyi.LGO�L. �,'. 4'.GONG.SLAB � POCTS rV KEY L: � (� r i ._ - - -•. "4'LONG.SLAB -• .- - r POOT'6 rV KEYWAY - + CORNERS ,. ,.a V Ck ul S.EGTI ON SEGTI ON ---��� �/` 1_�• z SCALE: I/4' 1'-O' SCALE• I/4' 1'-O' I w Leb ro.: OM9 cUW MARCH 12.2004 • _ - —1. AS NOTED PAH f e _ _ • •fir »NOTE: r ALL EXTERIOR WALL5 TO BE 2X6 CONSTRUCTION. �\ p ALL DIMENSIONS AND ADJUSTMENTS ARE TO EIE v (� ]x u R q9e PLATE r VERIFIED BY CONTRACTOR PRIOR TO W IU ID COMMENCING CONSTRUCTION. r r 0•pl , ANON.ASPHALT SHIMS O 9/e'CO.PLI"oop 2 X IOS Ib'Or- _ I x 6 STWAPPIH ]X 6'S 016'OG MASTER BATH - - , .. .4 Y`• ( \ ,'` 2xe ON P.T.]Xb to SILL WITH V2'ANGCR BOLTS 0 b'-0.OL.Ate 12'PROM CORI@R9 9/.-T.6 PLTWOOV = 0 f II-1/6'AJ509 0 Ib•OL. - •• . - f It-IA Fs.14SLLATION • :•�-6•cowl.PIALL ON - .. 20-X 12-CONE. .SEAS FOOT&PV KEYWAY 5EGT1 ON 9l ALer I/4' • I'-O' ARCM.ASPHALT SH INOLES COX PLYWOOp 2 x 1as I Ib'OL, I] MOM VIEW - ., - 1 2 X 12 ROSE PLATE _ A-11 I] T L ''`i ' A9PNALT 31M 1P9 Tim Y ,y°g 6+ 2/e'0 PLWOOD kk A` k r LL I%S YSry�• 2 X b9 I] . Y II '71VtF*Iw6 • N In'DTP.BD. ' R-60 F6.Nut- 1 X TPiRAPP1//6 ARCM.ASPHALT SWN6LES IXD STRAPPW9 aj ' 9 I6'OL. COx PLYWOOD ROOF BPJUNO 2 X 67•t6'OL 11 SHELF b h - R.90 F IN9UL. $b Y 1 y C Cj `� Hz90 PB.WSLL. b' '1� UDY3 11 2 X 109• Oc. P I -b yp,.qO ygy 666 g¢g Z 1 x s sTR.>rPIN6 in Ix a evoe.ceNTeR \ --------%�_'---------------- -------- --- I - .. - L _ �' 01 Q N ' LLJ BEAD BOARDOL. / FLAT GtB.AT , . ` (]/]XIO BeAM PIALK-IN CLOSET o• f .. .. .. y_ H. � V2'OYP.6D. - p F II-7/60'SA.15109 0 Ib'OL. D _ Lu O N ie BREAKFAST �' - - �' - S/H•P9LeitATm C•YP.BD. Q IJ ROOM QQ �' 4 t I X 9 STRAPPING § 3 § STUDY - § DININS ROOM n LOVEIgD PORCH u z ENTRY b IL . �' X 22 STeel BM..W LALLYLu s , - _ ` GOL'H DOWN EA.SIDE q.J.In"ALP-WALL PY CAP TWO-GAR C ARA&E !i >< r• ' • 1 X 4 OPLKIN9 .. Q - X.PIAM S.DeGGINS P.T.]%e5•N'OL. 1-2 x 6 ON]XB P.T.SILL 2 X b I.T..Ib'OL. 1/2'ANIHHOR BOLTS 4•C.ONC..SLAB W lL W ` T AT W-0.O.G. P - TlG RYWOOD ;1 6/4'TlG PLY1"IR'7O �' 9/4'TlG PLTTNDOD c L J - Z ' I X 4 MAHIOG.DEOKINe ". 1 M/D'AJSI05 JOISTS _ 11-1/6•AJSIOD 0 W'OL. 11-1/6'AJ31O'S 0 16'OL. ... 1 . .... .. (V� P.T.2 x 1" 0 16'OL. R-19 P.O.PHYLATION R-14 PA.R6KATION `•- W 0 R-W P6.IN6VLAT1011 Lu I]'oOl/l.PER HV Y BAIT r^O�' V F" v ' 12' 91G-FOOT FOOTT9 4 } PULL BASEMENT _ BA9EFffNT F :,r F F _ In 'f .SLAB POOT'B W KEYWAY Job lw.: 04q V . ... .. ' 00U PMRCN 12.2004 . r..`; 141-0- LEA , LEO _ d'/O1 PAN r.v. 5ECTI0N 5EC;TIO'N SCALE. 1/4' • 1'-O' SCALE,-1/4' • 1-0' O ' • f —7 , -r 'NOTE: ,^ " • ALL EXTERIOR WALL5 TO BE 2X6 WNSTRU6TION. �j J U i ALL DIMEN51ON5 AND ADJJ5TMENT5 ARE TO BE W L VERIFIED BY CONTRACTOR PRIOR TO Yl +p C.OMMENGING WNSTRUOTION. - � r 2-2X10(PL4Y1 AT.-, TYri e' + g1 2-2x10 rLI bM. 2.W 2-two PLLMH EM. , ,\ p q U th.i� � _ � r Q• x o 0 0 . P.T.2 X .6' L. Jp 9.. log (31 I b/a x'i /6` vL oil ,J I-T/8 I09 16 OL P ` - FM e ,Q X )I ,•K 1F/b• . FWA H AlST - (11 C'4 9-I L4L 84AM, ) I .. - /10 (2 1- 'X /2 LVL M 1 l Y g �F�4.�Bs�tS � . c II-T/D'A.BI09.16'OG.PLOOR.101919 X - 11-T I • 'O JO - - J ' > y ao�06 1 - � v LU a to N d {(�1 IL • Y2x10 IPLL6M/ }two(PLWNI ' V L , .. w O u 1L CL 0 IL •pb ro.: 0415 ast. MAnGrf u.200- - AS NOTED F IRST FLOOR FRAM I NG PLA`-N �: !GALE. 1/1' 1'-0' A~& v a w: S of it - ' (NOTE: _ E ..ALL EXTERIOR WALL5 TO 5E 2X6 OONSTRUGTION. (\ ID Q ALL DIMENSIONS AND ADJUSTMENTS ARE TO 5E �rJ VERIFIED 5Y GONTRAGTOR PRIOR TO ;"" L 0 ID GOMMENGINIS GON5TRUGTION. t•-• • " N N ------------------------------- ----------------------------------------------------- r V (2)ha/a•x h7/D NEADR '----'--^ (2)I-a/a•%t1-1/a'IE.gpaa, ------ ---- -------- ----------------- In+oee lSM. ------- ---- m __ __ ____ r� m R YV LLin = 0 d[ . O h II-7 O • 'cP rl coR jotm ra ` 2 $ 'e. L. I a Bov F - - G t --- EvIB t F - x (2)1-a/4'X 11-1/D'LVl. Z • DmQt GOR14R WILL - 21 1-S/4'% WI PLUSH BI.1. - WZ49t WALL ABOVE . IE'-'COR�'Q2 WALL (2)I 4 X 1 14w LVL ` - C -1 05•I O F OR FJ - (U h3/a°X 11-7/a'LVL HSAm R— PLLam H VND61 OORI•�t ALE N.1 J M c - .. - L F c•G g F E OPLN TO OGLDH 4 f Y �•Py d 0^8 E F i .Io1sTs AT R I a '6��gg>�4�d ap X X Ix y Q _ __ w � z C� Ci v W2 X 9 - • (2)I-9/4' Ih1/D`LVL BM AT F1'JR(.N - _ +. •+' , , , i `•___________ ------------------------------------------ i Q j LU � � U- •--------------- ----- W LLI u X J J L - 0 HLU LU C 2 23 9 .IARGN 12.20Oa , ... - - I C t •t•I• M NOTED x a•In oAN E7 5EGOND FLOOR FRAM NG FLAN ------------------------------------------- 6 , - 9 •hL: n or . n r .NOTE: + ,ALL EXTERIOR WALLS TO BE 2Xb WNSTRLGTION. ALL DIMENSIONS AND ADJUSTMENTS ARE TO BE w _ VERIFIED BY GONTRAGTOR PRIOR TO • •- cOMMENC.M&cONSTRLGTION. - ---' • � �j J ; s ry ------ -- ypy �1N�Y X111.1VOZ or I LAFT Ms a ^ L p 3 - n B• X 1 L 4• 141., VL ( 1.•J,IA'%II-, '1 L r�.lhYl x 2 12 2 IO le ardpwTV4tt— - �� -y TNIB GPI. --- --- I 19 L A • ' A 4 A ..........- -- -- -- -- -- -- - FR rf' aN -- -- --- --- --- A - - -. < 2X 12 R1 109 Ib O.o I I-/4 X II t/,• VL , I ; 21-^A It,/e'LVL 'fi 3 --- -- --- a 2 12 __ _ _ 1 I-9/I•X II-T/B'FLUSH W M9/ X II-,/B'AT Cl... ��i=S } (9 2 X i (3/1 to �• V 3P p .. _______________ ___ ___ ______ _ » • Q __ __ ___ _ _ x _ ___ _ ' v u , 1 r , • — 11..1 - lY ry _ V Q - � i F Q W IJNL '''II y ry tog.SO O- -- ♦.AELE ROOF ® z ^- ONTO cONTIMAM6 yNED w N— y Ro L I I{. -- --- --- aiP�e'uRobPax OL W > 1L w 11.. W OL a . _ aHs PIPRGM G.2PO� . g WII M NOTED - U ROOF FRAM I N G PLAN x IL i pro. A--1O w: 10 Of 11 £ .. 'NOTE: ` ALL EXTERIOR WALL5 TO 5E 2X6 WN5TRUGTLON. ' ALL DIMENSION5 AND ADJUSTMENTS ARE TO E- ��• � ` VERIFIED SY CONTRACTOR PRIOR TO L m - COMMENGIN&CONSTRUCTION. ASPHALT PLOW Es - - ASPHALT SHIH O S/D'COX PLYWOOD - S'D1 S 0 61 Or.. D - Q` 2%109/Ib'O.G. � 2X105 1 N'OL. /� •_ - . •0006 GROWN ON •DOOb GROWN ON = L IX(W EXP.-RAKE MI - M(6•EXPI RAPE W/ _ IX SOP P Yr awLD OVf - SOFFIT(BUILD OVT RAKE N Z%BLOGKIN6 IX ,2K BLOGKIib T 4 • •6016 B ON . IX IIEg(0 5LOPEDJ ED- - !X FRIEZE(SLOPED? x ON V BLOGKINS - ON Ix BLOGKIND y� . 0' VI' - 0 5/4' ID• ipV METAL FLASHIN.9 hffTAL FLA51et16 ON Ut 9fP1P WITH . 1Z .. ON Ix SMeLP WITH 12 �r 0 2x BLOGKINe 2X BLOGKINS - ll ALUM.DRIP EDeE - - ALUM.ORIP EDGE I IXS FASCIA ALUM.617TTGR \ •Y �Y V Ix8 PASGIA P - ' - • IX SOFFIT 0/GONT. M SOFFIT W CONT. - - 21 VENT. - 2'VENT. ILL ILL ... IX PRIeZZ ON. - Ix FRIen ON IX BLOGKINO VV U(BL INS Y AD009 GROWN - 1 40009 GROWN WG.SMNDIES - 1/2'GDx PLTYIOOD - e 2xb5 0 16.04. D' , - T UY D' 1'd' D D/4• D DAY - WL.50INOLES - 1/2-GDX PLT14000 - - - 2X65•I6'O.G. 7 E T A I L �1 DETAIL �1 'SCALE, I I/2' • I'-O' - . SCALE. I I/2' • I-O' - - - CP�a�gal25 ARGMIMCTLRAL . - ASPHALT SL01,40 b u S 00 p ' S/D"GDX PLI%ft _ .. ,. 2KI05 0 16'O.G. O 12 D ASPHALT 90149LEB y¢ .: 12 GDX PL`AYOOD 2x105 0 N!'OL. V Q /—ALUM. Lu OM eD9e. - - .. �ALLM.DRIP WOE - W A' ALUM.GUfTP¢- FASCIA rt . _. - I%D FASCIA —► W �U 1 Y ,Q T IX SOPPIT FV 2',,S- ` Ix�/P►K 1'V Cow— . y 2-VENT. h — W w Ix FRIEZE ON IX en ON � J I%BLOLKINb W men SLO 0IB PV ... „ o ' .D018 BbD HGJLON'16 - .8009 GROVN O 11 1 Lu S, '• Q 1 1n Dx PLTW70D W T TO 2NO1e PL. b Ill"• D' 2X65•Ib'O.G. D• (1.�/� a DFLO0R c .I'1G.9MMDLE9 CAM Lu MARCH 12.200. - r D E T A I L 3 D E T A I L - �1 r•w As NOTED •'r arel.l DGAL e,'1 I/2' • 1'-O" 9GALe• I,I/2' • I'-O' PAN� ' n e , SOIL TEST PIT DATA: DECEMBER 1 , 2003 SEPTIC TANK DETAIL: GALLON DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING TRENCH DETAIL: NOT TO SCALE REVISIONS NO. DATE DESCRIPTION NOT TO SCALE O��� N O. 0 OUTLETS � 5TEST PIT 11_ TEST PIT 2- NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED I;RADE 36" MAX .COVER GRD. EL. 14.50 GRD. EL. 14.42 REINFORCED CONCRETE. SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. ia-o 1 (\' FINISHED GRADE EST. HIGH GW. N/A EST. HIGH GW. N/A 2. SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. REMOVABLE 2" WALLS LOAM de SEED DISTURBED AREAS A A UNLESS UNDER PAVEMENT, DRIVES OR COVER NOTES: TRAVELED WAYS, WHEREIN H-20 LOADING , 1. DIST. BOX TO WITHSTAND H-10 LOADING LOAMY FINE SANDLOAMY FINE SANDv:•v.. ,�:.v.. ,o.v....,:.v.:.' SHALL APPLY. 2 �"���� UNLESS UNDER PAVEMENT, DRIVES OR " � . .� . �. .�4'�F � 4�VC��OQ�'Z' .�. � CAP ENDS 0 6" 0 7" 3. ALL PIPE CONNECTIONS AND CONCRETE T T TRAVELED WAYS WHEREI H-20 OADING 4 PVC BW BW CONSTRUCTION SHALL BE WATERTIGHT. 2-24w DIA CONCRETE MANHOLES " .°h� .° • . • • • • ° LOAMY FIN SANDLOAMY FIN SANDW/ METAL HANDLES BROUGHT 15 SHALL APPLY. b'� b''$ ° � :,. VTMTM 3" 5R5 8 5R5 8 4. FILL ALL UNUSED KNOCKOUTS WITH TO 6 OF FINISH GRADE �, „ , _ 32" 29" MORTAR. gw 5 5w � � 8 2. PROVIDE INLET TEE OR BAFFLE WHERE GENERAL NOTES. EL = 11.83 EL = 12.00 TEE TO BE UNDER 1 SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR LEVEL BOTTOM 1. THIS PLAN IS FOR DESIGN AND M.H. OPENING w T IN PUMPED SYSTEM. 42' CONSTRUCTION OF THE SEWAGE 3 DISPOSAL FACILITY ONLY. C1 Cl r " timL 2" 3. FIRST TWO FEET OF PIPE OUT OF DIST. FINE MEDIUMSAN FINE SAND RAISE M.H W/-. 4" BOTTOM OI'LEVEL PROFILE 2. ALL CONSTRUCTION METHODS AND 2.5Y82 10YR4/6 10'-6" SEWER BRICK •. -;_ STABLE'3ASE 6" MIN. 3/4" TO 80X TO BE LAID LEVEL MATERIALS SHALL CONFORM TO MASS. • ' ='• :-'' 1 1/2" CRUSHED 101_0" dt MORTAR 12w ` CROSS-ECTION STONE BASE 4. ALL PIPE CONNECTIONS AND CONCRETE 36" MAX. - 12" MIN. COVER OF HEALTH REGULATIONS. BOARD NORM WATER LEVEL CONSTRUCTION SHALL BE WATERTIGHT. " 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 2X MIN. FINISH GRADE 4" MIN. LOAM & SEED 3. ALL PIPES LOCATED UNDER PAVEMENT 38" 72" PRECAST SEPTIC TANK 10" 3 14" / 40 OR Qu D WAY SHALL BE SCHEDULE w w C2 . L. INLET TEE 5-1 30 1)2 3d MAXIMUM 4. THERE ARE NO KNOWN PRIVATE WELLS FINE MEDIUM - - - w "N , " _ LOCATED WITHIN 150 FT OF THE SAND _ 5-2 4-6 4'-Ow MIN. DATUM: v iy "°" PROPOSED LEACHING FACILITY NOR 2.5Y8/2 - w Z LIQUID DEPTH y: 15 1/2- ' • RESERVE �' 2" MIN. OF 1/8" TO ANY KNOWN WELLS PROPOSED WITHIN 5_8 PRECAST DIST. VERTICAL DATUM: MSLf 24' 24 1/2" WASHED STONE 150' OF ANY KNOWN LEACHING FACILITY. NO G.WATER N 9� -? BOX �� 1 w w 5. WITHIN LIMIT OF EXCAVATION REMOVE " O G.WATER " _ y. BENCH MARK USED: TOWN OF BARNSTABLE . �:'-•i .:-;i.:'":• .: :•--.r�.:'•,�,�.�- -:• 2' 2' 20 2• 3/4 TO 1-1/2 DOUBLE ALL TOPSOIL, SUBSOIL AND OTHER EL = 4.50 120 EL = 4.42 120 • BOTTOM ON LEVEL STABLEBASE 3" GIS DATA ("'�' ��"--- WASHED STONE (NO FINES) IMPERVIOUS MATERIAL. DATE: DATE: PLAN VIEW " w ��, �, L 7 1 BENCH MARK SET: TOP OF CONC. BOUND 6. REPLACE WITH CLEAN WASHED SAND / CROSS-SECTION OR OTHER CLEAN GRANULAR SOILS 12/1J03 12/1/03 INDICATES 6 MIN. 3/4 TO CROSS-SECTION VIEW PLAN VIEW y ESTIMATED 1 1/2 STONE ELEVATION= 27.17 CONFORMING TO THE FOLLOWING TEST BY: TEST BY: - SEASONAL HIGH SIEVE ANALYSIS: DOMESTIC SEPTIC DESIGN DOMESTIC SEPTIC DESIGN GROUND WATER 10% (MAX) BY WT. SHALL WITNESSED BY- WITNESSED BY- INDICATES PASS No. 50 SIEVE <10 % OF No. 4 SIEVE SHALL OF SAM WHITE SAM WHITE ..�_ OBSERVED PASS No. 100� PERC. RATE: PERC. RATE: GROUND WATER `► 2 MIN./INCH -2-MIN. DESIGN CRITERIA: . gRAIG A. <PA 5 7L OF No. 4 SIEVE SHALL /INCH INDICATES FIELD SS No. 200 v► � UNIFORMITY COEFFICIENT O No. 4 SOIL EVALUATOR SOIL EVALUATOR PERC. No.38039 SIEVE </a6.0 � DANIEL B. JOHNSON DANIEL B. JOHNSON TEST DESIGN FLOW: 'IIIgIa6 7. EXISTING UTILITIES WHERE SHOWN I 5 BEDROOMS AT 110 G.P.B./D 550 G.P.D. , SOIL CLASS: SOIL CLASS: IN THE DRAWINGS ARE APPROXIMATE.. INDICATES THE CONTRACTOR SHALL BE RESPON UNSUITABLE 1 1 SIBLE FOR PROPERLY LOCATING AND /�' MATERIAL COORDINATING THE PROPOSED CON- STRUCTION ACTIVITY WITH DIG-SAFE AND THE APPLICABLE UTILITY L.T.A.R. L.T.A.R. REQUIRED SEPTIC TANK: 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 550 X 200% = 1100 GAL. rY�o COMPANY AND MAINTAINING THE EXISTING UTILITY SYSTEM IN SERVICE. SEPTIC TANK PROVIDED: _ AL. DIG-SAFE SHALL BE NOTIFIED PER INVERT ELEVATIONS: THE STATE OF MASSACHUSETTS BENCHMARK: STATUTE CHAPTER 82, SECTION 409 TOP OF FOUNDATION 20.00 A ISIZE OF LEACHING FACILITY REQUIRED: I TOP OF CONCRETE MONUMENT AT TEL 1-888-344-7233. THE 4" INVERT AT BUILDING 14.70 B DESIGN PERC. RATE: <2 ELEVATION 27.17 ENGINEER DOES NOT GUARANTEE MIN. INCH THEIR ACCURACY OR THAT ALL / CB/DH UTILITIES AND SUBSURFACE STRUCTURES 4" INVERT AT SEPTIC TANK (IN) 14.50 C LONG TERM APPL. RATE 0,74 G.P.D/S.F. co FND ARE SHOWN. LOCATIONS AND �" ELEVATIONS OF UNDERGROUND UTILITIES 4 INVERT AT SEPTIC TANK (OUT) 14.25 D _ �� -Y/o�- 2g� 1 TAKEN FROM RECORD PLANS. THE CIN 4" INVERT AT DIST. BOX 14.10 E 660 GPD + 0,74 GPD/SF - 743 S.F. CONTRACTOR SHALL VERIFY SIZE, ) 1\ LOCATION AND INVERTS OF UTILITIES 4" INVERT AT DIST. BOX (OUT) 13.83 F N AND THE TAR STRUCTURES AS CONSTRUCTION.REQUIRED PRIOR SIZE OF LEACHING FACILITY PROVIDED: INVERTS AT LEACHING FACILITY: 3-2' .WIDE, 2' DEEP, N/F \� �� N/F 8. THIS SYSTEM IS NOT DESIGNED FOR „ JOSEPH do FLORENCE MACKIE \ WIANNO CLUB \ ASSESSORS MAP 112 THE USE OF A GARBAGE GRINDER. 4 INVERT AT BEGINNING 42' LONG TRENCH ASSESSORS MAP 116 �" �� 2 A GARBAGE GRINDOR IS NOT OF LEACHING TRENCH 13.71 G BREAKOUT ELEV. 14.21 PARCEL 95-2 �'� a PARCEL 22 RECOMMENDED DUE TO RECOGNIZED "A \ 0. ADVERSE IMPACTS TO THE LEACHING + + .�..-.., � _ 21 \ �.,..,..��. cr FACILITY. 3x(2 2 2 )x42' = 756 S.F. b 4 INVERT ,AT END OF LEACHING AREA ~ �� , 9. EXITING INVERTS ARE TO BE CHECKED BY OF LEACHING TRENCH 13.5 H 756 x 0,74 GPD / SF = 559GPD �' \ \ ��- \ o \ THE CONTRACTOR PRIOR TO CONSTRUCTION ELEVATION AT BOTTOM PROVIDED �` �� \ THE ENGINEER IS TO BE NOTIFIED OF OF LEACHING TRENCH 11.5 J \ 9� \ > ANY FIELD CHANGES THAT MAY BE SIZED TO ACCOMADATE 5 BEDROOMS \ REQUIRED. NO OBSERVED GROUNDWATER PROPOSED \. a� ---� � GRAD 0 BOTTOM OF HOLE 4.2 K EXCAVATION. SEE \ DR NOTES 5 do 6 IF �a5• - \ \ REQUIRED. SOIL PROFILE: NOT TO SCALE EVUALATOR TO INSPECT PRIOR 1 � SC EL:A II TO INSTALLATIONGROUP FIRST PIPE LENGTH f i .:� I EL. 19.0 37 657 Maas Street, (RT. 28) Unk 6 TOP FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET LEVEL >> - / 6" OF FINISHED GRADE. FOR MIN. 2' W.Yarmouth Massachusetts 40 PVC : •. �`'"_ D PROPOSED \ �... ®2(�73 4- P " ' I.... t-� OX 4 PVC5 BED NT \ CB/DH 508 778 8919 SCHor I \SCH PROPOSED ...-1= 1500 HO SE \ FND 2'X42 I • _- �-� N' SEPTIC TOF 20.0 ono/ PROJECT TITLE: LEACHING trl TANK INV 14.70 a IaC ZCJO0 5��S I=E I=G o hH I TRENCHES -� o. .� * SEWAGE DISPOSAL - 5 OUTLET •r DIST. BOX I=F a 3 N/F \j, / 1 SEPTIC TANK M . BOTTOM EL- J Z P� \ DOROTHY BUTLER \ PROPOSED h/\ N SYSTEM DESIGN cl>NO OBSERVED G.WATER ASSESSORS MAP 115 - 3 CAR V PARCEL 10-3 I GARAGE I SLAB = 19.33 VARIANCES REQUESTED: l\ rr1 FND _16-- - --� --_ \ / qlO0,�o NONE I �\ \. \ I G�S � co #144 EEL RIVER ROAD 1 � o ; ` � ---'L G , I OSTERVILLE cn TP 1 _ _- - W LOCUS INFORMATION 1 �I o - -- Ei , I �7 1 � _-- _ -- - w> N MASSACHUSETTS CURRENT OWNER: D`OROTHY BUTLER LOCUS PLAN: N❑ SCALES N / �G� ryo� IfDo -,� ----- --- -- I 2 TITLE REFERENCE: BOOK 13925, PAGE 51 __ _ -- ----- I _- ---- t ___ _-- E�C�T--- G ------------ 398.79' 1 _ __ PLAN REFERENCE: BOOK 523, PAGE 64 t - ' " I N88 05 28 E PREPARED FOR: a MAIN STREET 0 ASSESSORS MAP: 115 I 1 DUNHILL COMPANIES LTD. a PARCEL: 10-03 T I S /`J /I`I CB/DH 776 MAIN STREET ZONING DISTRICT. RF-1 P FND N/F FND OSTERVILLE, MA SETBACKS: FRONT 30 FtO O ALLEN P. HALLIDAY TR. 8 SIDE 15 .� $Pv TM�' ASSESSORS MAP 115 02655 - REAR 15' DES N PARCEL 10-1 (508) 420 9222 izz DAVID o O 2004 � MINIMUM LOT SIZE: 87,120 S.F. '� � J vr a �� 'yN �► DATE: JULY 14, N EXIST. TOTAL LOT AREA: 82,331f S.F. LOCUS � No�2 CIVIL COMP. DESIGN: K. HEALY OVERLAY DISTRICT: AP NITROGEN SENSITIVE L � �► � CHECK: D. CRiSPIN of PLAN VIEW DRAWN: P. HAGIST ZONE: NOT A ZONE II FIELD: D. GAZZOLO / J. McCARTIN FEMA FLOOD p ' / ZONE DISTRICT. C, DATE 7/2/1992 9 SCALE: i' = 20 FEET FILE NO. 8708STK.DWG PANEL250001 0016 D 'd 0 10 20 40 FT. DWG NO. 5396-02 a JOB NO. 4-8708.00 SHEET 1 of a L