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HomeMy WebLinkAbout0179 PINELEIGH PATH - Health 179 Pineleigh Osterville ., - A=071-001-008 t [j` tY ° I !1 O Commonwealth of Massachusetts 0:�'( -Ob 1 - G o& Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ' r 179 Pineleigh Path �,•, Property Address ram, Gibson ' Owner 1" Owners Name information is required for Osterville Ma 3-20-19 every page. Cityrrown 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: Ins. ector Information When filling out A P forms on the computer,use Douglas A Brown only the tab key Name of Inspector to move your D.A.Brown Inc cursor-do not Company Name use the return key. P.O. Box 145 Company Address r� Centerville Ma 02632 Cityrrown State Zip Code 508-420-4534 S14297 reurn Telephone Number License Number B. Certification I certify that: 1 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 3-20-19 InspectorAignature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original 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.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 18 c Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 179 Pineleigh Path Property Address Gibson Owner Owner's Name information is required for Osterville Ma 3-20-19 every page. Cityrrown 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: f ® 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: At time of inspection this system met all passing requirements. This report is not to be used for bedroom count determination. This report can not predict the future performance under the same 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. ❑ Y ❑ N ❑ ND (Explain below): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 18 1 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 179 Pineleigh Path Property Address Gibson Owner Owner's Name information is required for Osterville Ma 3-20-19 every page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) 2) System Conditionally Passes (cont.): ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): 3) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. a. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: t5insp.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 V 1V79 Pineleigh Path w Property Address Gibson Owner Owner's Name information is required for Osterville Ma 3-20-19 every page. Cityrrown State Zip Code Date of Inspection C. Inspection Summary (cont.) ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh b. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. c. Other: 4) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool t5insp.doc•rev.7126/2018 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 179 Pineleigh Path Property Address Gibson Owner Owner's Name information is required for Osterville Ma 3-20-19 every 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 Y2 day flow ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public water supply well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000 gpd- 10,000 gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 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 within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well t5insp.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 la Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 179 Pineleigh Path Property Address Gibson Owner Owner's Name information is required for Osterville Ma 3-20-19 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? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ❑ ® Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] t5insp.doc•rev.7126/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 179 Pineleigh Path Property Address Gibson Owner Owner's Name information is required for Osterville Ma 3-20-19 every 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: according to as-built card this system consists of a 2000 gallon septic tank, distribution box, and 4 2x56 ft trenches. Number of current residents: not sure 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 ❑ Yes ® No information in this report.) Laundry system inspected? ® Yes ❑ No Seasonaluse? ❑ Yes ® No Water meter readings, if available(last 2 years usage (gpd)): Detail: 2017 497 2018-583 gpd property has irrigation system. this system IS NOT designed for use with garbage disposal. I did not enter the house to see if there was a disposal or not. Sump pump? ❑ Yes ❑ No Last date of occupancy: currently occupied 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 l~ le Subsurface Sewage Disposal System Form -Not for Voluntary Assessments . 179 Pineleigh Path Property Address Gibson Owner Owner's Name information is required for Osterville Ma 3-20-19 every 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: owner stated pumping in August of 2018 for maintenance. Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: 2000 gallons How was quantity pumped determined? Cape Cod Septic Reason for pumping: Maintenance t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 18 Assessing As-Built Cards Page 2 of 2 https://townofbamstable.us/Departrnents/Assessing/Property_V alues/HMdisplay.asp?mappa... 3/5/2019 Commonwealth of Massachusetts Title 5 Official Inspection Form to Subsurface Sewage Disposal System Form - Not for Voluntary Assessments .V 179 Pineleigh Path Property Address Gibson Owner Owner's Name information is required for Osteryille Ma 3-20-19 every page. Cityrrown 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: Were sewage odors detected when arriving at the site? ❑ 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 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 v 179 Pineleigh Path Property Address Gibson Owner Owner's Name information is required for Osterville Ma 3-20-19 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cunt.) 6. Septic Tank(locate on site plan): Depth below grade: 2 feet Material of construction: ® concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 2000 gallon per as-built Sludge depth: light heaviest at inlet Distance from.top of sludge to bottom of outlet tee or baffle Scum thickness light Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle How were dimensions determined? Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tank was pumped in 2018 and was functioning properly at time of inspection. 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 I� Subsurface Sewage Disposal System Form -Not for Voluntary Assessments MV� 179 Pineleigh Path Property Address Gibson Owner Owner's Name information is required for Osterville Ma 3-20-19 every 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): 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 Title 5 Official Inspection Forme I" l Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 179 Pineleigh Path Property Address Gibson Owner Owner's Name information is required for Osterville Ma 3-20-19 every page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) 8. Tight or Holding Tank(cont.) Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments(condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No 9. Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0" Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): Box was functioning properly at time of inspection. 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 It Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 179 Pineleigh Path Property Address Gibson Owner Owners Name information is required for Osterville Ma 3-20-19 every page. Cityrrown 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.): *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: no observation ports Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ® leaching trenches number, length: 4 2x56ft ❑ 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 Subsurface Sewage Disposal System Form-Not for Voluntary Assessments vV 179 Pineleigh Path Property Address Gibson Owner Owner's Name information is required for Osterville Ma 3-20-19 every page. City/Town 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.): 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 Subsurface Sewage Disposal System Form-Not for Voluntary Assessments V � 179 Pineleigh Path Property Address Gibson Owner Owner's Name information is required for Osterville Ma 3-20-19 every page. Cityrrown 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.): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 179 Pineleigh Path Property Address Gibson Owner Owner's Name information is required for Osterville Ma 3-20-19 every page. Citylrown 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 I I t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 18 C Commonwealth of Massachusetts (o Title 5 Official Inspection Form l' (' Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 4' 179 Pineleigh Path Property Address Gibson Owner Owner's Name information is required for Osterville Ma 3-20-19 every page. Citylrown 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: none encountered at perc test 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: 2-2019 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: design plan 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 179 Pineleigh Path Property Address Gibson Owner Owners Name information is required for Osterville Ma 3-20-19 every 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.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 18 of 18 Assessing As-Built Cards Page 1 of 2 TOWN OF BARNSTABLE LOCATION /7q Ate.,e L��l ,P6,!/ SEWAGE# -74006-3 y) VILLAGE Q}4t ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. /TG SEPTIC TANK CAPACITY .X0 ,/ LEACHING FACILITY:(type) �ru/E7 (size) '/ �x,Sb NO.OF BEDROOMS 6 OWNER PERMIT DATE: 6 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY 14 _C, pasre� atz.o _, �60.0 Isu https://townofbamstable.us/Departments,/Assessing/Property_V alues/HMdisplay.asp?mapp... 3/20/2019 n'°" ASSESSORS REF.: 071, Parcel. 179 lac sc,53�°' . N ofs G36 ZONE: r Nocb>>g5 Z � •' to Wit: $Q RF=1 DYS Qk� �Q Areo.(min.) 87,120 St' (RPOD) Frontage (min) 20' ° width. min)_.125' Setbacks ce Front 30' Aid Side 15' Rear 15' 7. Vo ILA � , 1 certify'thaf the. foundation A ,°. ,, � {� shown hereon conforms to the 'setback requirements of.the Zoning Byiaws .of. the town FtAD of-Barnstable. OF RD e Xt' { iP k �* tT N �a•�+.`�,, r l V i �.QZ u7? #179 I T. • �G � � � � ��} � t "_ New Concrete,`. ��r - }., Ij, n` 1 � y •�r � M t FLOOD'ZONE R d r � Ar Zone C a rr s x Cam muni.ty:Panel No. _ 1250001 0018 D t Ju1y'2, 1992; _ 7 g2 6 sFad x +" L%3�Q�g s { OVERLAY DISTRICT a 5 �s AP Aquifer Protect+on D,strrct t; g'�5y , ��ateoY T q PLOT PLAN At:179 Pineleigh Patti BARNSTABL FEB-11-200B 08:25 From=BORTOLOTTI CONST 5084289399 To:15OB4209795 P.3/3 Its r zz, j . .............. I Fj _ Town of Barnstable Regulatory Services } Thomas F. Geiler, Director snarrsrnst,�, MASS. Public Health Division 659.zb39' �'° Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 12-- i`�-°� Sewage Permit# Assessor's Map\Parcel Designer: l o4 e,f -J iz 1t o— Installer: Address: 66 (;kk P!1 V J 1l e _ &J V k_ Address: ro r,,es4 dWz_ NA a z 6 qq On (date) (installer) was issued a permit to install a septic system at I Z r l N-_t p_i � I'q-$L based on a design drawn by (addr ss) IZ dated (designer) XI certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. \A OF Mqs (Installer's Signature) s90 o� ROBERT A. yG z DRAKE N m ! o CIVIL —' ` \ dl1L.i1 A ' NIo.41642 ` \ 9 (Designer's Signature) (AfiA ,ds� � i���, e mp 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 3-26-04.doc z FEB-11-2008 08:25 From:BORTOLOTTI CONST 5084289399 To:15084209795 P.2/3 Town of Barnstable pfI c ° Regulatory Services Thomas F. Geller,Director MRN6rAfll.Er Public Health Division rasa .� Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 office:. 508-862-4644 Fax: 508.790-6304 / Installer&Designer Certification Form Date; /�r��� Sewage Permit# 2eW —✓373 Assessor's Map\Parcel G�/.00 2 Designer: /f �s0`! .Sri. Installer: Address: Z`4 AG$C ll !"[ 0 r Address: . -Pr' f" On �J���p/Ol C�-�� �' was issued a permit to install a (date installer septic system at based on a design drawn by ad ess eCage dated 6Zlfloa esigner I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved was such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory- _ 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. Stripout (if required.) was inspected and the soils were found satisfactory. (Inst isSignature) '(Designer's Signature Affix(Designer's Stamp ere RLEASE R TURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTCFICATED OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS b'ORM A AS- )31JILT CARD ARE RECEIVED BY TF..IE BARNSTABLE PUBLIC HEALTH A ISI()N. THANK YO U_ Q:SepticlDesigner Ca6fieation Form Rev 03-09-06.40c C r Massachusetts Department of Conservation and Recreation Office of Water Resources WellCompletion Report 22-JUL-08 17:53:37 WELL LOCATION 252104 GPS North: 410 36.9611 GPS West: 700 24.9561 Address: 117 pineleigh Path Property Owner/Client: Noranda Construction Subdivision e:Oyster Harbors, Osterville Mailing Address: P.O. Box 220 City/Town:Barnstable City/Town, State:Cohasset MA Assessors Map: 71 . Assessors Lot #: 1 ,- 8 Permit Number:W2008-026 Board of Health permit obtained: Y Date Issued: 06/26/2008 Work Performed Proposed use Drilling Method Overburden Drilling Method Bedrock New Well Irrigation Auger CASING From (ft) To (ft) Type Thickness Diameter 1.50 -35.00 Certa-Lok Schedule 40 4.00 SCREEN From (ft) To (ft) Type Slot Size Diameter -35.00 -39.00 Stainless Steel Vee ,Wire .010 4.00 WELL SEAL / FILTER PACK / ABANDONMENT MATERIAL From (ft) To (ft) Material Description Purpose .00 -22 Native Material Fill WELL TEST DATA (ALL SECTIONS MANDATORY FOR PRODUCTION WELLS) Date Method Yield. Time Pumped Pumping Level Time to Recover Recovery (GPM) (hrs & min) (Ft. BGS) Mrs & Min) (Ft. BGS) 07/14/2008 Constant Rate Pump 21.0000 0:30 26.5000 0:01 full STATIC WATER LEVEL (ALL WELLS) PERMANENT PUMP (IF AVAILABLE) Date Depth Below Ground Pump Description:4" stainless steel Measured Surface (ft) Type: 2 Wire Constant Speed Submersible Intake Depth: 35.0000 -07/14/2008__ 22 Nominal Pump Capacity: 20.0000 Horsepower: 1.0000 ! WELL DRILLER'S STATEMENT ADDITIONAL WELL INFORMATION Driller: R. Peterson Developed: Yes Fracture Enhancement:No Supervisor: Ronald Peterson Rig #: 29 Disinfected:Yes Well Seal Type:None Firm: Atlantic Well Drilling, Inc. Total Well Depth: 39.000 Depth to Bedrock: Registration #: 786 Date Complete:07/18/2008 Comments: �^ 4t 4 4-.f-pY�i ems, .. -M V 1/2 aC:.r Massachusetts Department of Conservation and Recreation Nflossachrsseers Office of Water Resources Well Completion Report 22-JUL-08 17:53:37 WELL LOCATION 252104 GPS North: 41 36.961' GPS West: 70 24.956' Address: 179, Pineleigh Path Property owner/Client: Noranda Construction Subdivision Name:Oyster Harbors, Osterville Mailing Address: P.O. Box 220 City/Town:Barnstable City/Town, State:Cohasset MA Assessors Map: 71 Assessors Lot #: 1 - 8 Permit Number:W2008-026 Board of Health permit obtained: Y Date Issued: 06/26/2008 OVERBURDEN From To Description Color Comment Water Loss/Add Drill Drill (ft) (ft) Zone of Fluid Stem Drop Rate .00 32.00 Fine Sand Brown w/ VFS & MS lay Yes N/A 32.00 34.00 Coarse Sand Brown w/ thin FS stre Yes N/A 34.00 36.00 Fine Sand Brown Yes N/A 36.00 39.00 Coarse Sand Brown Yes N/A 39.00 40.00 Fine Sand Brown VFS Yes N/A 40.00 42.00 Silt Brown tight No N/A 42.00 43.00 Fine Sand Brown VFS Yes N/A 43.00 47.00 Fine Sand Brown w/ MS Yes N/A 47.00 49.00 Silt Brown tight No N/A BEDROCK From To Code Comment Water Drill Extra Drill Rust Loss/ # of (ft) (ft) Zone Stem Large Rate Stain Add of. Frac Drog per ft S 2/2 ENVIROTECH LABORATORIES,EVG MA CERT.NO.:M-AMA 063 8 Jan Sebastian Drive Unit 12 SmiMcli,MA 02563 (508)888-6460• 1-800-339-6460 FAX(508)888-6446 Client Name Atlantic Well Drilling Location. 179 Pine Leigh Path Address PO Box 339 ; Osterville,MA" No.Eastham MA 02651 Sample Date o7i14/08 Collected By R.Peterson Sample Time 14:00 Sample Type New well Date Received . 0711 5/os Lab Order Number ow-82189 well Specs 35/21 s;static Location Source Date;Collected Time Collected Comments Analysis Requested Units` Recommended Litnits Analysis ResnIlt Method jDate Analyzel Analyzed By Total Coliform /100ml, 0 07 7 9222 6 7/15/2008 RS pH pH units 6.5-8.5 5.49 450aH-B 7/15/2008 LL Specific Conductance umhos/cm.. 500 100 120.1 7/15/2008 LL Nitre-N mg/L „ 1.00 <0.004 300.0 7/15/2008 LL Nitrate-N mg/L 10.0 <0.01 300.0 7/15/2008 LL Sodium mg/L, 20.0 11.2 200.7 7/16/2008 ' " Mr- Total Iron mg/L 0.3 <0.01 200:7 7/16/2008 MC Manganese mg/L OAS 0.366, v 200.7 - "1/18/2008 . MC Comments: Low pH indicates high corrosive characteristics. Manganese is not a health hazard,but may cause staining and/or give water an odor or taste. Water meets EPA standards and is suitable for drinking for parameters tested ` Date Rona J.Saari Laboratory Director f BRL=Relow Reportable Limits Page 1;of 1 y 'See Attached t i 4' 4 A.M.Wilson Associates Inc. LETTER OF TRANSMITTAL . TO: DATE: 4T-- FF� c FILE NO.: io�p RE: We are sending you the.following item(s): Copies Date Description z COMNLENTS: ' 33, ca r- - m Phase do not hesitate to call us with a-ny questions. If enclosures are not as noted, kindly notify us at once. Signed: �� j�lGSdv� �.� � �� G' `� 20 Rascally Rabbit Rd. Unit 3 508"420-9792 Marstons 1\4111s,MA 02648 CAO ann n- r"C Fee-------- ----------- BOARD OF HEALTH TOWN OF BARNSTABLE Application-*r Melt Construct ion permit Application is kereby made for a permit to Construct (K Alter ( ), or Re air ( )an individual Well at: Location — Address Assessors Map and Parcel �/J f Owner Address °' ----- Type of Building Installer — Driller Address �✓ Dwelling - --------------------------------------------- Other - Type of Building---------------------------- No. of Persons---------------------------------------- Type of Well a --- ------------- Capacity--- - 2 -- 'd -------------— Purpose of Well -Yr' --— Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of H rivate Well Protection Regulation - The undersigned further agrees not to place the well in operati n ' erti ' at l.of Compliance has been issued by the Board of Health. Signed--�-- — --- --- ------- - -- �--�- - d/te� Application Approved By— - = --- ---- --- -- -— - Z Application Disapproved fort following reasons:------------------------------------------- date ------------------------------ ------------------------------------------- -------------------------------------------------------------------------------------------- / date Permit No. -- -2C�a �' V 2'fi''-- ---- Issued ---- --G_ Z G1L9f1- - --------------------- date BOARD OF HEALTH TOWN OF BARNSTABLE (C ertif irate ®f (Compliance THIS IS O CERTIFY, That the Individual Well Constructefi (Z) Altered ( ),' or Repaired ( ) Installer at------� - - �_1c��-3-1C` ---� Li ------------------------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No W-700-S AZ(Oated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE------------------------------------------------- - -- Inspector---------------------------------------------------------------------- + i W Zo GZt� �- -------- _ No.--------- Fee---------- - BOARD OF HEALTH TOWN OF BARNSTABLE ticationArlVett Con!5truction Permit X Application is ereby made for a permit to Construct (K Alter ( ), or Repair ( )an individual Well at: — — — ---- Location — Address t Assessors Map and Parcel CL Al Owner Address Installer Driller h Address Type of Building �[ O2�J ( Dwelling-----�`------------------------------------------------- Other - Type of Building ` ------- No. of Persons------------------------------_-------- Type of Well- �- -- u ---- - — Ca acit '0--�` -- - --— YP - P Y---- Purpose of Well------ =L - ----- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Hh�Private Well Protection Regulation - The undersigned further agrees not to place the well.in operation ntil- Ceitif'cat �.of Compliance has been issued by the Board of Health. Signed--�-- ----------------------------------- ---- t----- ----�--- ' date Application Approved By— -=— -------------— -— C1 Z 6 6 --------- date Application Disapproved forte following reasons:---------------------------------------------------------------- ,. ----------------------------- ------------------------------------------------------------------------ ------------- date IN 2 va - U Z G� / Permit No. ---------------�-_-- --- --- Issued----------�-----Z�_hf�---------------------------- ----------------- - -- date ---------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE C ertif irate ®f Compliance THIS IS O CERTIFY, That the Individual Well Constructed (V ), Altered ( ), or Repaired ( ) by---------— -Z ------ r,4-c---------------------------------- Installer at------, a-- -���- _-�_ �' - —V ---------------------------------------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No W-ZGO�_WDated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION.SATISFACTORY. i • DATE- --- —--------------------------- --- - - Inspector---------------------------------------= -- - --- - ------------------------------------------------------------------------------------------------------- i BOARD OF HEALTH -TOWN OF BARNSTABLE _— -- Ietl CongtructionPermit VJ 2a6 A - 6 Z� No- ------------- Fee------------- Permission is ereby granted- --- -- —-- -—-- -- - ----------------------------- to Construct ( ), Alter ( ), or Repair ( ) an Individual Well at: No. - -l - —- L1�-�14_ i�-�l -- �! - S?_ v L��. - - -- ----------------- Str�e� as shown on the application for a Well Construction Permit / No.-w - =�?f� ��_ Zra---------------------------- Dated ....... DATE—� 7 Board of Health i I 71 Wig. 4 nil low A TOWN OF BARNSTABLE LOCATION ��,,,��z��� ,� SEWAGE# �-39� VILLAGE_ ®j 4"i A, ASSESSOR'S MAP&PARCEL / INSTALLERS NAME&PHONE NO. 7/--9.r 9T SEPTIC TANK CAPACITY eP-6100 LEACHING FACILITY:(type) 74*5^zZ (size) "Y— �kZS7o z NO.OF BEDROOMS, 5 OWNER /I/&44 PERMIT DATE: j�f Q� COMPLIANCE DATE. Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist _within 300 feet of leaching facility) Feet FURNISHED BY ® � C © ���'��� `�1 0 � �� `��cs • D . h1 .,.�.. 1'`" �.t � .y � � . �_, � ,�_ ���� No. Fee/ -- THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 11 Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zipplication for Migo5al,,*p9tern Congtruction Vermit Application for a Permit to Construct(X)Repair( )Upgrade,( ")Abandon( ) ``Complete System O Individual Components Location Address or Lot No. /13? PIA14Sc E'16M F4"V Owner's Name,Address and Tel.No. O_�IS TEE' r/,4 �oY.S ;E o K[GF6zct�a! R��9CCssT Assessor's Map/Parcel '�0 ,7 Ar f, ?// j-8 �N/�rL4E.(CO r4 '' jrz vicc6 oy&-Y—J"' Installer's Name,Address,and Tel.No. �— Designer's Name,Address and Tel.No. ZF,r+�. arc sow' oo4 ss4. 0Z 3 Zc ,t✓/kSc.4c cc' R�4-�43rT �llfli% Type of Building: Dwelling No.of Bedrooms !!r- Lot Size 443, sq.ft. Garbage Grinder(X) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow '9VJ1 gallons per day. Calculated daily flow SZ S gallons. Plan Date to�/ oZ Number of sheets Revision Date .8-- ,.1®',6. Title T&8 54ck','4-0 66:W A a&— a csPe sa C l�ESIG�� Size of Septic Tank Z6004 'A Type of S.A.S. )ee_&0HC -S 3 X Description of Soil 'E A7V*0 P4# 99 4 Z— ��Zqlal� Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued y this B d H - --- ` Signed Date 6 z D Application Approved by Date 06 Application Disapproved the following reasons Permit No.2 tic - 2 -2 3 Date Issued U' No. 37�v _�+",. , Q4.�W� r� � �UIU� � _ Fee }* 4 � Entered in computer: (r/ ` THE COMMONWEALTHIOF MASSACHUSETTS Yes PUBLIC HEALTH DIVISION-TOWN OF BARNSTABLES MASSACHUSETTS 01pplication t ov-0topool *pgtem Con.5truction Permit Application for a Perniit to Construct(X)Repair( )Upgrade( )Abandon( ) Complete'Systen ❑Individual Components Location Address or Lot No. ``lGN P4 r7w Owner's Name,Address and Tel.No. 0 rEAe H j k_ es ko vC,=e z cc"/�RG•gc r—y T�sT Assessor's Mapmarcel i pp,aer 2T Kivu t/ ' �// r + Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. ' f►,sti. w.c so.ct �sscse /-/ / r /�( yo �R sc+Rcc c1 iQia4�firk� lr.cr�s-3 s-a eP' ye-D !! 4 r -A Type of Building: # e, = Dwelling No.of Bedrooms S, Lot Size io(3. -It-/ sq.ft. Garbage Grinder(X) Other Type of Building 'No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow V _gallons per day. Calculated daily flow 82'S _ gallons. Plan Date�/ aZ Number of sheets Revision Date Chi z/6,& Title Su 3 Su,e)<a-rc 6ew4 aV b fsre'sr- c bers/GAl Size of Septic Tank z10oo 4 � Type of S.A.S. Zk CH6 -S AXt Description of Soil 3c'E /4 t S Nature of Repairs or Alterations(Answer when applicable).' • 4 1 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 Certifi- cate of Compliance has been issued y this B d He--I-h. 3Ila Signed Date 0 Application Approved by 'A� _ Date lob Application Disapproved athe following reasons Permit No.7 u(A - 2 7 3 Date Issued 2 0 -------------------------------------f ——— THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CEFxTIOY,that the On-site,Sewagg Disposal System Constructed( /1')Repaired ( )Upgraded( ) Abandoned( )by �© t/ at ( 4 TI N C G e_j Gtf PFbTM ; Ir STD "7#2 T3 cs G'� has been constructed in a cordance with the provisions of Title 5 and the,for Disposal System Construction Permit No. .2 Uu -3 7? dated 6- aG Installer ----•. r Designer . Ld t&tg2 s s C /A/Q The issuance of this V e,2,it sh;1 not tie construed as a guarantee that�f�stem n i as designed. Date 1" Ins ector r w No. �d( — 7 Fee THE COMM F MASSACHUSETTS COMMONWEALTH O PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Migaal *pgtem (Con0ruction Permit Permission is hereby granted to Construct(Y)Repair( )Upgrade( )Abandon( ) j System located at 17q TI A-ter4�-t C-H PR � a S r 3�� and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construc on must be completed within three years of the date of thi ps'mi . Date:_ g /y fn . 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Who 1-7 Adz r y f E 3 U 1 1 St f f In t I Y • f t t' 6 ! 9 } a .;* - K ' t r 1 i wr y tow- y f 3 s: s ? r r t r i • n i l < 4 7-04 a ff I • --._ -_:--- .y-_�--�-8�-e-�..��--"---' ,...,,,,._,.�..�s � -..r.0 ..ksq�s.+xea{�._ ,a. :� ,w.�•,.;5t- -€'.- - .a- .z-'^... "v.�---a.-. �-- _ .- - r _ Y .u� I ,-/ZC 1 F , - — -- — - — — — €- I ,W7 • - .. - is - -- a w f t H k w , r � n n « r • r y a r w y. 2'-6 1/2" NOTES: INLET & OUTLET COVERS TO BE r 2'-2 1/2"BROUGHT TO 6" OF FINISH GRADE. B �r� 1. CONCRETE - 5000 PSI MIN. RBVISIOr1S TEST PIT # 1 GIRD. EL. 99.7 TEST BY: BERNARD J. YOUNG 11'-0" 6" y^' 71 A� A STRENGTH 0 28 DAYS ✓ GW. EL. N/A WITNESSED BY: GLEN HARRINGTON -----1p'-o" I I COVER MIN6" ;� ! 2. STEEL REINFORCEMENT - 12111104 - INCREASED SAS FIELD SIZE ASTM A-615, GRADE 60 PROP. VENT A.M. I N ASSOC. - M 52901 N A LSO SS FINISH ED GRADE MOTTLING EL. Y/ / T �_ CERTIFIED B �✓ �.A""' _ ADD D WA TER PlP DATE: 1'_p : ::: :6::OF AIRS CE TY�. - I � E E ELEV. SURFACE SOIL SOIL SOIL SOIL 24" DIA. MANHOLE COVER 6" FLOW-TOP OF T E T 3. COVER TO STEEL - 1" MIN. / 0 B 3" ZA(A1pp�TER- 26„ B "'r-1 ILL AND LOAM 0 �. LI tle 0812210E - ADDED TWO COMP. TANK 99.7 DEPTH HORIZON TEXTURE COLOR MOTTLING OTHER . . OUTLET TEE W EXTE SION =;� � 4" PERFORATED PVC S-0.005----- ADJUSTED SAS SYSTEM -f- 0"-2" fl - - NONE SINGLELOOSE GRAIN io IT ET LIQUD DEPTH �'AN w ��� ISI ADJUSTED SAS ELEVA TIONS 99.53 6" MIN. 3/4" TO 1-1/2"STONE 5" DIA. KNOCKOUT 5" DIA. KNOCKOUT � ' EFFECTIVE G° 12/06/07 - FOUNDA TION AS-BUIL T " „ MASSIVE Oyster - T TYP 4 YP 2 AN 1 YR42 N � `E MD SAND 0 NOTE P E ( ) DEPTH a 7 VERY FRIABLE o �. ����� � ,.8 . AseuiL T OF sAs srsrEM + 99.37 PRECAST CONCRETE SEPTIC TANK BOTTOM ON LEVEL STABLE 6ASE o:- LEVEL BOTTOM Harbors ADJUSTED SAS ELEVATIONS 4"-8°' A LOAMY SAND 10YR 4 4 NONE MASSIVE REINFORCED WITH STEEL T-== „ 3„� / y,� / VERY FRIABLE CROSS SECTION VIEW �' LOCUS �o 99.03 PLAN VIEW 48 -0" SINGLE GRAIN NOTES 3) INLET AND OUTLET TEES TO BE CAST IRON O 8"-24" BW LOAMY SAND 10YR 4/6 NONE LOOSE 1 SEPTIC TANK TO WITHSTAND H-10 LOADING OR SCHEDULE 40 PVC. (@ O - 1 _3" PROFILE 97 70 ) TEES TO BE CENTERED UNDER MANHOLE COVERS. UNLESS UNDER PAVEMENT, DRIVES, OR TRAVELED 6 7 1/2" L BE A 24"-132" C MED. SAND 10YR 6f8 NONE SINGLE GRAIN WAYS, WHERE BY H-20 LOADING SHALL APPLY. TWO COMPARTMENT4) PROPOSED TANK KSEELNO E #14. 88.70 LOOSE 2) ALL PIPE CONNECTIONS AND CONCRETE CON- BOTTOM STRUCTION TO BE WATERTIGHT. N0. OF GALLONS: 2,000 SECTION A-A SECTION B-B LOAM AND 2% MIN. FINISH GRADE SEED WATER OBSERVED ® PERC HOLE PERC RATE: / 2,000 GAL. SEPTIC TANK DETAIL DISTRIBUTION BOX DETAIL NONE 28"-40" <2 MIN./INCH DB-5 W/ BAFFLE '� 12 NOT TO SCALE - ; MIN. ea NOT TO SCALE ` er 2'-6' 2" MIN. OF INLET & OUTLET COVERS TO BE BROUGHT TO 2-0 1/8 TO 1/2" GIRD. EL. 99.7 TEST BY: BERNARD J. YOUNG WITHIN 6" OF FINISH GRADE FINISH GRADE 2� MINIMUM FINISHED GRADE OVER LEACHING AREA i WASHED STONE TEST PIT # 2 LOCUS MAP GW. EL. N/A WITNESSED BY: GLEN HARRINGTON 4' PVC SOH. 40 _ 5 29 01 A.M. WILSON ASSOC. (TYP.) TO _ _ DATE: / / MOTTLING EL. N A CERTIFIED BY: R FIVE FEE _ ( Y 3 O" ' 6" BE LAID LEVEL L 48' S 005 ft/ft T P. CLEAR 3/4" TO 1 1/2" DOUBLE ELEV. SURFACE SOIL SOIL SOIL SOIL 97.96 0 0 (TYP.) WASHED STONE (NO FINES) NOT TO SCALE 99.7 DEPTH HORIZON TEXTURE COLOR MOTTLING OTHER 99,21 (4) 6" DIA. I 97.61 97.44 96.50 96.26 CROSS SECTION VIEW Assessors Map 71 Parcel 1-8 SINGLE GRAIN HOLES �97. 94.26 0"-2° 0 - - NONE LOOSE LEACHING TRENCH 99.53 SINGLE GRAIN FOUNDATION 2,000 GAL. (H-20) SEPTIC TANK DESIGN ANALYSIS 2"-4" E MED. SAND 10YR 4/2 NONE LOOSE (TWO COMPARTMENT TANK) TO BE INSTALLED ON A 99'37 LEVEL & STABLE BASE. LEACHING DETAIL DESIGN FLOW: MASSI 4"-8" A LOAMY SAND 10YR 4/4 NONE Y FRIIABLE VE TO BE INSTALLED ON A NOT TO SCALE 110 GPD X 5 BEDROOMS = 550 GPD 99.03 VERLEVEL & STABLE BASE. SYSTEM PROFILE J PR 550 GPD X 1.5 (GARBAGE GRINDER) = 825 GPD 8"-24" BW LOAMY SAND 10YR 4/6 NONE MASSIVE NOT TO SCALE s77o FRIABLE SEPTIC TANK REQUIREMENTS: 24"-120" C MED. SAND 10YR 6/3 NONE SINGLE GRAIN t - 2,000 GALLON TANK WITH (GARBAGE GRINDER) Project Title 89.70 LOOSE BOTTOM WATER OBSERVED 0 PERC RATE: NONE <2 MIN./INCH 179 LEACHING FACILITY REQUIREMENTS: * 0 825 GPD - .74 GPD/S.F. = 1,115 S.F. P// /{✓��I ZONING: RF-1 Pit SETBACKS: Lot 198 LEACHING FACILITY PROVIDED FRONT YARD 30 FEET ° (4) 2'd x Sw x 48'1 TRENCHES SIDE YARD 15 FEET NIF 6 S.F. PER 192 L.F. = 1,152 S.F. OF LEACHING ter REAR YARD 15 FEET Benchmark Y Garrett G. c�C' Vicki L. Gillespie Tag Bolt #1s94 MIN. WIDTH 125 FEET Ctf. 145801 EI.=102.13 (Assumed) owl so MIN. SQUARE FOOTAGE 43,560 SQUARE FEET ca NOTES FND� 21. 0' " o4d 1. UNLESS OTHERWISE NOTED, ALL CONSTRUCTION O RP OVERLAY DISTRICT 5883109E CB a METHODS AND MATERIALS SHALL CONFORM _TO �,.. . . :,.; FND� 0 4 TITLE V OF THE STATE ENVIRU1t'UU,FNTA.L CODE AND AP OVERLAY DISTRICT ,328.22' � ' Edge Of Lawn, _ TOWN OF BARNSTABLE RULES AND REGULATIONS. 0.5tervale, 2. GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN M47 ORDER TO PROVIDE A WATERTIGHT SEAL. NOTES: 101 ^ a d 3. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE 1. PROPERTY LINES SHOWN HEREON WERE COMPILED FROM it '..... SEALED WITH NEOPRENE GASKETS OR ASPHALT � � CEMENT TO PROVIDE A WATERTIGHT SEAL. Prepared For LAND COURT PLAN 115354-127 AND DO NOT REPRESENT AN PROPOSIM ,�" 4. PRECAST CONCRETE SEPTIC TANK, DISTRIBUTION ACTUAL SURVEY ON THE GROUND. 134.3' WAM SERwCE BOX AND LEACHING FACILITY TO WITHSTAND H-10 EXISTING LOADING UNLESS UNDER PAVEMENT, DRIVES OR NORANDA 2. DEED REFERENCE: LAND COURT DOCUMENT 819,982 v $ 0 2,000 GAL. i TRAVELLED WAYS WHEREIN H-20 LOADING SHALL CONSTRUCTION M SEPTIC TANK APPLY. REGISTRY DISTRICT OF BARNSTABLE COUNTY. e Z a - Z Lot 197 j W ` '8�, a 5. ALL 4" PVC PIPES IN THE SYSTEM SHALL BE 3. ELEVATIONS ARE BASED ON AN ASSUMED DATUM. Q o q) SCHEDULE 0. 4. LOCATIONS OF UTILITIES SHOWN HEREON ARE N3 `" 43,561 S.F. `'' W 3 s. WASHED CRUSHED STONE SHALL FREE OF ALL 3261 Main Street �o o OR O p s'� lost 1 p DIRT, DUST AND FINES. Barnstable, MA APPROXIMATE ONLY AND ARE TO BE VERIFIED IN THE N i 1.00 ACRES o F �,,.i`--EXISTING p 7. AT ALL POINTS OF INTERSECTION OF WATER LINES 02630 FIELD. �'"•. o w s D-BOX * (L.C.C. 15354-127) Z �. AND SEWER LINES, BOTH PIPES SHALL BE CON- 5. HOUSE LOCATION FROM PLAN BY CAPE SURV to 1 r STRUCTED OF CLASS 150 PRESSURE PIPE AND ARE TO DATED 12 15/06. -4 CD I I 1 ( I I !i o BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS. 6. GARAGE LOCATION PROVIDED BY CONTRACTOR. i N j I I I I I I j X 8. SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE A. M. Wilson Associates Inc, w o I I I I I I 10.0' MANUFACTURED BY ROTONDO OR AN EQUIVALENT [ � MANUFACTURER. L I I I I 11 V 508 375 0327 / FAX 375 0329 C) JLJO ) I >I IWI>1 I>1 �•�• 0 9 AREAEXCAVATE ALL AND BACKFILL UNSUITABLE H MATERIAL IAL IN LEACHING AS DESCRIBED Drawing Tine -� � I=, 1�1 a ON PLAN. ILJ r - hI0I lv,l W ) 10.HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO Cart Path _ _ I I I UJI IUJI - I a W OPERATE OVER THE LIMITS OF THE SEWAGE DIS- POSAL SYSTEMS DURING THE COURSE OF CON- ` - � � - - - - - - - - - - - - 101 I I 1 I I I I, STRUCTION OF THE SYSTEMS. v INVERT ELEVATION �I I I a UJ 11. NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL FNO SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN Suhsurfa % 4" INVERT AT BUILDING 99.21 0 100 Test Pit ,¢'2 � APPROVAL OF THE ENGINEER AND THE LOCAL Chain/ink Fence 31L25' v" BOARD OF HEALTH, 4" INVERT AT 2,000 GAL. TANK (IN) 97.96 1 �`a N 86:a5o W •.w 12.THIS SYSTEM SHALL BE INSPECTED AS REQUIRED BY p 21. 4 Edge Of [awn + TITLE V. Sewage " 97.71 1 PROPOSED VENT 4 INVERT AT 2,000 GAL. TANK (OUT) 0 PROPOSED- 13.A CERTIFICATE OF COMPLIANCE AS REQUIRED BY 4" INVERT AT DIST. BOX (IN) 97.61 2'd x Sw x 48'I CB D&PO&21 LEACHING TRENCHES FNDTITLE V AND AN AS-BUILT PLAN OF THE SYSTEM MUST BE OBTAINED BY THE �! N/F CONTRACTOR UPON COMPLETION OF THE ABOVE WORK. Built 4 INVERT AT DIST. BOX (OUT) 97.44 E. James �' Kathr 14.THIS SYSTEM IS DESIGNED FOR A INVERTS AT LEACHING FACILITY: Existing � C MU/Cah DES G EO 0 A GARBAGE A 5 4" INVERT AT BEG. Dwelling Ctf. 750149 DISPOSAL UNIT. THE SEPTIC TANK WILL BE REQUIRED LEACHING FACILITY 96.50 Lot 196 o Mq TO BE A TWO COMPARTMENT TANK. 4 INVERT AT END 15.ALL UNDERGROUND UTILITIES SHOWN WERE COM- P ROBERTA. yG PILED ACCORDING TO AVAILABLE RECORD PLANS LEACHING FACILITY g6 26 a DRAKE o AND ARE APPROXIMATE ONLY. SEE CHAPTER 370, v No.41642 Cl) ACTS OF 1963, MASSACHUSETTS GENERAL LAWS. ELEVATION AT BOTTOM o�o9F�,�ST�Q� � OF LEACHING FACILITY 94.26 WE ASSUME NO RESPONSIBILITY FOR DAMAGES siLG INCURRED AS A RESULT OF UTILITIES OMMITTED OR INACCURATELY SHOWN. THE APPROPRIATE PUBLIC ENGINEERING DEPARTMENT SHALL BE CONTACTED AS OBSERVED GROUND WATER ELEVATION (MOTTLING N/A I Z_ 1 , WELL AS DIG SAFE (PH. NUMBER 1-800-322-4844) Date June 18, 2002 NOT OBSERVED) 1 Drawing No, Design W.L.B. Scale:1"= 20' Check A.M.W. 1 Drawn J.V.B. 1 0 10 20 30 40 50 FEET Job. No. 2.1079.0 Last Rev. 12/07/07 of 1 Kinlin Base.dwg T NOTES: !T �z•-z,/r� Revisions ----`__�-----_- INLET&OUTLET COVERS TO BE ,It y/y/�I d r 6nOUGHT TO 6"G'BN,GN GPFDE�. � 11 II B I.CONCH 0-5000 P51 MINI TIC 's STRENGTH O 20 GAYS 'A '/ /\ TEST PIT 1 GRD.EL 99.7 TEST BY: BERNARD J.YOUNG 1•o0 0 -F 6 NI (6• 11 '� 1 2.STEEL15.GRADE REINFORCEMENT- - GW. L. N/A WITNESSED BY: GLEN HARRINGTON '-'I - 9 ASTM A-Bt S.GRADE 60 PROP.VENT 12/17/04 - INCREASED.SAS FIECD �17F 5 29/Oi MOTTLING EL. N/A CERTIFIED BY: A•M.NILSON ASSOC. - ^ FINISHED GRADE DATE:�- `24"DIA MANHOLE COVER I D• .- �TI IF - 08122106-T FLOW-lOP D T T I ; ].COVER TO STEEL-1"MIN. ELEV. SURFACE SOIL SOIL SOIL $OIL I I I a� 26STEn-�^2e• IT B ILL AND LOAM 06' e DEPTH HORIZON TEXTURE COLOR MOTTLING OTHER - - - b UU, I -1 WTIET TEE W/ExTE190N " _ AOOEO WATER P/PE LI1tl ADDED TWO COMP TANK _ , 4"PERFORATED PVC 5-0.005-- 1 AO✓U57E0 SAS SYSTEM-F 99.7 - (/ NtFr s-• PLAN VIEW Isla O 1 W . •^ �� �� ( ADJUSTED SAS ELEVATIONS NONE SINGLE GRAIN \ I I •I TEE uouo DEPm 0"-2- 0 - - LOOSE 1 I 6"Hex.3/4-TO 1-1/2-STONE J 99.53 11 <�;A.KNOCKOUT t OCKOU�)A,KNT � `g>� EFFECTIVE G4 �-- �� - - DEPTH Oyster 12/06/07-FOUNDATION AS-BUILT Z"-4" E MED.SAND IOYR 4/2 NONE VERY MASSIVE FRIABLE PRECAST CONCRETE SEPTIC TANK •"•BOTTOM ON LIVE'$TABL 0$F,::p LEVEL BOTTOM Harbors gal ASBUILT OF SAS 5}J7T•t!+ 99.37 REINFORCED WITH STEEL p" 3"­1~ L I AO✓US7ED SAS ELe I'A TIONS ASSIVE M 4"-8" A LOAMY SAND IOYR 4/4 NONE VERY FRIABLE PLAN VIEW I CROSS SECTION VIEW Ff _ 48'-0" LOCUB 4 66V 99.03 3)INLET AND OUTLET TEES TO BE CAST IRON O O O (H� SINGLE GRAIN NOTES OR SCHEDULE 40 PVC. 1-3" PROFILE 8"-24" BW LOAMY SAND IOYR 4/6 NONE LOOSE 1)SEPTIC TANK TO WTMSTANO H-10 LOADING TEE$i0 BE CENTERED UNDER MANHOLE COVERS. !" 7 1/2• IB"I 97.70 UNLESS UNDER PAVEMENT,DRIVES.OR TRAVELED . SINGLE GRAIN WAYS,WHERE BY H-20 LOADING SHALL APPLY. 4)PROPOSED SEPTIC TANK WILL BE A 24"-132" C MED.SAND IOYR 6/8 NONE 2 ALCTIL PIPE CONNECTIONS AND CONCRETE CON- TWO COMPARTMENT TANK.SEE NOTE/14. 4•- -C" 88.70 LOOSE SUON TO BE WATERTIGHT. 2,000 SECTION A-A SECTION B-B 2%MIN.FINISH GRADE LO AND N0.OF GALLONS: 2,000 F- SE SEED BOTTOM PERC RATE: DISTRIBUTION BOX DETAIL 12 WATER OBSERVED® vERCHOLE 2.000,GAL SEPTIC TANK DETAIL DB-6 W/ BAFFLE •'- -' '- M'"' NONE a 28"-40" <2 MIN./INCH "• I ea s11 r NOT TO SCALE NOT TO SCALE- - 2'-fi" � �2"MIN OF 1 INI_r.T&OUTLET COVERS TO BE BROUGHT TO ^FINISH GRADE 2%MINIMUM FINISHED GRADE OVER LEACHING AREA 2'-0" i/8'•TO -- WTHIN 6"OF FINISH GRADE \ WASHED STONE TEST PIT#2 ORD.EL. 99.7 TEST BY: BERNARD J.YOUNG LOCUS M/•iY'" N/A WITNESSED BY: GLEN HARRINGTON jj�.9. SCH.ZOFIRST FIVE FEET TO S-0' 9'-0" W.El. .) L- 48• S,005 n/ft TYP.DATE: S 29 01MOTTUNG EL. N/A CERTIFIED BY: A.M.OLSON ASSOC. BE LAID LEVEL CLEAR 3 4 TO 1 1/2 DOUBLE . (TYP.) WASHED STONE(IJO FINES) NOT TO SCALE ELEV. SURFACE SOIL SOIL SOIL SOIL g7,fi1 U 44 �96.26DEPTH HORIZON TE%TURF COLOR NOTICING OTFIER 21 (4) " .]I- 96.50 CROSS SECTION VIEWAssessors MOp 71 Parcel 1-n 99.7 HOLES 94.26O^_2^ 0 _ - NONE SINGLE GRAIN LEACHING TRENCH 99.53 LOOSE G SINGLE GRAIN FOUNDATION 2,000 GAL.fH-20)SEPTIC TANK DESIGN ANALYSIS. 2"-4" E MED.SAND IOYR 4/2 NONE LOOSE / (TWO CO PARTMENT TANK) TO BE INSTALLED ON A 8837 LEVEL&STABLE BASE. LEACHING DETAIL DESIGN Flow: 4"-8" A LOAMY SAND IOYR 4/4 NONE MASSIVE L-TO BE INSTALLED ON A - NOT TO SCALE 110 GRD X 5 BEDROOMS-550 GPD VERY FRIABLE LEVEL&STABLE BASE. SYSMM PROFILE 550 GPD X 1.5(GARBAGE GRINDER)-825 GPO 99.03 8"-24" BW LOAMY SAND IOYR 4/6 NONE MASSIVE NOT TO SCALE FRIABLE SEPTIC TANK REQUIREMENTS: _ 97.70 1 -2,000 GALLON TANK WITH(GARBAGE GRINDER) Project Title 24"-120" C MED.SAND IOYR 6/3 NONE SINGLE GRAIN B9.70 LOOSE BOTTOM PERC RATE: Lot of 191 WATER OBSERVED® (�lL•// NONE <2 MIN./INCH LEACHING FACILITY REQUIREMENTS: 825 GPD 4.74 GPD/S.F.=1,115 S.F. �AG➢�� '57 All th 1 ZONING: RF-9 Lot 198 LEACHING FACILITY PROVIDED 0 SETBACKS: FRONT YARD 30 FEET (a)z'd z 3'w z 48'I TRENCHES 1111E 6 S.F.PER 192 L.F.- L152 S.F.OF LEACIIAG SIDE YARD 15 FEET REAR YARD 15 FEET Gcrrett G. & Vicki L. Gillespie Benchmark y Tag Bolt�1894 MIN. WIDTH 125 FEET Ctf. 145801 EL-102.13(Assumed) NOTES f dlllLdU/'G MIN. SQUARE FOOTAGE 43,560 SQUARE FEET -� I 1. UNLESS OTHERWISE NOTED, ALL CONSTR JCTION 0 FNp\ $. 21.0' CB 3 METHODS AND MATERIALS SHALL CONFCF.M TO SBB3T 09 E -�-' 11 RP OVERLAY DISTRICT '� - - __ FND� ?,E TITLE V OF THE STATE ENVIRONMENTAL CODE AND J2@.22' -�' TON^I OF BARNSTABLE RULES AND RE.1,ATIONS. ) rt'n A fj�✓� AP OVERLAY DISTRICT rays or c 0,54l G"PI 2. GROUT TO RE USED AT ALL POINTS WHERE PIPES y �✓�'''"'.,1 ENTER OR LEAVE ALL CONCRETE STRUCTURES IN 0 � ORDER TO PROVIDE A WATERTIGHT SEAL. Q,7/ n�®���. 101 -- I Z 3. ALL SHIPLAP JOINTS IN SEPTIC TANK 5114LL BE '_�'^•�,_� IV 1 SEALED WITH NEOPRENE GASKETS OR A`'PHALT 1. PROPERTY LINES SHOWN HEREON WERE COMPILED FROM CEMENT TO PROVIDE A WATERTIGHT SEAL. 1¢¢Trq�rn,1 wTLL.- Prepared For LAND COURT PLAN 115354-127 AND DO NOT REPRESENT AN - --- rIATER S 4, PRECAST CONCRETE SEPTIC TANK,DISTRIBUTION ACTUAL SURVEY ON THE GROUND. 134.3 11A1F71 Su^WCE BOX AND LEACHING FACILITY TO WITHSTAND H-10 EXISTING LOADING UNLESS UNDER PAVEMENT,DRI'2ES OR ROBER I KINLIM ut -o-- 0 0 2,000 GAL i 1 TRAVELLED WAYS WHEREIN H-20 LOADIN;SHALL PAUL. �I�OVEEY 2. DEED REFERENCE: LAND COURT DOCUMENT 819.982 REGISTRY DISTRICT OF BARNSTABLE COUNTY. S z o ILL sEPnc TANK APPLY. LW 197 II ,B 0 5. ALL 4"PVC PIPES IN THE SYSTEM SHALT.BE Z > W \9• -v SCHEDULE 40. 3. ELEVATIONS ARE BASED ON AN ASSUMED DATUM. j o ---w 6. WASHED CRUSHED STONE SHALL FREE OF ALL 7 jZr 4. LOCATIONS OF UTILITIES SHOWN HEREON ARE U" m$ 43,567 S.F. o �D Dslc. o DIRT,DUST AND FINES. APPROXIMATE ONLY AND ARE TO BE VERIFIED IN THE m ° t.DODACRES o a �! 's l-EXISIINc I a 7. AT ALL POINTS OF INTERSECTION OF WATER LINES FIELD. ZIS^ E 5 S D-BOX A (LCC JSJ54-127J m z II 5 �. AND SEWER LINES,BOTH PIPES SHALL BE CON- / I STRUCTED OF CLASS 150 PRESSURE PIPE AND ARE TO � O cD I / I I I I I I BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS. Z U N o I I I I I I I i ME B. SEPTIC TANK,DISTRIBUTION BOX, ETC. SIIALL BE A.M. Wil3on A930CIBtes II16 MANUFACTURED BY ROTONDO OR AN EQJIVALENT MANUFACTURER. 508 375 0327/FAX 375 0320 O I I to I>I I>I IWI o" 9 AREAVATE ALL UNSUITABLE NS ITAB EMATER MATERIAL I DESCRIBED ING IV IpIhI 4° ON PLAN. DrOWID9 Title _-- - I Iwl 6 Iwl ---------------- I h NI �° - �_ I - WI IWI i 10.HEAVY EQUIPMENT SHALL NOT BE ALLOV,ED TO Cort Pnfq 115 I I I Iwl " c OPERATE OVER THE LIMITS OF THE SEWAGE DIS- - � r POSAL SYSTEMS DURING THE COURSE OF CON- I ( STRUCTION OF THE SYSTEMS. INVERT ELEVATIONS `I I I I I I 11.NO FIELD MODIFICATIONS TO THE SEWAGE.DISPOSAL � y CB�,,I 100 SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN CLgn/j�rf,pp ��r p"r) CND - Teal Pit AV2 APPROVAL OF THE ENGINEER AND THE LOCAL 99.21 ? •--"-- BOARD OF HEALTH, 4" INVERT AT BUILDING .,I Ibl Cho/nllnk Fnoe `\� /t.25' (� I -I✓86W25 W - m 12.HIS SYSTEM SHALL BE INSPECTED AS REQUIRED BY 6.�J('��'�/(r� �, 4" INVERT AT 2,000 GAL. TANK (IN) .97.96 - - - C•,3' 20.4� Foy-oI cn,:n 1 PROPOSED VENT ��yy 97.71 I I PROPOSED / t} V �Q�r ��� �� 4" INVERT AT 2,000 GAL. TANK (OUT) 13.A CERTIFICATE OF COMPLIANCE AS REQUIRED BY G( 4" INVERT AT DIST. BOX (IN) 97.51 2'd z 3'w z a6Y Co-' �, OF THE SYSTEM MUST BE OBTAINEDBY THE L LEACHING TRENCHES FND 4" INVERT AT DIST. BOX (OUT) 97.44 ✓cmes & i(NIF th C. e� I CONTRACTOR UPON COMPLETION OF THE ABOVE WORK. 0,esign Extsl/n 1'� MWcoh I' 14.THIS SYSTEM IS DESIGNED FOR AGARBAGE // INVERTS AT LEACHING FACILITY: 9 y ,y�;�{N OF dfgr DISPOSAL UNIT. THE SEPTIC TANK WILL HE REQUIRED OIveA'tn99 Ctf 150149 4',1 r TO BE A TWO COMPARTMENT TANK. 4" INVERT AT BEG. Lot 196 • ROBERTa LEACHING FACILITY 96.50 l ORnNe 15.ALL UNDERGROUND UTILITIES SHOWN WENE.COM- iL m ^o PILED ACCORDING TO AVAILABLE RECORD PLANS y AI_', 4" INVERT AT END CP ( 4,Fc, �° "¢" �t AND ARE APPROXIMATE ONLY. SEE CH',PTER 370, LEACHING FACILITY _96.26 a„ I. r I ZA' f srEV ti I ACTS OF EN RESPONSIBILITY GENERAL LAWS. ELEVATION AT BOTTOM LL� WE ASSUME NO RESPONSIBILITY FOR DAMAGES I`Pv"' Yr INCURRED AS A RESULT OF UTILITIES OM1IMITTED OR EL LEACHING FACILITY 94.26 I Z_ ,G INACCURATELY SHOWN, THE APPROPRIATE PUBLIC ENGINEERING DEPARTMENT SHALL BE CONTACTED AS OBSERVED GROUND WATER ELEVATION (MOTTLING N/A WELL AS DIG SAFE(PH. NUMBER 1-800-322-4844) Uate June 18, 2002- _ ..Drawing Nu, NOT OBSERVED) 16.BUILDING LOCATION FROM PLAN BY CAPE SURV Design W.L.B. DATED 12/15/06. GARAGE LOCATION PROVIDED BY Check A.M.W._- Sco IS:l"=20' BUILDER. Drawn J.V.B. _ L-H�-3 Job. No. 2.1029.0 -•-- 0 10 20 30 40 50 FEET Last Rev. 12/06/07 of 1 i' 2'-6 1/,2„ INLET 8c OUTLET COVERS TO BE 1-2'-2 1/2' NOTES: p o� f\eVIsIQnS BROUGHT TO 6" OF FINISH GRADE. I 13 1. CONCRETE - 5000 PSI MIN. TEST PIT 1 GRID. EL. 99.7 TEST BY: BERNARD J. YOUNG tt'-o" s" 6n A- A STRENGTH 0 28 DAYS 9" MIN. 6" N GW. EL. N/A WITNESSED BY: GLEN HARRINGTON f - 1o'-a" I COVER `� 2. STEEL REINFORCEMENT - 12111104 - INCREASED SAS FIELD SIZE ASTM A-615 GRADE 60 PROP. VENT A.M. N5 29 01 N A . LSO ASSOC.SSOC M FINISHED GRADE / I MOTTLING EL.___L�_ CERTIFIED BY. ADDED WATER? PIPE DATE. ,.::.1';-a".._r.. 5:.OF AIR SPACE�TYP. _ I � 24 DIA. MANHOLE COVER s" FLOW-TOP OF TEE T 3. COVER TO STEEL - 1" MIN. / ��� p' ELEV. SURFACE SOIL SOIL SOIL SOIL �' $ - - _ 18 3" ZABAt00LTER- 26" FILL AND LOAM Q 2 D8 - gg 7 . DEPTH HORIZON TEXTURE COLOR MOTTLING OTHER B (� OUTLET TEE W EXTE�SION ADJUSTED S S SYSTEMN+ ` Li t ADDED 7 0 COUP.8/ 2 / t I , 0"-2" O - - NONE SINGLE GRAIN - e .! INLET 5-4" W 4' PERFORATED PVC S=0.005 Isl ADJUSTED SAS EL S LOOSE TEE LIOUID DEPTH hLAN VIE \ 4�'� C@Vt T/C7N w 99.53 r 6" MIN. 3/4" TO 1-1/2"STONE o� �" MASSIVE 5" DIA. KNOCKOUT 5" DIA. KNOCKOUT EFFECTIVE Ga Oyster 2 4 .4 SS E ys M SAND 1 YR N E MED. D 0 2 NONE ._L TYP TYP DEPTH sty VERY FRIABLE Harbors 99.37 PRECAST CONCRETE SEPTIC TANK •"'BOTTOM ON LEVEL STABLE BASE MASSIVE REINFORCED WITH STEEL ' ' 3"� I - LEVEL BOTTOM 6 q 4�6 4'°-8" A LOAMY SAND tOYR 4/4 NONE VERY FRIABLE PLAN VIEW CROSS SECTION VIEW Locus 99.03 3) INLET AND OUTLET TEES TO BE CAST IRON (+ 48'-0" W-24" BW LOAMY SAND 10YR 4/6 NONE SINGLE GRAIN NOTES OR SCHEDULE 40 PVC. O @ `J 1 -3 + PROFILE 97 70 LOOSE 1) SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVERS. UNLESS UNDER PAVEMENT, DRIVES, OR TRAVELED 6" 24"-132" C MED. SAND 10YR 6/8 NONE SINGLE GRAIN WAYS, WHERE BY H-20 LOADING SHALL APPLY. 4) PROPOSED SEPTIC TANK WILL BE A a TWO COMPARTMENT TANK, SEE NOTE 14. 88.70 LOOSE 2) ALL PIPE CONNECTIONS AND CONCRETE CON- # �2" STRUCTION TO BE WATERTIGHT. 2,000 LOAM AND BOTTOM NO. OF GALLONS: SECTION A-A SECTION B®B 2% MIN. FINISH GRADE SEED WATER OBSERVED C�9 PERC HOLE PERC RATE: 000 GAL. SEPTIC TANK DETAIL DISTRIBUTION BOX DETAIL 1 " NONE 28"-40" <2 MIN.(INCH DB-5 W/ BAFFLE ' M IN. NOT TO SCALE - NOT TO SCALE - � er 2'-6" / 2„ MIN. OF INLET & OUTLET COVERS TO BE BROUGHT TO FINISH GRADE 2% MINIMUM FINISHED GRADE OVER LEACHING AREA 2'-0 : 1/8i TO 1/2" TEST PIT 2 GIRD. EL. 99.7 TEST BY: BERNARD J. YOUNG ` WITHIN 6" OF FINISH GRADE �; WASHED STONE .� %, % . s� GW. EL, N A WITNESSED BY: GLEN HARRINGTON ;, 4" PVC SCH. 40 W g'-p" P DATE: -5j29�G1 MOTTLING EL. N A CERTIFIED BY: A.M. WILSON ASSOC. (T�'P•) �„ FIRST FIVE FEET TO L= 48 S=.005 ft/ft 3'-0" LOCUS MA -FIRST LAID LEVEL (TYP. CLEAR 3/4" TO 1 1/2" DOUBLE ELEV, SURFACE SOIL SOIL SOIL SOIL 97.72 o a (TYP.) WASHED STONE (NO FINES) NOT TO SCALE 99.7 DEPTH HORIZON TEXTURE COLOR MOTTLING OTHER 98.72 (4) 6" DIA. i 96.99 96.82 96.50 96.26 HOLES - -•f CROSS SECTION VIEW Assessors Map 71 Parcel 1-8 97.47 94.26 0°'-2" 0 - - NONE SINGLE GRAIN LEACHING TRENCH 9 LOOSEEY1 q­. , 9.53 SINGLE GRAIN FOUNDATION 2,000 GAL. (H-20) SEPTIC TANK DESIGN ANALYSIS. 2"-4" E MED. SAND 10YR 4/2 NONE LOOSE (TWO COMPARTMENT TANK) TO BE INSTALLED ON A 99.37 LEVEL & STABLE BASE. LEACHING DETAIL DESIGN FLOW: 4"-8" A LOAMY SAND 10YR 4/4 NONE MASSIVE TO BE INSTALLED ON AVERY FRIABLE NOT TO SCALE 110 GPD X 5 BEDROOMS = 550 GPD 99.03 LEVEL STABLE BASE. SYSTEM PROFILE 550 GPD X 1.5 (GARBAGE GRINDER) = 825 GPD 8"-24" BW LOAMY SAND 10YR 4/6 NONE MASSIVE NOT TO SCALE 9770 FRIABLE SEPTIC TANK REQUIREMENTS: 24"-120" C MED. SAND 10YR 6/3 NONE SINGLE GRAIN Project Title 1 - 2 000 GALLON TANK WITH (GARBAGE GRINDER) 89.70 LOOSE BOTTOM WATER OBSERVED 0 PERC RATE: NONE <2 MIN,/INCH L o t LEACHING FACILITY REQUIREMENTS: 825 GPD , .74 GPD/S.F. = 1,115 S.F. ZONING: RF 1 Q AS Pit SETBACKS: Lot 198 LEACHING FACILITY PROVIDED 0 FRONT YARD 30 FEET 1:3 (4) 2'd x 3'w x 48'I TRENCHES SIDE YARD 15 FEET 101x1 6 S.F. PER 192 L.F. = 1,152 S.F. OF LEACHING ter REAR YARD 15 FEET Benchmark f 100x7 Tag Bolt #1694 .4 0� pCJ MIN. WIDTH 12.5 FEET EI.=102.13 (Assumed) 99x� A MIN. SQUARE FOOTAGE 43,560 SQUARE FEET 10ax2 FND o� AP OVERLAY DISTRICT ses�r a9#F 10o z RP OVERLAY DISTRICTIQ NOTES t - _ -- 99x6 �©� � 4. 1. UNLESS OTHERWISE NOTED, ALL CONSTRUCTION • 328.22 tei 100x0 Edge Ot Lawn 100x0 �� METHODS AND MATERIALS SHALL CONFORM TO 05 �®//TITLE V OF THE STATE ENVIRONMENTAL CODE AND f 99x9 TOWN OF BARNSTABLE RULES AND REGULATIONS. 100x 1 ma 99x9 100x2 C N � 2. GROUT TO BE USED AT ALL POINTS WHERE PIPES -T NOTES: 1Q1----- � o a OR ENTER ER OR LEAVE PROVIDELL CONCRETE A WA ERTIGHT SEAL.STRUCTURES IN 11 1. PROPERTY LINES SHOWN HEREON WERE COMPILED FROM 100x1 �' 9 ~9 7 3. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE Prepared For LAND COURT PLAN 1 1 5354-1 27 AND DO NOT REPRESENT AN SEALED WITH NEOPRENE GASKETS OR ASPHALT ACTUAL SURVEY ON THE GROUND. 99x8 9 x = 9 7 d CEMENT TO PROVIDE A WATERTIGHT SEAL. 99x 7 \ PROPOSED 5 BEDROOM [} 99x6 4. PRECAST CONCRETE SEPTIC TANK, DISTRIBUTION ROBERT KINLIN & WELUNG PROPOSED I BOX AND LEACHING FACILITY TO WITHSTAND H-10 PALlL DROVER 2. DEED REFERENCE: LAND COURT DOCUMENT 819,982 ggx7 o TOP OF FOUNDATION Eby=1025 9 2,00o GAL. LOADING UNLESS UNDER PAVEMENT, DRIVES OR REGISTRY DISTRICT OF BARNSTABLE COUNTY. p SEPTIC TANK TRAVELLED WAYS WHEREIN H-20 LOADING SHALL x5 Lot 197 .- 4u APPLY. 3. ELEVATIONS ARE BASED ON AN ASSUMED DATUM. c� r 5. ALL 4" PVC PIPES IN THE SYSTEM SHALL BE � �'`7-- �z ~~� - � 3261 Main Street 4. LOCATIONS OF UTILITIES SHOWN HEREON ARE 43,561 S.F. g ci- SCHEDULE 40. Qo �, 10�x7 APPROXIMATE ONLY AND ARE TO BE VERIFIED IN THE Barnstable, MA N o OR 99x5 ''�j� �9x rest Pit _ 0 6. WASHED CRUSHED STONE SHALL FREE OF ALL o2630 99x6 1.00 ACRES S 99 8 3 TIP FIELD. 99x7 99x6' 9x{i - • S �'---PROPOSE 9 8 DIRT, DUST AND FINES. 99x4 (L.C.C. 15354-127) 1o1x� S d-BOX `- e� pile _ 7. AT ALL POINTS OF INTERSECTION OF WATER LINES I � _ r-- � - LOt 12� 1 4 p 9x5 I I I I I I I o AND SEWER LINES, BOTH PIPES SHALL BE CON I STRUCTED OF CLASS 150 PRESSURE PIPE AND ARE TO 4.2 99x7 _ - - - . 20 0' I I I I I j9x I I 1 BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS. A. M. Wilson Associates Inc. x� _ 1 ` I 619. ' . I I a.o '- ' U 8. SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BEPROPOSED I I MANUFACTURED BY ROTONDO OR AN EQUIVALENT 508 375 p327 FAX 375 0329 3 CAR GARAGE I o iwI I IU,I MANUFACTURER. POOL E ON SLAB I Drawing Title '- _ Iai > , gg 6 _ _ - ' " - -- �V °° 101.5 cell ICI I�I I>I A 9. EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING o 9 ~ ` ' �I Iw Iw IwI to W AREA AND BACKFILL WITH MATERIAL AS DESCRIBED 98x6 98x7 Cart Path - wI Jol Icnl 10I b ON PLAN. Iuil CI IWI crl Iuji CI 99 8 �99 9 101 I I I I 10.HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO INVEST ELEVATIONS I I w OPERATE OVER THE LIMITS OF THE SEWAGE DIS- I c CB I POSAL SYSTEMS DURING THE COURSE OF CON- 98x5 FNp� 100 K' Test Pit ,f2 STRUCIIQN OF THE SYSTEMS. ��� 4 INVERT AT BUILDING 98.72 98xn 0 Sub5U ChainAnk Fence 311.25 100x0 0 11. NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL I 00 SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN 4 INVERT AT 2,000 GAL. TANK (IN) 97.72 '�0 99x6 N 865Q25" w �•• APPROVAL OF THE ENGINEER AND THE LOCAL O Edge Of Lawn 1 BOARD OF HEALTH.97 47 Sewage 4 INVERT AT 2,000 GAL. TANK (OUT) I 98x8 ° PROPOSED CB� 12.THIS SYSTEM SHALL BE INSPECTED AS REQUIRED BY D&P05471 4" INVERT AT DIST. BOX (IN) 96.99 g9x8 PROPOSED VENT 2'd x Sw x 48'I TITLE V. 99 9 LEACHING TRENCHES FND 4" INVERT AT DIST. BOX (OUT) 96.82 100x6 13.A CERTIFICATE OF COMPLIANCE AS REQUIRED BY De5ign 100 0 TITLE V AND AN AS-BUILT PLAN INVERTS AT LEACHING FACILITY: Existing 700 2 OF THE SYSTEM MUST BE OBTAINED BY THE Dwelling 4" INVERT AT BEG. OF CONTRACTOR UPON COMPLETION OF THE ABOVE WORK. LEACHING FACILITY 96.50 Lot 196 � OQE�AS��c 14.THIS SYSTEM IS DESIGNED FOR A GARBAGE DRAKE DISPOSAL UNIT. THE SEPTIC TANK WILL BE REQUIRED 4 INVERT AT END LEACHING FACILITY 96.26 �� TO BE A TWO COMPARTMENT TANK. ► 4142 o /STIS 15.ALL UNDERGROUND UTILITIES SHOWN WERE COM- ELEVATION AT BOTTOM PILED ACCORDING TO AVAILABLE RECORD PLANS OF LEACHING FACILITY 94.26 AND ARE APPROXIMATE ONLY. SEE CHAPTER 370, ACTS OF 1963, MASSACHUSETTS GENERAL LAWS. FOR DAMAGES OBSERVED GROUND WATER ELEVATION (MOTTLING NSA INCURRED AS A RES LT ASSUME NOSITY OFLUTILITIES OMMITTED OR Date June 18, 2002 Drawing No. NOT OBSERVED) INACCURATELY SHOWN. THE APPROPRIATE PUBLIC ENGINEERING DEPARTMENT SHALL BE CONTACTED AS Desi n W.L.B. WELL AS DIG SAFE (PH. NUMBER 1-800-322-4844) Check A.M.W. Scals:l"= 20' 1 Drawn J.V.B. Job. No. 2.1029.0 0 10 20 30 40 50 FEET Last Rev. 8/22/06 of 1 Kinlin 6ase.dw9