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HomeMy WebLinkAbout0019 NEWPORT LANE - Health 19 NEWPORT LANE OSTERVILLE A = 166 030 t t a Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,M 19 Newport Lane Property Address Pearman Owner Owner's Name information is required for every Osterville MA 02655 December 4, 2013 page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Imng out forms A. General Information filling out forms on the computer, use only the tab 1. Inspector: key to move your cursor-do not David B. Mason yV�lyr use the return key. Name of Inspector David Mason � Company Name 4 Glacier Path Company Address East Sandwich MA 02537 City/Town State Zip Code 508-367-1617 S1287 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and r intenance o on s sewage disposal systems. I am a DEP approved system inspector pursuant WE Dction 15.�40 0 Title 5 (310 CMR 15.000).The system: - c `m` e C:) ® Passes `Ji — ❑ Conditionally Passes ❑ Faifs� ❑ Needs Further Evaluation by the Local Approving Authority n -- E'9r7 December 5, 2013 Inspector's Signaturev Date The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under. the same or different conditions of use. t5ins•3/13 ' / Title 5 Official Inspection Form.Subsurface Sewage Disposal System•Page 1 of 17 J Commonwealth of Massachusetts �w r Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 19 Newport Lane Property Address Pearman Owner Owner's Name information is required for every Osterville MA 02655 December 4, 2013 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ❑ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system, upon completion of 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): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °M 19 Newport Lane Property Address Pearman Owner Owner's Name information is required for every Osterville MA 02655 December 4, 2013 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet°of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 19 Newport Lane Property Address Pearman Owner Owner's Name information is required for every Osterville MA 02655 December 4, 2013 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than Y2 day flow t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments i °M 19 Newport Lane Property Address Pearman Owner Owner's Name information is Osterville MA 02655 December 4 2013 required for every , page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA) or a mapped Zone II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered"yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•3/13 Title 5 official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �M 19 Newport Lane Property Address Pearman Owner Owner's Name information is Osterville MA 02655 December 4 2013 required for every , page. City[Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): 4 Number of bedrooms (actual): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440 t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °M 19 Newport Lane Property Address Pearman Owner Owner's Name information is Osteryille MA 02655 December 4 2013 required for every page. Cityrrown State Zip Code Date of Inspection D. System Information Description: � Number of current residents: 2 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available last 2 ears usage Yes 9 ( Y 9 (gpd))� Detail: 2011; 99,000 gallons and 2012; 134,000 gallons Sump pump? ❑ Yes ❑ No Last date of occupancy: Date Commercial/industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 19 Newport Lane Property Address Pearman Owner Owner's Name information is Osterville MA 02655 December 4 2013 required for every , page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ❑ No I If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 19 Newport Lane Property Address Pearman Owner Owner's Name information is required for every Osterville MA 02655 December 4, 2013 page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 8/14/2000 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 20"feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: 10 feet Comments (on condition of joints, venting, evidence of leakage, etc.): No observable issues Septic Tank(locate on site plan): Depth below grade: 8"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: Typical 1500 Sludge depth: 2" t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection. Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 19 Newport Lane Property Address Pearman Owner Owner's Name information is required for every Osterville MA 02655 December 4, 2013 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 32" Scum thickness 2" Distance from top of scum to top of outlet tee or baffle 3" Distance from bottom of scum to bottom of outlet tee or baffle 12" How were dimensions determined? scour stick Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Observable portions of tank appear in adequate condition 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 t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 19 Newport Lane Property Address Pearman Owner Owner's Name information is Osterville MA 02655 December 4 2013 required for every , page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last.pumping: Date Comments (condition of alarm and float switches, etc.): Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 19 Newport Lane Property Address Pearman Owner Owner's Name information is Osterville MA 02655 December 4 2013 required for every , page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert Effluent level with 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.): D-Box is good condition. No evidence of solid carryover. 1, Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No" Alarms in working order: ❑ Yes ❑ No* Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): * If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Identified approx. location of leaching trenches. No inspection port identified. . t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �M 19 Newport Lane Property Address Pearman Owner Owner's Name information is required for every Osterville MA 02655 December 4, 2013 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ® leaching trenches number, length: 2-49 ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): No indication of surface ponding or excessive vegetation growth. Probed area and no indication of damp soil Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth —top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 19 Newport Lane Property Address Pearman Owner Owner's Name information is required for every Osterville MA 02655 December 4, 2013 page. City/Town State Zip Code. Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): V Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins.-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °M 19 Newport Lane Property Address Pearman Owner Owner's Name information is Osterville MA 02655 December 4 2013 required for every , page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ❑ hand-sketch in the area below ® drawing attached separately t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Assessing As-Built Cards Page 1 of 1 TOWN OF BARNSTABLE v LOCATION Y /V B 1,,.00 e-->-s4 L ov• SEWAGE VUJ_AGE t::;7 S ! e V i//G ASSESSOR'S MAP&LOTZ &/7/ INSTALLER'S NAME&PHONE NO. r fi h , i cr t G t� SEPTIC TANK CAPACITY 1,511 ,6 r ,e //�7-�C56 a 33 9 • 7 z G LEACHING FACILITY: (type) 7__7,r_.t .,C h S �LzG! NO.OFBEDROOMS BUILDER OR OWNER A—" 74� PERMITDATE: � e D COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility FeetQz Private Water Supply Well and Leaching Facility (If any weUs exist on site or within 200 feet of leaching facility) ��'�' Feet Edge of Wedand and Leaching Facility(If any wetlands exist within 300 feet o facility) �� Feet Furnished by V 8 --- 419 /�=v• (z�' .ea . zz'-y'- 3• ,�G S7=Xr - . z . ,L —V 9 y a S/ 7'- >. http://town.bamstable.ma.us/Assessing/HMdisplay.asp?mappar--166030&amp;seq=1 . 12/7/2013 Commonwealth of Massachusetts H W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 19 Newport Lane Property Address Pearman Owner Owner's Name information is required for every Osterville MA 02655 December 4, 2013 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ❑ Surface water ® Check cellar ❑ Shallow wells i Estimated depth to high ground water: 12"feet Please indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record If checked, date of design plan reviewed: Date ® Observed site(abutting property/observation hole within 150 feet of SAS) ® Checked with local Board of Health -explain: Groundwater Contour Map ® Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: Based on soil test results and plans in the area. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 f Commonwealth of Massachusetts r Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 19 Newport Lane Property Address Pearman Owner Owner's Name information is required for every Osterville MA 02655 December 4, 2013 page. Cityrrown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems)completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 NO. ! Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes � PUBLIC HEALTH DIVISION -TOWN OF,BARNSTABLE., MASSACHUSETTS 0[pprication for Mi5pool *pftem Construction Permit , Application for a Permit to Construct( )Repair( )Upgrade( )Abandon(140 Complete System ❑Individual Components Location Address or Lot No. 0Y o Owner's Name,Address and Tel.No. Assessor's Map/Parcel :'� Z S a a e V.4i/e /� fI' o Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. �' � / A�'/.,s.-r�i'G !�h�s r, � �� PZ Type of Building: Dwelling No.of Bedrooms Lot Size _sq.ft. Garbage Grinder( ) Other Type of Building ---h,No.of Persons � Showers('-) Cafeteria( ) Other Fixtures Design Flow y y (;. gallons per day. Calculated daily flow V u O % gallons. Plan Date Z_ if 1 ,9 Number of sheets Revision Date Title / 4 Alk z. ,o -7 ,G-e". Size of Septic Tank J,05 d Type of S.A.S. Description of Soil � 1 ?il e- AC y-le— 2- eram ;,-) 92. n i•°� �/ L' 6./s n ay e n d✓C -e w e- v is ra ve- Nature of Repairs or Alterations(Answer when applicable) DESIGNING ENGINEER k0dST SUPERVISE A? 8Tde N A 'ERTI`g IN —A— IT�101� Date last inspected: THE SYSTEM WAS INSTALLED IN STRICT ACCORDANCE TO Pyle 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 by t ' and of Ha lth. _ Signed Date �' ' /,&• e Application Approved by Datelr�tr Application Disapproved for the following reasons ',Permit No. ;1F10GYIJ 4/4, Date Issued THE,COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS !� !� DESIGNING ENGINEER MUST SUPERVISE Certificate of Complian fFTALLATION AND CERTIFY IN WRITING NE SYSTEM WA NS THIS IS TO CERTIFY,that t e On-si Sewage Disposal System Construct Dp) and d (STF)ICT Abandoned( by / �d at has been constructed in accordance with the provisions f Title 5 d the for Disposal System Construction Permit N6_&4�1'1 d /f` 'dated e' Installer S'�`x���� �G G L/s Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. 7"�'•-✓r ` Fee / THE COMMONWEALTH OF MASSACHUSETTS entered in: omputer:_ Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Z[Pp ication for �Digpogal *pgtem Congtruction Permit Application. for a Permit to Construct,;'(' )Repair Upgrade Abandon ❑Complete System ❑Individual Components , . ( P ( ) Pg ( ) (� P Y Po Location Address or Lot No. Owner's Name,Address and Tel.No. Assessor's Map/Pazcel Q Z e . .✓ / /��J.. � � Liv QS-/Pc✓>%/.�, �� �e.->a V v1/C 2 CYr Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 14— e7 Ss �e✓.�ieh a . ��� 9z,?Z . Type of Building: Dwelling No.of Bedrooms Lot Size✓_ Zsq.ft. Garbage Grinder Other Type of Building:5 rn /t a�.No. of Persons Z Showers(2) Cafeteria( ) Other Fixtures Design Flow y y 9 gallons per day. Calculated daily flow y` gallons. Plan Date `''/L if l 9 9 Number of sheets Revision Date F Title 9 A1_- .o --7 /v Size of Septic Tank / 5 D 0 Type of S.A.S. Description of"Soil rm ,.) S" Z_ 4+�o s.ti d♦ Gs.-y, �(' .� a Sea rCi 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 by t is­Roard of Health. _ Si gner Date '}/B• l>D Application Approved by Date, /t%--?,gx� Application Disapproved for the following reasons -` Permit Ni; 76 Date Issued Z, tiJ -� THE COMMONWEALTH OF MASSACHUSETTS y BARNSTABLE, MASSACHUSETTS Certificate of Compliance y THIS IS TO CERTIFY, that a On-s• a ewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned(" )by G�f /S at has been constructed in accordance with the provisions of Titlq.;) d the for Disposal System Construction Permit N069�� dated gf- Installer Irdr/ 14 Designer ; The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. ���'�/'°' -----------------------Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE,,MASSACHUSETTS Migpoga�pgtern Congtruction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon System located at .22 21AQ /1 a 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:Construction must be completed within three years of the date ofth�ernut. Date: Approved bye TOWN OF BARNSTABLE aa LOCATION /V 2 �.00 a'2- a/ • SEWAGE # I I VILLAGE t!5� ASSESSOR'S MAP & LOT Co INSTALLER'S NAME&PHONE NO.._ s h h ei?—/c.L ,Q ¢_ . B 339 9 z.G. SEPTIC TANK CAPACITY 61 1!�i LEACHING FACILITY: (type) pZ� t 7 C A S (size) y 9 NO.OF BEDROOMS BUILDER OR OWNER /'Y� �� •r i r S PERMIT DATE: 9'Z/'ZQ D COMPLIANCE DATE: 'a ZZ 40 b -p Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet*`a� 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 o facility) C�/�� Feet Furnished by ' l A // L ! is No. J V s �% Fee ��1�. THE COMMONWEALTH OF MASSACHUSETTS Eifered in computer: /S Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS 3 ppYication for �Dfigpaar *pgtem Cow5truction Permit Application for a Permit to Construct(")Re air( )Upgrade(rade( )Abandon(( ) Com lete System ❑Individual Components PP P Pg }� P Y P Location Address or Lot No. AqqOMT Owner's Name,Address and Tel.No. Assessor's Map/Parcel r��✓ 05T M\j t��� �' ��1 �TI C-' f9 ®j o ' 1"t ol- 0 Installer's NW ss, Te o. of Des ner's Name,A dress and Tel.1 No. OK� Type of Building: Dwelling No.of Bedrooms Lot Size 0000 sq. ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) "~ •.~ Other FixtuurAAes,�, Design Flow `�`i-FJ gallons per day. Calculated daily flow gallons. "Plan.Date �Ll icM Number of sheets I Revision Date Title Q 16Pa —��. l°l 'RV u5 ,6 htR Size of Septic Tank :;60 ype of S.A.S. Description of Soil AGE Q�6 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 provisio itle 5 of the Environmenta of to place the system in eration until a Certifi- cate of Compliance has been iss this BoarHealth Signed ' ate �y Application Approved by441 Date Application Disapproved for the following reasons Permit No. Date Issued 'l 70 99 �,.,,�._laLo...-,e / —J V� �k=�}�' � - .Fee_.---�i""� `•\ THE`COMMONWEAL OF MASSACHUSETTS ""' erect in computer: _] _ _. ---- - PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS .Yes 1 p Zjpprtcation for ;Digpogar *p!5tem Construction Vermit - Application for a Permit to Construct(--)Repair( )Upgrade( )Abandon( ) X Complete System O Individual Components Location Address or Lot No. /���—,, .l 1 ,� Owner's Name,Address and Tel.No. Assessor's Ma /Parcel 0-_,T ZZZj kkk�C �a' �`'1 �". � T �C- p �G6-o3 0 � 2 ,ems ao �nm Installer's Ni\atddress/,na//n�1 T/Vo. "' 0 \�+^(��© Designer's N,ame,Address and Tel.Np. Type of Building: Dwelling No.of Bedrooms Lot Size 11000 sq. ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures,,.,, Design F`low_40 gallons per day. Calculated daily flow �� gallons. Plan Date ULk 2 Number of sheets Revision Date Title ebink l6o -U \.tot � R,C' Uwe- (h te - Size of Septic Tank C;bo uIype of S.A.S. 2 Description of Soil SCE 9tgoj + 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 provisio itle 5 of the Environmental e-and.not to place the system in operation until a Certifi- cate of Compliance has been iss b thi Board� ealt Signed 'ate Application Approved byTe-i �� Date Application Disapproved for the following reasons, s Z Permit No. VE 7 be Date Issued 7- 1 ——— THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CE hat e O -s' Sewa Disposal s InConstructed(UAepaired ( )Upgraded( ) Abandoned( )by 'l� �► at Z 91 � U 7i 764. i has_been constructed in acc r_ nce with the provisions of Title 5 and the for Disposal System Construction Permit No. �' dated /7"�/ Installer Designer The issuance of this pe all n e construed as a guarantee that the sy t m will functionJasesi 101- Date t Inspector 1�! ® 11vVA, No. 9-- C ��j ----------------------=--Fee ®�,".w"..�►. J THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migpogal * gtem Congtruction Vermit � Permission is hereby granted to Construct( Repair( )U grade( )Abandon( ) System located at / �����'cf" L, LS��-�-Ak 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:Construction mu90 omp eted within three years of the date of t e / Date: FX Approved by 3 _ 2xb ARTITION © © ------------ - ---- Iq'-p•r, 2'- II � 3P9AN0 SC 5 c 6ATH GE 0 E) TW FJ:L�GELNG DGHT 7 -2' 6"-10' o' ATT� SGJTTLE LN WOOD RAIL 4-2x05 VE A5 PER 5PEG5 Q IIII I - -- - C► I VW ,M 1 l-M ,, - -L H ---- ------- z:A��E� ------ --= ,�-y - LAT o � OPEN WOOD RAL I �4 -O• s J- 7'-0' d- �13'�6`; 30'x3b' AGGE`,5 I OPE� TO 6ELIOW Jr I o� - ---=- -------------------------- I 1 ADOVE Oi I �AgGvE �n ABoJ� _ ------ - - F -- ----- -- - --- - -- — F- --- =� -- �EGOND ff(,OOI;� f l-A 8'-0" hOUGH GELING HEIGHT 5"-6' - 2-2x8"�) OVEFZ ALL . F-XT, fZ.O. GL-Oc:�)ET '�)HEI,VE`�) POLES E 14'xl4' [)ECK .. � EZEGOMt�1DEp . DECK GON5TRIJGTION FOR TYP. FLOOR METAL. ML<-JEAD - BY G.G. DELOW I E 5'_ BOX ROUGH -4 OUT r 0 I 2-2x12� ADOVE 42' HIGH D 9 I DRYER WALL i q GOUNTf;�Y KIT J I •, *-P.T. WOOD STn-, L.VL. DY OT}iBZS AS PM 69aDe 5LbcE5T 5 1/4' x 0' L.V.L. DY OTl-fERS GASEp 9 FLl)C*-I W/ HAWID�5 FLUSH W/ HANGERS ' 2_2 PANTRY OPF_T;G ' SUGGEST T x 91 4' I G1-0. - -- - - - - - --- - - - - - - — 13'_6. _I• E — ----- - _ t 2 GAK GAKAGf ca A I�M -4• coNGRETE `A-AE> SLOPE TO OVERT-EAD r� _ DOORS ON 95 x GOWAGTED GRAVEL _ -5/8' F.1G. 6YP5W TO GOVER AD,IAGENT WALL-15 I Iv� I TO OF ROOF DECK I DINING � I II � II ,4 , ENTRY `49 t I •I GLO. 9'-O' x T-O' O.t-i DOORS I El I I W/ 2-2xE2'9 ABOVE A A TOWN OF BARNSTABLE qq �-� /J Q l.�.O -� a✓ • SEWAGE # LOCATION '7 Zja -7 / ASSESSOR'S MAP & LOT ! INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY r h 're (size) IT y / LEACHING FACILITY: (type) ---- NO.OF'BEDROOMS Q BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: i Separation Distance Between the: Feet Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Private Water Supply Well and Leaching Facility (If any wells exist•. ��-� �Feet on site or within 200 feet of leaching facility) Facility If any wetlands exist A,/ e-r Feet Edge of Wetland and Leaching within 300 feet facility)) :. Furnished by - .T L—, L wr Z / g � o 1s; Q• � v � I -- Date: July 15, 1999 Commonwealth of Massachusetts Barnstable , Massachusetts Site Suitability Assessment for On-site Sewage Disposal Performed by: David D. Coughanowr, R S. Witnessed by: Donna Miorandi Loeation Address or Lot number Owner's Name,Address,and Tel# 19 Newport Lane RM Properties' E Osterville 192 Sandy Valley Road Marstons Mills, MA 02648 New Construction: X Repair: OFFICE REVIEW: r. Published Soil Survey Available: No: _Yes: _X__ Year Published: 1993 Publication Scale:1=25,000 Soil Map Unit: CdB Drainage Class: A- Soil Limitations: Severe(poor filter) Surficial Geologic Report Available: No: Yes: X Year Published: 1970 Publication'Scale: 1.24,000 ' Landform: Outwash Plain - Flood Insurance Rate Map: Above 500 year flood boundary: No: _ Yes: X Within 500 year flood boundary: No: _ Yes: Within 100 year flood boundary: No: Yes: _ Wetland Area: No National Wetland Inventory Map (map,unit): Wetland Conservancy Program Map (map,unit): Current Water Resource Conditions(USGS): Month: Range: Above Normal:` Normal: X Below Normal: Other References Reviewed: On Site Review Deep Hole Number: 1 Date: 7/15/99 Time: 10 AM Weather, Sun, 65F . Location(identify on site plan): _closer to street Land Use: Residential/wooded Slope(%): 01/o Surface Stones: none Vegetation: Pine,k Poison Iw a Landform: proglacial outwash plain Position on landscape(sketch on the back): Distances from: Open Water Body: '100+ feet - . Drainageway: 100+ feet Possible Wet Area: 100+ feet Property line: I Q+ feet Drinking Water Well: 100+ feet Other:' M DEEP OBSERVATION HOLE LOG Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (inches) (USDA) (Mansell) (Structure,Stones,Boulders Consistency,%Graven 0-4 O Wood Loam 7.5 YR 2.5/2 - None Friable 4-9 A Loamy Sand 10 YR 4/4 None Friable , 9-36 B Loamy Sand 10 YR 516 None Friable ; 36-120 C Medium-Coarse Sand 10 YR 6/4 None Loose , Parent Material(geologic):Proglacial Outwash Depth to Bedrock: None encountered Depth To Groundwater: Standing Water in Hole:None Weeping From Pit Face:"none Estimated seasonal High Ground Water:greater than 120 inches from surface . Percolation Rate:Less than 2 minutes per inch in C soils-Pert at 53 in i On Site Review - Deep Hole Number: 2 Date: 7/15/99 Time: 10 AM Weather: Sun, 65F. 7. Location(identify on site plan): further from street Land Use: Residential/wooded Slope(%): 0% Surface Stones: none Vegetation: Pine.Oak-Poison Iyy Landform: nroglacial outwash plain Position on landscape(sketch on the back): - Distances from: a Open Water Body: 100+ feet Drainageway: 100+ feet Possible Wet Area: 100+ feet Property line: 10+ feet Drinking Water Well: • 100+ feet Other: i DEEP OBSERVATION HOLE LOG Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (inches) (USDA) (Mansell) (Structure,Stones,Boulders Consistency.%Gravell 0-3 O Wood Loam 10YR 2/2 None Friable _ 3-4 E Loamy Sand 10 YR 511 None Friable 4-8 A Loamy Sand 10 YR 4/4 None Friable 8-32 B Loamy Sand 10 YR 5/8 None Friable ' 32-120" C j Medium-Coarse Sande 10 YR 6/4 None Loose" Parent Material(geologic):Proglacial Outwash Depth to Bedrock: None encountered Depth To Groundwater: Standing Water in Hole:None Weeping From Pit Face:none Estimated seasonal High Ground Water:greater than 120 inches from surface Percolation Rate:Less than 2 mmutes per inch in C soils-Pere at 55 in r Location Address or Lot No: 19 Newport Lane,Osterville Determination for Seasonal High Water'Table Method Used" Depth observed standing in observation hole inches Depth weeping from side of observation hole inches X Depth to soil mottles 120+ inches (None observed to this depth) Ground water adjustment feet Index well number Reading Date: Index well level: Adjustment factor Adjusted groundwater level Depth of Naturally Occurring Pervious Material Does at least for feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system yes _ Nnot,what is the depth ofnaturally occruringpervious material? L , Certification I certify that on NoverfiA00-5 slfave passed the soil evaluator examination approved by the Department of p Environmental 6n4 ath`�tHat th"eabove analysis was performed by me consistent with the required training, expertise and a ice desa^ibeci5mv31 CUR 15.017 ' o DAVID \`s o COUGHANOWR^=' # Signature 'A' Date - - '. • -, lr• � �` - : ., ♦ J, ' . 1 . fey,. ♦ �. _. FORM 12-PERCOLATION TEST Location Address or Lot Number 19 Newport Lane.Osterville COMMONWEALTH OF MASSACHUSETTS Barnstable,Massachusetts Percolation Test Date:7/15/99 Time:10:00 AM - Observation Hole# 1 2 Depth of Perc 53 in 55 in " Start Presoak 9:49 10:03 Fnd Presoak 9:56 10:13 Time at 12" n/a n/a Time at 9" n/a n/a Time at 6" n/a n/a'- Time(9"-6") n/a n/a Rate Mindnch Less than 2 min/in in C soils Less than 2 min/in in C soils +*Minimum of 1 percolation test must be performed in both primary AND reserve area , Site Passed X Site Failed'_ Performedby: David D.Coughanowr.R.S. " Witnessed by: Donna Miorandi,Health Agent Comments: JEST PIL#1 �LEV.=57�,5t SCUDDER BAY FROM BOTTOM OTHER STRUCTURE, : SUAFACE OF t:A SOIL TE1E LURE SOIL COLOR SOIL STONES,.9OULDER% ZON ,USDA) . (MUNSELL'). MOT LING . t ►+Es) ELEV.: CONSISTENCY, x GRAVEL 0"-4" 512 ,O . WOOD LOAM 7.5 YR 15/2 ':,NONE. FRIABLE 40-9 50.8 A LOAMY:SAND. 10 YR 4/4.: NONE :_ FRIABLE 9�_ 48•g 9 LOAMY.SAND. 10 YR 5/6 NONE FRIABLE 'yF LEGEND 36`=720" 4i;5 C EDIUM-COARSE 10.:YR 6/4 NONE'. LOOSE BUILDING SETBACKSSAND BUILDING SETBACK LINES PERCOLATION TEST BY: DAVID D. COUGHANOWR, R.S.. ECO-TECH ENVIRONMENTAL FRONT YARD 20' PERC TEST LOCATION FOR: ATLANTIC,DESIGN ENGINEERS,:INC. SIDE & REAR YARD 10' wwssm r DONS AORANDI LO US EXISTING CONTOUR vl 19 DATE: JULY .o, �89 SEPTIC SETBACKS (MIN.) EXISTING SPOT ELEVATION PERCOLATION RATE; Ct MIN/INCH IN C2 SOILS, NO GROUNDWATER ENCOUNTERED r. 62. r c PERC TEST DEPTH:'.';53' 76 PROPOSED CONTOUR CENTERVILLE RIVER LEACHING TRENCHES '---"'" ; 10' PROPERTY LINES ETC PROPOSED ELECTRIC, TELEPHONE NEST PIT 2 -- ELEV.=50.4f 20 BUILDINGS Km Rm BOTTOM OTHER• STRUCTURE ' & CABLE TV SERVICES WWACE OF LA ,'SOIL_ SOIL.TEXTURE SOIL COLOR SOIL STONE BOULDERS.' Pia ' W PROPOSED WATER SERVICE (14"m ELEV. k;iIZON (USDA) (MUNSEU,) MOTTLING CONSISTENCY,BOUT GRAVEL 10 WATER SERVICE � 0'-3' 50.2 s O WOW LOAM 10 :YR 2/2 NONE FRIABLE SEPTIC TANKS BENCH MARK -- SPIKE IN DOUBLE FRIABLE � 3'-4• 50.1 E LOAMY SAND 10 YR.5%1 10' PROPERTY LINES PINE. ELEVATION=50.05' LOAMY SAND ' NONE FRIABLE LOCUS MAP , 4 =g" , 49.7 ; A , 10 YR .4/4 NONE 10 BUILDINGS (NOT TO SCALE) e-32' 47,7 B LOAMY SAN 10 WATER SERVICE D. 10 YR 5/8 NONE FRIABLE _ 32'-120' 40.4 C SAND 10 YR 6/4. NONE LOOSE CB FND PEP" ATION ' BY: DAVID D. COUGHANOWIa, R.S., ECO-TECH ENVIRONMENTAL FOR: -MTLM11C L CSIGN ENGINEERS. INC. WITNESSED PY: DONNA MIORANDI DESIGN FORMULA: ASSESSOR'S MAP 166 DATE: JULt 15. 1999 NO GARBAGE GRINDER ALLOWED WITH THIS DESIGN { LOT 70 Q ASSESSOR'S MAP 166 PERCOLATION RATE; <2 MIN/INCH IN C2 SOILS, NO GROUNDWATER ENCOUNTERED SYSTEM REQUIRED PROVIDED PAUL & CAROL ANN LOT 31 PERC TEST DEPTH: 53' DAILY FLOW' N/F NOTES. 4 BEDROOMS O 110 GPD/BR 440 GPD t ASSESSORS MAP 166 LOONEY HELENA LONG 1. ALL DIMENSIONS ARE PERPENDICULAR TO THE PROPERTY LINES. LOT 73 2. ALL.SYSTEM .COMPONENTS SHALL BE `INSTALLED IN COMPLIANCE WITH THE STATE SANITARY SEPTIC TANK N/F -' o CODE TITLE V ANW THE TOWN OF BARNSTABLE BOARD OF HEALTH REQUIREMENTS. 440 GPD x 20OX 880 GPD 1500 GAL i GRETCHEN R. IRVING 77 3. ANY CHANGE TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH 1500 GALLON ` AND DESIGN ENGINEER. LEACHING AREA SEPTIC TANK PROPOSED DRIVEWAY 4. BEFORE BACKFILLIN�, THE SYSTEM, -THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER 2 - 49' TRENCHES AND BOARD OF HEALTH TO INSPECT. 2' EFFECTIVE DEPTH 5. HEAVY EQUIPMENT SHALL NOT TRAVEL OVER DISPOSAL SYSTEM PUKING OR AFTER CONSTRUCTION. �DEWATMLL 2 x (49 x + 2 x 2) x 2' 408 SF 19.7' $. TIGHT JOINT T.J. 'PING..SHALL...CONSIST:.. _.-PCiXMNa L,;CH -:OQtD£. PVC PIPE. H ,,¢QTT0M:_2_x_(49..x 2 _ t9s SF 0 TO„__. �J { ) OF L (PVC) �., SC EDUc£ �0. _ 9 ALL PIPES TO BE LlD_ON-FIRM BASE--AND TO BE WATERTIGHT.- ALL-C NNECTIONS AND JOINTS IN. SHALL BE MECHANICALLY SOUND AND TIGHT. LEACHING CAPACITY: SIOEwALL 408 SF x 0.74 GAL/SF 301.9.GPD CB FND 7. PROPERTY LINES Attu FROM PLAN ENTITLED SUBDIVISION PLAN OF LAND IN BARNSTABLE BOTTOM: 196 SF x 0.74 GAL/SF 145.0 GPD ' '� BENCH MARK BY MERCER ENGINE#RING CORP., SURVEYORS MAY 3. 1965. TOTAL- 440 GPD 446.9 GPD 8. THE DESIGN ENGINEL',R SHALL CERTIFY INSTALLATION. ' D•LBOX p• ,'` � t o p .. / ASSESSOR'S MAP 166 9. ENTIRE PARCEL SHOW O,N 'PLAN IS ZONED RC RESIDENTIAL PER TOWN OF BARNSTABLE ZONING MAP, LAST REVISED 2' 1�\\` 0� cn LOT 30 APRiI 28, 1998. -a cs1 ` i \\ � N F 10. PROPERTY IS LOCATED IN FLOOD ZONE C TOWN OF BARNSTABLE FLOOD INSURANCE MAP NO. 16D ' ASSESSORS MAP 166 rn \`\ 46.8 / LOT 74 •"' �� ! 4 0 \ DANIEL J & MARION DATED JULY 2, i92. I N/F EDROOM \ HARRINGTON 11. DISTRIBUTION BOX SHALL BE WATER TESTED FOR LEVELNESS. { GEORGE E. & MELVA ; HOUSE ` \\\\ 11.9 6.0, 12. DISTRIBUTION BOX SHALL HAVE AN INLET TEE EXTENDING TO ONE INCH ABOVE THE OUTLET INVERT ELEVATION. HIGGINS FF.:=52.0' \ \\\ r 13. AT THE TIME OF INSTALLATION, CONTRACTOR SHALL OVEREXCAVATE BOTTOM OF LEACHING AREA BY 5 FEET 24.1' 4 \\\ 2 TO VERIFY THAT N) GROUNDWATER WILL BE ENCOUNTERED. 2 g052 �, IRO ROD 14. EXISTING TOPOGRAPHY SURVEYED BY ATLANTIC DESIGN ENGINEERS, LLC. JULY 24, 1999. _ \10.9 D ETC 15. EXISTING LO'_ SERRIED Ali TOWN WATER SERVICE. v'�� 25.4' Op"W 16. BENCHMARK' -.-EVA11ON iTABLISHED FROM TOWN OF BARNSTABLE GIS SITE MAP 166. 3 ' N. s 99' j TI E MANHOLE COVERS G MGM OF ONE COVER TO WITHIN r OF FINISHED GRADE. 4• PWO0A ED PVC, SCH 40 4• LOAM AND SEED SEE OETAPL 'A' BRING OTHER COVERS TO WATHIN 12" OF RMS14 GRADE. O 0.5%SLOPE VATH 3le MN. BELOW AND 5/e MAX PERFORATIONS 2 ` ' y . FF EL 52 0 r :.r. 3 4 -.1=1 DOUBIE 2• LAYER �9'NMINIMUMLL , 2 49 LEACHING TRENCHES F:G.-50.c; (RESERVE AREA DASHED) F.G•st.o _� Y�A94E7? sTa DODOLIBLE WASHW •.•.• ••.•.•. b -y F.Q-51.0 2. OF 1 ,r-1/2 DOUBLE PEA GRA � ^••••�••►•�• PEA GRAVEL. F.&-51.0 ASSESSORS MAP 166 TOP OF PEAsroNE o LOT 71 ADE T RAIiNAWAY �YP) 1500 GALLON -- ss>,NP 2>r, ELFVATxIN• 4NAo " 4• PVC crw ;' �' T041-1/2' GR o D FROM HOUSE / ` N/F \ = M J MIY � SEPTIC IMIK 4j.�T ::::.:....-. ::.�/'INV END J p ` �A Q DOt18LE WARREN PIERCE 4sWASHED I • .6 ouT 47 .f♦: +:�.'... -�• 4�.2a za' MIN. �, a A .0 M - � INV. N J ♦ 47.60 47.50 e. •< - .. e ♦ s • b' 0 00 9- • 47.77 .f♦� • ♦ , .�♦� Q a O 101t '*♦♦` e f ♦ 10'3 BOTTOMOF TRENCH e• • < e• •< ELEV 4&26 OF 41V TRENCH SCHEOIH.EBOTTOM 4* �ATED PVC 2.0' LEVEL STABLE 8' STONE BFiSE 5t BOTTOM OF TRENCH LEVEL FOR ENTTRE LENGIN ELEV 45.26 5.0' MNiMUUk . ASSESSOR'S MAP 166 r M�+ BOTTOM OF TAEWH LEVEL WMIAMIAW LOT 29 i' MIN DISTRIBUTION BOX SHALL HAVE A MNIAIUM SUMP OF SIX WHES FOR ENTIRE L94TH FROM ' u{ AS MEASURED BELOW THE OUTLET INVERT ELEVATION. MAINTAIN &0 FEET GROUNDWATER ASSESSOR'S MAP 166 N/F KTVM TREND LOT 75 DANIEL J & MARION CB FND IYPIC_AL_ SEPTIC SYSTEM PROFILE - HARRINGTON 1' STATING CO AMX WITH ASTM C 1227 N/F /0• 4• (NOT TO SCALE) 2. ALL SEPTIC SYSTEM COMPONENTS SHALL BE TYPICAL AC_HE�G N F,,�CH WILLIAM & JOAN TILLMAN a SEPTIC AADESIGNED O WITHSTAND BE PROVIDEDAT (NOT TO SCALEI CONTRACTOR TO MULL OOAROSION LEAST THREE 20' DIAMETER MANHOLES.WITH 7 REMSTANT GAS.BAFFLES BY TTIF-111E. OR EOIAVALENT BEAKY•REMOVABLE IMPERMEABLE COVERS OF J. '� APPR0IIED By Trx EN M*M ON.OUTLET TEE DMAKE MATEI FILE: 1895SEP Designed by : SCALE s PREPARED FOR PROPOSED SEPTIC DESIGN PLAN Sheet of Drown by : = , Y -- RM PROPERTIESFOR..�...ra n- tic DESIGN ENGINEERS, LLC. Checked by : 0 5 10 15 30 E �p� - 192 SANDY VALLEY ROAD 19 NEWPORT LANE '�� �f JOB NUMBER P.O. Box 1051. Sandwich, MA 025SI Approved b MARSTONS MILLS, MASSACHUSETTS 02648 OSTERMLLE, MASSACHUSETTS (508) 888 - 9282 y LICENSE .N . ?ate NO. DATE REVISION JULY 24 1999 1895#0 t j k L -TEST PIT #1 - ELEV.=51.5f SCUDDER BAY OTHER (STRUCTURE FROM BOTTOM SOIL SOIL TEXTURE SOIL COLOR SOIL STONES, BOULDERS,,SURFACE OF LAYERHORIZON (USDA) (MUNSELL) MOTTLING (INCHES) ELEV. CONSISTENCY, X GRAVEL 0'-4" 51.2 0 WOOD LOAM 7.5 YR 2.5/2 NONE FRIABLE 4'-9' 50.8 A7.LOAMY SAND 10 YR 4/4 NONE FRIABLE 9"-36' 48.5 B LOAMY SAND 10 YR 5/6 NONE FRIABLE LEGEND 36'-120' 41.5 CMEDIUM-COARSE "10'YR 6/4 NONE LOOSESAND O,Qj BUILDING SETBACKS BUILDING SETBACK LINES Q Li TI, PERCOLATION TEST BY: DAVID D. COUGHANOWR, R.S., ECO-TECH ENVIRONMENTAL FRONT YARD 20' ® PERC TEST LOCATION FOR: ATLANTIC DESIGN ENGINEERS, INC. SIDE & REAR YARD 10' WITNESSED BY: . DONNA MIORANDI LOCUS 7 EXISTING CONTOUR N DATE: JULY`15. 1999 SEPTIC SETBACKS (MIN.) F 1, EXISTING SPOT ELEVATION PERCOLATION RATE: <2 MIN/INCH IN C2 SOILS, NO GROUNDWATER ENCOUNTERED : r � 76 PROPOSED CONTOUR PERC TEST DEPTH: 53" CENTERVILLE RIVER LEACHING "TRENCHES TEST PIT #2 ELEV.=50.4t 10' PROPERTY LINES ETC PROPOSED ELECTRIC, TELEPHONE S TH}ROM 801TOM OTHER STRUCTURE, & CABLE TV SERVICES SURFACE OF LAYERSOIL SOIL TEXTURE SOIL COLOR SOIL STONES, BOULDERS, l�P�C� 20' BUILDINGS ONCHEs) ELEV. HORIZON (USDA) (MUNSELL) MOTTLING CONSISTENCY, % GRAVEL 10' WATER SERVICE W PROPOSE© WATER SERVICE 0'-3' 50.2 0 WOOD LOAM 10 YR 2/2 NONE FRIABLE SEPTIC TANKS BENCH MARK - SPIKE IN DOUBLE 3"-4" 50.1 E LOAMY SAND : 10 YR 5/1' NONE FRIABLE 10' PROPERTY LINES PINE, ELEVATION=50.05 4'-8" 49.7 A LOAMY.SAND 10 YR 4/4 NONE FRIABLE LOCUS MAP % 10 BUILDINGS, 8'-32' 47.7 B LOAMY SAND 10 YR 5/8 ' NONE FRIABLE (NOT TO SCALE) 10'. WATER SERVICE 32"-120" 40.4 C. -:MEDIUM-COARSESAND 10 YR 6/4 NONE LOOSE CB FND PERCOLATION TEST BY: DAVID D. COUGHANOWR, R.S., ECO-TECH ENVIRONMENTAL FOR: ATLANTIC DESIGN ENGINEERS, INC. WITNESSED BY: DONNA MIORANDI DESIGN FORMULA: DATE: JUIY 15, 1999 NO GARBAGE GRINDER ALLOWED WITH THIS DESIGN ASSESSOR'S MAP 166 SYSTEM REQUIRED PROVIDED LOT 70 ASSESSOR'S MAP 166 PERCOLATION RATE: .<2 MINI/INCH IN C2 SOILS, NO GROUNDWATER ENCOUNTERED N/F LOT 31 PERC TEST DEPTH: 93" DAILY FLOW: PAUL & CAROL ANN , N/F NOTES. 4 BEDROOMS ® 110 GPD/BR 440 GPD ASSESSOR'S MAP 166 LOONEY HELENA LONG 1. ALL DIMENSIONS ARE PERPENDICULAR TO THE PROPERTY LINES. LOT 73 2. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN COMPLIANCE WITH THE STATE SANITARY SEPTIC TANK 440 GPD x 200% 880 GPD 1500 GAL N/F „r-'" O CODE TITLE V AND THE TOWN OF BARNSTABLE BOARD OF HEALTH REQUIREMENTS. GRETCHEN R. IRVING : 3. ANY CHANGE TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH 1500 GALLON Z LEACHING AREA AND DESIGN ENGINEER. SEPTIC TANK � 2 - 4s' TRENCHES PROPOSED DRIVEWAY 4. BEFORE BACKFILLING THE SYSTEM, THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER 2' EFFECTIVE DEPTH AND BOARD OF HEALTH TO INSPECT. 2' WIDTH 5. HEAVY EQUIPMENT SHALL NOT TRAVEL OVER DISPOSAL SlSTEM DURING OR AFTER -CONSTRr C-itON. SiDE`s ALL:2 x 149 x 2 �i 2 x 2) x 2' TCQ �F__. 7 N BOTTOM: 2 x (49 x 2) 196 SF 19.7 N �005 �,.� - 6. TIGHT JOINT (T.J.) "PIPING SHALL CONSIST OF POLYVINYL CHLORIDE (PVC) PIPE, SCHEDULE 40. 9g �.. ALL PIPES TO BE LAID ON FIRM BASE AND TO BE WATERTIGHT. ALL CONNECTIONS AND JOINTS LEACHING CAPACITY:` N SHALL BE MECHANICALLY'SOUND AND TIGHT. SIDEWALL: 408 SF x 0.74 GAL SF 1 / 301.9 GPD .<. CB FND N F AN IBARNSTABLE : F 4 7,'PROPERTY LINES ARE FROM PLAN ENTITLED SUBDIVISION PLAN 0 LAND N BOTTOtu1. 196 S x 0.7 GAL/SF 145.0 GPD BY.MERCER ENGINEERING'CORP:, SURVEYORS MAY 3, 1965. TOTAL: BENCH MARK 440 GPD 446.9 GPD C f o Q L,BOX t 8, THE DESIGN ENGINEER SHALL' CERTIFY INSTALLATION. p 9. ENTIRE'PARCEL SHOWN ON PLAN IS ZONED RC RESIDENTIAL PER TOWN OF BARNSTABLE ZONING MAP, LAST REVISED a •_../ ASSESSORS MAP 1fib Z o c. 0 APRIL-28, 1998, • 2 \ \� LOT 3 1 �" 10. PROPERTY IS LOCATED IN FLOOD :ZONE C TOWN OF BARNSTABLE FLOOD INSURANCE MAP N0. T6D � \�\ 46.8 N/F ASSESSORS MAP 166 rn ` 0 \\ DATED JULY 2. 1992. LOT 74 \ DANIEL J & MARION cA. o 11, DISTRIBUTION BOX SHALL`BE 'WATER TESTED FOR LEVELNESS. _ DROOM HARRINGTON E 1 N/F !� \ 11.9 / , E \ T - X N IN T ON INCH,ABOVE :THE OUTLET INVERT ELEVATION. A HOUSE 12. 'DISTRIBUTION BOX SHALL INLET...TEE E TE D G 0 E A VE GEORGE E. & MELV 6.0 F 52. F \ HIGG NS _: T ., . 13. AT THE TIME;OF,IN5TALLATION CONTRACTOR SHALL OVEREXCAVATE BOTTOM -OF LEACHING AREA BY 5 FEE 24.1 TO .VERIFY THAT NO GROUNDWATER :WILL BE ENCOUNTERED. 2 s OD _ 5 IRO R - 0 0 14. EXISTING TOPOGRAPHY SURVEYED BY ATLANT}C DESIGN ENGINEERS, LLC. JULY 24, 1999. - : . I ,,---' 10.9 15. EXISTING LOTS SERVED WITH :TOWN WATER:SERVICE. E T 25.4 , C 16 BENCHMARK ELEVATION ESTABLISHED ,FROM TOWN OF BARNSTABLE',GIS SITE MAP 166. qA N. 99' THREE MANHOLE COVERS 4' PERFORATED PVC, 5CH 40 4 LOAM AND SEED _ . . RING MINIMUM OF ONE COVER TO WITHIN E" OF FINISHED, GRADE SEE DETAIL A ,. O 0.5X SLOPE WI(H 3/6" MIN. BRING OTHER COVERS TO WITHIN 12 OF FINISH GRADE. / '� ' '� BELOW AND 5/B",MAX PERFORATIONS CLEAN BacacFILt ,� � �. Ff EL 520 " , 3 4 1-1 DOUBLE 2" YER OF " ; (2 49 LEACI�ING TRENCHES F.G-5a.o 4� 9 MINIMUM 1 ) \ WASHED CRUSHED STONE 1 TO 1/a FINISHED GRADE FG.� 1 talka ♦ e a RESERVI AREA DASHED 5 o MrN, 2z SLOPE DOUBLE WASHED . • . .•, ( OPE F.G.=51.0 2 OF 1 -1 DOUBLEGRAVEL •,°.••••a,°,i• fe' f2 PEA _ ASHED PEA GtAVEL F.G. 51.0 • > TOP OF PEASTONE o ASSESSORS MAP 166 • a e 6 SUMP ELEYATION� 48A A a 3f4 • N A : . TO 1 LOT 71 GRADE TO DRAT AWAY x-, 4 PVC CAP f2 1500 GALLON 2 A y T Lo FROM HOUSE (TYP) ;` ou INV. IN SEPTIC TANK INV.OUT //!Nv ENDP- 1 DOUBLEN /F 48 42 1 47.97 . p • o WASHED 48 22 INV. OUT IN IN: ., • + 47,2d 2.0 a a . ♦a a e� . , O p a STONE MINI- INV. IN 4T,80 47.50 O • a ♦ ♦ i • O WARREN PIERCE , • n Q o o :,. a♦ . ♦ 47.77 ♦ i e • . , • ♦ n o ♦ BOTTOM OF, 10 t--�°.; BOTTOM OF 4 PERFORATED PVC 2.0 : EtEY. 10.* 45.26 TRENCH SCHEDULE 40 LEVEL STABLE B STONE BASE' ELEV .. -5't BOTTOM �.TRENCH LEVEL FOR ENTIRE LENGTH 45.2t3 5.0' MINIMUM SEPARATION „. BOTTOM OF TRENCH LEVEL STANCE ' ASSESSOR'S MAP 166 DI 3' MIN. FOR ENTIRE LENGTH 20 MIN. . DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF SIX INCHES FROM LOT 29 L u AS MEASURED BELOW THE OUTLET INVERT ELEVATION. 'MAINTAIN E.0 FEET GROUNDWATER , r 6 MIN. BETWEEN TRENCHES` ASSESSORS MAP 166 N/F C`s MIN. NOTES - DANIEL J & MARION CB FNDI 1. SEPTIC TANK SHALL BE EMBOSSED W►TH SEAL [.oT 75 I TYPICAL SEPTIC SYSTEM PROFILE , .- HARRINGTON -�, 24- NOT TO SCALE _ STATING CONFORMANCE WITH asTM C 1227-93. TYPICAL LEACHING TRENCH N/F 10 MIN. MIN ( ) 2. ALL SEPTIC SYSTEM COMPONENTS SHALL BE t WILLIAM & JOAN TILLMAN ar, DESIGNED TO WITHSTAND H-10 LOADINGS. -CROSS-SECTION � ., 3. SEPTIC TANKS SNALL BE PROVIDED WITH AT (NOT TO SCALE) sE/ �, +CONTRACTOR TO INSTALL CORROSION LEAST THREE 20' DIAMETER MANHOLES WITH RESISTANT GAS BAFFLES BY TUF-TITS, OR EQUIVALENT READILY REMOVABLE IMPERMEABLE COVERS Of g APPROVED BY THE ENGINEER, ON OUTLET TEE DURABLE MATERIAL s RI D J, FILE::1895SEp .� Sheet f .. PREPARED FOR PROPOSED ,SEPTIC .DESIGN PLAN Designed b A � , . _ FOR--,- Drawn _ - � : RM PROPERTIES . ; 19 NEWPtJRT LA E 0 5 10T5, 30. 192 SANDY VALLEY ROD JOB NUMBER SIGN NGINE RS LLC. -� ("� C DESIGN ' ENGINEERS, ,,■...,r/ - �A , , ° � � � MARSTON5 .MILLS,.,.MASSACHUSETTS 02648 OSTERVILLE MASSACHUSETTS ' Approved b LICENSE o.' Date 18950 0 P.O.:Box:1051 Sandwich MA 02563 508 888 9282Y No. DATE REVISION 24 ° 1999 , , TEST PIT . 1 - ELEV.=51.5f SCUDDER BAY DEPTH FROM BOTTOM OTHER (STRUCTURE, SURFACE OF LAYER SOIL SOIL TEXTURE SOIL COLOR SOIL STONES, BOULDERS. (INCHES) ELEV. HORIZON (USDA) (MUNSELL) MOTTLING CONSISTENCY, % GRAVEL 0"-4" 51.2 0 WOOD LOAM 7.5 YR 2.5/2 NONE FRIABLE 50.8 A LOAMY SAND 10 YR 4/4 NONE FRIABLE 9"-36" 48.5 B LOAMY SAND 10 YR 5/6 NONE FRIABLE LEGEND 36"-120" 41.5 CMEDIUM-COARSE 10 YR 6/4 NONE LOOSE BUILDING SETBACKS SAND -__-- BUILDING SETBACK LINES �o w TP PERCOLATION TEST BY: DAVID D. COUGHANOWR, R.S., ECO-TECH ENVIRONMENTAL �y o FRONT 'YARD 20' PERC TEST LOCATION FOR: ATLANTIC DESIGN ENGINEERS.,INC. SIDE & REAR YARD 10' WITNESSED BY: DONNA MIORANDI LO US 7 EXISTING CONTOUR N DATE: JULY 15, 1999 SEPTIC SETBACKS (MIN.) t-2•: EXISTING SPOT ELEVATION PERCOLATION RATE: <2 MIN/INCH IN C2 SOILS, NO GROUNDWATER ENCOUNTERED 7 PERC TEST DEPTH: 53" 6 PROPOSED CONTOUR CENTERVILLE RIVER LEACHING TRENCHES UT PIT #2 ELEV.=50.4t 10' PROPERTY LINES ETC PROPOSED ELECTRIC, TELEPHONE S� DEPTH FROM BOTTOM OTHER STRUCTURE. 20' BUILDINGS & CABLE TV SERVICES SURFACE U LAYER SOIL SOIL TEXTURE SOIL COLOR SOIL STONES, BOULDERS, aQ�a q (INCHES) ELEV. HORIZON , (USDA) (MUNSELL) MOTTLING CONSISTENCY, % GRAVEL 10' WATER SERVICE a W PROPOSED WATER SERVICE 0"-3' 50.2 Q WOOD LOAM 10 YR 2/2 NONE FRIABLE . SEPTIC TANKS BENCH MARK - SPIKE IN DOUBLE 3"-4" 50.1 E LOAMY SAND 10 YR 5/1 NONE FRIABLE . 10' PROPERTY LINES PINE, ELEVATION=50,05' 4•-8" 49,7 A LOAMY SAND 10 YR 4/4 NONE FRIABLE LOCUS MAP 10' BUILDINGS (NOT TO SCALE) 8"-32" 47.7 B LOAMY SAND 10 YR 5/8 . NONE FRIABLE 10' WATER SERVICE 32"-120" 40.4 C IUSAND A 10 YR 6/4 NONE LOOSE CB FND PERCOLATkN TEST BY. DAVID D. COUGHANOWR, R.S., ECO-TECH ENVIRONMENTAL FOR: ATLANTIC DESIGN ENGINEERS, INC. WITNESSED BY: DONNA MIORANDI DESIGN FORMULA: NO GARBAGE GRINDER ALLOWED WITH THIS DESIGN ASSESSOR'S MAP 166 G DATE: JJLY 15, 1999 � SYSTEM REQUIRED PROVIDED LOT 7O ASSESSOR'S MAP 166 PERCOLATION RATE: <2 MINANCH IN C2 SOILS, NO GROUNDWATER ENCOUNTERED N/F 0 LOT 31 PERC TEST' DEPTH: 53" PAUL & CAROL ANN \ N/F NOTES: 4A BEDROOMS 0 110 GPD/BR 440 GPD ASSESSOR'S MAP 166 LOONEY HELENA LONG 1. ALL DIMENSIONS ARE PERPENDICULAR TO THE PROPERTY LINES. LOT 73 2. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN COMPLIANCE WITH THE STATE SANITARY SEPTIC TANK fn 440 GPD x 200% 880 GPD 1500 GAL N/F O CODE TITLE V AND THE TOWN OF BARNSTABLE BOARD OF HEALTH REQUIREMENTS. GRETCHEN R. IRVING 7 3. ANY CHANGE TO $HIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH 1500 GALLON Z SEPTIC TANK �. AND DESIGN ENGINEER. LEACHING AREA PROPOSED DRIVEWAY 4. BEFORE BACKFILLING THE SYSTEM, THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER 2 - 49' TRENCHES AND BOARD OF HEALTH TO INSPECT. 2' WIDTHEFFE DEPTH 5. HEAVY EQUIPMENT SHALL NOT TRAVEL OVER DISPOSAL SYSTEM DURING OR AFTER CONSTRUCTION. SIDEWALL: 2 x (49 x 2 + 2 x 2) x 2' 408 SF 19,7 N 99 p5 30� O+- 6. TIGHT JOINT (T.J,) WIPING SHALL CONSIST OF POLYVINYL CHLORIDE (PVC) PIPE, SCHEDULE 40. BOTTOM: 2 x (49 x 2) 196 SF .; _ ALL PIPES TO BE _AID ON FIRM BASE AND TO BE WATERTIGHT. ALL CONNECTIONS AND JOINTS LEACHING CAPACITY: IN. SHALL BE MECHANIt_"AL�7` SOUND AND TIGHT, SIDEWALL: 408 SF x 0J4 GAL/SF 301.9 GPO ' CB FND 7. PROPERTY LINES ARE FROM PLAN ENTITLED SUBDIVISION PLAN OF LAND IN BARNSTABLE BOTTOM: 196 SF x 0.74 GAL/SF 145.0 GPD BENCH MARK BY MERCER ENGIN'cERING CORP., SURVEYORS MAY 3, 1965. TOTAL: 440 GPD 446.9 GPD D'-BOX 8, THE DESIGN ENGIN_ER SHALL CERTIFY INSTALLATION. ,, o\\ o C\ ' Ol ASSESSOR'S MAP 166 , � \\ O � LOT 30 9• ENTIRE PARCEL SHOWN ON PLAN IS ZONED RC RESIDENTIAL PER TOWN OF BARNSTABLE ZONING MAP, LAST. REVISED Z APRIL 28, 1998. ' �� 2 \\�\\\\ o 46.8' N/F 10. PROPERTY IS LOCATED IN FLOOD ZONE C TOWN OF BARNSTABLE FLOOD INSURANCE MAP NO. 16D ASSESSORS MAP 166 i�� 0 \\\ DATED JULY 2, 1592. •.> > 4 DANIEL J & MARION LOT NSF 4 �? \� EDROOM \`t\\ 11.9 `� i HARRINGTON 11. DISTRIBUTION BOX SHALL` BE WATER TESTED FOR LEVELNESS. GEORGE E. & MELVA HOUSE 6 0, 12. DISTRIBUTION BOX SHALL HAVE AN INLET TEE EXTENDING TO ONE INCH ABOVE THE OUTLET INVERT ELEVATION. HIGGINS FF=52.0 \ \�\ 13. AT THE TIME OF INSTALLATION, CONTRACTOR SHALL OVEREXCAVATE BOTTOM OF LEACHING AREA BY 5 FEET 24.1' / 2 0 \\v TO VERIFY THAT NO GROUNDWATER WILL BE ENCOUNTERED. j" cj0 52 IRO ROD 14. EXISTING TOPOGRAPHY SURVEYED BY ATLANTIC DESIGN ENGINEERS, LLC. JULY 24, 1999. �• -- �10.9' D 15. EXISTING LOTS SERVED WITH TOWN WATER SERVICE. ,�1 25.4 i ETC ,, "W y 16. BENCHMARK ELEVATION ESTABLISHED FROM TOWN OF BARNSTABLE GIS SITE MAP 166. k0 i 114RU MANHOLE COVERS 4" PERFORATED PVC, SCH 40 SEE DETAIL 'A' BRING OTHER COVERS TO TO WI HIN FINI OF SH GRADE. FINISHED GRADE O 0.5%SLOPE WITH 3/8• MIN. 4' LOAM AND SEED BELOWAND 5/6' MAX. PERFORATIONS CLEAN BACKFILL Fr FF EL - g20 3 4 1-1/2' DOUBLE 2' SAYER OF, 9" MINIMUM 2) 49 LEACHING TRENCHES F.G.-S).o FINISHED GRADE v,�ASHE� CRUSHED STONE 1/8 TO 1/2 /(RESERVE- AREA DASHED) F.G.-51.0 MIN. 2fC SLOPE DOUBLE WASHED •.•.• ••.►.•.�•. F.G.-51.0 2' OF 1/8"-1/2" DOUBLE PEA GRA •,• ••••• •.• • TOP OF PEASTONE WASHED PEA GRAVEL F.G.-51.0 66 . - 9-ASSESSORS MAP 166 ` � 6" SUMP ELEVATION- 48.0 D. 3/4• LOT 71 GRADE TO DRAIN AWAY 4• Pvc CAP�NV ENDAN/F FROM HOUSE (TIP) IN4EL4T- INV. IN SEPTIc TANK \ fNV.ouTo DOUBLE 47.97 \.-INV. OUT INV. IN .♦ • :r`• 47.26 2.0' MIN. WASHED WARREN PIERCE INV. IN ; a7.6o 47.50 0;•, z f. e •, � >•• Z V' p O STONE -► 47.77 • • . o• • 10't-- ••` i • BOTTOM OF TRENCH e • • e • T BOTTOM OF 4' PERFORATED PVCJI 16 ELEV 45.28 TRENCH SCHEDULE 40 2.Q' LEVEL STABLE 6' STONE BASE 49' ELEV 45.28 5't BOTTOM OF TRENCH LEVEL FOR ENTIRE LENGTH 5.6 MINIMUM ASSESSOR'S MAP 166 SEPARATION BOTTOM OF TRENCH LEVEL DISTANCE 3' MIN. 20' MIN. DISTRIBUTION BOX MALL HAVE A MINIMUM SUMP OF SIX INCHES FOR ENTIRE LENGTH FRROM LOT 29 AS MEASURED BELOW THE OUTLET INVERT ELEVATION. - MAINTAIN 6.0 FEET GROUNDWATER ASSESSOR'S MAP 166 N/F 6 MIN. BETWEEN TRENCHES - LOT 75 DANIEL J & MARION CB FND l`-2. "�'" TYPICAL SEPTIC SYSTEM PROFILE NOTES HARRINGTON 1. SEPTIC TANK SHALL BE EMBOSSED MA7H SEAL N/F �-`. 2a• NOT TO SCALE STATING CONFORMANCE MATH ASTM C 1727-93. TYPICAL LEACHING TRENCH WILLIAM & JOAN TILLMAN 10' MIN. MIN ( ) 2. ALL SEPTIC SYSTEM COMPONENTS SHALL BE CROSS--SECTION DESIGNED TO MATHSTAND H-10 LOADINGS. 3. SEPTIC TANKS SHALL BE PROVIDED WITH AT (NOT TO SCALE) �<4 CONTRACTOR TO INSTAL. CORROSION LEAST THREE 20' DIAMETER MANHOLES WITH RESISTANT GAS BAFFLES BY TUF-TITE, OR EOUIVALENT READILY REMOVABLE IMPERMEABLE COVERS OF APPROVED BY THE ENGINEER, ON OUTLET TEE DURABLE MATERIAL FILE 1895SEP Designed by : SCALE E N PREPARED FOR PROPOSED SEPTIC DESIGN PLAN Sheet of Drown by SCALE 1 = RM PROPERTIES FOR ��''''yy /�'� 0 5 10 15 3o W 192 SANDY VALLEY ROAD 19 NEWPORT LANE JOB NUMBER a 1 f i C DESIGN ENGINEERS, LLC. Checked by MARSTONS MILLS, MASSACHUSE17S 02648 OSTERVILLE, MASSACHUSETTS P.O. Box 1051, Sandwich, MA 02563 (508) 888 - 9282 Approved by : LICENSE 0. Date NO. DATE REVISION JULY 24 1999 1 895. 0