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HomeMy WebLinkAbout0028 LAUREL AVENUE - Health 28 Laurel Ave Centerville A= 226-078 1 a d Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments Properly Address Freddie Mac Owner Owner's Name information is required for every Centerville MA 02632 05/29/11 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:out f:'"s A. General Information filling out forms I on the computer, use only the tab 1. Inspector: key to move your cursor-do not Michael Kellett use the return Name of Inspector key. Aardvark Environmental Inspections Company Name PO Box 896 Company Address law East Dennis MA 02641 Cityfrown State Zip Code 508-385-7608 S13742 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address.Ond that thy. information reported below is true, accurate and complete as of the time of the insp-e-tion. The inspection was performed based on my training and experience in the proper function and maintenance of,on sites sewage disposal systems. 1 am a DEP approved system inspector pursuant to Section 16.30 of Title 5(310 CMR 16.000).The system: a , K3 ® Passes ❑ Conditionally Passes ❑ Fails # 1 ❑ Needs Further Evaluation b the Local In y Approving Authority nlra4-6� 06/01/11 Inspector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system 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. • 1 t5ins•11/10 Title 5 Offidal Inspection form:Subsurface Sewage Disposal System•Page 1 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 45 Laurel Ave. Property Address Freddie Mac Owner Owner's Name information is required for every Centerville MA 02632 05/29/11 page, Cityrrown 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•11110 Title 5 Official In spection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 45 Laurel Ave. Property Address Freddie Mac Owner Owner's Name information is required for every Centerville MA 02632 05/29/11 page. Cityfrown State Zip Code Date of Inspection B. Certification (cunt.) 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 Mow): ❑ 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•11/10 Me 5 Official In spection Form:Subsurface Sewage Disposal System•Page 3 of 17 4 Commonwealth of Massachusetts MM Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 45 Laurel Ave. Property Address Freddie Mac Owner Owner's Name requinform r on is Centerville MA 02632 05/29/11 requiredd for every page. Cityrrown 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 weft"*. 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 1/day flow t5ens•11/10 TMG 5 Official Inspection Forth:subsurface Sewage Disposal system•Page 4 of 17 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 45 Laurel Ave. Property Address Freddie Mac Owner Owner's Name information is required for every Centerville MA 02632 05/29/11 page. City/Town 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 16,000 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 11 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•11110 TWO 5 Official Insp ection Form:Subsurface Sewage Disposal System•Page 6 0117 I N Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments r 45 Laurel Ave. Property Address Freddie Mac Owner Owner's Name information is required for every Centerville MA 02632 05/29/11 page. Cityrrown 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): 3 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 330 t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 45 Laurel Ave. Property Address Freddie Mac Owner Owner's Name information is required for every Centerville MA 02632 05/29/11 page. Cityrrown State Zip Code Date of Inspection D. System Information Description: Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system?[if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ❑ Yes ® No Seasonaluse? ® Yes ❑ No ,Water meter readings, if available(last 2 years usage(gpd)): Detail: Sump pump? ❑ Yes ® No Last date of occupancy: 10/10 Date CommerciaUlndustrial 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-11110 Title 5 Ofridal Inspectlon Form:Subsurface Sewage Dlsposel System-Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 45 Laurel Ave. Property Address Freddie Mac Owner Owner's Name information is required for every Centerville MA 02632 05/29/11 page. Cityfrown 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 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•11/1 o Title 5 Official Insp ection Form:Subsurface Sewage Disposal System•Page 8 0117 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments y 45 Laurel Ave. Property Address Freddie Mac Owner Owners Name information is required for every Centerville MA 02632 05/29/11 page. City/rown State Tip Code Date of Inspection D. System Information (cunt.) Approximate age of all components, date installed(if known)and source of information: 05/18/96 per BOH Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 3.0 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.): Septic Tank(locate on site plan): Depth below grade: 2.5 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: 1500 gal Sludge depth: 311 t5ins•11/10 T111e 5 official In spection 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 y 45 Laurel Ave. Property Address Freddie Mac Owner Owner's Name information is required for every Centerville MA 02632 05/29/11 page. City/Town 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 29" Scum thickness 2" Distance from top of scum to top of outlet tee or baffle 6" Distance from bottom of scum to bottom of outlet tee or baffle 15" How were dimensions determined? measured Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): The tank was sound and tight with tees in place and liquid at outlet invert. 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•11/10 Title 5 Official I nspection 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 45 Laurel Ave. Property Address Freddie Mac Owner Owner's Name information is required for every Centerville MA 02632 05/29/11 page. Cityfrown State Zap 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•11/10 Tile 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 y 45 Laurel Ave. Property Address Freddie Mac Owner Owner's Name information is required for every Centerville MA 02632 05/29/11 page. City/rows State Zap Code Date of Inspection D. System Information (cunt.) Distribution Box(if present must be opened)(locate on site plan): Depth of liquid level above outlet invert Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): no box present 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.): The pump, chamber and all appurtenances were in working order. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5tns•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 45 Laurel Ave. Property Address Freddie Mac Owner Owner's Name information is required for every Centerville MA 02632 05/29/11 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number. ® leaching chambers number. 7 ❑ leaching galleries number ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Typetname of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): This system has 7 infiltrators in a7'x59.4'stone field. There was no sign of ponding or failure in the stones. 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 tBlns•11/10 Title 6 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments `< 45 Laurel Ave. Property Address Freddie Mac Owner Owner's Name information is required for every Centerville MA 02632 05/29/11 page. Citylrown State Zip Code Date of Inspection D. System Information (cunt.) Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): 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.): t5lns•11/10 Title 5 Oftldal Ins pection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal system Form-Not for Voluntary Assessments 45 Laurel Ave. Pmpedy Address Freddie Mac Owner Owner's Name infomoasm is Centerville NIA 02632 05/29/11 required for every Cil Fawn State Zip Code Date of Inspecion D. System Information (cunt.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent anent reference l0ndmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building.Check one of the boxes taw: ® hand-sketch in the area below ❑ drawing attached separately 1� .3T TIN 6ommrhapecranFew&WAIM SWAMUnpo"SrAgM'pop 16at17 MM•„no Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 45 Laurel Ave. Property Address Freddie Mac Owner Owner's Name information is required for every Centerville MA 02632 05/29/11 page. C4r town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ❑ Surface water ® Check cellar ❑ Shallow wells Estimated depth to high ground water. 7.0 feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ® Observed site(abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health-explain: ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: I augered to 8.0 feet and found no water. I adjusted to 7.0 feet. Bottom of leaching is at 2.6 feet. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins-11/10 Title 5 Official Inspection Forth:Surface Sewage Disposal System-Page 16 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 45 Laurel Ave. Property Address Freddie Mac Owner Owner's Name information is required for every Centerville MA 02632 05/29/11, page. City1rown 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 t51ns•11/10 Title 6 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 HIGH GROUND-WATER LEVEL COMPUTATION Date: Site Location: Permit: Owner: Phone: Contractor: Phone: Notes: STEP 1 Measure depth to water table to nearest 1/10 ft. (depth is in feet below, land surface) i! Date: O G( • O 0 ! mm/dd/yy feet below Is STEP 2 Using Water-Level Range Zone and Index Well Map locate.site and determine: ! ! s A) Appropriate index well B) Wafer-level range zone j STE 3 Using monthly"Current Water Resources Conditions" determine current depth�to water level for index well. � 41 1 7, } mm/yy STEP 4 Using Table of Potential Water Level Rise for index well (STEP 2A), current depth to water level for index well (STEP 3), and water-level zone (STEP 2B) determine water-level adjustment. 0 STEP 5 Estimate depth to high water by subtracting the water-level adjustment (STEP 4) from `_ 0 measured depth to water level at site (STEP 1). NOTE* Tables 1-9 "Potential Water-Level Rise" are attached as worksheets to this file. monthly index well data: www.capecodcommission.org/wells.htmi 0J / TOWN OF BARNSTABLE L u LOCATION _"r✓� a0AV- / e SEWAGE # VILLAGE C 1^G1�9rv/'�� ASSESSOR'S MAP & LOT ZZ -O 7Y' INSTALLER'S NAME&PHONE NO. _AerIV 4:P I�! _ /jSJ; 7 7/ SEPTIC TANK CAPACITY l,6—®D 6�L �pmyw C��,�J/�4 LEACHING FACILITY: (type) C re f«_ 1Qa �'7 (size) A ,3` NO.OF BEDROOMS BUILDER O OWNER PERMITDATE: 7 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 y within 300 feet of leaching facility) 31 — Feet Furnished by r i t Zvi- 64 19 �� •366 k r gy 7S/6 ' :` ,• Qu, log s10 p iE at p qa^L 7 l /3Rrri/" oOv 3 � i Ol po m0 1" u / TO BARNSTABLE '`C- LOCATION G� lr�i SEWAGE # 9 � VILLAGE rO l = ArSSESSOR'S MAP & LOT ZZ D 7,q' INSTALLER'S NAME&PHONE NO. �47`O�ll�d Del, 7 SEPTIC TANK CA.PACTTY ��r.�j LEACHING FACILITY: (type) 67) (size) 9ya NO.OF BEDROOMS BUILDER O OWN"ER l PERMTTDATE: - 7—�8� COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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) /U Feet Edge of Wetland and Leaching Facility(If any wetlands exist �r within 300 feet of leaching facility) 3 `— Feet Furnished by S�Cie � r A3•Sy 6 ,, r Ol �prr�r� i 3 � P,,Olv 61, 078' t -.. . No. ' �� Fee_!;Z / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF,BARNSTABLE, MASSACHUSETTS 01ppYication for 30i5p/ogar *pgtem Construction permit Application for a Permit to Construct( )Repair Upgrade( )Abandon( ) L�7 Complete System ❑Individual Components Location Address or Lot No.1,&—Zawe �p�, Owner's Name,Address and Tel.No. Assessor's Map/Parcel G!"z it llll�. ©���©� �✓�G�Iui�1Q�, ,AAA 14 ZS Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Bor1-`-44PIl/ Gfl/zxG -7 7 2 7s= ®D Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder Other Type of Building GB No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 gallons per day. Calculated daily flow gallons. Plan Date lf'#15PI47 Number of sheets Revision Date / Title S 4 /- S/T 4 DN/ Size of Septic Tank ®O Type of S.A.S. 7 —11 ZO G�i/ Description of Soil G Ova' say /p",r yr / �®yr 61 �,7 ll fO l z:9 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 thi B d o ealth. _ Signed Date Application Approved by Date .1- -7- 9'8' Application Disapproved for Me following reasons Permit No. Date Issued tij — O 7g 44744 Cj�y I� G r f No. Fee __.. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 4 Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIpplicatton for Migpogal *potem Congtruction Permit Application for a PerrJ o Construct( )Repair( v Upgrade( )Abandon( ) L complete System ❑Individual Components Location Address or LotSo.y�G4'Gl�Pco �/ Owner's Name,Address and Tel.No. l Assessor's Map/Parcel * GNla1�l//;lle TO �'T Installer's Name,Address,and Tel.No. Designer's Name,A dress and Tel.No. Type of Building: Dwelling rNo.of Bedrooms Lot Size sq.ft. Garbage Grinder Other Type of Building 6Jl �i�Cc�' No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date 141,30 Number of heets Revision Date /LIZ ff_Title S% P/A'/I A0 r ,QE't 7- Q 7. ©J�i PI% Size of Septic Tank Type of S.A.S. > s Description of Soil G 04�5P SCp l�4 /� fC/Q�/ a/© e 611 �7 i/f©/� la Nature of Repairs or Alterations(Answer when applicable) 1 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 thi BB( d of. ealth. Signed y9 Date Application Approved by Date .S- -7 _ c/9- Application Disapproved for Me following reasons Permit No. / Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CE TIFY,that the On-site-Sewage Disposal System Constructed( )Repaired(M/)Upgraded( ) Abandoned( )by at L C14',1 L//1 C /4" has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. - A dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector ------------------ - - _ �y_� _ No. -------------�44®��Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migpogar *pgte�ruope ongtruction Permit Permission is hereby granted to Construct( )Repair( grade( )Abandon( ) System located at Y GG�G+'� =°' 9r11%11e- 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 of this permit. Date: Approved by�� TOWN OF BARNSTABLE .o T Er0 OFFICE OF DA"STAn BOARD OF HEALTH 0m um t65 �{Q 367 MAIN STREET HYANNIS,MASS.02601 November 26, 1997 Bertha J. Tomaiolo P. O. Box 281 Northborough, MA 01532 Dear Ms. Tomaiolo: You are granted conditional variances to install a replacement septic system at 45 Laurel Avenue, Craigville, Massachusetts. The variances are granted as follows: )10 CMR 15.248: To install a soil absorption system without providing a reserving area. 310 CMR 15.211 (1):To install a soil absorption system 38 feet away from a wetland, in lieu of the required 50 feet separation distance. 310 CMR 15.211 (1):To install a soil absorption system two (2) feet away from a property line, in lieu of the required ten (10) feet separation distance. 310 CMR 15.240 (9):To install a soil absorption system with any eight (8) inches of soil covering the leaching area, in lieu of the required minimum of 12 inches of soil cover. 310 CMR 15.255 (5):To reduce the removal of impervious materials to two (2) feet along the "traveled way", in lieu of the required five (5) feet removal area. Board of Health Regulation Part VI1I. Section 10.00: To install a soil absorption system 38 feet away from a wetland in lieu of the required 100 feet separation distance. The variances are granted with the following conditions: (1) The plan shall be re-designed to show H2O heavy-duty loading soil absorption units. (2) The designing registered sanitarian shall supervise the construction of the septic system and shall certify in writing to the Board that the system was installed in strict accordance with the submitted plans. I tomaido � � V (3) The septic tank shall be tested for water tightness by the designing registered sanitarian. The designing sanitarian shall certify in writing to the Board that the septic tank is water-tight. (4) The existing septic system components shall be abandoned or removed in accordance with Title 5, the State Environmental Code. The variances are granted because the existing cesspools are in all probability, sitting in the groundwater table. The replacement septic system should alleviate a source of pollution to the groundwater in the area. Sincerely yours, Susan G. R.S. Chairman Board of Health Town of Barnstable SGR/bcs I tomaiolo I X4 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE ARGEO PAUL CELLUCCI TRUDY COXE Governor Secretary DAVID B. STRUHS Commissioner January 14 , 1998 Mr. Thomas McKean, Health Agent RE: BARNSTABLE--Subsurface Sewage Board of Health Disposal-Proposed Variance to P.O. Box 534 310 CMR 15 . 000 "Title 5 of The Hyannis, Massachusetts 02601 State Environmental Code" for Bertha Tomailo, 45 Laurel and Avenue (Craigville) Transmittal No. 114680 Ms . Bertha Tomailo c/o Mark Coggleshall P.O. Box 281 Northborough, Massachusetts 01532 Dear Mr. McKean and Ms . Tomailo: The Department of Environmental Protection has completed a Technical Review of the above-referenced application and hereby approves the variances granted by the Board of Health pursuant to 310 CMR 15 .410 through 15 .413 of Title 5 of The State Environmental Code. If you have any questions, please contact Brian A. Dudley at (508) 946-2753 . Very truly yours, Elizabeth Kouloheras, Chief K/BAD/ Cape Cod Watershed cc: Ronald Cadillac Box 258 West Yarmouth, MA 02673 20 Riverside Drive 0 Lakeville, Massachusetts 02347 0 FAX(508) 947-6557 0 Telephone (508) 946-2700 RONALD J. CADILLAC, PLS, RS Professional Land Surveyor Registered Sanitarian P.O. Box 258, West Yarmouth, MA 02673 (508) 775-9700 June 11, 1998 Barnstable Health Department 367 Maul Street Hyannis, Ma 02601 Re: Septic Installation by Bortolotti Construction at 45 Laurel Ave., Craigville, for Bertha Tomaiolo Dear Mr. Dunning: I have inspected the septic system at 45 Laurel Ave. and find it to be in substantial compliance with the approved plans and the conditions noted on your Boards letter dated November 26, 1997. I inspected the removal and the impervious barrier. I had Bortolotti's men expose the seam on the septic tank and fill it with water to check for leaks. I found no leaks on the septic tank. Locations of components and inverts are shown on attached sketch. Please call with any question. ely, Ronald J. Cadill I U L-4 8 5 7 r � /; �, m _\f � Ajo. $ e� / 67 3.Z6 • \N R vrr�n kole UA ose J — RONALD J. CADILLAC, PLS, xS Land Surveyor & Sanitarian P.O. Box 258 West Yarmouth, MA 02673 y-t �J u� 1-N �G�►� 4 5 LAvrd A�� i 0 SENDER: t3t��— (6rfr A-V6 I also wish to receive the ' p ■Complete items 1 and/or 2 for additional services. ao aComplete items 3,4a,and 4b. following services(for an > ■Print-you'r name and address on the reverse of this form so that we can return this extra fee): card to you. ■Attacc this form to the front of the inailpiece,or on the back if space does not 1. ❑ Addressee's Address permit. � ■Write'Retum Receipt Re uested'on the mail piece below the article number. d $ ■The Return Receipt will show to whom the article was delivered and the date 2.O Restricted Delivery N delivered. Consult postmaster for fee. v 3.Article Addressed to: � 4a.Article Numb-ear f` ^7 c. III E c 4b.Service Type d ❑ Registered ❑ Certified ¢ Cr' Ul�"� A 1 � ogl9�� ❑ Express Mail ❑ Insured W c � f d"�j'� ❑ Return Receipt for Merchandise ❑ COD c 7.Date f Delivery w p 5.ReceivedBy:(Print Name) B.Addressee's Address(Only if requested W and fee is paid) 16 z t— g 6.Signatur Tdressee o gent) v r A PS Form 3811, December 1.994 102595-97-B-0179 Domestic Return Receipt I r UNITED STATES POSTAL SERVICE �p� 4 O� � "+ cs • Print your name, aOdre$s, and ZIP Code in this box • Ij I RONALD J. CADILLAC, P.L.S. Registered Professional Land Surveyor j 18 BREWSTER ROAD WEST YARMOUTH, MA 02673 Ij j -4t I till„-1;l]11I.t lll III dIIII d SENDER:v ■Complete items tand/or 2 for additional services.F� }{ '��1' � t'1 A t p f 0 I also wish to receive the ■Complete items 3,4a,and 4b. following services(for an at ■Print your name and address on the reverse of this form so that we can return this extra fee): card to you. e i ■Attach this form to the front of the mailpiece,or on the back if space does not 1. ❑ Addressee's Address permit. 0 ■Write'Retum Receipt Requested'on the mailpiece below the article number. 2. ❑ Restricted Delivery ryy ■The Return Receipt will show to whom the article was delivered and the date c delivered. Consult postmaster for fee. 3.Article Addressed to: 4a.Article Number Cyi(`AlQri C-O,Ap "�, A930C. �(-,A C 4b.Service Type .. �_C9j ' ❑ Registered ❑ Certified o ❑ Express Mail ❑ Insured C o � A" ❑ Return Receipt for Merchandise [I COD a `I IA O�� 7.Date of Delive z c m 5.Receiv d By:(Print Nam B.Addre s s Ad re s(Onlk if requested LU and fee Is paid) 6.Sign tur :(Addressee rAgent) i X N PS Form 3811, December 1994 102595-97-13-0179 Domestic Return Receipt UNITED STATES POSTAL SERVICE �(3 M4 0� -- 2 P M • Print your name, address, and ZIP Code in this box• I I RONALD J. CADILLAC, P.10.00.. RggMered Professional Land SutVOW 18 BREWSTER ROAD WEST YARMOUTH, MA 02673 SENDER:� 7� :�, f11A�0� 1 also wish to receive the ■Complete items 1 and/or 2 for additional services. 1✓© rn ■Complete items 3,4a,and 4b. following services(for an 4) ■Print your name"and address on the reverse of this form so that we can return this extra fee): card to you. a Attach this form to the front of the mailpiece,or on the back if space does not 1. ❑ Addressee's Address perm`y ■Write'Retum Receipt Requested'on the mailpiece below the article number. 2.❑ Restricted Delivery V ■The Return Receipt will show to whom the article was delivered and the date delivered. : Consult postmaster for fee. v 3.Article Addressed to: 4a..Article Number 4b.Service Type u ` � �QU �(` ( ❑ Registered ❑ Certified Nall ❑ Expre I ❑ Insured c �CQ,06C ❑fi<k la erchandise ❑ COD a 7rf— live �+zc 5.Received By:(Print Name) dress e ' dd es (Only if requested u~j fee i�l) c6.S1 ture:( dressee or Agent) VSQ N P Form 3811, December 1994 102595-97-B-0179 Domestic Return Receipt i First-Class Mail UNITED STATES POSTAL SERVICE p T " `^ se&ecsait9 • Print your na'e, adli' ss/and ZIP C.o-deAn_thjs box„_0_—,_ RONALD J. CADILLAC, RUR Registered Professional Land Sur I 18 BREWSTER ROAD WEST YARMOUTH, MA (' I I � 111k!lltll�I��!!''!!lIl1��!!�!�EI!lt���16E1�1t!litll�ll�lklil!� 1 m SENDER: a ■Complete items 1 and/or 2 for additional services.5D it—T6 Mhl0 io 1 also wish to receive the n, ■Complete items 3,4a,and 4b. following services(for an d ■Print your name and address on the reverse of this form so that we can return this extra fee): PA card to you. ■Attach this form to the front of the mailpiece,or on the back if space does not 1. ❑ Addressee's Address yrm ■Wn eitRetum Receipt Requested'on the mailpiece below the article number. 2. ❑ Restricted Delivery N ■The Return Receipt will show to whom the article was delivered and the date a delivered. Consult postmaster for fee. 3.Article Addressed'to: 4a.Article Number a �ur�ri E. 4b.Service Type d rn ga�, 4�3 ❑ Registered p Certified °C f,O Cr ❑ Express Mail ❑ Insured ❑ Return Receipt for Merchandise ❑ COD c 7.D to of De'very w z � �� � p 5.Received By:(Print Name) 8.Addressee's Address(Only if requested W s'� � JC end lee is paid) t W F. g 6.SXnature: ddressee of-Agent) PS orm 381 December 1994 102595-97-B-0179 Domestic Return Receipt UNITED STATES POSTAL SERVICE ���' Mq p� ((' =\ I S�a�I� r 0 Print your na � q4 s nd ZIP CWQ*MI*t*g01.L x'ai"G 1UNI{ RONALD J. CADILLAC, P.L.S. Registered Professional Land Surveyor I` 18 SREWSTER ROAD ti WEST YARMOUTH,MA 02673 I , I I „+„111 oil 1111111 i TOWN OFF BARNSTABLE DATE 13"- i. OFFICE OF FEE I »inn I BOARD OF HEALTH RECEIVED BY � 619• 367 MAIN STREET HYANNIS,MASS.02801 ' <"66 VATRI AN a aRZQt 6 T MMo ALL VARIANCES MUST BE SUBMITTED FIMIX 13 xY f►R THE SCHEDULED BOARD OF HEALTH MEETING. 6 WPM OF APPLICANT [3Erz--�ft J.TOYnFfi6Lo Was NO* ., .: ADDRESS OF APPLICANT I"f t�. ���c 2A 1 �or°�'�►1�c�royq� . �- �1 S 3 2, NAME OF OWNER or PROPERTY 8002-'n&A J- Tb m A w Lo C61 s-ki+,nT ' SUBDIVISION NAMEASSd��ATtdyDATR X�PR�D ��Jq ASSESSORS HAP AND PARCEL NUMBOR 22(, 76 LOCATION OF REQUEST `i- C-ig-vre I A,)E. SIZE OF LOT SQ.FT WETLANDS WITRIN 200 FT.HRS ✓ NO VARIANCE FRO14 REGULATION(List Regulation) -310 CM2 15,24- R�tiueB�; ti. 31,0 CM,r2_ IS;,`L4l (I) U" jj) -w weTLAxoo I U" 81 `Ta.Prgpe�. tc, -22 1 o Cftvz-15.2 to C-R c,•.-14 COvd,- 0,J0!^(A"4W.., -vo v 4Y REASON FOR VARIANCE(May attach if.,some space is need ) S UwN A-U A, hr � -- yrn wL-+I7 PLAN e F'OUlt COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED NOT APPROVED TREASON FOR DISAPPROVAL MAN R. GMADTf R.S.# CRAZIMAN SUSAN G.-MR, R. . JOSSPH C. Swmp 1I.D. BOARD OF " Tm OF SAMTABLE RONAT D T. CADILLAC,AC; PT S RS Protessionai Land Surveyor & Registered Sanitarian P.O. Box 258, West Yarmouth, lVtVtA 02673 (508) 775-9700 Date: l �t1 ABUTTER LIST AND NOTIFICATION DOCUMENT �l�'1 To: Board of Health Re: Proposed Septic System at: _ 45 L R-u ram( A-t1G , Cr�u LLC— AM 2.Z.(pLot �-�- Owner/Applicant: &d4/4- J> J O P ABUTTERS: Map 2Z7 Lot fo gfc, Map 22.E Lot �7 -C:CN,-J6-aVIL 62 632-ag33 Map,ZG Lot 8_ Map 2�Loin C �26� Map Lot Map Lot Map Lot Map Lot RONALD J. CADILLAC, PLS, RS Professional Land Surveyor Registered Sanitarian P.O. Box 258, West Yarmouth, MA 02673 (508) 775-9700 November 4, 1997 Ms. Susan Rask, Chairperson Barnstable Board of Health 367 Main St. Hyannis, MA 02601 Dear Ms. Rask: Enclosed please find 4 copies of a site plan for a proposed mounded system at 45 Laurel Avenue, Craigville.. The s stemproposed is 5' above y high ground water. Uniform distribution is used. The parcel of land is large for the neighborhood, but it is not possible to locate a system onsite which is 50 from wetlands. Those variances requested on your Variance Request Form, help to maximize the horizontal distance between leaching and the wetland, which is an old bog. Please call if you need any further information for the meeting. Thank you. Sincerely, Ronald J. Cadillac I RONALD J. CADILLAC, PLS, RS Professional Land Surveyor Registered Sanitarian P.O. Box 258, West Yarmouth, MA 02673 (508) 775-9700 November 4, 1997 NOTICE OF BOARD OF HEALTH BEARING To: Abutters Project Location: 45 Laurel Ave., Craigville--Assessors Map 226, parcel 78 Applicant: Bertha J. Tomaiolo P.O. Box 281 Northborough, MA 01532 Project Description: Applicant seeks permission to upgrade existing septic system. Variances requested are: No reserve area to be provided. 310CMR 15.248. Vary distance of leaching to: wetland by 12' (38' provided) property line (Way) by 8' (2' provided) Vary distance of leaching to wetland by 62' (38' provided) local regulation Vary cover over leach area to 8" total 310CMR 15.240 (9) Vary 5' removal to 2' removal along the Way. 310CMR 15.255 (5) UA" L G cA-i , Applicants Agent: Ronald J. Cadillac r Hearing Scheduled: Tuesday November 18, 1997 at 7 p.m., or as soon thereafter as practicable at the second floor Conference Room, New Town Hall, 367 Main Street, Hyannis, MA 0-0BUOYANCY f�ALCULATI0N5 1500 GAL. H-1C1 IMPERVIOUS � � zo � � r- WEIGHT OF EMPTY SEPTIC TANK AND 15" OF COVER t to BARRIER NOT TO TANK= 5.74 TUN (PER SHOREY) �p 15" COVER=1.25' X 5.67' X 10.5` X 110 Le./CU. .FT. X 1 TON/2000 LBS. 1. LOCUS I'S A.M. 226, PARCEL 78. SCALE 15" COVER=4.09 TON 2. ELEVATIONIS SHOWN ARE NGVD29, I / TOTAL= 5.74 TON + 4.09 TON = 9.8 TON 3, LOCUS IS IN FLOOD ZONE A10 (EL. 11) ON FIRM DATED JULY 2, 1992. �, �^�' �' WEIGHT OF WATER--HIGH GROUNDWATER DOWN 4, ALL PIPES TO ICE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT, ,(UNLESS NOTED) / ,, (5,8 --3.6) X 5.67' X 10.5' X 62.4 LB/CU. FT. X 1 TON/ 2000 LBS. 4b ,� ` rk' ,� -�' WEIGHT WATER= 4.08 TON 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. , �f ', NN �// TANK ,AND 15" COVER ARE HEAVIER BY 5.7 TON, 6. COMPONENTS TO BE AASHTO H-,10, UNLESS NOTED. D" 7. INLET TEE TO PROJECT DOWN 13 , OUTLET TEE DOWN 14 . Tx� V c� ONE COURSE 8, UNIFORM DISTRIBUTION USED FOR OPTIMUM DISBURSAL OF EFFLUENT, NO D-BOX TO c� r BUOYANCY CALCULATIONS-PUMP CHAMBER „ F / �• <� LANDSCAPE TIE. BE USED. NO VENT PIPE PROPOSED. SYSTEM IS VENTED BY 3/8 WEEP HOLE IN d WEIGHT OF EMPTY CHAMBER AND 20" OF COVER PUMP CHAMBER. PITCH FORCE MAIN TOWARDS PUMP SO LINES WILL DRAIN. raigvilfe Beac 2" PVC-_ \// �\ s� / co-Place conc. block CHAMBER= 4.12 TON (PER sHOREY) 9. DEPTH OF COMPONE1�Ta NOT TO EXCEED 3'. BUILD UP COVERS TO P+ T�� / `r Thrust Blocks @ 90' 20" COVER= 1.67' X 4.83' X 85' X 110 LB./CU. FT. X 1 TON/2 000 LBS. LOCATION ION MAP !/�11 , 20" COVER=3.77 TON WITHIN 1 OF GRADE. MORTOR CHIMNEYS IN PLACE. ONE COVER bends, as shown. OF TANK TO BE WITHIN 6'" OF GRADE. TOTAL= 4.12 TON + 3.77 70N = 7.$9 TON WEIGHT OF WATER--HIGH GROUNDWATER DOWN 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP. �,,• (5.8 -3.29) X 4.83' X $.5' X 62.4 LB/CU. FT. X 1 TON/ 200o LBS. 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, DRILL 17--5/16°' DIAMETER HOLES TANK AND 20" COVER ARE HEAVIER BY 4.6 TON. CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. TEST HOLE 1 IN 2" PVC PIPE SPACED 39" APART. 12. ALL FILL_ MATERIAL FOR 5' AROUND AND UNDER LEACHING, IF NEEDED, / / IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3). EDGE STO sz� �. `� {J ICAP ENDS OF PIPE. THE TWO END DEPTH (inches) ELEV.(fee#) '1 / ' 3.3 N/F CHRISTIAN CAMP 13. PUMP AND FILL ANY EXISTING CESSPOOLS, / HOLES GO ON TOP OF PIPE, 8' IN 0 10.5 / �✓ ��' / �� FROM ENDS OF CULTEC CONTACTORS. MEETING ASSOC. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. A layer 10yr 3/3 ALL OTHER HOLES TO BE AT BOTTOM 5,� TEST HOLE DATE: April 11, 1996 10 sandy loam PERFORMED BY: Ron Cadillac, Soil Evaluator OF PIPE. AFTER DRILLING HOLES RUN / / A SMALLER DIAMETER PIPE INSIDE, WITNESSED BY: Gerry Dunning, Inspector B layer 10yr 5/6 f `0 d / /, / 6 E 73.8' SOIL RATE: <2 Carver c/inch (C layer) loam sand TO CLEAN BURRS. , x 2 SOIL SURVEY(1993): Carver coarse sand y TYPICAL HOLE LOCATIONS. 6.9 GEOLOGIC MAP(1986): Barnstable plain deposits 30" 8.0 Invert 8.54t a x ed e s'� `� Use Meyer 1/2 H.P. CMVa-11A pump C layer 10yr 6/6 / W Invert 7.85 coarse sand Old Bog 2.. etlOnd \ Exist. Clay BOTH TANKS TO capable of 39 GPM 13' of Head 48"Q x T'o 6. pipe Use Gas Baffle (10% gravel) N/F CHRISTIAN CAMP 7.; a� x BE FACTORY rDrill 3 8' weep hole 00 '` \ WATER TIGHT Shorey H-10 above valve Proposed 8 ✓/ / ca MEETING ASSOC. , $ ---x g-------� 1000 al. of cover g / (IV /�n �d � 6.5 _ Pump Chamber `1" Sch 40 �hOrey H -10 top peastone 6�•• observed water 4.75 5.4 ��`����� : .- 3.a �80 5, - J 1,500 Gal. 4„ Sch PVC SE; tic Tank Alarm 32" ` _ - -- ,oQ o {` g.� 1, - Invert 8.10 P - �✓. (�``� �,,..,,,, OS? ` .�- _ 4() pn 28" ., 120' 0.5 / 4.4 0 �� x -_�• '`�Q �� �4 10"2`1----- -' ¢ss2p'�.,« 4 - Proposed Invert 7.79 Off- 24" El, 6 Q�� o� _- 1o.s 7H 1I, o �-' "f Proposed IMPERVIOUS _ I Invert 3.60 .4 61 �S, 3.8 _ _ •1.1 �-10:5 Invert 3.29 Invert 11.25 , 10.75 BARRIER �� 5 t,r' _ - '� 1•1 � BENCH MARK--TOP OF NAIL. IN � Bottom 5.0 `- � q I �CK pORr v12 3� PAVEMENT=10.95 NGVD29 t0.05' B ttom Proposed Bottom (level) 4 9.E) 1.6 I see \ 2.2 �` I----22 3 k �� I D et a it TEST HOLE 2 r \2 r C112: 1 N/F CHRISTIAN CAMP Use 6'"' Stone under 1.0' Adjustment provided c� 4YyoRK z.4� 1 2"i'`s 12 MEETING ASSOC, (see High Groundwater DEPTH (inches)7. ELEV,(feet) Co uM►T111, '�'r \ �2-. Determination) 0 11.3 2.5 DESIGN DATA A. layer 10yr 4/2 0.1 , 2.4 �-- t1.1 OBSERVED WATER=4.75 K 5,2 � SILT o 'J' 15.osr w ~�-.� -- 8„ loamy sand Q / FENC+F .- / fy 2 14.1 12.5 PAVED PARKING \�X - -' edge ' - AREA �.2 BEDROOMS: 3 o g q �' ,� 1 k 15.1 �- `_ \� HIGH "GROUNDWATER DETERMINATION 13 la er 10 5 wetland'" I G \ GARBAGE GRINDER: No Y W 1s l � 2�c 1v 1.8 5 \ �E \ sandy loam _; ��° /. its,° ' \ REQUIRED CAPACITY. 330 GPD min. Proposed leaching is within 300 of a saltmarsh. CSC' Observed groundwater on locus is 4,75 NGVD29, 32 Y. 8•2 � /` � q `c��\ \ SEPTIC.TANK: 150�0 GAL. min. sir ° EX \ indicating that use of monitoring well would not C C1 layer 10yr 6/6 46 -4 0 \ BOTTOM LEACHING AREA: 415 SF N/F EMBREE I STONE / NO N/F STRUBE \ [59.42' X ?' work. (Spring tides are around 3.0 on NGVD). 55' coarse sand PARKING / \-- I 13.6 )� The Frimpter method does not appear applicable (10% gravel) - 14,2 SIDE LEACHING AREA: 66 SF based upon following nearby data: r " 14.7 [1.32.9 perimeter- x .5 ]I Date Observed water Comment ACTUAL DESIGN CAPACITY: 355 GPD 1/22/96 8.58' (below grade) MIW29 Well FOR PROPOSED GRADES OVE 11 2" 7 1/23/96 5.6 NGVD29 Embree-TH 1 82" observed water-._._ 4.5 LEACHING SEE SECTIiON A-A �' 6 j N/F NORWOOD [(415 SF + 66 SF) X .74 GPD/SF] 143' S6° Wof 'I, PUMP DESIGN CAPACITY: 330 GPD locus TH 2 10 24 96 6.57 below lade MIW29 Well 120 1.3 11.7 100 L.F. of 3' deep Impervious DOSES PER DAY: 4 / / ( grade) Barrier-Top to be 0 El. 11.6 BENCH MARK--TOP OF CONC. � � RESERVE CAPACITY: 330 GAL. 11/07/96 5.8 NGVD29 Norwood-TH 1 BOUND = 1,1.55 NGVD29 ±0.05' iJ Top peastone Prop. 12.3 °L 186' S 13' W of Prop. 11.6 Prop. 12.5 Landscape Tie along locus TH 2 ELEV.(FT.) 3 Prop. 12.0 /edge Travelled Way LEACH /^►u AREA MAXIMUM EEASB1 _LF CQ►�I ?LIANQE AEPROVALS REQUESTED: 12 12 GI`1l.fi Nate that ground water rope 2.01' at MIW29 at 1 2 ( r some time it rose only 0.2' at locus. Based upon 1p. exis .grade USE 7 CULTEC: CONTACTOR 100 S ARRANGED AS c Cleary grandulatW�` ana; t0 SHOWN IN DETAIL, WITH 2' OF STONE ON SIDES this data a adjustment of 1/2 foot should be adequate. 1. VARY LEACHING TO WETLAND BY 12'± (38 t PROVIDED , We are providing an adjustment of one foot. 8 AND 3 OF STONE ON ENDS, 7 WIDE -LEACH VARY LEACHING TO WETLAND BY 62'± (38'± PROViDED� C layer worse sand , 2.. VARY 'LEACHING TO PROPERTY LINE BY 8' (2' PROVIDED) TRENCH TO BE LOCATED 2 OFF TRAVELLED WAY, ALL ABOVE 310CMR 15,211 (1) & LOCAL REGULATION r A 5' REMOVAL (2' ALONG ROAD) DOWN 32"f IS SEIC11ON A--A *Use AFCO 30 Mil Vinyl Flashing, CALLED FOR. INSTALL IMPERVIOUS BARRIER ALONG 3.. VARY COVER OVER LEACH AREA TO 8" TOTAL. or equivalent. Overlap ends by 1 foot. EDGE OF 5' REMOVAL. (NOT NEEDED NEXT TO ROAD.) �` 310CMR 15.240 (9) *►®, Seal joints with lop cement. PLACE LANDSCAPING TIES ALONG EDGE OF 2' SITE PLAN 4. VARY 5' REMOVAL TO 2' REMOVAL ALONG WAY, ' 1 8 REMOVAL BY ROAD FOR GRADING.31OCMR 15.255 (5) FOR 5. NO RESERVE AREA AVAILABLE. 310CMR 15.248 THIS PLAN IS A VALID COPY ONLY IF IT BEARS6. I I,J v L oC_ ASS `T��U�t.c.�.46c- I IFA-I'�pIc4,Uz , AN ORIGINAL RED STAMP AND SIGNATURE. BERTHA J. TOMA10LO PROPOSEb WORK LIMIT SILT FENCE TO BE ALARM & PUMP NOTES IN PLACE PRIOR TO ANY WORK ON SITE. ALARM TO BE WIRED BY ELECTRICIAN ON sic "oF�A 1. �a� `� '��' SS � �ti �� 43 LAUREL. AVENUE, CRAIGVILLE, ILIA SEPARATE CIRCIUT FROM PUMP. LEGEND 2. ELECTRICAL WORK TO BE INSPECTED BY c OCTOBER 30, 1997 SCALE+ 1 =30 WIRING INSPECTOR. r v ,Pr faa� } TH 1 TEST HOLE LOCATION, NUMBER 3. ALARM TO BE LOCATED IN HOUSE. ----W WATER LINE MARKINGS 4, PUMP TO BE CAPABLE OF PASSING �� Via. S'4NITA �P� w ----G GAS LINE MARKINGS (IF SHOWN) 1-1/4" SOLIDS AND INSTALLED IN STRICT 9.Fi ,11.0 EXIST. & PROP. ELEVATIONS ('X' MARKS POINT) CONFORMANCE WITH MANUFACTURER'S ( bi33 I 7 RONALD J. CADILLAC, PLS, RS �-`6- EXISTING CONTOUR 5, ALARM ALAR ,CATIONS., ON, AND OFF PUMP SETTINGS / PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN $---- PROPOSED CONTOUR ARE EACH TO BE CONTROLLED BY A P.O. BOX 258 TREE (IF SHOWN, NOT ALL SHOWN) SEPARATE ADJUSTABLE FLOAT, WEST YARMOUTH, MA 02673 O EXISTING SEPTIC COVER - (508) 775-9700 0 EXISTING DRAINAGE CATCHBASIN HEALTH AGENT APPROVAL DATE PAGE 1 OF 1. . ........... ................ IMPERVIOUS /' BUOYANCY CALCULATIONS 1500 GAL H-10 BARRIER WEIGHT OF EMPTY SEPTIC TANK AND 15" OF COVER O.T a 0 NOT TO TANK= 5.74 TON (PER SHOREY) Q m E 15" COVER=L25' X 5,67' X 10.5' X 110 LB./CU. FT.'X 1 TON/2000 LBS. 1 LOCUS IS A.M. 226, PARCEL 78. SCALE / ,� 15" COVER=4.09 TON 2. ELEVATIONS SHOWN ARE NGVD29. rr< DETAIL TOTAL= 5.74 TON + 4.09 TON = 9.8 TON 3. LOCUS IS IN FLOOD ZONE A10 (EL. 11) ON FIRM DATED JULY 2, 1992. tS. /��� WEIGHT OF WATER--HIGH GROUNDWATER DOWN 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) ©r' •\I -3 5 x 10.5' X 62.4 LB/cu. FT. X 1 TON/ 2000 LBs. WEE W WEIGHT 4.08 70N 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. � WEI 4. ,.,. TANK AND 15" COVER ARE HEAVIER BY 5.7 TON. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. (('''�� Q� �°i / 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". q 1 = 1 V / Asti f,� ONE COURSE 8. UNIFORM DISTRIBUTION USED FOR OPTIMUM DISBURSAL OF EFFLUENT, NO D-BOX TO p i BUOYANCY CALCULATIONS-PUMP CLAMBER „ qe ,� �� / LANDSCAPE TIES BE USED. NO VENT PIPE PROPOSED, SYSTEM IS VENTED BY 3/8 WEEP HOLE IN WEIGHT OF EMPTY CHAMBER AND 20" OF COVER PUMP CHAMBER. PITCH FORCE MAIN TOWARDS PUMP SO LINES WILL DRAIN, g rai ville Beac / ®-Place conc, block CHAMBER= 4.12 TON (PER SHOREY) 9. DEPTH OF COMPONENTS NOT TO EXCEED 3'. BUILD UP COVERS TO 2 ' PVC s, / / /�` �., / Thrust Blocks @ g0' 20" COVER= 1.67' X 4,83' X 8.5' X 110 LB./CU. FT. X 1 TON/2000 LBS. 20" covER=3.77 TON WITHIN 1' OF GRADE. MORTOR CHIMNEYS IN PLACE. ONE COVER LOCATION MAP bends, as shown. TOTAL= 4.12 TON + 3.77 TON = 7.89 TON OF TANK TO BE WITHIN 6" OF GRADE. WEIGHT OF WATER--HIGH GROUNDWATER DOWN 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP. (5.8 -3.29) X 4.83' X 8.5' X 62.4 LB/CU. FT. X 1 TON/ 2000 LBs, 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, 16" DIAMETER HOLES 'WEIGHT WATER= 3.22 TON CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. TEST HOLE 1 DRILL 17--5 / TANK AND 20" COVER ARE HEAVIER BY 4.6 TON. IN 2" PVC PIPE SPACED 39" APART. 12. ALL FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING, IF NEEDED, EDGE STON /CAP ENDS OF PIPE. THE TWO END IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3). HOLES GO ON TOP OF PIPE, 8" IN 3.3 N/F CHRISTIAN CAMP 13. PUMP AND FILL ANY EXISTING CESSPOOLS. DEPTH (inches) ELEV.(feet)FROM ENDS OF CULTEC CONTACTORS. MEETING ASSOC. 14, ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 A layer 1Oyr 3/3 10.5 ALL OTHER HOLES TO BE AT BOTTOM loll sandy loom / �0'' // � OF PIPE. AFTER DRILLING HOLES RUN 4.5 /` 5.9 TEST HOLE DATE: April 11, 1996 I I \ /"1 PERFORMED BY: Ron Cadillac,, Soil Evaluator \J A SMALLER DIAMETER PIPE INSIDE, WITNESSED BY: Gerry Dunning, Inspector B layer 10yr 5f6 / I/ o / / TO CLEAN BURRS. 6.6 73'g' loam sand _ x 6 2 PERC RATE: <2'-00"/inch (C layer) 7 CONTACTOR 100'S y I^' TYPICAL HOLE LOCATIONS. 6.9 SOIL SURVEY(1993): Carver coarse sand H-20 30" $`0 Invert 8.54t GEOLOGIC MAP(1986): Barnstable plain deposits .5 Old Bo a\ ed e weflap .9 Exist. Cla Invert 7.85 Use Meyer 1/2 H.P. CMV5-11A pump a C layer rs10yr 6/6 g x 0 _._f6�, pipe y BOTH TANKS TO capable of 39 GPM 0 13' of Head 48" c Use Gas Baffle (10% gravel) N/F CHRISTIAN CAMP = 7.3 ,4`6 x 7.8 \ BE FACTORY Shorey H-10 / " p Drill 3 8 wee hole +, MEETING ASSOC. a . 81 ` above check valve of Cover 8` I I 6.1 \ WATER TIGHT 1000 gal. Vv ,��° ed x s.5 _ Pump Chamberf Shore H--10 11.6 „J observed water 4 Sch 40 y top peastone 69" -- - - - 4.75 �\NE - 8.8 5' 1500 Gal. 4" Sch 2" PVC �Ovs 9.7 �,®$�" Invert 8.10 Septic Tank 4 Alarm 32" _ _ _ 120" a.5 ! 4 2 :;.�. NQ fk5 �o x 10. R� 0 a '� i Proposed Invert 7.79 On 28" _ El. 5_54 6„ / - Off- -24" IMPERVIOUS ado' or / 10.8 TH 1" 0.6 Proposed ` " 4 ��w �� 3.8 1.1 .„"10 5 ( Invert 3.60_/ BARRIER 5 v` =-=- �y't 1 r BENCH MARK--TOP OF NAIL IN Bottom Invert 3.29 Invert 11.25 5 0, 10.75 �' G� ROB �o B ttom Pro osed Bottom level oPO / �'11.3 PAVEMENT=10.95 NGVD29 t0.05' I p I_see (level) 4 k 9.0 N ,, 2 11.6 , I , '''� �'` �----22 I h_3 I I Detail TEST HOLE 2 mrn �� G12, .1 N/F CHRISTIAN CAMP Use 6" Stone under 1.0' Adjustment provided c 0 h \ 7• WORK 2.4��, ,.�'12 S� ..- 12 MEETING ASSOC. (see High Groundwater DEPTH (inches) ELEV.(feet) r' 7 1111 .� \ �2� Determination 0 11.3 z s. sjMi'T to.t� �1^ 2 5 '�-�---,R � 2.4 -- ,,, .-x 11.1 DESIGN DATA OBSERVED WATER=4,75 A layer 10yr 4/2 < 5,2 O FENCE / 2 14.1 15.0 1 12.5 PAVED PARKING - 8" loamy sand a edge / q �� r2 ` AREA rl2.2 BEDROOMS: 3 t 15.1 HIGH GROUNDWATER DETERMINATION wetland ^ q / ; 1vG� \ GARBAGE GRINDER: No B layer loyr 5/8 U 2 1G 1.8 i 5 0 -- sandy loam ryh' I< Q 11 8� REQUIRED CAPACITY: 330 GPD min. Proposed leaching is within 300 of a saltmarsh. x 8.2 e / CC/ q SEPTIC TANK: 1500 GAL. min. Observed groundwater on locus is 4.75 NGVD29, 32„ 8.6 q rcX E \ indicating that use of monitoring well would not 2 C1 layer 10yr 6/6 46 - GVS \ BOTTOM LEACHING AREA: 415 SF N/F EMBREE I STONE 11 \A N/F STRUBE 59.42' X 7' work. (Spring tides are around 3.0 on NGVD). 55"a coarse g sand PARKING , [ )] The Frimpter method does not appear applicable (10% ravel cl _ 13.6 SIDE LEACHING AREA: 66 SF based upon following nearby data: /'//' �•/J �' ( 11.� Q 11.8 6.5 14.2 ! ��Q . 14.7 [132.9' perimeter x .5'] Date Observed water Comment ACTUAL DESIGN CAPACITY: 355 GPD observed water 1/22/96 8.58' (below grade) MIW29 Well FOR PROPOSED GRADES OVER �/11.2. .7 1/23/96 5.6 NGVD29 Embree-TH 1 82" ob , _ 4.5 LEACHING SEE SECTION A-A 116 N/F NORWOOD [(415 SF + 66 SF) X .74 GPD/SF] PUMP DESIGN CAPACITY: 330 GPD 143' S 6° W of locus TH 2 'f11.7 100 L.F. of 3' deep Impervious DOSES PER DAY: 4 10/24/96 6.57 (below grade) MIW29 Well 120" 1.3 BENCH MARK--TOP OF CONC. ` Barrier-Top to be ® EL 11.6 RESERVE CAPACITY: 330 GAL. 11/07/96 5.8 NGVD29 Norwood-TH 1 BOUND = 11.55 NGVD29 t0.05' Top peastone Prop. 12.3 R 186' S 13' W of Prop. 11.6 Prop. 12.5 Landscape Tie along IOCLtS TH 2 ELEV.(FT.) Prop• 12.0 edge Travelled Way MAXIMUM F I MP IAN APPROVALS REQUESTED:, 12- 1 3 - - - t2 LEACH AREA Note that ground water rose 2.01' at MIW29 at opm !2 s' _ same time it rose only 0.2' at locus. Based upon 1p_ xis .gra a USE 7 H 20 CULTEC CONTACTOR 100 S ARRANGED 1, VARY LEACHING TO WETLAND BY 12 t (38 t PROVIDED cle°n grondular sana' 10 this data a adjustment of 1/2 foot should be adequate. S VARY LEACHING TO WETLAND BY 62't (38't PROVIDED) 8 AS SHOWN DETAIL, WITH 2 OF STONE ON SIDES - 8 AND 3' OF STONE ON ENDS, 7' WIDE LEACH e are providing an adjustment of one foot. 2. VARY LEACHING TO PROPERTY LINE BY 8' (2' PROVIDED) C layer coarse sand TRENCH TO BE LOCATED 2' OFF TRAVELLED WAY, ALL ABOVE 310CMR 15.211 (1) & LOCAL REGULATION A 5' REMOVAL (2' ALONG ROAD) DOWN 32"f IS 3. VARY COVER OVER LEACH AREA TO 8" TOTAL. SECTION A-A *Use AFCO 30 Mil Vinyl Flashing, CALLED FOR. INSTALL IMPERVIOUS BARRIER ALONG 310CMR 15.240 (9) or equivalent, Overlap ends by 1 foot. EDGE OF 5' REMOVAL. (NOT NEEDED NEXT TO ROAD.) SITE PLAN 4. VARY 5' REMOVAL TO 2' REMOVAL ALONG WAY, SCALE: 1"- 8' Seal joints with lap cement. PLACE LANDSCAPING TIES ALONG EDGE OF 2' 310CMR 15.255 (5) REMOVAL BY ROAD FOR GRADING. FOR 5. NO RESERVE AREA AVAILABLE, 310CMR 15.248 THIS PLAN IS A VALID COPY ONLY IF IT BEARS 6. VARY LOCAL ONSITE SEWAGE REGULATION, IF APPLICABLE. AN ORIGINAL RED STAMP AND SIGNATURE. E TI I AJ TOMAIOLO PROPOSED WORK LIMIT SILT FENCE TO QE ALARM & PUMPNOTES B IN PLACE PRIOR TO ANY WORK ON SITE, 1. ALARM TO BE WIRED BY ELECTRICIAN ON `� h ��OF �'°� 45 LAUREL AVENUE, CRAIGVILLE, MA SEPARATE CIRCIUT FROM PUMP. LEGEND 2. ELECTRICAL WORK TO BE INSPECTED BY ' c k.JA S r`�U �CT06ER 3O 997 SCALE: ��= 30' WIRING WSPE TOR. aLn ap '�L�I -4 � f TH 1 TEST HOLE LOCATION, NUMBER 3. ALARM TO BE C LOCATED IN HOUSE 1 c r 1*' . W WATER LINE MARKINGS 4. PUMP TO BE CAPABLE OF PASSING G GAS LINE MARKINGS (IF SHOWN) 1-1/4" SOLIDS AND INSTALLED IN STRICT x 9.5 .11.0 EXIST. & PROP. ELEVATIONS ('X' MARKS POINT) CONFORMANCE WITH MANUFACTURER'S " r� RONALD J. CADILLAC, PLS, RS ,,-6--, EXISTING CONTOUR SPECIFICATIONS. 7 PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN PROPOSED CONTOUR 5. ALARM, ON, AND OFF PUMP SETTINGS P.O. BOX 258 `--$ ARE EACH TO BE CONTROLLED BY A TREE (IF SHOWN, NOT ALL SHOWN) SEPARATE ADJUSTABLE FLOAT, WEST YARMOUTH, MA 02673 0 EXISTING SEPTIC COVER HEALTH AGENT APPROVAL DATE O EXISTING DRAINAGE CATCHBASIN (508) 775-9700 REVISED 11/19/97-CONTACTOR 100'S TO BE H-20. PAGE 1 OF 1 BUOYANCY CALCULATIONS 1500 GAL, H-10 IMPERVIOUS / WEIGHT OF EMPTY SEPTIC TANK AND 15" OF COVER NOTES BARRIER ` TANK= 5.74 TON (PER SHOREY) 4 c(o NOT TO 15" COVER=1.25' X 5.67' X 10.5' X 110 LB./CU. FT. X 1 TON/2000 LBS.1. LOCUS IS A.M. 226, PARCEL 78. SCALE / 15" COVER=4,09 TON 2. ELEVATIONS SHOWN ARE NGVD29. �� m DETAIL / 1 \ TOTAL= 5.74 TON + 4.09 TON = 9.8 TON 3. LOCUS IS IN FLOOD ZONE A10 (EL. 11) ON FIRM DATED JULY 2, 1992. 0 s� �'' WEIGHT OF WATER--HIGH GROUNDWATER DOWN C� S� i 4. ALL PIPES TO BE 4' SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) O (5.8 -3.6) X 5.67' X 10.5' X 62.4 LB/CU. FT. X 1 TON/ 2000 LBS. 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. WEIGHT WATER= 4.08 TON N� �/ i TANK AND 15" COVER ARE HEAVIER BY 5.7 TON. 6. COMPONENTS TO BE AASHTO H-1O, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". PL ONE COURSE 8. UNIFORM DISTRIBUTION USED FOR OPTIMUM DISBURSAL OF EFFLUENT. NO D-BOX TO LANDSCAPE TIES BUOYANCY CALCULATIONS-PUMP CHAMBER BE USED. NO VENT PIPE PROPOSED. SYSTEM IS VENTED BY 3/8" WEEP HOLE IN d WEIGHT OF EMPTY CHAMBER AND 20" of COVER PUMP CHAMBER. PITCH FORCE MAIN TOWARDS PUMP SO LINES WILL DRAIN. Craigville Beac ¢ / 2" PVC / / ®-Place conc. block CHAMBER= 4.12 TON (PER SHOREY) 9. DEPTH OF COMPONENTS NOT TO EXCEED 3'. BUILD UP COVERS TO S• / ��`� / Thrust Blocks @ 90' 20" COVER= 1,67' X 4.83' X 8.5' X 110 LB./CU. FT. X 1 TON/2000 LBS. WITHIN 1' OF GRADE. MORTOR CHIMNEYS IN PLACE. ONE COVER LOCATION MAP //o / 20" COVER=3.77 TON ,x bends, as shown. TOTAL= 4.12 TON + 3,77 TON = 7.89 TON OF TANK TO BE WITHIN 6" OF GRADE. WEIGHT OF WATER--HIGH GROUNDWATER DOWN 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP. (5.8 -3.29) X 4.83' X 8.5' X 62.4 LB/CU. FT. x 1 TON/ 2000 LBS. 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, rj WEIGHT WATER= 3.22 TON CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. TEST HOLE 1 DRILL 17--5/16" DIAMETER HOLES TANK AND 20' COVER ARE HEAVIER BY 4.6 TON. IN 2" PVC PIPE SPACED 39" APART. 12. ALL FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING, IF NEEDED, EDGE STO Q• / `L�/4 /CAP ENDS OF PIPE. THE TWO END IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3). DEPTH (inches) ELEV.(feet) HOLES GO ON TOP OF PIPE, 8" IN 3.3 N/F CHRISTIAN CAMP 13. PUMP AND FILL ANY EXISTING CESSPOOLS. 0 10.5 FROM ENDS OF CULTEC CONTACTORS. MEETING ASSOC. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. A layer 0loam/3 ALL OTHER HOLES TO BE AT BOTTOM 5.9 TEST HOLE DATE: April 11, 1996 t0 OF PIPE. AFTER DRILLING HOLES RUN 4 5 PERFORMED BY: Ron Cadillac, Soil Evaluator j A SMALLER DIAMETER PIPE INSIDE WITNESSED BY: GerryDunning, Inspector B layer 10yr 5/6 6.6 73.9' g' P loamy sand TO CLEAN BURRS. xX6 2 PERC RATE: <2'-00'/inch (C layer) 7 CONTACTOR 100'S TYPICAL HOLE LOCATIONS. 6.9 SOIL SURVEY(1993): Carver coarse sand H-20 30" 8.0 r Invert 8.54t GEOLOGIC MAP(1986): Barnstable plain deposits / CO/ ./ / 5 a``° ed e .9 Use Meyer 1/2 H.P. CMV5-11 A pump w C layer 10 a d6/6 Invert 7.85 / / � j Old Bog Wetland pipeet. Clay BOTH TANKS TO capable of 39 GPM C 13' of Head 48"q coarse sane x 7.0 ---�6.P. P P Use Gas Baffle N/F CHRISTIAN CAMP N. µ \ BE FACTORY (10� gravel) o� 7.3 0'`' x 7.8 Shore H-10 Drill 3/8" weep hole �+ � Y Pro osed 8 MEETING ASSOC. 6.1 a , 8.1 M \ WATER TIGHT 1000 al. above check valve of cover Iry /� ��°� d = 6.5 \ Pump Chamber t1.6 Q" Sc' 40 Shorey H-10 top peastone 69- observed water 4.75 5.4 X\�(\NG 8.8 ?5. 'x�$' 1500 Gal.k 4„ Sch 2>, PVC �l Q E E- Invert 8.10 Septic Tank Alarm 32 o `�O �(` OVS 9.7 �- 0 Q On 28' - - - 4Q - �= 120" 0.5 10. -20�' Proposed Off- -24„ Et. 5_54 / 4 e �� NQ• R'� �-9.4 Invert 7.79 L d� 10.8 TH 1, 10 - Proposed IMPERVIOUS ,6• Invert 3.60 4 a� 3.8 t.1 �-10.s , 6'- � Invert 3.29 invert 11.25 10.75 \ 5 N s 1•1 �� BENCH MARK--TOP OF NAIL IN Bottom 5.Q BARRIER G� RC B ttom Proposed l Bottom level o t p� p0 / 11.30 PAVEMENT=10.95 NGVD29 t0.05' I P (level) 4 & 9.0 in 12 �1.6 I I I see I 5 7 go N, �\ 2.2 --�` 22 3 a� � .:>; \ �� --' ' � �- I I----- I I Detail l TEST HOLE 2 °' a \ `' ' 2 C1t2. 1 N/F CHRISTIAN CAMP Use 6 Stone under 1.0 Adjustment provided 0 doh \ ROP. ''''> 1'x - (see High Groundwater DEPTH (inches) ELEV.(feet) \ x 7• WORK 2.4�� ,i•-in �121 MEETING ASSOC. • 7 11.1 1 . y 1.2 Determination 0 11.3 z LIMIT "\ 2.5 DESIGN DATA A layer 10yr 4/2 11.1 8 y SILT to.t �g 2.4 ,,. OBSERVED WATER=4.75 loam sand Q 5.2 O FENCE :. ..''... 2 14.1 ( 15.0 12.5 PAVED PARKING IL edge , AREA � 12.2 BEDROOMS: 3 E, 12 �'15.1 \/ \ HIGH GROUNDWATER DETERMINATION B layer 10 5 wetland ^ EG GARBAGE GRINDER: No /$ v � 92� � 1.8 � x t 5 \ 0 sandy loam vy r = ^ REQUIRED CAPACITY: 330 GPD min. Proposed leaching is within 300 of a saftmorsh. i N Q 11.8/ 32.. $.6 8.2 4/ ,q / \5�\NC' SEPTIC TANK: 1500 GAL. min. Observed groundwater on locus is 4.75 NGVD29, ^ 8 s 4" 0 S� \ indicating that use of monitoring well would not C1 layer 10yr 6/6 N F EMBREE STONE " / 46 - N \ BOTTOM LEACHING AREA: 415 SF work. (Spring tides are around 3.0 on NGVD / N N/F STRUBE ( p g )• 55' ° coarse sand PARKING , j \ [59.42' X 7')] The Frimpter method does not appear applicable (10% gravel) c) -- ) 13.6 SIDE LEACHING AREA: 66 SF based upon following nearby data: 'Y }• 11.b�� 11.8 „ 14 7 6.5 14.2 [132.9' perimeter x .5] Date Observed water Comment ACTUAL DESIGN CAPACITY: 355 GPD 1/22/96 8.58' (below grade) MIW29 Well 11.2= 7 observed water FOR PROPOSED GRADES OVER 1 / / - - - - - �• / [(415 SF + 66 SF) X .74 GPD/SF] 1 23 96 5.6 NGVD29 Embree-TH 1 $2" 4.5 LEACHING SEE SECTION A-A t16 N/F NORWOOD 143' S 6' W of PUMP DESIGN CAPACITY: 330 GPD locus TH 2 120" 1.3 100 L.F. of 3' deep Impervio us DOSES PER DAY: 4 10/24/96 6.57 (below grade) MIW29 Well BENCH MARK--TOP OF CONC. 11.7 Barrier-Topto be 0 El, 11.6 11/07/96 5.8 NGVD29 Norwood-TH 1 � RESERVE CAPACITY: 330 GAL. BOUND = 11.55 NGVD29 t0.05' 1 ` Top peastone prop. 12.3 locus TH 2 Prop. 11.6 Prop. 12.5 Landscape Tie along 186' S 13' W of �-* ELEV.(FT.) Prop. 12.o (edge Travelled Way LEACH AREA MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 12• 3 12 Note that ground water rose 2.01' at MIW29 at 1 same time it rose only0.2' at locus. Based upon ?2's: USE 7 H-20 CULTE CONTACTOR 100 S ARRANGED p , � . ews .. radp :;s;:::::::.-s: '>'::;: C G D 1O 9 10 i f I this data adjustment of 1 2 foot should be adequate. 1. VARY LEACHING TO WETLAND BY 12 t 38 f PROVIDED ) / ( ) #is ......... AS SHOWN IN DETAIL, WITH 2 OF STONE ON SIDES VARY LEACHING TO WETLAND BY 62't (38'f .PROVIDED) g 8 AND 3' OF STONE ON ENDS. 7' WIDE LEACH We are providing an adjustment of one foot. 2. VARY LEACHING TO PROPERTY LINE BY 8' (2' PROVIDED) C layer coorse sand TRENCH TO BE LOCATED 2' OFF TRAVELLED WAY. ALL ABOVE 310CMR 15.211 (1) & LOCAL REGULATION A 5' REMOVAL (2' ALONG ROAD) DOWN 32"t IS 3. VARY COVER OVER LEACH AREA TO 8" TOTAL. SECTION A-A *Use AFCO 30 Mil Vinyl Flashing, CALLED FOR. INSTALL IMPERVIOUS BARRIER ALONG J 310CMR 15.240 (9) or equivalent. Overlap ends by 1 foot, EDGE OF 5' REMOVAL. (NOT NEEDED NEXT TO ROAD.) SITE PLAN 4. VARY 5' REMOVAL TO 2' REMOVAL ALONG WAY. SCALE: 1"= 8' Seal joints with lap cement. PLACE LANDSCAPING TIES ALONG EDGE OF 2' 310CMR 15.255 (5) REMOVAL BY ROAD FOR GRADING. FOR 5. NO RESERVE AREA AVAILABLE. 310CMR 15.248 THIS PLAN IS A VALID COPY ONLY IF IT BEARS 6. VARY LOCAL ONSITE SEWAGE REGULATION, IF APPLICABLE, AN ORIGINAL RED STAMP NDS NATURE. BERTHA TOMAIOLO ALARM & PUMP NOTES PROPOSED WORK LIMIT SILT FENCE TO BE oF �RO�l A�LDs��� IN PLACE PRIOR TO ANY WORK ON SITE. 1. ALARM TO BE WIRED BY ELECTRICIAN ON o 45 LAUREL AVENUE CRAIGVILLE MA SEPARATE CIRCIUT FROM PUMP. � RV� L ' LEGEND 2. ELECTRICAL WORK TO BE INSPECTED BY s ?,!' _. `� ,N +* OCTOBER 30, 1997 SCALE. '30, WIRING WIRING INSPECTOR. , `" �+ � 'fE�a TH 1 TEST HOLE LOCATION, NUMBER 3. ALARM TO BE LOCATED IN HOUSE. SgA11Tpa\P W WATER LINE MARKINGS 4. PUMP TO BE CAPABLE OF PASSING 4'0wN ( G GAS LINE MARKINGS (IF SHOWN) 1-1/4" SOLIDS AND INSTALLED IN STRICT 1111 1 q- x 9.5 . 11.0 EXIST. & PROP. ELEVATIONS ('X' MARKS POINT) CONFORMANCE WITH MANUFACTURER'S RONALD J. CADILLAC, PLS, RSS --��- EXISTING CONTOUR SPECIFICATIONS. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN ---- PROPOSED CONTOUR 5. ALARM, ON, AND OFF PUMP SETTINGS 8 ARE EACH TO BE CONTROLLED BY A P.O. BOX 258 " * TREE (IF SHOWN, NOT ALL SHOWN) SEPARATE ADJUSTABLE FLOAT. _ WEST YARMOUTH, MA 02673 0 EXISTING SEPTIC COVER HEALTH AGENT APPROVAL DATE (508) 775-9700 El EXISTING DRAINAGE CATCHBASIN REVISED 11/19/97-CONTACTOR 100'S TO BE H-20. PAGE 1 OF 1