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HomeMy WebLinkAbout1520 OLD POST ROAD (CT & MM) - Healthr_,I 520 PjdPost `Marstons Mills A= 057 _005 - 001 -- TOJ WN OF BBAQRNSTABLE LOCATION ,� C,I ?0 S`' 1��C SI�A�E-#--Vn r,P VILLAGE , S ASSESSOR'S MAP&PARCEL M==*2'S NAME&PHONE NO. k_GCO/1 to�I f SEPTIC TANK CAPACITY 1000 LEACHING FACILITY.(type)'_ 1>rr (size) IM70 g NO.OF BEDROOMS 3 OWNER d7o Id PERMIT DATE: DATE: 1 ,U Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY \ \ \ t t L k 4 L t 4 \ k k 4"k % k 4 \ 4 L 4 ' \ t 4 • F r J F J f 1f tf f J / JM1•1 f J r F r f F J f 1 f J 1 J'r F f J 1 f � \;t�k f r 1 1 f f r f / f f F 1 F r 4 4 L 4 h \ t 4 L \ t t 4 \ L t h \ 4 • h \ L-4 t 4 t 4 \ \ 4 \ \ \ • \ • 4 • f 1...1 r F F'-r I f r f f 7.. f r f f f' r f ! 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City/Town State Zip Code- Date of Inspection_ Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important: A. General Information When.filling out forms on the � D compt.ter,use 1. Inspector: only the tab key - to move your Patrick M. O'Connell cursor•-do not Name of Inspector use the return key. Septic Inspection Services Co. Company Name 189 Cammett Road Company Address Marstons Mills MA 02648 RPM City/Town State Zip Code 508.428.1779 SI 12855 . Telephone Number License Number B. Certification a F 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 maintenance of-on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ® Passes w- ❑ Conditionally Passes ❑ Failsl �.r ❑ Needs Further Evaluation by the Local Approving Authority VSpe June 11, 2010 Job# 10-150 ctor'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. t5ins-09/03 Title 5 Official Inspection Form:Subsurface Sewage Dispo I System•P g f 17 Commonwealth of Massachusetts _ f Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1520 Old Post Road Property Address Annette Gaiotti & Don Goldberg Owner Owner's Name information is required for Marstons Mills MA 02648 June 11, 2010 every 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: Recommend pumping tank, leaching pit had 14-16"of effective leaching. 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•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts f Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1520 Old Post Road Property Address Annette Gaiotti & Don Goldberg Owner Owner's Name information is required for Marstons Mills MA 02648 June 11, 2010 every page. CitylTown State Zip Code Date of Inspection B. Certification (cont.) 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•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form _ o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 1520 Old Post Road Property Address Annette Gaiotti & Don Goldberg Owner Owner's Name information is Marstons Mills MA 02648 June 11, 2010 required 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 well". Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for 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 day flow t5ins•09/08 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 M 1520 Old Post Road Property Address Annette Gaiotti & Don Goldberg Owner Owner's Name information is Marstons Mills MA 02648 June 11, 2010 required for every page. Cityrfown 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-09/38 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 f Commonwealth of Massachusetts y z Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 1520 Old Post Road Property Address Annette Gaiotti & Don Goldberg Owner Owner's Name information is i required for Marstons Mills MA 02648 June 11, 2010 every page. CitylTown 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•09/08 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 M ,.•'" 1520 Old Post Road Property Address Annette Gaiotti & Don Goldberg Owner Owner's Name information is Marstons Mills MA 02648 June 11, 2010 required for every page. CitylTown 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 Seasonal use? ® Yes ❑ No N/AWater meter readings, if available last 2 ears usage d system. Irrigation g ( y g (gp ))� system. Detail: Sump pump? ❑ Yes ® No Unknown Last date of occupancy: Date Commercial/Industrial Flow Conditions: t 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•09;08 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 •'" 1520 Old Post Road Property Address Annette Gaiotti & Don Goldberg Owner Owner's Name information is required for Marstons Mills MA 02648 June 11, 2010 every page. Cityrrown 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: None 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 cesspoo! ❑ 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-09rJ8 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 y< M , 1520 Old Post Road Property Address Annette Gaiotti & Don Goldberg Owner Owner's Name information is Marstons Mills MA 02648 June 11, 2010 irequi-ed for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: Late 1980's Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): 2' Depth below grade: feet Material of construction: ❑ cast iron ® 40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): 1' Depth below grade: feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes .❑ No Dimensions: 8.5' long x 5.2'wide- 1000 gal. Sludge depth: . t5ins-OW08 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 1520 Old Post Road Property Address Annette Gaiotti & Don Goldberg Owner Owner's Name information is requir=ed for Marstons Mills MA 02648 June 11, 2010 every 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 24" Scum thickness 3„ 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 40" 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.): , Liquid level in tank was found at bottom of outlet invert, tees were intact and clear. Recommend pumping tank. 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-09108 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 1520 Old Post Road Property Address Annette Gaiotti & Don Goldberg Owner Owner's Name information is required for Marstons Mills MA 02648 June 11, 2010 I evert page. Cityfrown 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•OS108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M , 1520 Old Post Road Property Address Annette Gaiotti & Don Goldberg Owner Owner's Name information is required for Marstons Mills MA 02648 June 11 2010 every page. City/Town 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 0" Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): Liquid level was found at bottom of single outlet.pipe. Box had some solids carryover and no high stains. 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.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts F Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M •''t 1520 Old Post Road Property Address Annette Gaiotti & Don Goldberg Owner Owner's Name information is required for Marstons Mills MA 02648 June 11,2010 evary page. City(rown State Zip Code Date of Inspection D. System Information (cont.) Type: ® leaching pits number: One 6x6 pit. ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ 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.): Leaching pit was found empty with a high stain line 14-16" below inlet pipe. Observed 3-4"of sludge in bottom of pit. 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 l5ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 17 Commonwealth of Massachusetts F Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1520 Old Post Road Property Address Annette Gaiotti & Don Goldberg Owner Owner's Name information is required for Marstons Mills MA 02648 June 11, 2010 every page. Cityrrown 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.): 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.): l5;ns•OS108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 II Commonwealth of Massachusetts y r Title 5 Official Inspection Form x Subsurface Sewage Disposal System Form - Not for Voluntary Assessments w„ 1520 Old Post Road Property Address Annette Gaiotti & Don Goldberg Owier Owner's Name information is Marstons Mills MA 02648 June 11, 2010 required for — -- every page.a e. City/Town 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 . f r / ! f '!•/yJ f J / / / f / / J / f ! f / !yf ! f f f / f f J I f v \ \ 4 \ \•\'\'\ \ \ \ 4 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I f /`/ / f ! / f I / ! / / f r ! / J f f / f I r J / f / J f / r r J \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ k \ \ \ \ ♦ \ I !�f f \/ \ f\J\f \f\/\/\r\!\ 4 \ \ \ \ \ \ k \ \ \ \ ! r J ! J ! IN / ! / \/\/\/♦J\/\I /\/\/\1\J\/ f J\/\ J J \ \/♦f\!\/\J\/\f\/\J\/\/\/\ \/\/\/\/\/\/\/ / f J / J ! / r / r r / / r / / \ ♦ \ \ \ \ \ \ \ \ \ \ ! ! 1 / / \ \ \ \ \ \ \ \ \ ♦ \ \ 1 � F 18 9 �E 25 r=Ms 0 33 23 wr Old Post.Road Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1520 Old Post Road Property Address Annette Gaiotti & Don Goldberg Owner Owner's Name information is required for Marstons Mills MA 02648 June 11, 2010 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water �j Check cellar ® Shallow wells Estimated depth to high ground water: 20+ 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: USGS topo map and town GIS. You must describe how you established the high ground water elevation: Town groundwater contour map shows water at el. 20 and topo map shows property at el. 50. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts N d Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments tiM 1520 Old Post Road Property Address Annette Gaiotti & Don Goldberg Owner Owner's Name information is!requi-ed for Marstons Mills MA 02648 June 11, 2010 every 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 SewagO Disposal System either drawn on page 15 or attached in separate file t5ins•0908 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 Laf 05- 6s - Coo 4/to �1�! zoc- Spa CIA ��y n �� 3 2a/ 1 z I of 0 T 6N � � o P � all ` Lzg H ♦y L 0 y OI< � � OI i, lS•Y' ��3'G' � J O 'LO r © iYY4a} tLVS[ jW(s N0 d0•V )I'�i ayf lDaVl -tav VY RrlE fa•!T'Vb 74 oy.�ovcR � � I D.,InxAL � I i •I V Vit L '7 HT.ItT h : rx LA., — . iv�Ly V(R liy � Yamx{ krtTuuJ +. � A2KFyT 4L VIE • i YER1F a> II Qs I�7 i SwL ass�w.� O 0 � MtO W I ' � Cw•$'f * 'i .a�t� CNDiIV4 vf•4f L(MO OEL •!T ' ORIO�I+. �.D[uYM Y-loLID \ \S V41LT[RG CN Lam[/ C - _ l'J•II � LGVtI FLOOII F�ai Dow✓r7 �/!/ T 0R I"� �� _7-10` I SEW � +n�oavr c.y.. I orrlo..in�34.DLala•' .O _ fTVD3 to Aoa Vyf I fpR ysE/ DOWM - M St[E:�•`�y-p.V[ �[r��_ _i�Da� I PAS 1� SinYYI -,fEt F-7 _ - of/ �}• 1/'IFGE of ,$iEEL l+na4cR p'bou , MATGMIwV. CC� li'a ~s• 3 4 aV• l I�V.ppVYDs Yi ' ER Fy iVVLx} v ELI{y I>T Imo\ �'I FIR[ 0.0Ct`/Q ALL GA R.I•LE I`\ IN$VLATG ALL 4A lsoE �.L^ O O y,tv D p � O }VVLa ' _ — �L�aLG �.ln L!` _ _ _ I Ea• Nd 7 S' -'(pEW.y.ttL gEA.. SEF tN4.$ieGS� i W O ax.D !S i vsa C r4'oc. �.14'at. REuy EV y O 4 t.TII ,,..JJI I FlHII�11 May(dL 1' .9 aQyf GIGS AtGM dYSa YID I �RE VSE 9ou'7 F.tcx4 L.k_ W�®Ill 4 a FI RtT r 4� L , .Asse�sor's'-offioe (1st floor): ._ S �-��" 00 `C_ TNe.r Assessor's map and lot number ' °. "' ' P f Board of Health Ord floor): Sewage Permit number 33AS19T4DLE Engineering Department (:�d floor): E'-�..jS oo rbs9; \0� House number .............................. / APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION .FOR PERMIT TO ..C. .�.ST/�.l.J :........./.....S/NG F......... /I. ............................. TYPE OF CONSTRUCTION ..........zvoo 0 Ir............. ............................../Ub------1'9 .� TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ...... D / OLD //D. ...... ............. 5 j /2J/�e5 7QNS RAJ/4-L-S ......................................................... ...... ........................................................................................... Proposed Use .... ......................... Zoning District ........1.....�.....................................................Fire District ........... Name of Owner .....A. .yS/ E.....f�L. .'�......C�.......Address ....p..�... ............................................................C' " Name of Builder J� Address �.........................�:. ..................................................................................... Name of Architect /• l�fJ/V S�E ........................Address .............0 U/-61.�.7 .............................................. .................................... Number of Rooms �.........................................Foundation �.... U'e C OAICRzE r'C ................................................................ Exterior L'�A1,130/1x D .....```....S.17Ja/6L 1 / j1'l ✓ � 7` .: Roofing .......... ..................................................... Floors ... !{�'v�.7 ..�?'"...VAN...Y.�I...................................Interior /N 9 U�a� ............................................ ............I.................. Heating T.......L!/✓? 7E: .....Plumbing ... .v .......`?�....C.���P�.� � ''�1Tl1-5 .................................. FireplaceG 7F..... ..,OC/C.... '.. k «............Approximate Cost .......f../Dt.4,..�.. ...................................... G Definitive Plan Approved by Planning Board ________________________________19________ - Area .....:.................................... Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ..../ . .' �L .......................................... Construction Supervisor's License O6. 6 ..` TOWN OF BARNSTABLE LOCATION /5_20 'Pont /2c] SEWAGE# 0 VILLAGE ASSESSOR'S MAP&PARCEL 57 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 1Oc. 0 Ii ,o c.x's Jh, LEACHING FACILITY.(type) 61 61 AQC 3(nI(4 t4Zo (size) 31c Yo NO.OF BEDROOMS 4 OWNERW�\d Cryi� �Q PERMIT DATE: 5- 11 - -Lot COMPLIANCE DATE: e O Z-0 ® Z®t0 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 4zi 11 Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) po Feet FURNISHED BY C 4 A 9LA)i G L YL�a✓f f i 5 S Bti �8�5 y co. Ds' �� y No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Y. Application for Mi5pogal *p6tem CottgtTucttott permit Application for a Permit to Constru,t( ) Repair`_ Upgrade O Abandon O ❑ Complete System ❑Individual Components Location Address or Lot No. 15 2-O O 11 Poo- 1&,9,4 Owner's Name,Address,and Tel.No. /D017 601d t'o� MA5re-6v Ot t,;11 f 632o S,wxenw Assessor's Map/Parcel 5j 7 / S-0 ( ff SgJT l,� & Installer's Name,Address,and Tel.No.e4pe ,Ote Designer's Name,Address and Tel.No. 'T, C. �+�(YLRJt1c '7(.3 Zx rY CVAW 6e.,-t.l-v,.Ut ✓ham o2c.3z wAvc.Orvq-n." Type of Building: Dwelling No.of Bedrooms e Lot Size 56�2-02.± sq. ft. Garbage Grinder ( ) Other Type of Building /��+t � No.of Persons Showers( ) Cafeteria( ) Other Fixtures l �' Design Flow(min.required) `Y `f O gpd Design flow provided �6j. gpd Plan Date 7"1`1—20/J Number of sheets Revision Date Title 11 2a D t4 /1 r Size of Septic Tank 1000 `fit Type of S.A.S.( Z 5 tbr,t_ -P {- 4-id e I Description of Soil d -1 C y8 Nature of Repairs or Alterations(Answer when applicable) b '1 'C✓'`ar.-,L^ Date last inspected: �rD Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Flcalth. Sig ' Date '3 Application Approved by Date Application Disapproved by: Date for the following reasons Permit Date Issued -- — -------- /,No. � / f> , Fee THE COMMONWEALTH OP MASSACHUSETTS Entered in computer: (� �PUkIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS VY v ' ZfppricationJor MigpogaY *pgtem (fongtirUct b' R Permit �u fi Application for a Permit to Construct( ). Repair`��Upgrade( ) Abandon( )~ ❑ Complete System ❑Individual Components Location Address or.Lot No. /,SZ O O a.(J, OS3' 1&,q4 Owner's Name,Address,and Tel.No. Doe7 6 o)u�o2lcy ' MA'S n n) j�%! l/f (i32o S,GIz�YJl�4v0 +'1 Assessor's Map/Parcel S 7 / �-© �) s� SR/T GA�+e G Una/ Installer's Name,Address,Ind`Tel.No.Gj4Peu,,'6kP L -1t io_•3<5 Designer's Name,Address and Tel.No. 7. c. w A,c u-04vi-, 4 Type of Building: Dwelling No.of Bedrooms 14 Lot Size Jz 2 oZ ± sq. ft. Garbage Grinder ( ) Other Type of Building : le `F+ No.of Persons Showers( ) Cafeteria( ) Other Fixtures D{ign Flow(min.required) `7 `1t gpd Design flow provided 7 j gpd ~Plan Date r]" Number of sheets Revision Date Title / 20 D Ld r " ! Size of Septic Tank /coo 6 Type of S.A.S.( Z Description of Soil qS 'i Nature of Repairs or Alterations(Answer when applicable) N C�✓ 7-� Fo /�,J (. �/w�..��" ! Date last inspected: -70rZ> Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of H lth. I Sign Date O - b(o Application Approved by /. Date Application Disapproved by: Date for the following reasons '-1 Permit No.,. i Date Issued i THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (�) Upgraded ( ) Abandoned( )by�� ,J;t� 01.4r o✓(�CS (.,� c at 151� ��.ca PO S i 2e g a >VI A,rST 01 /1,7 j� has kX tructedJn c ance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer �p//yam.���p ,F-C.tfJ✓i')-C (,,LC_.- Designer 5 .4. cz_xI I #bedrooms ` Approved dee�1. n flow �y o gpd The issuance of thi permit shall not be construed as a guarantee that the system will fu cii roj as designAed. 'c Date ` a�! Inspector ' ►`J :- ——— ———————————— ——— —————— No.G r'N I' j --- -'--- Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS 33i5po5al *pgtem Congtruction Permit Permission is hereby granted to Construct ( ) Repair ( yC) Upgrade ( ) Abandon `( ) System located at j�p (�(_,� IY o:'-jf o oij yg4tf 5 tbn) i 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: Constructio ust be completed within three years of the date of this '�rtvit/ Date Approved by Iles DEEP OBSERVATION HOLE LOG Hole# 1.. . Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel 12.-1 b Alb LS f0Yr 212 G 5 10Yr y/6 DEEP OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel 6-' 2- 1 b-L18 6 GS OYr s/6 ^ y8-1 U0 G 145 2_';Y 1/6 a DEEP OBSERVATION HOSE LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consiste Gravel) Flood Insurance Rate Mau. Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes Within 100 year flood boundary-No-j. Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? `tt5 If not,what is the depth of naturally occurring pervious material? Certification I certify that on j0 27"9� (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and exp ' nce described in 310 CMR 15.017. Signature Date Q:\SEPTIC\PERCFORM.DOC I Town of Barnstable P, Department of Regulatory Services Public Health Division Date ra3q �e� 200 Main Street,Hyannis MA 02601 Date Scheduled / ! v Time�v Fee Pd. Soil Suitability Assessment for Sewage isposal D ' / n , p , Performed By: t � j T SCSI Witnessed By: d/U U LOCATION & GENERAL INFbRATO Location Address 1S'j o Oj� Y T 5( /` o p, Owner's Name 6 � 7 Address Assessor's Map/Parcel: o -7_ oa S — o o I Engineer's Name SC E05r0a""15, 10C, NEW CONSTRUCTION REPAIR Telephone# JQ Z-73—6 3 7 7 Land Use 51ybte Vavnc ty G W4( Slopes(%) Z�-5 Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line 710 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) 522 AacW� eloA o�kwas4t Parent material(geologic) Depth to Bedrock 7 (26 b5s_ __ .. s t�z�`' � t2m`. Depth to Groundwater: Standing Water in Hole: 7 b./_ Weeping from Pit Trace � 65s.. Estimated Seasonal High Groundwater 12 tO`ASS !DETERMINATION FOR SEASONA-L. GH'WAT R TABLE Method Used: VITeCIV 6t05eTud'l�� 7i2 G Depth Observed standing in obs.hole: 7 12 4-1 In. Depth to soil mottles: in, Depth to weeping from side of obs.hole: 71 z6 in. Groundwater Adjustment ft• Index Well# Reading Date: Index Well level��, Adj.faCtor — AdJ,Groundwater level PERCOLATION TEST A Observation Hole# Time at 9" Depth of Perc 4 _ Time at 6" Start Pre-soak Time @ Time(9"-6") _ End Pre-soak 10 75 Arl ' Rate Min./Inch. Site Suitability Assessment: Site Passed Y2.3 Site Failed: Additional Testing Needed(Y/N) N Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC fi f` 'Town of Barnstable Regulatory Services 5i 'Thomas 17, Creiler, Director l T{AxMd*ABLC bdAdle. Public Health Division "Chomas McKean,Director 200 Main Street, Hyannis, MA 02601 I)11tC: �Q SCWage PCrritit# 2-0 3S/ Assessor's IVlrip/parcel S 7/. Installer & Designer Certification horm Installer: Ga , cw�dr.. Lv)ier P Address: :.w.°:'. _._.......... Address: �ys1 k�ere�,�rv� H R 61,;'.3c� � f<r�!"�t1.t ✓Yl/} -- -... - ............,.....__..._......................._._. .., ,__...--' ._........ ....,.......,,,.,..,................... o /� 02co3i Oil o "t�-20 t0 (, �ewiC�� �rt� �=5e was issued a permit to install a (date) (installer) scrtrc system at I �� (Jld �L51 based d on a de .,.,�, ba e Sian drawn by (ad(.iress) L trt t�e�rfne Tv) dated Sul t`1 2ot� (designer) t certify that the septic system referenced above was installed substantially according; to - the: design, which may include minor approved changes such as lateral relocation of the: distribution box rand/or septic tank. Stripout (if required) was ins ected'and the sods ��cr� fOtUtc1 satisfactOrv. I certify that the septic system referenced above was installed with i-na;jor changes (i.e, greater than 10' Interal relocation of the SAS or any vertical relocation of any compone,rt of the septic sytitcm) but in accordance with State & Local Regulations, Plan revisk.m clr certified as-built by designer to ibllow. Stripout (if're ttspected and the sods were found satisfactory. V :L tIw (In., aller's Sigr flare) No 616,,7 �f51EEti�. ......_.. .__ .-._. .. ... ___...... ...__._._T .............._ designer s Sig;natur (Affix esi e s mp 1-[ere:) PLEASE, RCJJJRN 1 O BARNSTABLE PUBLIC IJALT11 ,D,IVISION. C,:�RTIFIC AT OF COMPLIANCE. WI[ L i�Q'1° I3F: [~SUED UNTIL S- ��U I'H T>kEIS �'UR]VI AiVD A..r [3r.''ILT CARD ,kRE RECEIVED BY'I'>EiI� BARN TABLE I'�[ �I.,IC I)<I;AL�`I�>l)1V(�)l THANK YOU; , :I :,. 1111 i• �i`I�:It'll't"li:li:l!Ii.'.::•1:':.I.:i TO "d 4920 22-Z 809 1" ONIa33NION80f Wo V2: 60 0T0Z-1Z-100 `J • ,„� � � TOWN OF BARNSTABLE / LOCATION �,9'% (�/�i� ��/ o SEWAGE # VILLAGE ASSESSOR'S MAP & LOT - - INSTALLER'S NAME & PHONE NO. f h2,s�'yl( e� Sd/�• SEPTIC TANK CAPACITY G <> LEACHING FACILITY:(type) ��GiC�i // (size) �.,??�Q/1/.10 NO. OF BEDROOMS -3 PRIVATE WELL OR UBLIC ATE BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No �„�'' .�, f �.- �` � i 1 a ' � f � { � � '� f .�°� � �'�� 11 ..._.._..........._.._.__._....._._...__........._-.._..............--..._............._...__._..._....----------............................................_.._.._..._.._................._......-'-............_.._......__._._.......__.........__.._...._.........._.._..........._...._._._.......-- ...... -- ._.._...._........----"--........_._......._..:,-'--'- ._....._..........._..._..__.._.._.....__._....._.._..._.__...._........._...._.................__.....__......._....._._..._.._.._..._....__.......... .._......._........_.._-'-"----.... --' -..__....._._._........_...:_........_.._.._.._......_............__..._....g.e tt--,-.tT....�.........._._..._...!..^_t.._._........_......_..._._..........__........._......................__..............t J T.O.F.EL. S6.S't PROVIDE EXTENSION RISER FINISH GRADE OVER'DSOX= 52.5t I' PROP.VENT WITH CHARCOAL - GE€VE:RAG... i1Sd�E TES WITH COVER OVER INLET M r SCHEDULE 40 PVC MIN.SLOPE 1% FILTER TO ABOVE,GRADE FINISHED GRADE OVER BIODIFFUSERS= 52,0'-53.0' - OUTLET TO WITHIN 6.OF F.G. - ' I I INSPECTION PORT WITH ACCESS BOX TO 0 2%MIN. i 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISH GRADE REMOVABLE WATER-TIGHT COVER OVERWITHIN 3'OF F.G.(ONE PER TRENCH) METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRO AL END,EL= 55,8't FINISHED GRADE OVER TANK EL=55.0'f RISER TO WITHIN e'OF FINISHED GRADE - -._....._....__.__.__..._.............._......_.....__._......__. .____._-_-__....._...... _.._........_.___.._._..._.-_. ...._.___._._....__. . 2 13 PLAN BE APPROVm BY THE BOARD OF H D THE IN (A_.. _ _.___--. .__�..._..._.___ _......_.._...._.............._. _. .-................ ......._..__..._..._.._.._. ___ MUST EALTHANDE AND ANY LE I Y Wt `:=77f\�J��f l n ...___ ... _.._. _...._.. [SLOPE ..... . _...._,- DESIGN ENGINEER , 3: 4-SCHEDULEWC PE WITHW TER TIGHT JOINTS SFWl BE USED IN DISPO.,AL. �....... ::........ PVC SEWER PIPE 36-MMA7L SEE NOTE 21 PROPOSED4- :._..:.........._:......... ...............::.........__._................._..........._.':......... SYSTEM UNLESSNOTED.FJY U OTHERWISE 'ram pJ�V�7( WATERTIGHT' 4 5-DIA OUTLET(S) MAX TOP OF Q8•QQ' �} TO PREVENT BREAKOUT,THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN �- I1 Cy t 1 1 LEAN SAND Ui ON. FROM SAS.AND THE TOP OF /-PROVIDE WATER HT' ELEVATION d8.00'FOR A D197ANCE OF 15'AROUND THE PERIMETER OF THE SAS.UNLESS A § IO' I mace ,* 4'WC IN FROM / JOIMS ) C 40 MIL GEOMEMBRANE UNER IS PLACE AT LEAST FIVE FEET .. 14 �,(?';, SEPTIC TANK 4-PVC OUT TO 1. 9 18.TYP THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. ! --'-_. LEACHING FACILITY : (TYP•) 1 ' p 10 75-ryp I 5. SLOPE ALL SCUD PIPE AT 1.0%MINIMUM. CONTRACTOR SHALL CONTRACTOR SHALL 50.50' 12' ) I y I 6. THIS SYSTEM IS NOT DESIGNED FORA GARBAGE DISPOSAL ; VERIFY S¢E AND 48'VERIFY CONDITION OF OUTLET 50.33' 47.5T 46_67'(LAID FIAT) 2875'(34.5�-+�-5.75'�•�7 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK i CONDITION OF EXIST: EXISTING TEES + (TYP.) FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION.SYSTEM IS AN SEPTdGnTA�N1`C•--�s,�r�.y NECESSARY oAA� GAS BAFFLE OVER M ECCW W�CALLY OUT FIRST OBTAINING APPROVAL FROM BOARDHEALTH ® N d 5 COMPACTED BASE .p. D DESIGN ENGINEER. m.P FOR BOTH TRENCHES) 11• B. ELEVATIONS BASED APPROXIMATE M.SL DATUM OF 54.OV ESTABLISHED O _ OX _ �' ._a DI LEVEL STABLEB i '......... . ...... ..... _._ .................. .....__. ....__..___..........:........._;.......: t...................................................._......_.............._..........__............-----..._....-- OUTLET GROUND WATER E 5'MIN TO BE INSTALLEDN AON A NAIL SET IN 14'OAK TREE AS SHOWN ON PLAN BASE FIRST FEET OF LEV. <Q1.5O' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCT ION EXISTING 1,000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT BIODIFFUSER(PROFILE) BIODIFFUSER(END VIEW) 1S88-DIGSAFE AND ANY OTHER APPUCABLE AGENCIES.REPORT ANY DISCREPANCIES ' _CROSS SECTION VIEW E TO THE DESIGN ENGINEER XA•;T';r::..,::.:v=;'i:' SEPTIC TANK PROFILE DISTRIBUTION E4®X C1ET}t1L 3� r�1�C 3�1��{d:?6 f:s�C)) �It��'I�d-�1��9�5( i-LCt} TO A i'VR3i d NCY'Y ';^s!wTrr:=:;J;;;.T,;z,F.N_ NOT TO SCALE NQT TO SC•I F NOT TO SCALE 10 G ._.._._.___.._...._.___._. u-.._...-__-_____.__._...._.__.._...___.___..___._....._.._.__,.._.._....__._._.__.._... _ ALL JOINTS WHERE PIPE ENTERS AND E70T5 CONC.5TRUCTURES SHALL BE MADE WATERY Mi. TESTy+ L•�}-{-7•� y p :11. NO DETERMOWATKIN HAS BEEN MADE AS TO COMPUlW CE WITH DEEDED OR ZONING d �.7 S £'!S SJI I i"t REGULATIONS. OWNERIAPPUCANT IS TO OBTAIN SUCH DETERMINATION FROM i PERC NO. 12B90 APPROPRIATE AUTHORITY. STATE HIG ) INSPECTOR. Dav d W Stm mm.RS 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS HWAY EVALUATOR MItl aM Plmentel.EJ.T. THEYLOCATED WITHSTAND H 2ODRIVES OR LOADING TRAVELED WAYS IN WHICH CASE I VARIABLE WIDTH-ROUTE 28) CS.E.APPROVAL DATE Oct 27,19" . I July a 2010 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT,DUST AND FINES. DATE: TEST PIT O: 1 14. WHERE REQUIRED,CONTRACTOR SHALL REMOVE ALL LOAM,SUBSOIL AND UNSUITABLE I MATERIAL IN AREA BENEATH AND FOR 5 FT.ON ALL SIDES OF LEACHING FACILITY. I ELEV TOP= 520P REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, I S85.OS15'E FI FV WATER FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15155(3)_ N61.2T2 85.7T i,S CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN 66.66 PERC RATE- 2 mInJhhch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK DEPTH OF PERC= 48--68- 18. PROPOSED PROJECT IS LOCATED WITHIN: - . `� t TEXTURAL CLASS: 1 ASSESSORS MAP 57 PARCEL 5-01 a I - OWNER OF RECORD: DONALD J.GOLDBERG&ANNETTE GAIOTTI j _� - 0' 5200' ADDRESS 8320 S.WRENHAVEN ROAD - `v2Tp8�5 i ' i _ SALT LAID=CRY.Uie4,21FIl j �NVE A'1p29. ,7 ��, 51A0' -`n P•V i ! aE t0Yr32 50.BT FEMA FLOOD ZONE C Srod -PROPOSED 4-PVCVENTPIPE; 18' COMMUNTYPANEL# 25000100180 t EXACT LOCATION PER OWNER ,� } B Loavry Sand 17. DEED REFERENCE LAND COURT CERTIFICATE 114514 I 1DYr 516 i I 2 ROPOSEO INSPECTION PORT WITH q� 18. PLAN REFERENCE.' LAND COURT PLAN NO.39483-B f 4W 48.W I t2c4=' ACCESS BOX TO GRADE(TYP OF 2) p� 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. _ ROP.TOTAL 18 ARC 68' �' 20. PROPERTY UNE INFORMATION IS ONLY APPROXIMATE THIS PLAN IS TO BE USED ONLY 36HC 14-20 BIODIFFUSERS O -. FOR SEPTIC SYSTEM UPGRADE.JC ENGINEERING WILL NOT ASSUME ANY LIABILITY I ^, t (BCIFFIISERS EACH ��Q-, C FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE I Madlwn SeM \ ) 4i 2.5Y 618 21. W ACCORDANCE WITH 310 CMR 13.101-15.403,THE FOLLOWING LOCAL UPGRADE I /620 ` QO yL`O APPROVAL L4 REQUESTED FROM 310 CMR 15.221(7): i (I.)A 20D'WAIVER(3:OV-6.001 FOR THE MAXIMUM COVER OVER THE LEACHING FACILITY. E „<-> o" LOCUS PLAN iw SGALE,-=,66V 126- 41 57 I -•�. \� PA�Q No Mo00n9.Standing or Weeping Observed Nao/lR�s�m a•oex DESIGN 'a�11Tl1 TEST PIT DATA T LEGEND -✓ Elev.-54.W - E Approx.M.S.L i PERC NO. 12880 5Ri0 EXISTING SPOT GRADE _ MAP 57 INSPECTOR David W.Staff RS - NUMBER OF BEDROOMS(DESIGN) 4 IT'S PARCEL 5-01 < EVALUATOR Michael FlrthantBl.EJ.T. EXISTING , { DESIGN FLOW 110 GAUDAYIBEDROOM C.S.E.APPROVAL GATE OrJ.27.1999 - -`�- - EXISTING CONTOUR 58,202 S.F3 GARAGE 4; / PRO _ ... -. TOTAL DESIGN = Y TEST PIT& 0 2 -N V- EXISTNGEWATER UNE v T S ROW 440 GALA7AY Jhdy 6.201 USE EXISTING ON SEPTIC TANK ` i_ 50 ...e;j f;;.fZ'-v AS PAR" - : ..f;SiGr; ELEV TOP 5200' DESIGN ROW X 300% 880 GAUDA GAS- EXISTING GAS UNE ELEV WATERv e41.50' IZC) Q 1 : ��__ PERC RATE_ V TEST PIT LOCATION G 1 000 GALL / = V 3 INSTALL 16-ARC 36HC(#36166D)BIODIFFUSERS(H-20) i DEPTH OF PERC n EXISTING 1,000 GALLON SEPTIC TANK EXISTING -'., r 1 r hry ry m - 3SmROOM -�T.,`F'�.% <? / a• i SYSTEM CAPACITY TEXTURAL CLASS: .1 i Y. ry / SWING-TIES SCALE I-=20 CWEWNG F PROPOSED 4.SOLID SCHEDULE 40 PVC PIPE TOF c 56.5'3 / -1 F DESCRIPTION I, H61 HC-2 RlflfIIFFl hAFA MYNSR I AS I' -m Iy (TOTAL LF.OF BIODIFFUSERS)(7.6 SFAS(0.74 GPD/SQ.FT.)= GPD lr �£ 6 ys^ O PROPOSED DISTRIBUTION BOX U (80.01(7.0 CFA•F)(0.7J CALJCQ.FT.)a 101-e CAL LEM1CI ZING!DAY 52.00 BIODIFFUSER CORNER(2) 84Z 59.1' � � �PROPOSED ARC 38HC(iKi616BD)BIODIFFUSER(H-20) r v` BIODIFFUSER CORNER(3) 78.8' S8.2' TOTALS:' - AIE 51.00' jr / BIODIFFUSER CORNER 4 902 78.3' 18' SQeT _ TOTAL NUMBER OF BIODIFFUSERS: .N)TSgTL,w , / is �' Loaffry Sand 1" �� C171!- ) TOTAL NUMBER OF COUPLINGS: layrsis 0 B : ` •.a.-_ •`. 6P40 SOFT ' 250,02' ^�""'r• YC:i s4 .,.,..i...` TOTAL LEACHING CAPACITY: 461.8 GALJDAY ._ -•- �. 4) TOTAL LEACHING AREA: REV. DATE BY APP'D. DESCRIPTION /50- .� so (�' `• 46- 48'0" PROPOSED SEPTIC SYSTEM UPGRADE / U.P.S96d? a PREPARED FOR NOTE: CAPEWIDE.ENTERPRISES 'O Mod=Send MAP 57 )W EFFECTIVE LEACHING AREA OF 7.80 SFAF OBTAINED FROM THE C PARCEL 5-02 t DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER 2_5Y LOCATED AT ` •a -MODIFIED CERTIFICATION FOR GENERAL USE-ISSUED TO ADVANCED DRAINAGE SYSTEMS,INC.ON OCTOBER 3,2003(LAST NOTES: � (1) 1520 OLD POST ROAp 1 MODInmrroRuARY18,2010).TRMSMITTALNUMBQL-W000052" M ................................. ........................................ TONS MILLS,MA 1.)MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF I 3 .......-.........__..... _ EACH SEPTIC SYSTEM COMPONENT. 1 CALF 1 INCH=20 FT. DATE JULY 14,2D10 2-)CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE ) No Mo011rg,Standing w Weep6q dOheaved o_ -ho A m_- -°°Fir PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA , PREPARED BY. RESERVED FOR BOARD OF HEALTH USE JC ENGINEERING,INC. SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH i - 2854 CRANBERRY HIGHWAY IF SOILS ARENOT CONSISTENT WITH TEST PIT DATA 2' EAST WAREHAM;MA 02538 1)ENTIRE PROPERTY IS LOCATED WITHIN THE ESTUARINE WATERSHED ONLY SITE PLAN E703TLNG 508.273.0377 AND NOT WITHINADEPAPPROVEDZONE2 GARAGE !.. ._.. _---'--._._.__.._._..--____..__'-'_--- ....__.. SCALE I-=2d ' ___..._...._....-, may.MCP IChetlu:d ay.RC......JOB ll:x 1®1 T.O.F. EL.= 56.5'+ PROVIDE EXTENSION RISER FINISH GRADE OVER D-BOX= 52.5' PROP.VENT WITH CHARCOAL GENERAL NOTE S WITH COVER OVER INLET& 4"SCHEDULE 40 PVC MIN. SLOPE 1 % FILTER TO ABOVE GRADE FINISHED GRADE OVER BIODIFFUSERS= 52,Q' - 53.0' OUTLET TO WITHIN 6"OF F.G. INSPECTION PORT WITH ACCESS BOX TO SLOPE @ 2% MIN. 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISH GRADE REMOVABLE WATER-TIGHT COVER OVER WITHIN 3"OF F.G. (ONE PER TRENCH) METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FND. EL.= 55.8'-1- FINISHED GRADE OVER TANK EL. _ jj,Q'•I- RISER TO WITHIN 6"OF FINISHED GRADE CODE AND ANY APPLICABLE LOCAL RULES. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE } DESIGN ENGINEER. „ PROPOSED 4" 9„MIN. ( 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL EXISTING ING 4 36 MAX. SEE NOTE 21 5"DIA. OUTLET(S) TOP OF SAS B.O. 48,00 OUTLET PIPE � PVC SEWER PIPE p ' SYSTEM UNLESS OTHERWISE NOTED. i �� 60 MAX. / = 3"DROP MAX p PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 6" 3" 2"DROP MIN 3" 9 MIN.SLOPEt�1% JOINTS(TYP.) ELEVATION=48.00' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A - -- ---- = { --- CLEAN SAND 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 10" 4"PVC IN FROM li 14" �* °-}- SEPTIC TANK 4"PVC OUT TO 1.33' p THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. �- *52.� _ O LEACHING FACILITY (TYP-) 16 TYP 0.90' 10.7+'TYP � 5. SLOPE ALL SOLID PIPE AT 1.0%MINIMUM. CONTRACTOR SHALL CONTRACTOR SHALL 12" 6p , I 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. VERIFY SIZE AND 48" VERIFY CONDITION OF OUTLET TEE 50.50 MIN. 50.33 47.57' \ 46.67' (LAID FLAT) 2.875'(34.5")--+----5.75'� 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK CONDITION OF EXIST. EXISTING TEES 6"CRUSHED STONE 5 0' (TYP.) FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS SEPTIC TANK AND REPLACE AS GAS BAFFLE 4�U�OVER MECHANICALLY NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH NECESSARY COMPACTED BASE ( ') 5'MIN. 11.50 AND DESIGN ENGINEER. 5 OUTLET DISTRIBUTION BOX 40.0'(TYP FOR BOTH TRENCHES) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 54.00'ESTABLISHED TO BE INSTALLED ON A LEVEL STABLE ON A NAIL SET IN 14"OAK TREE AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV= < 41 .50' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION EXISTING 1,000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT CROSS SECTION VIEW BIODIFFUSER (PROFILE) BIODIFFUSER (END VIEW) 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES �g TO THE DESIGN ENGINEER. *CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL6 ARC 36HC (# 616BD) BIODIFFUSERS (H-20 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC.STRUCTURES SHALL BE MADE WATERTIGHT. TO ANY WORK & NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE TEST PIT DATA 11 REGULATIONS. OWNER/APPLICANT TION HAS BEEN ES TO OBTA AS TO InN SUCH DETPLIANCE ERMINATION ON FROM TH DEEDED OR ZONING • � APPROPRIATE AUTHORITY. PERC NO. 12990 ' `"` �' fi► INSPECTOR: David W.Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS STATE HIGHWAY �� LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE r '*`� EVALUATOR: Michael Pimentel, E.I.T. (VARIABLE WIDTH_ ll THEY SHALL WITHSTAND H-20 LOADING. ROUTE 28) 4 P w * C.S.E.APPROVAL DATE:'Oct.27, 1999 '� ' DATE: July 6,2010 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. ELEV TOP= 52.00' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, K . S85°05'15"E ` FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). N$1°2720"E ti o ELEV WATER= <41.50 65.7T 66.65' ZON E 2 r# • PERC RATE = 2 min./inch 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. CID16. PROPOSED PROJECT IS LOCATED WITHIN: - 'x DEPTH OF PERC= 48"-66" it TEXTURAL CLASS: 1 ASSESSOR'S MAP 57 PARCEL 5-01 q z trite , OWNER OF RECORD: DONALD J. GOLDBERG&ANNETTE GAIOTTI a v a o" ADDRESS: 6320 S.WRENHAVEN ROAD 0 .., 52.00' 54-'" LOCUS Fill SALT LAKE CITY, UT 84121 r n 12" Loamy Sand 51.00' Pv '� 6 10Yr 3/2 50.67, FEMA FLOOD ZONE C PROPOSED 4" PVC VENT PIPE; * . : ° " COMMUNITY PANEL# 250001 0018 D EXACT LOCATION PER OWNER y 17. DEED REFERENCE: LAND COURT CERTIFICATE 114514 Q lg0 I ' r B Loam Sand t 1 OYr 5l6 A �j GYP) PROPOSED INSPECTION PORT WITH r�`� ►�`� 18. PLAN REFERENCE. D COURT PLAN NO. 39483-B i EE E l ACCESS BOX TO GRADE (TYP OF 2)) r 48" 48.00' LAN Perc - 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. `sm ` _ PROP.TOTAL 16 ARC Q .. ,, `< r 66" 50' 20 PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY 46 t TP 2 36HC H-20 BIODIFFUSERS {/J FOR SEPTIC SYSTEM UPGRADE.: JC ENGINEERING WILL NOT ASSUME ANY LIABILITY �2 p• (8 BIODIFFUSERS EACH Q- a // Medium Sand FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. TP 1 TRENCH), �Gj Q ., �+.� _.. �, ._,k.� ,•, 2.5Y 6/6 21. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE r-- 52.0 APPROVAL IS REQUESTED FROM 310 CMR 15.221 (7): .� o Q �� (1.) A 2.00'WAIVER 3.00'-5.00' FOR THE MAXIMUM COVER OVER THE LEACHING FACILITY. v LOCUS PLAN \ ' B SCALE: 1"= 1000' 126" 41.50' PA No Mottling, Standing or Weeping Observed V�D OR/VE t $� Benchmairk Nail Set iml4,Oak DESIGN DATA TEST PIT DATA LEGEND �kL Elev. =54t.00 PERC NO. 12990 Approx. M.S.L. MAP 57 INSPECTOR: David W.Stanton, R.S. NUMBER OF BEDROOMS(DESIGN) 4 50x0 EXISTING SPOT GRADE j PARCEL 5-01 PROPOSED DISTRIBUTION BOX EVALUATOR: Michael Pimentel, E.I.T. GARAGE 2� ,� DESIGN FLOW 110 GAVDAY/BEDROOM C.S.E.APPROVAL DATE: Oct.27, 1999 - - 50 - - EXISTING CONTOUR 56,202 S.F± / TOTAL DESIGN FLOW 440 GAUDAY � J / �/ DESIGN FLOW X 200 /o GAL/DAY 10 -'-t 50 PROPOSED CONTOUR o _ 880 DATE: July 6,20 Z - TEST PIT#. 2 W EXISTING WATER LINE EXISTING 1,000 GALLON SEPTIC TANK TO ` � � USE EXISTING 1,000 GALLON SEPTIC TANK BE UTILIZED AS PART OF THIS DESIGN ELEV TOP= 52.00' ---EXIST. LEACHING PIT TO BE ELEV WATER <41.50' GAS EXISTING GAS LINE PUMPED& FILLED WITH CLEAN �4 �� _ COARSE SAND &ABANDONED PERC RATE_ � TEST PIT LOCATION #1520 �.,,�o LP �juCb INSTALL 16 - ARC 36HC (#3616BD) BIODIFFUSERS (H-20) DEPTH OF PERC= EXISTING , OQ h. 4i EXISTING 1,000 GALLON SEPTIC TANK 3-BEDROOM /c9 co if N SWING-TIES SCALE: 1"=20' TEXTURAL CLASS: 1 O-72 DWELLING Z SYSTEM CAPACITY TOF= 56.5't �/ , / DESCRIPTION HCA HC-2 PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE o m S gas / (TOTAL L.F. OF BIODIFFUSERS)(7.8 SF/LF)(0.74 GPD/SQ.FT.)= GPD PROPOSED DISTRIBUTION BOX S� w / �GAS BIODIFFUSER CORNER(1) 95.1' 70.6' (80.0')(7.8 SF/LF)(0.74 GAUSQ.FT.)= 461.8 GAL, LEACHING/DAY o" 52.00' 13 c,PS �w`61 � BIODIFFUSER CORNER(2) 84.3' 59.1' Fill ® PROPOSED ARC 36HC(#3616BD)BIODIFFUSER(H-20) 12" 51.00, l w w.\ BIODIFFUSER CORNER(3) 78.8' 68.2' TOTALS: A/E Loamy 10Yr 3/2 d 4 16" 50.67' [BIODIFFUSER CORNER(4) 90.2' 78.3' TOTAL NUMBER OF BIODIFFUSERS: 16 B Loamy Sand /�� f.. TOTAL NUMBER OF COUPLINGS: 0 10Yr 5/6 N77°58�05"W EXIST.DISTRIBUTION BOX !r / S l2 � 4) TOTAL LEACHING AREA: 624.0 SQ.FT. REV. DATE BY APP'D. DESCRIPTION 250.02' i O BE ABANDONED -` ; 5 TOTAL LEACHING CAPACITY: 461.8 GAL./DAY 48" 48.00' /-50 u.P.#96� a (3 PROPOSED SEPTIC SYSTEM UPGRADE O y$ PREPARED FOR: �� NOTE: CAPEWIDE ENTERPRISES MAP 57 I l i EFFECTIVE LEACHING AREA OF 7.80 SF/LF OBTAINED FROM THE C Medium Sand DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER 2.5Y 6/6 PARCEL 5-02 0 "MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO LOCATED AT ADVANCED DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003(LAST 1520 OLD POST ROAD NOTES: 1) MODIFIED FEBRUARY 18, 2010). TRANSMITTAL NUMBER=W000052. MARSTONS MILLS, MA 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC SYSTEM COMPONENT. l 2) 126" 41.50' SCALE: 1 INCH = 20 FT. DATE: JULY 14, 200 No Mottling, Standing or Weeping Observed o 10 20 ao 8o FEET ; 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE �OF PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA HC-1 a�' PREPARED BY: SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH RESERVED FOR BOARD OF HEALTH USE JeN ,. tiG JC ENGINEERING, INC. �°, CHU�CH1LL IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. c .�. 2854 CRANBERRY HIGHWAY -2 EAST WAREHAM, MA 02538 3.) ENTIRE PROPERTY IS LOCATED WITHIN THE ESTUARINE WATERSHED ONLY SITE PLAN EXISTING t s 508.273.0377 AND NOT WITHIN A DEP APPROVED ZONE 2. GARAGE jF' Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.183_z_"-, SCALE: 1"=20'