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HomeMy WebLinkAbout0006 PINE VALLEY ROAD - Health a Pine Valley Road Hyannis A = 248 194 i a 1 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,.•'' 6 Pine Vallley Road Property Address A E Pond Realty Owner Owners Name/ information is required for every Hyannis Ma. 02601 09/25/2015 page. City/Town State Zip Code Date of Inspection f tm� Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When A. General Information filling out forms on-the computer, �/* use only the tab 1. Inspector: key to move your cursor-do not Michael T Bisienere key the return Name of Inspector Y Cape Septic Inspections Q Company Name 624 Old Barnstable Road �I Company Address Mashpee Ma. 02649 City/Town State Zip Code 508-280-3356 S13938 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and 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 ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority 09/27/2015 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. t5ins•3/13 �� Title 5 Official Inspection Form:Subsurface Sewage Disposal SyslamVlf 17 Commonwealth of Massachusetts UTitle 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 6 Pine Vallley Road Property Address A E Pond Realty Owner Owner's Name information is required for every Hyannis Ma. 02601 09/25/2015 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: This home has a H-10 1500 gallon septic tank a H-10 D-Box and 2 500 gallon leaching chambers B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no"or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND(Explain below): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 6 Pine Vallley Road Property Address A E Pond Realty Owner Owner's Name information is required for every Hyannis Ma. 02601 09/25/2015 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 6 Pine Vallley Road Property Address A E Pond Realty Owner Owner's Name information is required for every Hyannis Ma. 02601 09/25/2015 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: "*This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than %day flow t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments ,•' 6 Pine Vallley Road Property Address A E Pond Realty Owner Owner's Name information is required for every Hyannis Ma. 02601 09/25/2015 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- 10,000g pd. ❑ ® 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-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 6 Pine Vallley Road Property Address A E Pond Realtv Owner Owner's Name information is required for every Hyannis Ma. 02601 09/25/2015 page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no"as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): 3 Number of bedrooms (actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): >330 I t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,•' 6 Pine Vallley Road Property Address A E Pond Realty Owner Owners Name information is required for every Hyannis Ma. 02601 09/25/2015 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? (Include laundry system inspection El Yes ® No information in this report.) Laundry system inspected? ❑ Yes ❑ No Seasonal use? ❑ Yes ® No Water meter readings, if available(last 2 years usage (gpd)): Detail: in 2014 41,000 gallons were used and in 2013 35,000 gallons were used Sump pump? ❑ Yes ® No Last date of occupancy: 06/2015 Date Commercial/Industrial Flow Conditions: - Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal system-Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 6 Pine Vallley Road Property Address A E Pond Realtv Owner Owner's Name information is required for every Hyannis Ma. 02601 09/25/2015 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: 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-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M •' 6 Pine Vallley Road Property Address A E Pond Realty Owner Owner's Name information is required for every Hyannis Ma. 02601 09/25/2015 page. Cltyrrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 07/29/2003 permit Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 37" 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: 28"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: standard 1500 gallon Sludge depth: 3" t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments w 6 Pine Vallley Road Property Address A E Pond Realty Owner Owner's Name information is required for every Hyannis Ma. 02601 09/25/2015 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle apx. 35" Scum thickness 1" Distance from top of scum to top of outlet tee or baffle apx. 5" Distance from bottom of scum to bottom of outlet tee or baffle apx. 12" How were dimensions determined? sludge Judge Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): I would recommend the new owner put the tank on a maint. plan with a local septic pumping co. based on the future use of the home.The Barnstable Health Dept has a list of local pumping co 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 l5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 6 Pine Vallley Road Property Address A E Pond Realty Owner Owner's Name information is required for every Hyannis Ma. 02601 09/25/2015 page. Cltyrrown 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 El other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments(condition of alarm and float switches, etc.): " Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 �L\ Commonwealth of Massachusetts Title 5 Official Inspection Form u Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 6 Pine Vallley Road lg — Property Address A E Pond Realty Owner Owner's Name information is required for every Hyannis Ma. 02601 09/25/2015 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 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.): At the time of the inspection there no signs of solids carryover or evidence of hydraulic failure.There are speed levelers installed in the D-Box. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No" Alarms in working order: ❑ Yes ❑ No" Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): *If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins•3/13 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 6 Pine Vallle Road Property Address A E Pond Realty Owner Owner's Name information is required for every Hyannis Ma. 02601 09/25/2015 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ® leaching chambers number: 2 500 gallon ❑ 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.): There were no signs of hydraulic failure at the time of the inspection the chambers were dry. The stain line was less than half way up the sidewall. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 17 4 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 6 Pine Vallley Road Property Address A E Pond Realty Owner Owners Name information is required for every Hyannis Ma. 02601 09/25/2015 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.): t5ins•3/13 Title 5 Official Inspection 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 6 Pine Vallley Road Property Address A E Pond Realty Owner Owner's Name information is required for every Hyannis Ma. 02601 09/25/2015 page. 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 p the building. one of th pp Y e boxes below: 9 ® hand-sketch in the area below ❑ drawing attached separately �Je14 t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Assessing As-Built Cards TOWN OF BARNSTABLE LOCATION SEWAGE#-4W3•-1:7-7 VE-L.AGE `I"a t-C ASSESSOR'S MAP&LOTI 9 L91 INSTALLER'S NAME&PHONE NO.J�d tZTX e-f-j SEPTIC TANK CAPACPTY LEACHING FACU=:(type) Z S� Sc.\1 an C (siu) NO.OF BEDROOMS BUILDER Oti PERMITDA - COMPLLANCE DATE: 7/Z 910 3 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 Wedand and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by a Ai : A r�aN osr A 3 40' Ay= A • 8 3 2� � 0 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 6 Pine Vallley Road Property Address A E Pond Realty Owner Owner's Name information is required for every Hyannis Ma. 02601 09/25/2015 page. Cityrrown 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: 15 plus feet 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 a hole at a lower elevation and shot it with a transit to show five plus feet of seperation Before filing this Inspection Report,please see Report Completeness Checklist on next page. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments •' 6 Pine Vallley Road Property Address A E Pond Realty Owner Owner's Name information is required for every Hyannis Ma. 02601 09/25/2015 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D(System Failure Criteria Applicable to All Systems) completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 TOWN OF BA.RNSTABLE j LOCATION J q t_ (J c.-l�"I ��- SEWAGE # VILLAGE Fly"a ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. r ce- —ZW-6-9,` 42L � SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO.OF BEDROOMS x BUILDER OWNER PERMTTDATE: 6 0 COMPLIANCE�DATE�--� Z 5 U 3 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 v GARAGE 8 � 3= 40, a qy_ y�, 3 No. 2,oD 3_ 2 1 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zipprication for 30i5pozal *potem Construction Permit Application for a Permit to Construct( )Repair(V)Upgrade( )Abandon( ) El Complete System ❑Individual Components Location Address or Lot No. �� �. 4+v&YA,1 t Owner's Name,Ad ress and Tel.No. PH .l 1-3u t�v�- � �a�� P&az fLb l�l N� Assessor's Map/Parcel 2-9�- & 'P` Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms -Z3 Lot Size C qF1 U I't- sq.ft. Garbage Grinder( ) Other Type of Building /Z-€-8 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow �3 3a gallons per day. Calculated daily flow -R?6 gallons. Plan Date Ce 1�j0-7 Number of sheets 1 Revision Date Aj Title Size of Septic Tank O Type of S.A.S. `" Description of Soil 1 '0 r,- (3 N ®y►+-J Nature of Repairs or Alterations(Answer when applicable) C&ysgtro Ls L4;Y-44 A- 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 �Environmentalld not to place the system in operation until a Certifi- cate of Compliance has been issued by this a Signed Date 0 Application Approved by Date 0 Application Disapproved for the following reasons Permit No. 24)O-3— Date Issued � 2 3 W 'r" �. -. � _..�.. � -.�.., YS ``., � -..._--. �v,#.-- �,-v,,...__.u�_�� a-.�.,,. �.ate.--...r.:♦. _ .. ^ .. No. oe 3_ Eqq �""rt!• Fee ✓ v �— THE COMMONWEALTH_OF MASSACHUSETTS Entered in computer: R/ A c ti Yes - OWN OF BARNSTABLES MASSACHUSETTS PUBLIC HEALTH DIVISION -T 4 01ppri.cation for Mioogar Permit f Application for a Pe tr t to Construct( . )Repair V,)Upgrade( )Abandon( ) El Complete System ❑Individual Components f Location Address s or Lot No. Owner's Name,Ad cress and Tel.No. Assessor's Map/Parcel .L� _ I, �j 0,N�- JAA.&M Installer's Name,Address,an`dATe� ��Tel.No. X' De's gner's IU ,Address and Tel.f o. a � l 939 Type of Building: Dwelling No.of Bedrooms Lot Size 16 1-!:w- sq.ft. Garbage Grinder( ) Other Type of Building /L.ZA No.of Persons Showers(' ) Cafeteria( ) Other Fixtures Design Flow 3 3 gallons per day. Calculated daily flow ._32 6 - .gall'ons. Plan Date Number of sheets f Revision Date N IA- r° Title Size of Septic Tank /��00 5±j Type of S.A.S. Description of Soil N PL41.J Nature of Repairs or Alterations(Answer when applicable) LA t.5 C�_ S(Qd LS W«-V !�2�0 S u•L �S 90�� -�-n-��c. � /J ► s'�= /.�o.,c_ � �- - �'b y � G�.M O FA S t,,J � �S'ZJ'�� 1` ( .F/�-t!�4 �►.r G.. �. �J }c. 3 U� �2� 3 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system ain accordance with the provisions of Title 5 of tl�e Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this B/oUd of tealth. Signed v Date .� 0 Application Approved by Date 0 Application Disapproved for the following reasons Permit No. 21)o 3-- ? 177 Date Issued � 3 2 O 3 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired (4)Upgraded( ) Abandoned( )by (2 a e� Ln +-4 < _A tnu -j at P I W F_ JAAA_�( (L..0 AS' "has been constructed to acgbrd,ance with the provisions of Title 5 and the for Disposal System Construction Permit No. Zm3^277 dated 2 3 1 0_5 Installer Designer The issuance of this pe 't shall not be construed as a guarantee that the syste 8i u a s' Date 2 o 3 Inspector ` k- No. --- l- ------------ ------------------ ' Fee '570 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS r C � , 'Wigpogai *pgtem Congtruction Permit Permission is hereby granted to Construct( )Repair ►�Upgrade( )Abandon( ) CD i System located at (o Qt N f2-aAZ r t� 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: Cons 1tion st be completed within three years of the date of this Date:_ 2.3 O J Approved by TOWN OF BARNSTABLE SEWAGE## LOCATION � ''' '� � 'G—`i �- ASSESSOR'S MAP & VILLAGE LOT 9 „-t INSTALLER'S NAME.&PHONE NO. ��� t SEPTIC TANK CAPACITY _ LEACHING FACILITY: (type) (size) NO.OF BEDROOMS B(JII,DER 0 OWNER PERMITDATE: ® COMPLIANCE DATE: "7/Z 5 3 Separation Distance Between the: Feet Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Private Water Supply Well and Leaching Facility (If any wells exist Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) Furnished by t B A MW OUT 3- 40' d A z y 1' A s= s2°� Bch. : S4° TOP FNDN, AT EL. 48.0' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER: LISA LYON5, RS 45.0' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 44 0 WITNESS: SAM WHITE ,- I LOCUS DATE: 6 2" DOUBLE WASHED PEASTONE\ /5/03 -) P►NE STREET * RUN PIPE LEVEL 4. 45.8' FOR FIRST Z' 3' MAX. PERC. RATE _ _ < 2 MIN/INCH PROPOSED 1500 . . GALLON SEPTIC _J2 L11 41.0' CLASS I SOILS P# __ _42.5 TANK (H- 10 ) GAS 41 «, 41 0 40.17' C7 C7 © L C7 Cl o a4K HILL �o. BAFFLE 0C7 © Cl 0 � C] L7 _� 1 MIN ( 2 9: SLOPE) 4' t____�6" CRUSHED STONE OR MECHANICAL O 0 0 0 0 � Q m --'' „ Q ELEV. DEPTH OF FLOW COMPACTION. (15.221 [2]) 2 © ED 0 0 0 0 O � '� �' 38.17' � 44.1 0 � TEE 4 X SLOPE) 3/4" TO 1 1 2 DOUBLE WASHED STONE INLETLET DEPTH 1 U" / LINDA D ( ' OUTLET DEPTH 14" Full uNsulT. 39 FOUNDATION---�1 $5 SEPTIC TANK 6' D' BOX 15' LEACHING A LOCATION MAP NTS * 10' FACILITY 3 INVERTS OUT OF DWELLING, L5 ALL AT EL. 45.8' 5.07' UNSUIT, ASSESSORS MAP 248 PARCEL 194 10YR 2/2., 43" PINE STREET s 47.3 52.00 20,00' 33.1' LS i/% UNSUIT. 0 58 % 39.2' C LOT 12A M/CS 45.6 19,161 f SO. FT. 0.44± ACRES 2.5Y 5/4 132" 33.1' 117� 45.0 �� ¢�� �� A +494 POSSIBLY A CESSPOOL IN THIS AF'EA NO WATER ENCOUNTERED + 45.5 \ (PIPE OUT OF CELLAR HEADS IN THIS DIRECTION) _NOTES: 0%4 u�> 1. DATUM IS APPROXIMATED FROM QUAD SEPTIC DESIGN: 4M41 + 4135 + `;' _ 1 10 �S�_330ED )4 1 , (GARBAGE DISPOSER IS L . 6.8 DESIGN FLOW: 3 BEDROOMS C..._ GPD) GPD 2. MUNICIPAL WATER IS EXISTING ``► ! \ 4 .4 USE A 330 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH I ) BE 1/8" PER FOOT. ! PA�`�p DRIVE SEPTIC TANK: 330 GPD ( 2 660 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 �S ) = 5. PIPE JOINTS TO BE MADE WATERTIGHT. 9 USE A !500 GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS, 8 6.7 48.8 LEACHING: ENVIRONMENTAL CODE TITLE V. INV UT .8 4 50 X 2(30 + 9.83) 2 (.74) _ 118 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT SIDES:S TO BE USED FOR ANY OTHER PURPOSE. + 442 1 k'�` x BOTTOM: 30 x 9.83 (,74) - 218 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 043 -- "' ' 336 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 042-L OVER HEAD UTILI IFS EXIST. DWELL, '�-.,' TOTAL: 454 S.F. INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED TF = 48.0' 460 USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR FROM BOARD OF HEALTH, 1 "-1 " PINES EQUAL) WITH 2,5' STONE AT SIDES, 4' AT ENDS AND 5' 10, PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING CESSPOOLS `) r4.7;7- 48.E BETWEEN UNITS 48.0 i i 20' 8.6 PROVIDE, CLEANOUTs WHERE D 41.0 b'4 IN OUT NECESSARY EN TI TL E 5 SITE PLAN -" H EL. 45.8 x 1 p0.0 PROPOSED SPOT ELEVATION OF 5T ENV OUT I_ 4 I 100x0 EXISTING SPOT ELEVATION E VALLEY ROAD IN THE TOWN OF: + \ + 47.1 '' a- 10 -0 PROPOSED CONTOUR ( HYANNIS) BARNSTABLE j 48.1 CONC, 100 PREPARED FOR; EXISTING CONTOUR BORTOLOTTI CONSTRUCTION/POND 1 BLOCK + 47.7 PATIO 20 0 20 40 60 40.0 BOARD OF HEALTH O + 4 \ 43.2 \� APPROVED DATE ' MA SCALE: 1 = 20' DATE: JUNE 18, 2003 142.06' 9 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF LEACHING FACILITY, off 506-362-4541 BENCH MARK -- TOP OF DOWN TO SUITABLE SOIL LAYER (TO C LAYER fox 5M 362-9M + BRICK STEPS EL, = 48.6 MEDE SAND. HOLE). REPLACE WITH CLEAN I OF MgsJ9C ti jH M z ARNE OF down cape engineering, inc, '' �, OJALP 6� �b ARNE H. �G CIVIL ENGINEERS �0 9o.2634� 9 OJAILA N LAND SURVEYORS ISiallos�Q 939 vain st. yarmouth, not 02675 ARNE H. 0JAL ,L.S. DATE' TOP FNDN. AT EL, 48.0' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" of FIN. GRADE (NOT TO SCALE) ENGINEER: LISA LYONS, RS ACCESS COVER (WATERTIGHT) TO rF4 �,Q' MINIMUM .75' OF COVER OVER PRECAST /� WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 44.a WITNESS: SAM WHITE 2" DOUBLE WASHED PEASTONE I Pnae srREET LOCUS RUN PIPE LEVEL DATE: 6Z5.�03 �I \45.f� r FOR FIRST 2' 3' MAX. PERC. RATE < 2 MIN/INCH PROPOSED 1540_ � 42'S' TANK GALLON SEPTIC G1� 41,0' CLASS I SOILS P# + r t� 41 O m O © O m CI Q ," OAK HILL RD. ,-BAFFLE 41 v 40.17' E} 0 0 M 0 O C1 E ELMIN OOaO C.7 MO 7 Q ELEV. ( 2 T. SLOPE) 4+ \_6' CRUSHED STONE OR MECHANICAL 2' o o a [] [� �' [�] 38.17' p" 44.1' a DEPTH OF FLOW = COMPACTION. (15,221 [2�) ____ TEE SIZES: 4( � SLOPE) 3/4" "TO 1 1/2 DOUBLE WASHE) STONE LxvDA INLET DEPTH 10" FILL UNSUIT. OUTLET DEPTH = 14" LEACHING39„ LOCATION MAP NT5 FOUNDATION--1 .85 SEPTIC TANK 6' D' BOX 15' A * 10' FAC'LIT ' 3 INVERTS OUT OF DWELLING, 5.07+ LS UNSUIT. ASSESSORS MAP 248 PARCEL 194 ALL A7 EL. 45.8' 1'0YR 2/2 43" PINE STREET 6 47.3 00 52,00' 20.00' 33,1, ,j UNSUIT. 58" 39.2' 0 5 LOT 12A I M/CS 45.6 19,161 f SO. FT. 0.44± ACRES 2.5Y 5/4 132" 33.1' 45.0 A�\ �� 4W +49.4 POSSIBLY A CESSPOOL IN THIS A'ZEA NO WATER ENCOUNTERED k: + 455 \ (PIPE OUT OF CELLAR HEADS IN THIS DIRECTION) NOTES: t° 1. DA'UM IS APPROXIMATED FROM QUAD 4141. 48 5 CV SE.'TIC DESIGN: (GARE,aG DISPOSER IS _ �iQ___A.1,�.�?W� ) _, �. E N. E S _ T `, =�--- ----� 6.8 �'P DESiGN� FLOW: _ BEDROOMS ( 1 10 GPD) = 330 GPD �. IL),�iCli AL WATER IS \ \ a .a USI' A 330 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. SEPTIC TANK: 33p GPD 2 = 660 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHQ H- 10 ,1,... S PAVED DRIVE ( ) 5. PIPE JOINTS TO BE MADE WATERTIGHT. B USE A ___1500_ GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS, g \ 6.7 48.8 LEACHING: ENVIRONMENTAL CODE TITLE V. � ELINV OUT x 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT '� ��=� '�� .� EL. 45.8' SIDES: 2(30 + 9.83) 2 (.74) -- 118 i TO BE USED FOR ANY OTHER PURPOSE. u'? + 44,2 _ ~`� 03 x BOTTOM; 30 x 9,83 (.74) - 218 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. OVER HEAD UTiLI IES �.:! TOTAL: 454 S.F. 336 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT EXIST, DWELL. 1 INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED TF 48.0' f 460 USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR FROM BOARD OF HEALTH. 1 "-1 " PINES h / EQUAL) WITH 2.5' STONE AT SIDES, 4' AT ENDS AND 5' 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING CESSPOOLS x-- _ 48.2 7 BETWEEN UNITS 48.0 2o' 8.6 J x NECESSARY EANOUTS WHERE YN D 6'4 41.0 , C�_ TITLE 5 SITE PLAN ''f H EL. 45.8 >c INv OUT 100.a PROPOSED SPOT ELEVATION OF ST INV OUT 1 6 PINE VALLEY ROAD EL. 45.8' �4� -- -J. 4 100x0 EXISTING SPOT ELEVATION � IN THE TOWN OF: + + 47.1 ''• 10 o PROPOSED CONTOUR ( HYANNIS) BA R N S TA B L E CONC. 100 EXISTING CONTOUR PREPARED FOR: BORTOLOTTI CONSTRUCTION/POND 1 BLOCK � + 47.7 PATIO 20 O 2a 40 60 40.0 BOARD OF HEALTH o \ + a a3.2> APPROVED DATE MA SCALE: 1 20' DATE: JUNE 18, 2003 -19? 142'06 5' REMOVAL OF UNSUITABLE SOIL REQUIRED $9.9 4 AROUND PERIMETER OF LEACHING FACILITY, At[ 508-362-4541 ERC MARK - TOP OF DOWN TO SUITABLE SOIL LAYER (TO C LAYER fox 508 362-9=- SEE TEST HOLE). REPLACE WITH CLEAN + STEPS EL. = 48.6 MED. SAND. I tA�t� 0f Mgsfq� z� ARNE ti� atN OF M down cape eng/neering, Inc. H, �� r pJALP <^ �o� ARNE H. ��� CIVIL ENGINEERS N0 Zasaa 4 A,- OJALA OVIL LAND SURVEYORS �'`Efs�� ISTE���JQa� � �31L� n 939 main st. yarmouth, Ma 02675 --D95 ARNE ff. OJAL .L.S. DATE TOP FNDN. AT EL. 48.0' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE ._.. (NOT TO SME) -� ACCESS COVER (WATERTIGHT) TO ENGINEER: LISA LYONS, PS 45.6' MINIMUM .75' OF COVER OVER PRECAST /� WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 44 p WITNESS: SAM WHITE (LOCUS 2" DOUBLE WASHED PEASTONE\ DATE: 6/5/03 -� PWE STREET 4t2 ,5' RUN PIPE LEVEL =' " / FOR FIRST 2' 3' MAX. PERC. RATE <. 2 MIN_/INCH LPR1500, �( 41.0' _ EPTIC CLASS SOILS P# .;_ 10 ) GAS i� CJ I� C! 171171171, C) -D K HILL R0.rn ---BAFFLE41 p 41 c 40.17' © t l M 0 0 M m.m 0 c, MIN ELEV. l ( 2 % SLOPE) G' 38.17 0'p 44.1' o DEPTH OF FLOW - 4' C6" CRUSHED STONE OR MECHANICAL III 0 (� I� 0 0 M 0 C� 0 , COMPACTION. (15.22 t [2J) / L IWN DA TEE SIZES: ( 4 �; SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE INLET DEPTH - 1�" FILL UNSUIT. OUTLET DEPTH 14„ 39" FOUNDATION-- .85, SEPTIC TANK -- 6' D' BOX 15' A LEACHING LOCATION MAP NTS 10' FAC II-_ITY *3 INVERTS OUT OF DWELLING, 5.07 LS UNSUIT. ASSESSORS MAP 248 PARCEL 194 ALL AT EL, 45.8' 10YR 2/2 43" PINE STREET B i; 47.3 52.00' 20.00 33.1' UNSUIT. 58" 39.2' 0 ii C LOT 12A M/CS 45.6 19,161 f SO. FT. 0.44t ACRES 2.5Y 5/4 132" 33.1' Ito 45.0 POSSIBLY A CESSPOOL IN THIS AREA NO WATER ENCOUNTERED Q + 45 \ 494 (PIPE OUT OF CELLAR HEADS IN THIS DIRECTION) NOTES: + APPROXIMATED FROM QUAD +� 1. DAI UM IS ►�I `t? SEPTIC DESIGN: (GARBAGE DISPOSER IS .4Q__�L WED ) 4�411 -+- 48.5 =f cV ---_�__ .__ - cXj� ,�vv ' \ { 110 2. MUNICIPAL WATER IS t DE-.•1GN FLOW: 3 BEDROOMS ( GPD) = 330 GPD r USA A 330 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. ! \ ` 4 .4 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-- SEr TIC TANK: 330 GPD ( 2 ) = 660 10 PAD DRIVE ------ -- S :: 5. PIPE JOINTS TO BE MADE WATERTIGHT, s� s s USE,' A 1500 GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS, 6.7 48.8 LEACHING: ENVIRONMENTAL CODE TITLE V. .8 EL. OUT " 2(30 + 9.83) 2 (.74) _ 118 7• THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT a, I SIDES: _ TO BE USED FOR ANY OTHER PURPOSE. + 44.2 I w�•� ( BOTTOM: 30 x 9,83 ('74) 218 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 04e-8­ 4 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT EXIST. DWELL. I r OVER HEAD t}TILI IES CAP I TOTAL: 454 5.F. 336 Gpp INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED TF = 48.0' 48,0 USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR FROM BOARD OF HEALTH. 1 "-1 PINES o. EQUAL) WITH 2.5' STONE AT SIDES, 4' AT ENDS AND 5' 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING CESSPOOLS 1--44;7--- -- -f 48.2 bd BETWEEN UNITS 48.0 1 20 8.6 1 1 PROVIDE CLEANOUTs WHERE I F TI TL E 5 ,L I PLAN �, NECESSARY Q,E 41.0 INV OUT 1 -'rH6.4 EL. 45.8 x 100.0 PROPOSED SPOT ELEVATION OF ST INV OUT 1 1 6 PINE VALLEY ROAD EL. 45.8' 4- - 4 4 I -� 100x0 EXISTING SPOT ELEVATION , ?� IN THE TOWN OF: y + ` + 47.1 j, 10 _o PROPOSED CONTOUR ( HYANNIS) BA R N S TA B L E ,Zp�\ °�r° 48.1 100 EXISTING CONTOUR CONC. PREPARED FOR: BORTOLOTTI CONSTRUCTION/POND \ %/ BLOCK \ + 47.7 / PATIO 20 b 210 40 60 b 40.0 BOARD OF HEALTH - \ ,� r��p MA SCALE: 1 = 20' _ DATE: JUNE 18, 2003 o + 4 43�2r \� 5 APPROVED DATE X. kD142.06' 5' REMOVAL OF UNSUITABLE SOIL REQUIRED �9.9 AROUND PERIMETER OF LEACHING FACILITY, off 508-362-4541 BENCH MARK - TOP OF DOWN TO SUITABLE SOIL LAYER (TO C LAYER fox 508 362-9W BRICK STEPS EL. = 4$.6 MERE s�NQ Mq i ST HOLE). REPLACE WITH CLEAN � OF I �� jqc + •��' ARNE � �,tt1 OF M down cape engineering, Inc. H. ��� '0�c,�, 0,1ALP No ARNE N0.26348 o g OJALA vr�; CIVIL ENGINEERS ° 9 IS1ER�� Q° CIVIL y LAND SURVEYORS sso `�N sJ a � 14AM3 939 main st. yarmouth, Ma 02675 ~---�- ARNE K. OJAL , .L.S. DA rE