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HomeMy WebLinkAbout0177 MEGAN ROAD - Health L 7.Megan'Roa`d nnis 291 237 o / o 6 Commonwealth of Massachusetts lC V Title 5 Official Inspection Fora Subsurface Sewage Disposal System Form-Not for Voluntary Assessments y 177 Megan Road Property Address One West Bank Owner Owner's Name information is required for Hyannis MA 02601 03/17/2010 every page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form.Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:' A. General Information When filling out forms on the computer,use 1. Inspector. I only the tab key to move your A.Riker cursor-do not Name of Inspector use the return key. R.L.C. Company Name OQ P.O. Box 726 Company Address South Yarmouth MA 02664 City/Town State Zip Code 508-776-6460 S14590 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 onn ite sewage disposal systems. I am a DEP approved system inspector pursuanttb4Section 15 340�ef Title 5 (310 CMR 15.000).The system: =' ® Passes ❑ Conditionally Passes El OASit I ❑ Needs Further Evaluation by the Local Approving Authority ' 1 f*5 03/20/2010 i M 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. [26 e-11 I t5ins•09108 Title 5 Official Inspection Forth:Subsurface Sewage Dd osal System• e of it r Commonwealth of Massachusetts Title 5 Official, inspection Fora Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 177 Megan Road Property Address One West Bank Owner Owner's Name information is required for Hyannis MA 02601 03/17/2010 every page. City/Town State Zip Code Date of Inspection B. Certification (coot.) 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: All system components were inspected and there were no observed conditions of failure noted.There was additional bedrooms in the basement that would exceed the three bedroom design of the current system. There was also a clogged effluent filter on the outlet tee that was serviced and requires regular maintence to prevent back up. 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): I t5ins•09108 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 177 Megan Road Property Address One West Bank Owner Owner's Name information is required for Hyannis MA 02601 03/17/2010 every page. City/Town 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 177 Megan Road Property Address One west Bank Owner Owner's Name information is required for Hyannis MA 02601 03/17/2010 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cunt.) 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 Ya day flow t5ins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of17 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 177 Megan Road Property Address One West Bank Owner Owner's Name information is required for Hyannis MA 02601 03/17/2010 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOTdue 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. ❑ z 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 Heafth 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. s 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-09/08 Tide 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Fora' Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 177 Megan Road Property Address One West Bank Owner Owner's Name information is required for Hyannis MA 02601 03/17/2010 every page. Cityrrown State Zip Code Date of Inspection C. Checklist Check if the following have been done.You must indicate"yes"or"no" as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® 'Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid,depth of sludge and depth of scum? ❑ ® Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance'of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. 0 ❑ 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): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330gpd 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 177 Megan Road Property Address One West Bank Owner Owner's Name information is required for Hyannis MA 02601 03/17/2010 every page. Cityrrown State Zip Code Date of Inspection Da System Information Description: Dwelling had three beds on first floor and a single bedroom in basement.The owner stated they were removing the additional bedroom from the dwelling. The system was observed to be in operating condition with no high water staining or over flow conditions that constitute failure conditions. Number of current residents: unk. 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 Water meter readings, if available (last 2 years usage (gpd)): 2009=202 gpd 2008=253 gpd Detail: Sump pump? ❑ Yes ® No Last date of occupancy: 02/2010Date 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-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 Commonwealth of Massachusetts Title 5 official. Inspection Fora Subsurface Sewage Disposal System Form -Not for Voluntary Assessments y 177 Megan Road Property Address One West Bank Owner Owner's Name information is required for Hyannis MA 02601 03/17/2010 every page. City/Town State Zip Code Date of Inspection D. System Information (cunt.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: B.O.H. Was system pumped as part of the inspection? ❑ Yes ® No If yes., volume pumped: gallons How was quantity pumped determined? Reason for pumping: Pumping is recommended . 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/Altemative 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-09/08 Title 5 Official Inspection Forth: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 177 Megan Road Property Address One West Bank Owner Owner's Name information is required for Hyannis MA 02601 03/17/2010 every page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (f known) and source of information: System upgraded in 5/2004 with all new components. Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 1 feet Material of construction: ® cast iron ❑40 PVC ❑ other(explain): cast iron in interior to pvc at tank Distance from private water supply well or suction line: >20feet Comments (on condition of joints,venting, evidence of leakage, etc.): All joints dry and intact with no staining or evidence of overflow observed. Septic Tank(locate on site plan): Depth below grade: .6 feet Material of construction: ® concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain) 1500 gallon precast concrete tank installed 05/2004 If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 5'8"W x 10'6" L x 5'8" H Sludge depth: 18" t5ins•09108 Title 5 Otfitial Inspection Forth: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 177 Megan Road Property Address One West Bank Owner Owner's Name information is required for Hyannis MA 02601 03/17/2010 every page. Cityfrown State Zip Code Date of Inspection D. System Information (font.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 19" Scum thickness 12" Distance from top of scum to top of outlet tee or baffle 2" Distance from bottom of scum to bottom of outlet tee or baffle 10" How were dimensions determined? Sludge Judge and Measure Rod Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of leakage, etc.): Pumping is recommended due to soilds accumulation and effluent filter needs regular service to operate correctly. PVC Tees intact and present on inlet and outiet.No structural defects observed on inspection. I 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 177 Megan Road Property Address One West Bank Owner Owner's Name information is required for Hyannis MA 02601 03/17/2010 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Yank(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-09/08 Title 5 Official Inspection Forth:Subsurface Savage Disposal System-Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 177 Megan Road Property Address One West Bank Owner Owner's Name information is required for Hyannis MA 02601 03/17/2010 every page. Cityfrown State Zip Code Date of Inspection D. System Information (cunt.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert_ less then 1/8" below invert Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): Box was level and free of structural defects or observation of carry over. 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•09/08 Tide 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 177 Megan Road Property Address One West Bank Owner Owner's Name information is Hyannis MA 02601 03/17/2010 required for y — every page. Cityrrown State Zip Code Date of Inspection D. System Information (cunt.) Type: ❑ leaching pits number: ® leaching chambers number: 2 x 500 gal. ❑ 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.): S.A.S. was constructed of two 500 gallon concrete drywells 2 feet of stone at perimeter and effective depth of 2 feet.Both Chambers were inspected and had less then half the volume staining on inside wall of chambers.Area above was free of failure conditions or increased vegitation. 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-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 177 Megan Road Property Address One West Bank Owner Owner's Name information is required for Hyannis MA 02601 03/17/2010 every page. Cityfrown State Zip Code Date of Inspection D. System Information (cant.) 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•09M8 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 177 Megan Road Property Address One West Bank Owner Owner's Name information is required for Hyannis MA 02601 03/17/2010 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cunt.) 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 ❑ 9 P Y a= Y7 t3 qt 8 - 3 z t5ins•09M Title 5 Official Inspection Forth:Subsurface Sevnge Disposal System•Page 15 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 177 Megan Road Property Address One West Bank Owner Owner's Name information is required for Hyannis MA 02601 03/17/2010 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cunt.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells i Estimated depth to high ground water: over 132° 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. Test hole 03/18/2004 Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ® Checked with local Board of Health-explain: Plans and soil log on file ❑ Checked with local excavators, installers- (attach documentation). ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: Soil log and Test hole on File at Board of Health and measure of components elevation to verify proper installation to plan specs. Before filing this Inspection Report,please see Report Completeness Checklist on next page. t5ins•09MO Title 5 Official Inspection Forth: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 177 Megan Road Property Address One West Bank Owner Owner's Name information is required for Hyannis MA 02601 03/17/2010 every page. City(rown 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-09/08 Title 5 Official Inspection Forth'Subsurface SeAsge Disposal System-Page 17 of 17 No. j Fee THE CO 9AMONWEALTH OF MASSACHUSETTS Entered in computer: r� (Yes PUBLIC HEALTAIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pplication for Mi400al 6petern Construction Permit Application for a Permit to Construct( . )Repair(' )Upgrade( )Abandon( ) Eal&mplete System ❑Individual Components LocationyAyd�ddreess or Lot No. Owner's Name,Address and Tel. No..�J Assessor's Map/Parcel cz7 rd Installer's NpLme,Address,and Tel.No. Designer's Name,Address and Tel.No. k' ,�% D "0 377 �YYIm- � � U � t990 � 77 5A33319 Mae Type of Building: c� Dwelling No.of Bedrooms , Lot Size sq.ft. Garbage Grinder( ) Other Type of Building`)wcj" No.of Persons Showers( ) Cafeteria( ) �' Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) irWJn1 AA 43P, e_ 5 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been is b thtVBoarjUf Health. � � Signed Date V r� Application Approved by 1r'. Date Application Disapproved for We following reasons Permit No. _2�1n -� 7 Date Issued d � w ' l �3 �` Fee�C✓ Entered-in computer: THE COMMONWEALTH OF MASSACHUSETTS -- Yes PUBLIC HEALTW�IS VOWON -TOWN OF BARN..TABLES MASSACHUSETTS _Application for Miopowff &pgtenY Qttongtruction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) L�Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. 1 ''""Jcxyi !d Assessor's Map/Parcel cl 9 1 _ ��-'7 1-1? � Installer's NNiame,A►drdrress,and Tel..�No. Designer's Name,Address and Tel.No. 1'jo 3� D73 -0 377 ek co Cori+ t'I�. /�irn . CA(u52 y �a� E. WNCOV vM e 7 5-3332 Type of Building: t Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of BuildingDo-g-l"g, No.of Persons Showers( ) Cafeteria(' ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets f Revision Date Title Size of Septic Tank Type of S.A�S. Description of Soil li �e Nature)of Repairs or Alterations(Answer when=applicalle) lk a 11n n �(W C c tom , 411 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by,thisoBoard of Health. 1\ Signed.1 _l _;_1 Date 0/4 12 © q Application Approved by Date V / / Application Disapproved for Ue following reasons Permit No. 2 /In Date Issued /2 d f (}� q THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHOSETTS (Certificate of, Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed Repaired( )Upgraded( ) Abandoned( )by 1, (h.CO"e., gnu at 17D VytA..Jc,W-\ f`clj f F�twig ni,5 , rylA• has been,constructe in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. �QU�(- "7�ated• / Installer > 1 �r►Jar e '`�o rl Designer 1. rya txtwt, The issuance of this p unit sall not be construed as a guarantee that the system wtl function as designed. Date 1 P�t/ J A Inspector ) No. d 3-7 Fee S/7— THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS lwiopool *p.5tem Construction Permit Permission is hereby granted to Construct(K y)Repair( )Upgrade( )Abandon( ) System located at 17,E lkw% 16 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:ConstructtionJ ust be completed within three years of the date of tlu pe 'i . �^ Date:_ /!2 Approved by )v'• �a S v c � � n LIN o n ' � n - o - e i 1 o S N n .x d .�-7N - W Al h n 3 C � h ' LIN is � C r\ J . ' v�1 s x_ .S� 0 TOWN OF BARNSTABLE i LOCATION G', AA/ SEWAGE # ly-23 VILLAGE �/1/ /1/�t//�' ASSESSOR'S MAP & LOT 291-23'7 INSTALLER'S NAME,&PHONE NO. 'm A E 0,M a eX SEPTIC TANK CAPACITY i . LEACHING FACILITY: (type) � �' W e LL s (size) NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: Separation Distance Betweenthe: Maximum Adjusted'Groundwatteer Table to the Bottom of Leaching Facility Feet ;Private Water Supply Well and Teaching 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 Feet within 300 feet of leaching facility) Furnished by qq bf � 4 9r. �� MAY-19-2004 05 :54 PM JCENGINEERING 508 273 0367 P. 02 Town, 0f 52rnstable Regulatory Service® i Thomdas F.G694r,Di actor Public$ea141t Division Tbomas McXeutat,Dlrectox- 200 MWO Sums,fasts,MA 02601 OEM' 308•861.4644 Fax: 306-79'0�9W Datet May 19, 2004 DeInert JC En sneering, Inc. _ dnatallert J.P. Macomber Addr®sat 2854 Cranberry Highway _ Address. P.O. Box 66 E. Wareham MA 02 Centerville MA 02632 on --J l p. lea tube r was issued a permit to instal! a 121 pr 500c SYStA= based on a desip drawn by a J.C. Engineering, Inc. dated March 23, 2004 l ccattiy that the septic ay8tem referenced above w85 installed substantially aecon dq to the desifa, which may include minor approved changes such as lateral relocation of the distsibWon box and/or sgdc tank. I certify that the septic system reNrenced above was installed with ma'or changes (i.e, greater dmn 10' lateral relocation of the SAS or any vertical relocation o�any component of the septic sysum)but In wcordance with State &Local Regulations. Plan revision or mtified*a-built by designer to follow. SK OF' annW ert11T0 01IN JR. (,IV;,. �7j, Ys i t � slsneY 8SiT e p N. C SM= U=IL BR] FURM Al Ab- DARXUADIX-PUBLICIMALIUDM510N. Q,HWtW3DPfidD431P1s Ca4tulawas Versa -<UtlyJ��lU1U:. ."Y�G�b� �t�. .'�j�y2�`'v�GGo� /�� S.�CUNd�_�i��t��T�1U_ _d'/ t/j1-�/aG;� ; _. .-"�l��Y/i`Gs`a - �a�' �'a'7 ��rUnw GV�C,E'2�G�'o7 w OC, 9 9 ��t No..-•-..V.......... rna,P oa9 ► - a3`7 .. ..................._ THE COMMONWEALTH OF MASSACHUSETTS BOARD FH OF..., � ... ..... ' Appliration for Ropogat Worko Ton-4 a i.on Vamit Application is hereby made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal System at: �` ---•-•- ...�. .....,�..... �...1_��..���.........j/�G ................ . Local' d s -or Lot No. Own A ss .. .. .. .................................•.... ....... ................ Installer / Address' Type of Building /e,�) Size Lot...A�/ .----Sq. feet Dwelling—No. of Bedrooms............. .........................Expansion Attic ( ) Garbage Grinder_(--)�A P4 Other—Type of Building ............................ No. of persons---------P............... Showers ( ) — Cafeteria ( ) WOther fix res ...................................................... - •----•--•-----•------------------------- Design Flow............ W ....�................__ gallons per person per.day. Total daily flow....... �,_ �... ......._gall ns. WSeptic Tank—Liquid capacity/6 allons Length_____ __...... Width....&--__-_ Diameter-------lQ..... Depth.__ _......_-- x Disposal Trench—No.................... Fidth.................... Total Length...........____.... Total leaching area. Q__ sq. ft. Seepage Pit No.._. L � eter.....�---------- Depth e w inlet---- Total leaching area___________ ______sq. ft. Z Other Distributiofi box ( osi n ��%si /�Z ` Percolation Test Results Performed b ............................................... Date aTest Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ rl, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ O Description of Soil....... ------------------------------------------------------------------------------•- U --------------------- ---- -- . ........../.............................. x.......... ..... ............ ........ .. xW ------------------------ ..- ------ ---- ... 11 .-- �� -------- Nature of Repairs or Alterations p,nswer when a linable.------------------------------------- ------------------------ U P -----... ----------------------------••••..............--•••••---••---•--•---.......--•--•---•-•••••••-•--••-----....------------------------•-------•------•-•-----•---------------------------•-------------•- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be n iss by the bard o health. . �� ... Signed i�f/_ ------���..1�.�-� __ _ � �F D to Application Approved By.....r�. •-... ... Date Application Disapproved for the following reasons:............ ............................. ... ---•--.....--•---•----•-------------••-------•---••-----------••--------------------•-•------------.......---•-•--...------•---------------------•-----------------------•----•-----•--------•-----_..... / L�•.••Date PermitNo......................................................... Issued---.�.. (�_- . ? F•• -••------- D to g B g i s � I :o [ � THE COMMONWEALTH opMAesAo*usErrs U����� 1� U� ����"^" � � " " . .�'^-~'^------_ ~~�~.~~~~---'.------..................................... ��= �� ~V Appliratio�K x�� �i��v��u Vorks Tongtrurthin VanKt Application is hereby made for u Permit to Construct (L~Y'or Repair ( ) an l dividu I Sewage Disposal S / ` --' -�_~- ---' --_------' - Z�W ti re dress �--- --_- --____- . -'-'' --7-----�-------' -'----- ---'' ---' --' -- ' ' ��-����r-'~_------_ ---.--- "=-_ Address ---' ---'---'_'-__ Typ� c� Bo�6��� S�� feet Dwelling—No. of 8edc000no---' . .............................Expansion (- ) Garbage Grinder ( )�-- - Other—Type of Building ---------------------------- No. of persons----��............... Sbn~rro ( ) -- Cafeteria ( ) .� Other _ ------_-_--------------_--------_---''-..'-.-- -------------------------- - D ' Flow.......... ........................gallons per person ............................ Septic- ---' -'q-- -'- '~'`^---- Length- .......--- Width-....... '.... Diameter---------------- Depth................ Disposal Trench N Lco8tb Totalb�cb�gurou....................o� f� S Pit No .- Depth below idc�'_.��-_- Iotu ur�� f� 0tbor Distribution box ( ) ' Dosing tank ( ) ^~ Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. l................minutes per inch I)cot6 of Test Pit.................... Depth to ground wuter--_-_----- rX, ` Test Pit No. 2................minutes per inch Depth of Test Pb.-----' Depth to g7nnod water 0 ---'` _-'-..',''-- U Nuturcof orAlterutiono--Aoowerwhco _-_--._-.--_.'—_-'.-_-__--_----___-.. ............................................... ._'-_--_-'-'.---------.________ � Agreement:_ The undersigned agrees to install the aforedescri6ed Individual Sewage Disposal System in accordance with the iooa of Article III of the State Sanitary Codc-- The undersigned further agccoo not to place the ayuhso in -;ob ounu18 u Certificate of Compliance has been � ^ ----------' -------.....------ Apyl�a600 Approved Dy-- Applicdtion Disapproved Date �rthx reasons:.......... ------------'---------�r--------------------'------------''---'-'----�--------'�--------'-------- --_ Date JT BOARD F H AEL T V4 7^. .. � THIS J49-T0,CERyIFY1 at the- tividuaFSeN�age Disposal System constructed':(i.-<or Repaire'd has been installed. ~ ~ c. _r °application for Disposal Works Qonstructioi� Permit No.... THE ISSUANCE *F-THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A-MU RANTEE THAT THE THE COMMONWEALTH OrmAssxc*usErrS 1. | � ~~~~^^^^^~ ' OF- Aission �7 to Con'struc I or Repair an Individual S/ewe Dispo al Sysl Street 11*iis sh��rn on the application for:,Disposal Works Constructi;o'nStmAkp Dated...�;A/71/............ 44.1, .07 FORM 1255 HOBBS WARREN. INC.. PUBLISHERS | ' | TOWN OF BARNSTABLE LOCA,TION�/ ✓ C 6% 14 A/ R 0 SEWAGE # ' ' �' t VILLAGE //y/4 A/A//LS' ASSESSOR'S MAP & LOT'29 1-z37 INSTALLER'S NAME&PHONE NO. /1/1 A C O /YI (� @tC . '+� e SEPTIC TANK CAPACITY LEACHING FACILITY: (type) .x ' DID Y WILL S (size) NO.OF BEDROOMS a BUILDER OR OWNER r PERMITDATE: S 0 COMPLIANCE DATE: MSeparation 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 k Fumished by - L .� ... � ' ,�;. � _ .. V \\ `�Y1 \ � \a� i � ✓� �� Q . i l� .. � � ���� i�i �� s i ,� ., , ,, . � �a iL ' r'� _ -_ __ TOP OF FOUNDATION = 101 .89' 5"DIA. OUTLET(S) REMOVABLE COVER FINISH GRADE OVER CHAMBERS = 97.60' - 99.00' GENERAL NOTES FINISH GRADE OVER TANK EL.= SLOPE @ 2% MIN. OVER SYSTEM 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISH GRADE OVER D-BOX=99.00 4"SCHEDULE 40 PVC MIN SLOPE 1% 3/4"TO 1-1/2"DOUBLE WASHED STONE TO CROWN OF PIPE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE @ FOUNDATION 100.00' 2"OF 1/8"TO 1/2"DOUBLE WASHED STONE FINISHED GRADE 99.00' ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. = 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD EXISTING 4" 20" MIN.ACCESS COVER 12„ IN OF HEALTH AND THE DESIGN ENGINEER. PVC PIPE (TYPICAL FOR 3) 36"MAX. 36"MAX. TOP OF SAS = 96.23' TO 6"OFIFINIS OD GRADE CHAMBERS 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL 9"MIN. BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. PROPOSED 4" 95.40' 367 MAX. BREAKOUT EL = 95.90' SCHEDULE 40 PVC 4. TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE LESS THAN PROVIDE WATERTIGHT ELEVATION =95.90' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS MIN.SLOPE@ 7% 6" 3" 3"DROP MIN. 3" 9" JOINTS (TYP.) A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF f= 4" PVC IN FROM � � � � O � � � � � � ppo ��� � � O � � oo THE LINER IS NOT LESS THAN o HE BREAKOUT ELEVATION. 10" 98.20' 14" 96.25' SEPTIC TANK 4" PVC OUT TO LEACHING FACILITY p �o � � 5. SLOPE ALL SOLID PIPE AT 1.0 /o MINIMUM. oo o 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 96.50' 95.67' MIN. 95.50' 2' op op o pp 7. LOCAL BOARD OF HEALTH TO BE NOTIFIED PRIOR TO BACK FILLING WHEN 48„ OUTLET TEE 0 0 0 0 0 0 0 0 0 Qp op 0 0 0 0 Do SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS NOT TO 6"CRUSHED STONE po ppo po BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH. 36.2 22"ZABEL FILTER OVER MECHANICALLY po 0 0 0 0 0 0 0 0 0 0 0 8. ELEVATIONS BASED ON ASSUMED DATUM OF 100.00' MSL OBTAINED MODEL#A1801 HIP(GAS COMPACTED BASE - FROM A NAIL IN A FENCE POST AS SHOWN ON PLAN. 4 9 BAFFLE ON BOTTOM) 5 4.O 8 5' I 4.O 3.55' ' 3.55' 9• CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION OUTLET DISTRIBUTION BOX 6"CRUSHED STONE TO BE INSTALLED ON A LEVEL STABLE 25.0 (NP') THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE OVER MECHANICALLY BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV.= 88.07' AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY COMPACTED BASE 93.40 12.0' DISCREPANCIES TO THE DESIGN ENGINEER. PIPES TO BE LAID LEVEL. PROPOSED 1500 GALLON CONCRETE SEPTIC TANK 2 - 500 GAL. CHAMBERS 10• ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE CROSS SECTION VIEW 5'MIN. STRUCTURES SHALL BE MADE WATERTIGHT. LENGTH 10.5' WIDTH 5.66' DEPTH 5.58' TYPICAL DISTRIBUTION BOX DETAIL PICAL CHAMBER PROFILE CHAMBER DETAILS CHAMBER END VIEW 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR SEPTIC TANK PROFILE NOT TO SCALE ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH NOT TO SCALE NOT TO SCALE DETERMINATION FROM APPROPRIATE AUTHORITY. 4CH12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS 911 t .� TEST PIT DATA LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE (06 �Vrrt� r THEY SHALL WITHSTAND H-20 LOADING. AGENT: Unwitnessed 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND N • /le, r �� 8 0 '` SOIL EVALUATOR: Bradley M. Bertolo FINES. s.a d , DATE: March 18, 2004 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND • UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF ° • : " TEST PIT#: 1 LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN ELEV TOP: 99.07' COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). • „ a ELEV WATER: 88.07' 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN * • s a • * o* •� PERC RATE: <2 Min./In. SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. r � 16. PROPOSED PROJECT IS LOCATED WITHIN: r ; DEPTH OF PERC : 44"-62" All ASSESSORS MAP 291 PARCEL 237 a• i ` r TEXTURAL CLASS: 1 17. OWNER OF RECORD: EDWARD F. & DOROTHY C. BRADLEY • e ADDRESS: PO BOX 1180 � � r 0 99.0T SOUTH YARMOUTH, MA 02664 • y.� FEMA FLOOD ZONE C ` AS SHOWN ON COMMUNITY PANEL# 250001 0005 C PROPOSED 1500 Q «• Otis Fill MAP 291 GALLON SEPTIC TANK . . 18. PLAN REFERENCE: • ` ' 1 24" 97.07' 1. LAND COURT PLAN 27099B. PARCEL 236 EXISTING LEACHING PIT TO • r _ A Loamy Sand 10YR 3/2 19. DEED REFERENCE: N/F VENEZIANO BE PUMPED AND FILLED 0 28" 96.74' 1. LAND COURT CERTIFICATE 105152. WITH CLEAN SAND ��� � � B Loamy Sand 10YR 5/6 20. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. EXISTING DAMAGED 1000 GALLON a 44" 95.40' 21. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN iS TO BE USED ONLY SEPTIC TANK TO BE PUMPED, Perc. FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY CRUSHED AND BOTTOM TO 62" PUNCTURED IN ACCORDANANCEE 8 93.90' FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. ,� � ---- PROPOSED WITH TITLE V f DISTRIBUTION BOX {- + + M-C Sand 2.5Y 5/6 + 'S7g"3 C-1 30%Gravel 8. ,98o81 E LOCUS PLAN J xf# SCALE: 1"= 1000' 96" 91.07' U + k ►• I CC LEGEND E + C-2 Medium Sand 2.5Y 6/4 ° W (n DESIGN DATA -- - �C. - -- - - EXISTING CONTOUR Q cov in err ( I HC2 W U J CO O')Lu Y , _W W z 00 f X x X k 132" _ 88.07� 50 PROPOSED SPOT GRADES o ; Q Z ; O L ► a Mottling @ 132" 138" 87.57' r PROPOSED CONTOUR jMAP 291 �� !� 362. DECK 'h EXISTING / W EXISTING UNDERGROUND CABLE LINE PARCEL 237 \ x rn 3-BEDROOM p/ 0 co OF BEDROOMS (ASSESSORS) 3 ` 15,688 S.F. ± \'�+` 0 25•0' DWELLING '� ' w NUMBER OF BEDROOMS(DESIGN) 3 \ N ... O :.'.' TOF= 101.89' c, o EXISTING WATERLINE o ' DESIGN FLOW 110 GAUDAY/BEDROOM ;:` 1 x I ( ) HC1 o N I TOTAL DESIGN FLOW 330 GAUDAY EXISTING OVERHEAD UTILITIES co 0 DESIGN FLOW X 200 % = 660 GAUDAY 11 CV) 9x 7 Q -� USE PROPOSED 1500-GALLON SEPTIC TANK... . ....... . L.C. BND B " ' '• 99x07 ® o TEST PIT LOCATION _ (3 , / �\ O O EXISTING 1000 GALLON SEPTIC TANK _ I 2o, (2)rr \ ws + i DRIVE r INSTALL 2 - 500 GAL. CHAMBERS Q O Q PROPOSED 1500 GALLON SEPTIC TANK 58100 , "E _ 192.381 I 7 J L 4"SOLID SCHEDULE 40 PVC PIPE Lu PROPOSED 2-500 GALLON _ SIDEWALL CAPACITY ❑ DISTRIBUTION BOX LEACHING CHAMBERS UP CO' LU a (LENGTH +WIDTH)(2)(2'HIGH) (.74 GPD/S.F.) = GAUDAY 0 500 GAL. LEACHING CHAMBER MAP 291 BM 12721 � ' (25.0'+ 12.0') (2)(2') (.74 GPD/S.F.) = 109.5 GAL/DAY Nail In Fence , Elev. = 100.00' BOTTOM CAPACITY PARCEL 041 Assumed N/F BETTS (LENGTH x WIDTH) (.74 GPD/S.F.) = GAUDAY REV. DATE BY APP'D. DESCRIPTION MAP 291 (25.0'x 12.0') (.74 GPD/S.F.) = 222 GAUDAY PROPOSED SEPTIC SYSTEM UPGRADE LM PARCEL 238 PREPARED FOR: N/F DONALSON + a TOTALS: DESCRIPTION HC 1 HC 2 o EDWARD BRADLEY LU TOTAL NUMBER OF CHAMBERS: 2 LEACHING CORNER(1) 26.4' 41.9' p TOTAL LEACHING AREA: 448 SQ.FT. LOCATED AT + w LEACHING CORNER(2) 30.0' 63.7' TOTAL LEACHING CAPACITY: 331.5 GAL./DAY 177 MEGAN ROAD LEACHING CORNER(3) 40.5' 69.3' P HYANNIS, MA 02655 LEACHING CORNER(4) 38.0' 50.0' SCALE: 1 INCH = 20 FT. DATE: MARCH 23, 2004 0 10 20 40 80 FEET OA atti oF �c r`? JOhiN L. LT PREPARED BY: g "uRCHILL JR_ JR- r' JC ENGINEERING, INC. SITE PLAN NoC'41807 2854 CRANBERRY HIGHWAY r <`:' � EAST WAREHAM, MA 02538 SCALE: 1"=20' 508.273.0377 Drawn By: MLP Designed By:MLP Checked By:JLC JOB No.636