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0143 JONES ROAD - Health
14�3- Jones-Road- r Marstons�Mills A="047�"04± r I ' I I i No. 4210 1/3 YEL C41, 1000 .., �t5 o� L Y Ae jr I i F TOWN OF BARNSTABLE LOCATION /`/3 JOyIFS rid• SEWAGE# O/S'- %�2 k VILLAGE/*,#rST0n,s knIIIJ ASSESSOR'S MAP&PARCEL 0 y7'4y2 INSTALLER'S NAME&PHONE NO. �S'aS' y20 �97�� Jdstp��c 13,We.-I-05 SEPTIC TANK CAPACITY 1500 LEACHING FACILITY.(type) A-5'00 - 9 gbF1-S (size) NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: 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 ✓1 .•c JowCs l2�1 0 (3 2 3�, ® • e (3 - 3— y6,• l Town of B. a nstable - P# l 9 of� . Department of Regulatory Services Public Health Division Bate tea$ 200 Main Street,Hyannis MA 02601 frFp Ml't� i ' Date Scheduled ' Time l Fee Pd. l i i I ,foil Suitability Assess raient,fog- Sewgge isposal Performed By: 1 ��r Me� i Witnessed By:_ ;/ (n c Lkl• ,A r R LOCATION & GENE_ RAL I3 IINFORMA TION Owners NamLocation Address Je pcw Address S 4,,4� Assessor's Map/Nrcel: D / ►' I Engineer's Name NEW CONSIRU�'I;ION REPAIR '\ Telephone# '509 360 Land Use V V QF—'N TI A-U/ Slopes 0 ' S Surface Stones NP n Distances from: Open Water Body ft Possible Wee Area 2D©ft Drinking Water Well ft i ))tainage Way 206 f[ Property Line >I y ft Other ft SKETCH:(street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proxitnity to holes) SleC, Aj • I j i i i E 1l N Parent material(geglogic) WAA\ I Depth to Bedrock Depth to Groundwaker. Standing Water in Hole:''' II ' Weeping from Pit FgCe Estimated Seasonal Vigh Groundwater N I Dt�'EMIINATION FOR SEAS AL HIGH WATrR TADLE Method Used: in Depth Cibperved standing in obs.hole: in. Depth to soil mottles: Depth toiweeping from side of obs.hole: i in. Groundwater Adjustment tt I Adj.Oroundwater Level Index Wei!# Reading Date in Well leV�l —__ Adj.t I�tor _ I PERCOLATibN TEST . Date 'x e Observation ' Tiine at 9" .._� Hole# i 33 -S1 Time at6" --- Depth of Pere - Start Pre-soak Time.@ if�03 Time(9" End Pre-soak lo'l Rate MinAnch ! Site Suitability Assessment Site Passed Site Failed: Additional Testing Needed(Y/N) Original:.Public E?e$lth Division Observation Hole Data To Be Completed on Back--- j� ***If percolajibn test is to be conducted within 100' of wetland,y ou must first notify the Barnstable C44servation Division at least one(1) week prioi-to beginning. DEEP OBSERVATION HOLE LOG Hole# • Other Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc %Gravel DEEP OBSERVATION HOLE LOG Hole# If Depth from Soil Horizon Soil Texture Soil Color Soil Other Mottling (Structure,Stones,Boulders. Surface(in.) (USDA) (Munsell) Consistency.%Gra el Dkw ikILPC 5'- 13$'l G 2 5 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Ho rizon Soil Texture Soil Color Soil Other P Boulders. Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones, Consistency,%Gravel DEEP OBSERVATION HOLE LOG Hole# !� from Soil Horizon Soil Texture Soil Color Soil Other Depth m i Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones.Boulders. Consisten ravel) I Flood Insurance Rate Map: Above 500 year flood boundary S No YesJ Within 500 year boundary No_�// Yes Within 100 year flood boundary No✓ 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? If not,what is the depth of naturally occurring per ious material? Certification o� I certify that on \ (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 require` ainin expertise and experience described in 3.10 CMR 15.017. / 4.. Signature Date Q Q:\S EPTICVERCFORM.DOC T 3 4 �bR ors u � 2G"1 s 2� � � Y Joe r,!,> S Per -z//j��;� -7 No. S� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 4pfication for Misposal *pstem Construrtion Permit Application for a Permit to Construct( ) Repair(44-i6pgrade Y Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.j'Y3 JMIES Rooct fe Owner's Name,Address,and Tel.No. M�rs�hS Assessor's Map/Parcel O f 7—0'Yt Installer's N Add ess,and Tel.No.SOB—-/20- 173 Designer's Name,,Address d Tel.No. ,Kr�yry�.G �liar.3rr`if / , �- � Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ?f O gpd Design flow provided Z gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Sail Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date c Application Approved by Date —/ ! 5 Application Disapproved by Date for the following reasons Permit No. — �'�'1 Date Issued ^t S^t S No. �y IWO-~ Fee t " f THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2ppYication for Disposal *pstem Construction Permit Application for a Permit to Construct( ) Repair( A pgra(ah g-�Gandon( ) El Complete System ❑Individual Components r Location Address or Lot No./,Y3 JUh%S /`�O/� Owners Name,Address,and Tel.No. Assessor's Map/Parcel p y y-U 2 Installer's Name,Address,and Tel.No. 5-OG- elZd j-c/7.3 e Designer's Name;Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures tfc; Design Flow(min.required) O gpd Design flow provided- '� L gpd Plai• Date Number of sheets_ Revision Date -t' Title t Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: y Agreement: `w > 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 Health. E >, Signed /� I `7� , i 2�-2�- Date Application A roved b �^ 5 Date ��S PP Y 5 Application Disapproved by Date for the following reasons Permit No. Date Issued ---------------- ------------------------- _ ---------------------------------------------------------------------- HE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired Upgraded(Z-)— Abandoned( )by , �' ��/ Z)G at /r/ /lil�I F S `2d eG/ G�FIi'370&5 �///�- has been constructed in accordance with the provisions of Title `5�and the for Disposal System Construction Permit No.-70 15 '�y( dated Installer �/�f G;�� (/� /J�I{�/�/J J Designer /.: � S, #bedrooms `� Approved design flov& gpd The issuance of tis permit shall not be construed as a guarantee that the system 1k fu ct o as de si E ed. n e Date Inspector - ----=-------------------------------- No. do C 1 5 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction permit Permission is hereby granted to Construct( ) Repair Upgrade(, r Abandon( ) System located at /y 3 JO;��S /<0, and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit— Date f S Approved by U ATi/13/201VTRU 03:20 Fri FAX No. P. 002 Town of Barnstable Regulatory Services Richard'V. Scali,Interim Director '� gti��rsarr, S M' Public Health Division 16 g. ro r d Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer &Designer Certification Form ti pp,, Date: i Sewage Permit# Assessor's MaplParcel [� `7 - 4 Designer: 'Installer: dmenez Address: Po 60�I Address: z/emwwe t?n was issued a permit to install a (date)- (installer) ,� septic system at s . A4. All 1ii based on a design drawn by (address) dated (designer)������ I 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 and/or septic tank Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i_e_ greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State &Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was cons tru fiance with the terms of the RA approval,letters(if applicable) RR �..� (IdstilliFs Signature) ; No. 1140 (Designer's Signature) (Ax tamp Here) 711EASE RETURN TO BARNST LE PUBLIC ffiHEALTH DIVISION'. CERTIFICATE OF COMPLIANCE WILL NOT DE ISSUED UNTIL BOTH THIS FORM AND AS. BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. TELkNK YOU, Q:1SeptialDe9igner Certification Form Rcv 8-14-13.doc Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 143 Jones Road Property Address Karen Clark Owner Owner's Name information is required for Marstons Mills Ma. 02648 5/3/2007 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. Important:When filling out A. General Information " forms on the computer,use 1. Inspector: only the tab key to move your Robert Paolini cursor-do not Name of Inspector use the ieturn key. Capewide Enterprises,LLC Company Name r� P.O.Box 763 Company Address / Centerville Ma. 02632 10f City/Town State Zip Code (508)428-4028 Telephone Number License Number - . B. Certification I certify that I have personally inspected the sewage disposal system at this address and tha��t'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 1�340 9f Title 5 (310 CMR 15.000). The system: ':! �R � cr ® Passes ❑ Conditionally Passes ❑ Fails ._ cn ❑ Needs Further Evaluation b the Local Approving Authority 5/3/2007 Inspector's Signatur 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. 143 jones rd.•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 15 � Commonwealth of Massachusetts mx Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,M 143'Jones Road Property Address Karen Clark Owner Owner's Name information is required for Marstons Mills Ma.. 02648 5/3/2007 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: The septic system is in proper working order at the present time. 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. Answer yes, no or not determined (Y, N, ND) in they❑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. j ND Explain: ❑ 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 ❑ obstruction is removed 143 jones rd.•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 15 i Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 143 Jones Road Property Address Karen Clark . Owner Owner's Name information is Marstons Mills Ma. 02648 5/3/2007 required for every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ distribution box is leveled or replaced ND Explain: ❑ 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 ❑ obstruction is removed ND Explain: 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 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 watery- supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. 143 jones rd.-08/06 Tide 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 143 Jones Road Property Address Karen Clark Owner Owner's Name information is Marstons Mills Ma. 02648 5/3/2007 required for i every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) C) Further Evaluation is Required by the Board of Health (cont.): ❑ 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 s bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters �� due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than Y2 day flow Required pumping more than 4 times in the last year NOT due to clogged or El ® 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. 143 jones rd.•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 15 Commonwealth of Massachusetts M v Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,M 143 Jones Road Property Address Karen Clark Owner Owner's Name information is required for Marstons Mills Ma. 02648 5/3/2007 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) D) System Failure Criteria Applicable to All Systems (cont.)— Yes No ❑ ® 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 CM 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. ate. 143 jones rd.•08/06 Tide 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 15 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 143 Jones Road Property Address " Karen Clark Owner Owner's Name information is Marstons Mills Ma. 02648 5/3/2007 required for 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? ~y" ® ❑ 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)] 143 jones rd.-08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 143 Jones Road Property Address Karen Clark Owner Owner's Name information is required for Marstons Mills Ma. 02648 5/3/2007 every page. City/Town State Zip Code Date of Inspection D. System Information Residential Flow Conditions: Number of bedrooms (design): 3 Number of bedrooms (actual): 2 _ DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 .4 . Number of current residents: 2 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 ears usage 2005:68,000 g ( y g (gpd)): 2006:60,000 Sump pump? ❑ Yes ® No Last date of occupancy: 5/3/2007 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: Last date of occupancy/use: Date Other(describe): 143 jones rd.•08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 15 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M , 143 Jones Road - Property Address Karen Clark Owner Owner's Name information is required for Marstons Mills Ma. 02648 5/3/2007 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) General Information Pumping Records: Source of information: NA 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) ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): Approximate age of all components, date installed (if known)and source of.information: 1978 Were sewage odors detected when arriving at the site? ❑ Yes ® No �- 143 Jones rd.•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 15 r Commonwealth of Massachusetts Title 5 Official Inspection Form Tye Subsurface Sewage Disposal System Form -Not for Voluntary Assessments wM ,•°'t 143 Jones Road Property Address Karen Clark Owner Owner's Name information is required for Marstons Mills Ma. 02648 5/3/2007 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Building Sewer(locate on site plan): 1' Depth below grade: feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): 20' Distance from private water supply well or suction line. feet feet Comments (on condition of joints,venting, evidence of leakage, etc.): Joints appear tight.No evidence of leakage.System vented through the house vents. Septic Tank(locate on site plan): 1' Depth below grade: feet Material of construction: E concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain) J If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No ------------------------------------------------------------------------------------------------------------------------ 8'6"x4'10"x5'7" - Dimensions: 2" Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle 24" Scum thickness 3@1 Distance from top of scum to top of outlet tee or baffle 911 Distance from bottom of scum to bottom of outlet tee or baffle 12" How were dimensions determined? Measured 143 Jones rd.-08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 4 M 143 Jones Road Property Address Karen Clark Owner Owner's Name information is required for Marstons Mills Ma. 02648 5/3/2007 - 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.): Pump septic tank every 2-3 years.lnlet and outlet tees are in place.No evidence of Ieakage.Tank appears structurally sound. 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 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): 143 jones rd.•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 15 r Commonwealth of Massachusetts . Title 5 Official Inspection Form .. Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 143 Jones Road - = Property Address Karen Clark Owner Owner's Name information is required for Marstons Mills Ma. 02648 5/3/2007 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Tight or Holding Tank(cont.) 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 Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert No 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 is level.No signs of leakage into or out of box.No evidence of solids carryover. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No - Alarms in working order: ❑ Yes ❑ No 143 jones rd.•08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 15 Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 143 Jones Road Property Address Karen Clark Owner Owner's Name information is required for Marstons Mills Ma. 02648 5/3/2007 every page. CityiTown State Zip Code Date of Inspection D. System Information (cont.) 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: Type: ® leaching pits number: 1 ❑ 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.): Sandy soil. No signs of hydraulic failure.Leaching pit water to invert pipe was 8"at time of inspection. 143 jones rd.•08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 15 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 143 Jones Road Property Address Karen Clark -. Owner Owner's Name information is Marstons Mills Ma. 02648. 5/3/2007 w" required for every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 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 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.): 143 Jones rd.•08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 143 Jones Road Property Address Karen Clark Owner Owner's Name information is required for Marstons Mills Ma. 02648 5/3/2007 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a sketch 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. J 'lisq ) i r � CY I � i 143 Jones rd.•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,M 143 Jones Road Property Address Karen Clark Owner Owner's Name information is required for Marstons Mills Ma. 02648 5/3/2007 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) ` 7 Site Exam: ® Check Slope ® Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to ground water: 70' 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: As-Built card ® Checked with local excavators, installers- (attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: Used:Gaherty& Miller model 12/16/94 ground water elevations.Used:USGS observation well data June 1992.Used:Technical bulletin 92-000-01 plate#2 annual ranges of ground water elevations. 143 Jones rd.•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 15 TOWN OF BARNSTABLE LOCATION J0/0141' % SEWAGE #a9W7— ASSESSOR'S MAP & LOT 5G7�Z� INSTALLER'S NAME&PHONE NO.did. DI.- 49, ss� SEPTIC TANK CAPACITY LEACHING FACILITY: (type) //T (size) L SSG 7 ,1' . NO. OF BEDROOMS BUILDER OR OWNERti�-�.`!r �- PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on-site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet f leaching facili ) Feet Furnished by &e 4 Aids _ d70 Y T F. 44- ' is �xc40'.5 G xv- /°/T f a, th No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Zipplication for Miopogal *p6tem COltgtrurtion Permit Application for a Permit to Construct( . )Repair(V11upgrade( )Abandon( ) ❑Complete System El Individual Components Location Address or Lot No. Mn Owner's Name,Address and Tel.No. Assessor'sMap/Parcel V'0770T,_7, Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Co 1 'Roc b �1Lc. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) 000 Other type of Building 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 1300 Type of S.A.S. Description of Soil, Nature f Repairs or Alterations(Answer when applicable Q e Z. I to ti• 6L Date last inspected: S• 3 0q 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 o placJe,,the system in operation until a Certifi- cate of Compliance has been i u by is oar d of jalth. a;cMJ�Jd.I'.iuv Si ed E0 l Date Application Approved b Date Application Disapproved for the following reasons Permit No. "4002 3 OG! — Date Issued � ,o ----------- ———————— No. r Jv� `--,,a a+ j,= Y Fee >9 lYh ^ �'HE°COMMONWEALT OF MASS ACHUSETTS°'"1 ` i Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLEs MASSACHUSETTS R-pplicati-en for Miqu ar *potemr Con truction Permit Application fob a Permit to Construct( )Repair( Xpgrade( )Abandon( ) ❑Complete System `E3 Individual Co mpo nts Location Address or Lot No. 1 4_�—,70 n,?J Owner's Name,Address and Tel.N Assessor's Map/Parcel (,/ai e" Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. r Cr , t� 5Vo._� ( S . Type of Building: ' f 5 Dwelling No.of Bedrooms Lot Size _sq.ft. Garbage Grinder,( Other Type of Building f No.of Persons Showers( ) Cafeteria( ) Other Fixtures c Design Flow gallons per day. Calculated daily flow gallons. ' Plan Date Number of sheets Revision Date -Title — Size of Septic Tank l k)0 Type of S.A.S. Description of Soil, Nature of Repairs or Alterations(Answer when applicable) q1 9 1 c h . Date last inspected: S- -Ua 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 ued by this Board of H lth. ? �J Si ed �.w. lute.Z �. Date 7A 0 e Application Approved b Date Application Disapproved for the following reasons Permit No. ="10 U' :7 _3©d Date Issued = A , --------- ---------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (tertif irate of (,Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded Abandoned( )by oua. f n at /_� g has been constructed}}'n acc9rdance with the provisions of Title 5 and the for Disposal System Construction Permit No. AQ0 7 3 'dated ?/1�` Installer &h?e6-_A u& .6). Designer The issuance of this permit shall not b con& ed as a guarantee that tresystem wt .ulctt n as desigrie . Date Insnect�x i r ------------------------------------------- No. > / 3o c) Fee -� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION . BARNSTABLEs MASSACHUSETTS Migaal *pgtem Conk urtion Permit Permission is hereby granted to Construct( )Repair( )Upgrade(1,�Abandon( ) System located 4 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction ust be ompleted within three years of the date(of this p t. Date: � / Approved by o LOsCATION ��� j ,� SEWAGE PERMIT NO. IZ ��. VI& LAGE 2 cb S747YS ) I N S T A LLER'S NAME & ADDRESS B U I'l DE R OR OWNER �0 DA T E PERMIT ISSUED ,Z DAT E COMPLIANCE ISSUED /� .�/ �" -. ( �� ., !� _ . � - ` � ,. �� � , � �_ �� �. �� �:�� _ ;jrrs--� � - - -- ---___ __ - - ,� N.... Fps........ ....._............. .. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH --..................TOWN .....OF........BARNSTABLE. .. ........ Appliratiou for 11hipaii al Works Tontitrurtion ramit Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at Jone"s-ARoad, Marston Mills Lot 455 w _.. Location-Address or Lot No. :---•....• ...............1.?L -!1!'YL ••...................................................... Owner Address ............................� .�._.tl Jt�.hl.......................................... ..............................S ! ..................._................._..... Installer Address Type of Building C Size Lot...22...62.8--------Sq. f�t Dwelling—No. of Bedrooms...........3...............................Expansion Attic ( ) Garbage Grinder Ov. Other—T e of Building No. of persons............................ Showers — Cafeteria Otherfixtures -----------------------"----"-"•-"-•"---""•"--••••------••--••--•-••-----•-...-•••••••-•-••••--•••••-••-•-•.................--•---•--••-------••-•-- W Design Flow..... 5..................................gallons per person per day. Total daily flow......................3 3 P........_..._.gallons. WSeptic Tank—Liquid capacity10.0---•gallons Length$..._6�.._ Width.4 '.-10"Diameter................ Depth 5__-4" x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No........1.......... Diameter.......10.'..... Depth below inl.. Z __ Total leaching area....2.6.7......sq. ft. Z Other Distribution box ( X) Dosing tank ( ) d '-' Percolation Test Results Performed byCa e..-.Cad_.Bur.MaY...COI18.Lia.-taritSDate.Ap.xj l....2.6.....19.7-8 a Test Pit No. 1.......2-......minutes per inch Depth of Test Pit........12'._... Depth to ground water......... 11.OX3 .... Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water----.--. .......---. .....•••••••--•-•.......•••-•---•-•.................••--.............-••..._._..........._......................•-••--.......•-•-- (tF flF O Description of Soil..........0-0.5 wood -loam,_.0 ..5--3 . 0 subsoil.,...3 . 0-12 .0 me �qss� x ..._..... sand &_•gravel •--- °_ a,�aER�. cyN_ v ----- .. F. m DAYLOR U Nature of Repairs or Alterations—Answer when applicable.............................................................. .... ......r4o:_T374f'"""" y •.................................................................... ....................................................................................... •.... o.. .......... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in a l the provisions of iITL ILE - 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Sig d ..6�— Date Application Approved By....... •-•-•-... ••••.• -• rl ` Date i Application Disapproved for the following reasons:.............................................................................................................. .........-•---------••...............•--•----•--......---•--•-------------•------............-------•--------••----•------•---•----•••••••-••--•-••-••••-••-••--•------•••-----•----•-••---•-------••--- Date PermitNo......................................................._ Issued....................................................... Date v No....... FE$.............................. 3 THE COMMONWEALTH OF MASSACHUSETTS BOAJ'RD OF HEALTH • 4 OWN......O F.........BAMISTF_,B.LF................................................ Appliration for M-4pooal Works Tonstrn.rtion ami# Application is hereby made for a Permit to Construct ( X) or Repair ( ) an Individual Sewage Disposal System at: .............. -J s Road,. marston Milli -----------------------------Lot 455 _..._.:._....-- ............... —Location-Address or Lot No. `FM1 F r / x r/ e� J r r ).J F.... 'CCl ��) Address T Owner t /�� / i �°/ ! s WL ••••----•-•-•--• ----•.................. ....•-.............................................._ � �� � ✓� In�aller ��,J Address Type of Building Size Lot.... 2---62-8--------S -,.Dwelling—No. of Bedrooms..........3...............................Expansion Attic ( ) Garbage Grinder aOther—Type of Building ............................ No. of person&............................ Showers ( ) Cafeteria ( ) Otherfixtures ..---•-•---••----•------------------•-••----•--.............--------------------------------------------•--...------------.............--•--.....---:. W Design Flow.....5.5..................................gallons per person per day. Total daily flow__-_----..--._-.____-33.0..............gallons. Ra Septic Tank—Liquid capacityl.000--gallons Length.$. Width.4•o 1.0•"Diameter................ Depth.5, A.... Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area.....................sq. ft. Seepage Pit No.••---•.1.......... Diameter----••.14!-•-• Depth below iaex.-- . Total leaching area.. 267 sq. ft. z Other Distribution box ( X) Dosing tank ( ) /!f�'" Percolation Test Results Performed b yCa32 CoCrt 'ilE' �'�3Fi3' ii3rtSpate. Rr lf, }978 a Test Pit No. I.......2......minutes per inch Depth of Test Pit--------12`..... Depth to ground water.........T}pn-e,__. Test Pit,No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ x r D Description of Soil..........C1-Q_._5... 3..-0=12_0.. I�e �? . U ••......------••---•••-•.................sr' nd...&::graval.............................................................................................. �5�� ..._R4BERT• cyN t, b M4 V Nature of Repairs or Alterations``"Answer when applicable............: .................................................... ... _____DAYLOR-. ' o ,A No.23741 .........................................•..........--•-•......----•---•-•----••-•--••••••--....................:. ...... Agreement: F The undersigned agrees .to install the aforedescribed Individual Sewage Disposal System in acc > the provisions of T IT T-Zj 5 of the State Sanitary Code— The undersigned further agrees not to place the sys a in operation until a Certificate of Compliance has been issued by the board of health. Sie .......................................................... w ,� Date Application Approved By..--.... --- .... .r-!©... --- = .7 . Date Application Disapproved for the following reasons---------------••-••......-•-----••••-•••.!,.••--•--••--••••-•••-•-•-•••---•--------•-•---••------....••-••- .........................................................- --- 1�1.. Date PermitNo................................... .. Issued.......................•-._.........--••- -------•-•- Date THE COMMONWEALTH OF MASSACHUSETTS, BOARD OF HEALTH ....... .OF........... ...................`........................................... (Irr#ifirFa#le of Tomplianrr THIS IS TO CERTIFY, That:the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by.................................ja...... :,.......... ==--•---• _ j O I'L/y Installer _, ,. at.... :. �_ ....., ......--•• •.....--••------•-•• - .ter- c7 5 1 r has been installed accordance with due provisions of T , 5'VXT44(`-State Sanitary de as described in the application for Dis osal Works Construction Permit No i��:---Z„ t.!' ......... dated-..- ........ ''THE ISSUANCE OF THIS CERTIFICATE SHAL'tAOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL"FUNCTION SATISFACTORY. DATE...... ..:��' �---•------------ Inspector,......................... .............................. THE COMMONWEALTH OF MASSACHUS TS BOARD O HEALT :: r lf ,:.. 0 ........... .. . .................. r.M/ No........ ! 1� . FEE............ .......... Disposal,sal, Works T-Lonotr ivit pautit Permission is hereby granted.`: - :..... to Construct ) or Repair ( ��an',I i1 61 Sewage'Disposal System rr r .14 `3 ✓J11 . ........ `� S I �f . as shown on the application for'Disposal Works Construction�r it Dd ._:.. ......... Dated..._' o�.�..-".Z�' t -•_.. .... . !.. . ...........................................- DATE................................................................................ Boa alth FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS 4 ' MARSTONS MILLS + LEGEND EXIST. I 9000 PIT (see Note 10) PROPOSED CONTOUR RACE �e 1 O 1 ® PROPOSED SPOT GRADE -- 98 -- EXISTING CONTOUR •� + 96.52 EXISTING SPOT`GRADE, � W— EXISTING WATER SERVICE Shy NN�0 i tiss. TEST PIT � I �S(• C y0 100 �SSt 7%0 �y RN Rp SITE \ LOCUS MAP vent LOCUS INFORMATION \ p TITLE REF: CERT. 143496 PARCEL ID: MAP 047 PAR. 042 EXIST. 1 ,500 GAL O00 \` \o • jH-2 SEPTIC TANK 101 <.-'/ °�d- 10 SEPTIC SYSTEM REPAIR PLAN LOCATED AT: 143 JONES ROAD AG MARSTONS MILLS, MA. 0F\c� tK �/ PREPARED FOR s � ��'\' �°P �°'� ° PERRY JUNE 18, 2015 �\V1C .0// ���� OF M9s�q�y LOT 455 D 'R , �. 22,626± SF 0.52� AC �0.-1140 99 � �' ' sisl99 ° $4NITAR�a� , 1 � ' MEYER & SONS INC. P.O. Box 981 E. SANDWICH , MA 02537 PH. (508)360-3311 fax (774)413-9468 meyerandsonstitle5@gmail.com SCALE 1"=20' SHEET 1 OF 2 J 1491 is t ELEV. TOP FOUNDATION NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS (Existing) BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE FINISHED GRADE (101.0) = 101.50�.A F.G.EL: 100.0 F.G.EL: 99.8 F.G. El: 100.8 VENT MAINTAIN 2% MIN SLOPE OVER LEACHING AREA A .D 2" OF 3/8" DOUBLE WASHED 3/4" - 1-1/2" F.G.EL: 98.70 STONE OR FILTER FABRIC • •' • ' DOUBLE WASHED STONE A 6" 4" SCH 40 PVC y 1o"I 14" 6 a S= 1% ®®®®®®®®®®® (MIN.) ®®®®®®®®®®® A. TEE'S ARE TO BE INV.96.75 2 EFF. DEPTH ®®®®®®®®®®® :a 4" SCH 40 PVC INV.97.40 FF INV.96.58 4' 2 X 8.5 4' EXISTING OUTLET BALE PROPOSED DB-3 :..••. ., . .. DISTRIBUTION BOX EFFECTIVE LENGTH = 25' INV. 97.65 (H20) INV. ELEV.= 96.40 EXISTING 1 ,500 GALLON SEPTIC TANK GAS BAFFLE TO BE INSTALLED ON ����` OF MAssq BREAKOUT OUTLET TEE AS MANUFACTURED BY �`� �y TUF-TITE, ZABEL, OR EQUAL D R R ELEV.= 97.40 �' j TOP CONC. ELEV.= 97.40 NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING 11 o INV. ELEV.= 96.40 E3 ®® ®®®®®®® . PIPE INVERTS PRIOR TO CONSTRUCTION ®®®®®®® 2) D-BOX SHALL BE SET LEVEL AND TRUE TO RFC/S1 ®®®®®®® GRADE ON A MECHANICALLY COMPACTED SIX SANITAR��`� BOTTOM EL.= 94.40 ®®®®®®® INCH CRUSHED STONE BASE, AS SPECIFIED IN 3.75' 5 FT. 3.75' 310 CMR 15.221(2) 3) REPLACE EXISTING 1,500 GALLON SEPTIC TANK SEPARATION 5.10 FT. EFFECTIVE WIDTH = 12.5' WITH 1500 GALLON SEPTIC TANK IF FAILED, DAMAGED, NOT H2O LOADING, OR UNDERSIZED. SEPTIC SYSTEM PROFILE 4) INSTALL INLET & OUTLET TEES W/ BOTTOM OF TESTHOLE EL: 89.30 solL ABSORPTION SYSTEM (SECTION) _ ) GAS BAFFLE AS REQUIRED (500 GALLON (H20) LEACH CHAMBER) GENERAL NOTES: DESIGN CRITERIA I. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL LOGS P#: 14699 BOARD OF HEALTH AND THE DESIGN ENGINEER. NUMBER OF BEDROOMS: 3 BEDROOMM 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS DATE: JUNE 1, 2015 SOIL TEXTURAL CLASS: CLASS I (0.74 GPD/SF) OF THE STATE ENVIRONMENTAL CODE. TITLE V. AND ANY APPLICABLE DESIGN PERCOLATION RATE: <2 MIN/IN LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614 - 310 CMR 15.405 (1) (B): WITNESS: DAVID STANTON, BARNSTABLE B.O.H. DAILY FLOW: 110 G.P.D. X 3 BR = DESIGN FLOW: 330 G.P.D. 1) A 0.6 Fr. VARIANCE FROM 310CMR15.221(7) To ALLOW LEACHING GARBAGE GRINDER: NO (not designed for garbage grinder) TO BE 3.60 Fr (APPROX.) BELOW GRADE VS REO-D 3 FT. (H20/VENT PROVIDED) SEPTIC TANK: 330 gpd x 200% = 660 gpd, USE EXISTING 1,500 GAL. SEPTIC TANK 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFlLLED PRIOR Elev. TP-1 Depth � Elev. TP-2 Depth TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 100.8 A 0" 101.1 0" (330) = 445.94 S.F. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING LOAMY SAND p` LOAMY SAND LEACHING AREA REQUIRED: 74 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 100.22 7" 1OYR 3/2 ENGINEER BEFORE CONSTRUCTION CONTINUES. B LOAMY SAND 100.35 B LOAMY SAND 9" USE TWO (2) 500 GALLON (1120) PRECAST LEACH CHAMBERS W/ 4' 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 10YR 6/8 10YR 6/8 , , , 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 98.05 33" 98.18 35" STONE ON SIDES & 3.75 STONE ON SIDES: 25 L x 12.5 W x 2 D THE HEALTH rFO CTOR OR PRO ER INSPECTIONS DURING CWNER TO NOTIFY THEONSTRUCTION. OF C C 80TTOM AREA: 25 x 12.5= 312.5 SF 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. SIDE AREA: (25 + 12.5) X 2 X 2 = 150 SF 8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED PERC ® EL. 96.55 MEDIUM SAND MEDIUM SAND Iq TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 2.5Y 6/4 2.5Y 6/4 TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REQ'D 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE DESIGN FLOW PROVIDED: 0.74(462 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5. PROPOSED SEPTIC SYSTEM UPGRADE PLAN 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 89.3 138" 89.60 138" 143 JONES ROAD, MARSTONS MILLS, MA 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY PERC RATE <2 MIN/IN. ("C" HORIZON) Prepored for: Perry 13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. NO GROUNDWATER OBSERVED Engineering and Survey by: - SCALE DRAWN 14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. MEYER&SONS,INC. DMM 15. ALL PIPING TO BE 4" SCH 40 0 1 8" FT UNLESS SPECIRED • I, Darren M. Meyer, R.S., CSE, hereby certify that I om currently approved by MADEP pursuant to 310 CMR 15.017 N.T.S. / / ( ) PO BOX 981 to conduct soil evaluations and that the above certify that I h been performed by Ev consistent with the EASTS"DWICH,MA02537 DATE CHECKED SHEET NO. requirements of 310 CMR 15.017. I further certify that' I have passed the Soil Eval. Exam in October, 1999. W"62--2922 06/18/15 DMM 1 2 0 f 2 24' N NEW DECK 23'-8" ' 62'C 5' » Vzol T- 11 3' © ^I —6 J NEW COUNTRYN 0 Pulldown KITCHEN o Stairs Stove in ^ 16�6" � o N Q „I I ^ m v w 0 �O Ref �' '�m o ,� I 12' q� BEAM ABOVE - — N _ Steel Beam Above 10WX39 (OR EQUAL) II OWX60 (Or Equal) CARBON MONO. PROPOSED GARAGE iE�cr. DINING 01 Q1 Close loset 1 .� EXISTING 3'02 BATHROOM TT © © N EXISTING 24' DWELLING Stairs EUEEDR 11D=V & DOOR SCHEDULE CODE • DESCRIPTION ROUGH OPEN. QUANTITy PROPOSED ALTERATIONS 110M9' A TW 2446 ANDERSEN DOUBLE—HUNG WINDOW W/6/6 GRILLE 30-1 8"X56-1 8 2 01iE O' QENT yi flyr�r �+f i Dy B 2030 ANDERSEN DOUBLE—HUNG WINDOW W/4/4 GRILLE 6-1/8-X44-1/8 3 �Z l>tlllaL'il� �i�liLfA C CN235 ANDERSEN CASEMENT VNNDOW 41-1/4"X41-3/8 1 J 05 07 D rW 2442 ANDERSEN DOUBLE—HUNG VANDOW W 6 6 GRILLES —1 8-X52-, 8 4 PROPOSED FIRST FLOOR PLAN 5/17/07 LOCATION 143 rONM ROAD E I --0- X 12 - 6 TRANSOM WINDOW —1 X X 2 6/06/07 ZAP EMNS stirr, 1 3'-0" X 6'-8" 6 PANEL DOOR 38-1/2'X 7'-0" 1 Jt/s[ti �a�+V� II 3'-0" X 6'-8' SOLID, METAL COATED FIRE DOOR 38-1/2'X 7'-0' 1 DESIGNED BY CJWG R. SffQ", P.E. NOTE THAT NANDOWS DESIGN MUST MEET WIND LOADS III 2'-8" X 6'-8" 6 PANEL DOOR 34-1/2-X 7'-0' 1 2j5 [7t£AT 1{ESIEIPN ROAD P. O. BOX 1044 IV 6'—O' X 6'-8" SLIDING "FRENCH- DOOR 72'X 84' 1 5mjma f S01DRA DENN/S A/ASS 02660 NOTE: CONTRACTOR TO CONFIRM ALL ROUGH OPENINGS B AN Y MUFACTURER SCALE 1& _ �• DRAM BY LE Na ©2007 CRAIG R.SHORT.P.E SHEET Nm 24' N NEW DECK BELOW ROOF Pulldown Stairs Q bi From Garage Below m r w OD L J N PROPOSED GARAGE 2ND FLOOR STORAGE Step O O N EXISTING 24' DWELLING Stairs PROPOSED ALTERATIONS NO•1r�7 DI 16 07 CLJENT KAMW CLl1 K PROPOSED SECOND FLOOR PLAN R om. 7 6/06/07 LOCAnON 143 JONES ROAD JVAR=NS RILLS, MASS DESIGNED BY CR"G R. SHORT, P.E. 2T5 GREAT NESIERN ROAD P. Q BOX f044 SOUTH DENN.S MASS 02560 DRAWN BY � Na 02007 CRAIG R.SNORT,P.E. - R SHEEP Na 5 '. DECK POST (Typ.) „ 7 „ 8" CONCRETE PIERS W/24" "BIGFOOT" PA[ 24' 4 2X10 DECK GIRT 8" THICK POURED CONCRETE WALL ON ^ NEW DECK ^ 10"X 18" POURED CONCRETE FOOTING L-2_ C _ _ _ _ _ i - - - - - - - - - - - -� - - - - - - - - - - - � I ,� 17— F I I DROP GARAGE I Vent/Access FOUNDATION 8" I I I I DROP TOP OF FOUNDATION 2" DROP FOUNDATION I e I I I FOR 2X10 FLOOR JOIST AN ADDITIONAL 12 ANCHOR BOLTS 8' OC MAX. I PROPOSED CRAWL SPACE 3-1 /2" LALLY COLUMN i i i I Access (TYP.) 3„ REAM AROVE - - - - - - - - - - 1 lyl II II N ' PROPOSED GARAGE I L — — — EXISTING CELLAR N IT W/2X8 FLOOR JOIST Step 0 2' 2' EXISTING 24 DWELLING DROP GARAGE FOUNDATION DROP TOP OF AT DOORWAYS FOUNDATION 8" Stairs PROPOSED ALTERATIONS GARAGE FOUNDATION PLAN DT 22 07 CLIENT KAR" CL4RK REV. 3 0 7 6/06/07 LGGA„DN 143 ZONES ROAD HARSTONS RILLS, JfASS: DESIGNED BY CRAW R. SHORT, P.E. 235 GREAT NEVERN ROAD P. 0. BOX 1044 ,m. SOUTH DENNIS MASS`02560 eu saat,maarn saa.�s.saei i SCALE 1 a — 4, DRAtW BY Epp LE Na 02007 CRAIG R.-SHORT, P.E." /OL-iG47 CLARK R-3 dag. SHEET No. 6 2X1.0 RAFTERS 1.6o.c. Top Of Foundation (TYP.) Lally Column 2X8 CEILING JOIST 16"o.c• Steel Plate 8 ��a aaa TYP.) a• oda '°a 8 Anchor Bolts. . •a.•v v v, v. 5/8" CDX PLYWOOD — LALLY COLUMN DETAIL 9 i' —T 12 = 3' g L- 5/8" CDX PLYWOOD 12 2X10 FLOOR JOIST i;12"o.c. _ ARAGE DOOR �iEADER 1/2" CDX PLYWOOD PULLDOWN STAIRS STEEL BEAM r TRANSOM (Or Equal) (TYP.) ATTIC ACCESS "= I WINDOW 5/8" FIRE RATED 2X4 STUDS 16"o.c. PLASTERBOARD �� COLUMN LAL AT LY o�STUDS (TYP.) EACH END ,FIRST FLOOR See Detail tair �I— _ — — TOP OF EXISTING FOUNDATION __ - - - - —. DROP GARAGE lope Garage Floor DROP GARAGE FOUNDATION 8" FOUNDATION 8"f DROP GARAGE FOUNDATION AT DOORWAY PROPOSED CROSS SECTION PROPOSED y�DAyL�TE�ViaRATIONS "°�11m7 'T 5 07 CLIENT L1llLi�[� lJliL1 REV.- 6/06/07 —ON 1D4�.I JAONE�S�ROAD '/,� Jf111>faSl NS �fitLa7, MASS 0ESIGNED BY CRRAIG R. SHORT, P.E. 235 GREAT wS7ERN ROAD P. O. BOX la" ON >alsarn SOU7H DEMM MASS 02660 SCALE 1• _ • GRAVIN BY No. 1 1V1� ©2007 CRAIG R SHORT.P.E. FILE 0 01-1047 CL.ARK R-3 dw. SHEET No.7 I1 2X10 RAFTERS 16"o.c. 5/8" CDX PLYWOOD (TYP.) RIDGE BEAM 9" FG INSULATION — — _—_—_— —_— — — — _�:� 1/2" CDX PLYWOOD 10WX60 (OR EQUAL) (Or Equal) (TYP.) STEEL BEAM TO RE— PLACE EXISTING WALL LALLY COLUMN 7'-4" 2X4 STUDS 16"o.c. (See Detail) 3-1/2" FG INSULATION 9". FG INSULATION 5 8" CDX PLYWOOD 3' STEP 2X10 FLOOR JOIST 16"o.c. rl FINISH GRADE - - - - J N 6" REINFORCED 1 . CONCRETE PROPOSED REAR CROSS SECTION PROPOSED ALTERATIONS NOs1H�T Of s 07 CLIENT KAREN CUM Rom. AE 6/06/07 L—n- 143 TONES ROAD JfARSWNS MZW,, Jl9SS. DESIGNW BY aWG A SNORT, P.E. 235 GREAT ItlfS m ROAD P. O. BOX 1044 �� SOUN D£NN/S MASS: 02660 501�� SCALE 1• _ d• DRAM BY Epp Na 1 104� . 02007 CRAIG R.SHORT.P.E. FILE 0 01-1047 CLARK R-S dam. SHEET Na 8 SOIL LOS \X>tl[�ll l(Ya\V4iuv-�K ar(/a..cLi JudVn/Wi�.LJux ��•I 2"�.PEASTONE �.-LOAM 8 FILL " 12-r'7 MAX. [[))// /)/} •�. .77-?r-+-- • • O OI .�+ DI S L BOX o I,le e • o •I +-I° 24"MIN. /o'MIN. 1000 D e e 1000— GAL- o 0 I, - , , d I A t32•� GAL. / ° PRECAST OR ° ° p PEY SEPTIC c 6po�•�p BLOCK °° °°o TANK 1; • o • SEEPAGE PIT ° ° f I I e° n p a 0 �I AN P ° o +B (/ p 0° ° 0 0 i8'•V 20' MINIMUM o,°°• �° ° °I FOUNDATION 1 i 1 1 /: WASHED STONE • • ti t : l Nt� •�WA7p•$'- ELEVATION SKETCH 10' ~i PRIM RATE urw62 Z°lrt�nJT, SCALE• I°= 4' TEST BY:C�'.G.WHI TIAYa�J.P ate. v TOWN INSPECTOR: PAWL MURIa.AY BACKHOE OPERATQR : TEST MADE ON ?,dQ !!2 ajS d t ff t i \ �f� � ��"s�G.b „�'rfG✓�3'Y ts7f,r' r�'.d'tw:i�. +��s� AREA y. o' LXI � $ t3Dt�N\Xltpol �v/�RY� 33b caa.�:.ln�•� . \ GQh1►� � ! i \ L�iAGfllfJfrs IaJ'2, lr, 1�'AGt1'"r � r° � a.�•t 1 �aT � g1� va�4.t•• III ; , Oki sk ASH OF,y ELEVATION SCHEDULEtiP �ssycrho�"Mgf�c ROBERT y PROPOSED SITE PLAN i ROBERT yw 13 9,IZ c F' all ;Y F. +� 1. INV. AT FOUNDATION - v DAYLOR —�� DAYLOR No.23741 SEWAGE SYSTEM DESIGN . ` No. 20108 "A 2. INV. INTO SEPTIC TANK 1 �,9� ��G� Q{v •f IN `�CfJTE�1<,/J4'� 3. 1 NV. OUT OF SEPTIC TANK = I�1�° � 6�j J©Npl� �• �? _� �} � 4. INV INTO DISTRIBUTION BOX = M,87 5 S g MARST�N>+sMILLF.a� / '�. -SCALE: 1 APR 19.7i$ 5. 1 NV. OUT OF DISTRIBUTION BOX = 1 •�'p C— 46P7 6. INV INTO SEEPAGE PIT = I ?�22 CAPE COD SURVEY CONSULTANTS ROUTE 132 7. BOTTOM OF PIT = 131' ZZ HYANNIS,MASS. A DIVISION BOSTON SURVEY CONSULTANTS, INC. 8. BOTTOM OF STONE LAYER BENCHMARK TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE FOUNDATION LEGEND: 10 FT. MINIMUM FROM SLAB TOWN WATER-w w s w - ELEV. = 100.00_ 10 FT. MIN. WATER SHUT-OFF. .. . .. . .+�.. . . .. . (ASSUMED) CONCRETE WATER VALVUE. .. . .. . . . . . . .. . 0 COVERS GAS LINE-c -c c 4" SCHEDULE 40 PVC PIPE GAS .METER. .. . . .. . ® . .. .. . . . . . . MIN. PITCH 1/8" PER FT. GAS VALVE. `�'.. . .. . . .. . . CELLAR SPACE 37{�EXIST. FULL-. CRAWL ELECTRIC LINE E -E (Addition) 6" MAX. 6" MAX. 99.89 (EXISTING) ELECTRIC METER ••.. . • ® • • • • . . 28" 4" CAST IRON PIPE 6" MAX. ELECTRIC BOX. .. . ..• ® , .. .. • PROPOSED (OR EQUAL) MINIMUM PITCH 1/4" PER FT. ELECTRIC MANHOLE in CATCH BASIN • • . ��) • ZABEL FILTER C14 ELEV.EXIST. CESSPOOL. . . . . . .. . -.. . . . . Q . . . FLOW LINE 97.66 LEACH PIT . . . . . . . . . . P PLUMBING TO BE RAISED ELEV. 97.66 1IN ❑ ❑ ❑ ❑ ❑ O ❑ ❑ ❑ ❑ ❑ ----6 MIN, CLEANOUT. . . . . . . . .. .. • --E)'C.O: AND RE-PIPED BY A PROPOSED LEV. _ _96.67_ LEVEL oo° o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Cl CI ❑ o EXISTING SPOT ELEVATION' x 0.0 L/tE7VEC9 f'LUM�ER A5 PROPOSEDo EXISTING CONTOUR (O.0) NEEDED I ELEV. _ _96.88- GAS 6" SUM ° ELEV. _ _96_25 ELEV. _ _96•d8__ o o° o FINAL SPOT ELEVATION PROPOSED BAFFLE PROPOSED PROPOSED PROPOSED o ° ❑ O ❑ ❑ ❑ ❑ ❑ ❑ ❑ 00 0 o FINAL CONTOUR DISTRIBUTION ELEV. _ o ❑ o EXIST.❑ ❑ ❑ ❑ °o o ° FLAGPOLE. . . . . . . . .r. . . .. . . . . .. . . LIQUID OUTLET BOX 95.73_ DEPTH T - pO ° O ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ °oo :o - HYDRANT.. .. . . . . . . .. . . .� . . . . (TO BE PLACED ON FIRM BASE) EXIST. o ° o LIGHTPOST 4 FEET 14 INCHES TO BE WATER TESTED 1 5 FEET 19 INCHES 5OO GALLON IF MORE THAN ONE OUTLET o o° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ° o° ° MANHOLE O 6 FEET 24 INCHES ° o ° o ° OBS. WELL . 7 FEET 29 INCHES (TO BE PLACED ON FIRM BASE) 8 FEET 34 INCHES SEPTIC TANK ° °° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ° ° o ELEV. _N/A__ PROPOSED SEWER LINE-s -s - EXISTING LEACH CHAMBER WITH STONE WELL N A SEWER MANHOLE ( -Tp • • . . SEE 5/J/07 INSPECTION BY ROBERT PAOLi'NI Z ZONE N A SOIL TEST LOCATION. .. � INDEX N/A TELEPHONE BOX• • • • . © . . . . .. . . . . SEWAGE DISPOSAL SYSTEM PROFILE EXIST. SOIL ABSORPTION b N//AA S SEE UTILITY POLE � E 5/3/07 INSPECT/ON BY ROBERT PAOLINI NOT TO SCALE SYSTEM (SAS) NOTES.- = USGS PROBABLE WATER TABLE LEV. SEE 5 3 07 INSPECTION BY ROSERT PAOLINI 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND , _L� OBSERVED WATER TABLE (XX./XX/xX ) ELEV. ______ THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF 99.64 SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE. x 99.2 J. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 99.7 10 FT, OF DRIVES OR PARKING AREAS. 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. EXISTING 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR 1 LEACH PIT ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. A 00 SEE 51JI07 INSPEC 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO " 97.5 t �1 BY ROBERT PAOLINI) CALL "DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO LOT 455 COM�� 7. CONTIRACTOR ISECING RK TOOVER FIYEGRADES AND ELEVATIONS AS WELL AS SITE v 22,628.4 S.F. EXISTING � CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE D. BOX Q BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. 8. PARCEL IS IN FLOOD ZONE ---� _•Z ---- PROP'D 9. LOT IS SHOWN ON ASSESSORS MAP __ __AS_ PARCEL D. BOX ��OQ� 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND FOR A 99'7 MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM, AND BE ■ 96 « Q r " x REPLACED WITH SAND AS SPECIFIED`IN 310 QMR 15.255: (3) (I.E. TITLE 5) IF Q7 _._. _ _ 1=^ !1,to=1.ED UL__J11 S.- �.�. 1 it 1-":fYYLI\1 i'i /i J_ .... i ....: �n I �� �.:Tr n.(- nC ":1f,1 l r.- 'llfl :}I !ri'1T •1 \ PP IC TANK' 9 \�� 11. EXISTING SEPTIC TANK IS TO BE PUMPED AND REMOVED AND REPLACED BY SE 100. �0 �� NEW 1500 GALLON SEPTIC TANK AS SHOWN O 9 98. _ 8. �,� 99.8 12. A ZABEL A1800 FILTER IS TO BE INSTALLED. '0 7 13. CONTRACTOR TO PROVIDE SHORING AS NEEDED TO PROTECT BUILDING AND 96.9 �O PROERTY LINE. 14. CONRA N_ 100.3 CTOR TO UNCOVER EXISTING LEACH PIT PIPE TO CONFIRM ELEV. BEFORE INSTALLING NEW SEPTIC TANK & DIST. BOX o �, Rp"G 97.8 9 a+ 6 98.5''- z 97.65 98.3 EXISTING • SS PTIC TA JVK .4 �O.FiG Rp�Oo` idg � / ' 96 pge .NO TE 98.698.3 / r, 97.7x �� 1ti ��� G 3 � �� -�,. , F,A Ij , APPROVED: BOARD OF HEALTH \ 9 97.2 98.7 SHORT 95.6 0 7.9 ~' L / k 98.4 =' CIVIL cok c pie O co QGPRP 7 266 98.1 `aa,.1 0� / \x2 1 J#2973-00 T AGENT S , DATE $ 2� 97.5 98.0-- -- -- -- -- - `97.8 / 96.3 44. 7 ��.�`�� 095.5 PROPOSED SITE PLAN .2 FOR eR 6.7 / �q�E KAREN CLARK 97.2 9,.9 196.5 6.8 � i�/ Q LOC. 143 JONES ROAD 95.0 ��' 6. �� 95.8 �`��� BARNSTABLE, MASS. MARSTONS MILLS 95.8- -- _._ _ DA LOCUS CRAIG R. SHORT, P. E. \ g W 2J5 GREAT WESTERN ROAD �a 95.92 e�qc� �, off P. 0. BOX 1044 fox. • 94.9 95.5 V,� 508.J98.8JI I SOUTH DENNIS, MASS 02660 508.398.3063 1 5.1 95.4 DATE FEB. 16, �2007 F CALE 1 p - ,20' 95.2 94.8 `SITE PLAN REV. DUNE 15, 2007P�O' 1-1047 20 LOCATION MAP REV: I SHEET 1 OF 1 SCALE 1 INCH = 20 FEET FILE 01-1047 Cloak-R6.dwg ©2007 CRAIG R. SHORT, P.E.