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0135 CEDAR STREET - Health
[:135 CedarBarnstable y 0 f t Omford, NO. 1521/3 BLU 10% G TOWN OF BARNSTABLE LOCATION SEWAGE# 2020 •30:? VILLAGE hJ , )3/WJ148(- ASSESSOR'S MAP&PARCEL Qu )22 INSTALLER'S NAME&PHONE NO. S PE4PrM4AJ WZ•dVIIW< SEPTIC TANK CAPACITY /IU 0 LEACHING FACILITY.(type) Cf4/5 UEMS (size) lam/ 'C 3 d8 s NO.OF BEDROOMS 4 OWNER 07LJ6- M MCA PERMIT DATE: 7 /2S I2 v COMPLIANCE DATE: am 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 facili Feet FURNISHED BY ---4 4 7' S, 3�� 2 4o' 23' 2-" 681 02 a 3 � TOWN OF BARNSTABLE LOCATION ��`� Cet 4o- SEWAGE # ca00 " 041 VILLAGE-i X V57 Aa,,U57 t A/, ASSESSOR'S MAP& LOT 130 0 INSTALLER'S NAME&PHONE NO. y RA?ef C w P SEPTIC TANK CAPACITY 1566 v / LEACHING FACILITY: (type) J'. Jb0 6-d° Chem eas• 3°�sX 3 � (type) (size) �� > NO.OF BEDROOMS BUILDER OR OWNER / 6 M Mc PERMITDATE: COMPLIANCE DATE: 3 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) IS-3 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet o leaching facility) A/ Iq Feet Furnished by k� C '7'�'j i. D &J A9i� �---- e , a ® a h � , N (� N r N W l0 ui 6 Q � � O N � N � Q O 0 0 o c ^rya LOT AREA: 4431 G. 1 5.F. v SELF LATCHING GATE �W e e fq �Q tib O SELF LATCHING GATE e �s3 )1.0 PROPOSED SEPNC TANK sU SELF LATCHING GATE PROPOSED 4' ® < TALI POOL PENa e ALL AROUND E%tSTtNG DARN �' TO Be RELOCATED PROPOSED SOIL ADSORFnON SYSTEM Sow BUILDING LOCATION PLAN FOR '„OPy{,S 135 CEDAR 5%WE5T BARN5TABLE,MA $� vI'REPARED POP, , g STEVEN W. yG I E 5 A V- NOU3 DA - y I'=40 09-09-2020 TMW Fc,Tf. 2076 F CPP-I g9 MMR * SONS, INC. P.O.BOX.981 EAST 5ANDWICH,MA TEL!(508)360-331 1 FAX:(774)413-9468 5URVEY BY WELLER!A550CIATE5 EMAIL:meyerandSonstltIc5®gm3d.cOe r 1m Pc POOLCABANA 135 CEDAR 5T KBARNSTABLE 2840DH 2840DH . y 7.:.a, - r- s 7 EXISTING BARN TO BE RELOCATED U5E CHANGE TO A POOL CABANA NO BATH,51NK5 OR DWV 5Y5TEM WILL BE INSTALLED SPACE 15 UNCONDITIONED ELECTRICAL WILL BE INSTALLED 0 I I 30'-4" I I I I I I I I I � I I I I 2B40DH 606E 2840DH rJ w._ .. 130- Commonwealth of Massachusetts . Title 5 Official Inspection Farm Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 135 Cedar Street -- �`` Property Address Thomas&Sandra Mackay Owner Owner's Name information is West Barnstable Ma 02668 7/31/2020 required for every -- --- — -- page. Cifyfrown State Zip Code Date ofInspection Inspection results must be submitted on this form. Inspection forms may.not be altered in any way.Please see completeness checklist at the end of the form. Important:When filling out forms A. Inspector Information on the computer, Sean M. Jones use only the tab key to move-your Name of Inspector cursor-do not S.M.Janes Title V Septic Inspection use the return - key. Company Name 74 Beldan Lane Company Address_VILA _ Centerville Ma _..__. _ 02632 Cityfrown # State Zip Code 774-248-4850 smjonestitle5@gmail.com, S14522 sean DsTj( nestitle5.com License Number B. certification I certify that:I am a DEP approved system Inspector in full compliance with Section 15.340 of Title 5 (310 CMR 15.000); I have personally inspected.tlie sewage disposal system at the property address listed above;the information reported below is true;accurate and complete,as of the time of my inspection;and the inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems.After conducting this:inspection I have determined that the system: i 1. Passes 2. ❑ Conditionally Passes 3. ❑ Needs Further Evaluation bythe Local Approving Authority 4. ❑ Fails zr — 7/31/2020 _ "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 has a design flow of 10,000 gpd or greater, the inspector and thesystem owner shalt submit the report to the appropriate regional office of the DEP.The original,form should be sent to the system owner and copies sent to the buyer,.if applicable, and the-approving authority. Please note:This report only describes conditions at the time of inspection and under the z. 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. Mnsp God•rev.MA MI Title 5:Official inspection Form;;Subsurface Sewage disposal System Pagel.of I s aN Y Commonwealth of Massachusetts 11 - Title 5 Official Inspection Form SutisurFace Sewage Disposal System Form-Not for Voluntary Assessments 1.35 Cedar Street --- Property Address i� Thomas&Sandra Mackay Owner Owner's Name information is required for every West Barnstable Ma .__ f-. Date of 020 - page CityfTown State ,Zip Code Rate of Inspection C. Inspection Summary ; inspection Summary: Complete 1, 2, 3, or 5 and all of 4 and 6. i- 1) '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 hot evaluated are indicated below. Comments: The property located at 135 Cedar St West Barnstable is served,by a Title V septic.system consisting' of al 560 gallon septic tank, distribution box and 3 500 gallon precast leach chambers. Although the system was found to be in properworking condition at the time of inspection this report does not guarantee future performance under similar or increased usage. 2) System Conditionally Passes: ❑ one or more system components as described in the"Conditional Pass"section need to be replaced.or repaired.The system, Capon eompletlon 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 infiltlafiion or exfiltration or tank failure is imminent. System will pass inspection if thee tank is-replaced withi.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.; I ❑ Y ❑ N 0 ND(Explain below): t6in,sp.doo rev..712612018 Title s official inspection Form:Subsurface Sewage pisposal System•Page 2 of 18 Commonwealth of Massachusetts Title 5 official Inspection Form VSubsurface Sewage Disposal System Form Not for Voluntary Assessments 135 Cedar Street Property Address Thomas_&Sandra Mackay __...... .._.. _.. ._::. _ __......... Owner Owner's Name information is required for every West Barnstable Ma 0266$ 7/31/2020 page. Cityrrown State Zip Code Date of Inspection C. Inspection Summary (cont.� 2) System Conditionally Passes (cont.): ❑ Pump Chamber pumps/alarms not operational. System will.pass with Board of Health approval if pumps/alarms are repaired. [] 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 6 broken, settled or,uneven distribution box',System will pass inspection if(with approval of Board of Health) ❑ broken pipe(s)are replaced ❑ Y ❑ N ElND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain beiow): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND(Explain below): �i ❑ The system required pumping more than 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): n obstruction is removed ❑ Y ❑ N ❑ ND(Explain below); i 3) Further Evaluation is Required by the Board of Health: i- ❑ 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. a. 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: i t5insp.doc•rev.Mr2 . 618 Titles offu i.1 InspWim F.Subsurface Sewer D sposal System•POP s.of 18 i Commonwealth of Massachusetts Title 5 0fficial Inspection Form J Subsurface Sewage Disposal System Form-Not for voluntary Assessments is 135 Cedar Street _ -- -- -- Property Address Thomas&Sandra Mackay Owner Owner's Name _._. information is West Barnstable Ma 02668 7/31/2020 required for every _.. _ page Cityr own State Zip Cade Date of Inspection C.: inspection Summary (cont.) E] Cesspool or privy is within 50 feetlof a surface water j - [] Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh b. System will fail unless the Board of Health(and Public Water Supplier, if any) determines that the system is functioning in a manner that protectss the public health, safety and environment: The system has.a septic tank and soilabsorption system(SAS)and the SAS is within 100 feet of a surface water supply ortributary to a surface water supply. The system has aseptic tank and SAS and the SAS is within a Zone 1 of a public water supply. El 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: x" " This system passes if the well water analysis,performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered: A copy of the'analysis must be attached to this form. c. Other: 4.) System Failure Criteria Appicable 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 El 0 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 t5fnsp.cbe•rev.MAW t3 Titte s official inspection Forms Subsurface Savage Disposal System--Pa p 4.01s: Commonwealth of Massachusetts s _ Title 5 official Inspection Fora Subsurface Sewage Disposal System Form Not for Voluntary Assessments 135 Cedar Street Property Address Thomas &Sandra Mackay Owner Owner's Name information is West Barnstable Ma 02668 7/31/2020 required for every _ __....__._� _. —. page CltytTowri _ State Zip Code Date of Inspection C. Inspection Summary (cont.) 4) System Failure Criteria Applicable to All Systems: (cont.) Yes No ❑ ® 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 El than Y2 day flow El ® Required pumping moreithan 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: 0 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 Q ® tributary to a surface water supply. Any portion of a cesspool or privy is within a Zone 1 of a public water supply El 0 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 ccliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal;to or less than 5 ppm, provided that no otheiiizfailure 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 2000 gpd 10,000 gpd: The system fails,I have determined that one or more of the above failure ED criteria exist as described'in 310 CMR 15.303, therefore the system fails.The system owner should caritact the Board of Health to.determine what will be necessary to correct the failure: is 5) 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 CA. i! Yes No r ❑ [] the system is within 400 feet of a surface drinking water supply i ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply the system is located ina nitrogen sensitive area(interim Wellhead Protection Area—IWPA)or a mapped Zone 11 of.a public water supply well t5tnep doc•rev.MAMAS Frilej5 official Inspection t=omc:Substsfax Sewage Disposal System•Page 5 afit2 �i i as i, Commonwealth of Massachusetts Title 5 Official Inspection Farm Subsurface Sewage Disposal System Form Not for Voluntary Assessments 135 Cedar Street Property Address $; Thomas&,Sandra Mackay+. _ Owner Owners[Name information is West Barnstable ^ __ - . 02668 7/31/2020 . required for every —�----�-- -- page Cityfrowrt: _ Sfate Zip Code Date of Inspection ,t C. ,Inspection Summary (cont) If you have answered"yes"to any question in SSection C.5 the system is considered a significant threat, or answered"yes to_any question in Section CA above the large system has failed.The owner or operator of any large system considered a significant threat under Section C.5 or failed under Section CA shall upgrade the system in=accordance with 310 CMR 15.304..The system owner should contact the appropriate regional office pf tha Department g 6. You must indicate"yes"or"no"for each of the following for all inspections: Yes No 0 ❑ Pumping information wasprovided by the owner, occupant, or Board of Health ❑ Were any of the system components pumped out in the previous two weeks? Has the system receivednormal flows in the previous two week period? Have large volumes of winter been introduced to the system recently or as part of El ® 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? Fj 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(arid 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 El 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 its unacceptable)f310 CMR 15.302(5)] is i i is t5ospAoc•rev.M6=18 Tdle 5 oftal tnspectmn Form:SubsWacs Sewage Clls mal System•Psge 6 q 1 B i$ Commonwealth of Massachusetts Titre 5 Official Inspection Form Subsurface Sewage Disposal System Form -N€t for Voluntary Assessments 135 Cedar Street .. Property Address Thomas &Sandra Mackay Owner Owner's Name information is required for every West Barnstable lt�a 02668 7/31/2020 --_— - - --- page. City/Town State Zip Code Date of Inspection D. System Information 1. Residential Flow Conditions: i �E 4 4 Number of bedrooms(design): -— Number of bedrooms(actual): — ;. .440 gpd DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): a;. Description: Q Y, 4 Number of current residents: - Does residence7 have a garbage grinder? ; E Yes 0 No Does residence have a water treatment unit? El Yes No If yes, discharges to: " Is laundry on a;separate sewage system?(Include laundry system inspection El Yes 0 No information in this report.) } Laundry systerr_inspected? 0 Yes R No Seasonal use? E Yes No Water meter readings, if available(last 2 year usage(gpd)): - Detail: rs. Yes (� No Sump pump.? current. Last date of'occ-.Ipancy: Date y t5insp.doc:•rev.MAQ618 Phis 5 official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 18 Commonwealth of Massachusetts: E k Title 5 Official Inspect€ion Form Subsurface Sewage Disposal.System Form Not for Voluntary Assessments 135 Cedar Street - Property Address Thomas &Sandra Mackay Owner Owner's Name information is West Barnstable Ma 02668 7/31/2020 required for every page.. CitytTown State. Zip Code Date of Inspection D. System Information (cont.) 4, 2. Commerciallindustrial Flow Conditions: i °_ Type of Establishment; --— --- —:.:- ii Design flow(based on 310 CMR 15.203) Gallons per day(9pd) — Basis of design flow(seats/persons/sq.ft., etc. ' .Grease trap present? ii [ Yes ❑ No Water treatment unit present? � Yes ID No ii If yes, discharges to: Industrial waste holding tank present 0 Yes 0 No. i;; Non-sanitary waste discharged to the Title 5 slystem? El Yes [j Na Water meter readings, if available: _ Last date of occupancy/use: Date _ Other(describe below): 3. Pumping Records: Source of information: - Was system pumped as part of the inspection? [] Yes 0 No if yes, volume pumped: E gallons How was quantity pumped determined? Reason for pumping; �t �I i t5kwo.doc•dev 7@ MI8 Title's official Inspection.Form:&ubwface Sewage oisp l Syetem•Page 8 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-N t for Voluntary Assessments i 135 Cedar Street -.- Property Address Thomas&Sandra Mackay__ . Owner Owner's dame t information is west Barnstable Ma 02668 7/31/2020 required for every _... _.._. - --- - ------- �' page Cityfrown State Zip Cade Date of tnspection D. System Information (cone:) 4. Type of System. Septic tank, distribution box, soil absorption.system Single cesspool i ii Overflow cesspool ❑ Privy i i is ❑ Shared system(yes or no)(if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the l/A system by system operator under contract El Tight tank.Attach a copy of the:DEP<approva{_ i Other(describe): i Approximate age of all components,date installed(if known)and.source of information: system installed 3A 072006 _ .... ...... Were sewage odors detected when arriving at the site? ❑ Yes No. 5. Building Sewer(locate on site plan): ` i' 1.5 Depth below grade: Iteei — i' Material of construction: i cast iron ®40 PVC ❑ ather.(explain): Distance from private water supply well or suction line: feet Comments(on condition of joints, venting, evidence of leakage, etc): Joints in good condition,no leakage, vented through roof. i m-mp.doc rev:7rm2mB T,41`5 Official Inspection Form:Subsurface Sewage Disposal System•P8089 of 18.. Commonwealth of Massachusetts Ti le 5 Official inspections Form Subsurface Sewage disposal Systenn Form. Not for Voluntary Assessments 135 Cedar Street Property Address Thomas&,Sandra Mackay Owner Owners Name ` information is West Barnstable Ma O2668 7/31/2020 required for every We _..st T_ page. City/Town Sate Zip Code. Date of Inspection D. System,Information (cost.) ` 6, ,Septic Tank(locate on site plan): Depth below grade: feet .._.... Material of construction: concrete [] metal ❑fiberglass ❑ polyethylene [❑other(explain) i 6 { If tank is metal, list age' years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) [] Yes ❑ No 1.50a fall°ns__._ Dimensions; 511 Sludge depth: 3'_ Distance from top of sludge to bottom of outlet tee or baffle 211 Scum thickness 7'T Distance from top of scum to top of outlet teelor baffle -- Distance from bottom of scum to bottom of ou let tee or baffle 10 Opened covers and took How were dimensions determined? 'i{ measurements' _ _ Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tank does not need to be cleaned now but should be done soon and again every 2 years for proper maintenance. Water level was even witt_outlet, tank was notleakirtg and;was structurally,sound. �3 i5lriap.doc rey'7f2612Q.18. TdtaI5 CNruaat Inspection Form:Form:Subsurface Sewage Disposal system Page 10 of 1s - t§ Commonwealth of Massachusetts Title 5 Official Inspection Fora Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 135 Cedar Street Property Address Thomas&Sandra Mackay Owner Owner's Name s information is West Barnstable Ma 02668 7/31/2020 required for every Y..r__.._ ...._.___..... �....._.._.._. _n..— page Cityrrown State Zip Code Date of Inspection D. System Information (cost.) 7. Grease Trap(locate on site plan): ,F Depth below grade: Beet i' Material of construction- El concrete ❑metal ❑fiberglass F1 polyethylene ❑other(explain): l Dimensions: y Scum thickness s 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: pate Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence;of leakage, etc.): p l= 8. Tight or Holding Tank(tank must be pumped,at time of inspection)(locate on site plan).: Depth below grade: ` yr Material of construction: i. El concrete metal. (;,fiberglass ❑polyethylene ❑other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day - &rwsp.Qoc•rev.7t2=8 Ue`5 OM61W Inspedian Form Suberaraoe Sewage Disposal System•Page 1101:18: Commonwealth of Massachusetts Title '5. Official Inspection -Form Subsurface Sewage Disposal System Forge Not for Voluntary Assessments - 135 Cedar Street Property Address Thomas&Sandra Mackay Owner owner`s Name information is West Barnstable Ma' 02668 7/3112020 required for®very - _ page. CitytTown Sta a Zip Code' Rate of Inspection D. System Information (cunt.) 8. Tight or Holding Tank(cont.) = Alarm.present: ❑ Yes ❑ No t> �s Alarm level; -- Alarm in working order. [] Yes ❑ No is Date of last pumping: -Hate - comments(condition of alarm and float switches, etc:): l: Attach copy of current pumping contract(rewired), Is copy attached? ❑ Yes ❑ No 9. Distribution:Box(if present must be opened),'(locate on site plan): off Depth of liquid level above outlet invert Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover,any evidence of leakage into or out of box, etc.): Distribution box was level and in,'good condition with.no rot:Water level was even with outlet invert with no signs of past backup. Cover is on a nser r i is v Y t5lrtsp.fioc rev;7I2812a18: Titte 5 Official Inspection Form:subsurface sewage Disposal System•page 12 of 18 Commonwealth of Massachusetts 1 1 Title 5 Official Inspecfi,,ion Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments _ a 135 Cedar Street Property Address Thomas&Sandra Mackay Owner Owner's Name information is West Barnstable Ma 026_68 7/31/2020 required for every. - - cityrFown State Zip Code Date of Inspection page. D. System Information. (cont..) 10. Pump Chamber(locate on site plan): l - l Rumps in working order: ❑ Yes ❑ 'No* Alarms in working order: ❑ Yes n No* i; Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): i? - IF rF E, "If pumps or alarms are.not in working order,system is a conditional pass. 11. Soil Absorption System(SAS)(locate on site plan, excavation not required): If SAS not.located, explain why: l r -. IT' 7 Type fr ❑ leaching pits. i` number: leaching chambers number: 3x500 gals ❑ leaching galleries ! number: El i leaching trenches. number; length: i 0 leaching fields � number; dimensions: �i f overflow cesspool number: n innovative/alternative system g' Type/name of technology ', t5lmp•doe v rev,71mmie, TftteyS.Offidal hasped on Form Subsuface sewage Dispmf.SYstem Page 13 of.18 k Commonwealth of Massachusetts { - . Title 5 Officia Inspec ,rion Form Subsurface Sewage Disposal System Farm Not for Voluntary As i , 0 135 Cedar Street.. .Property.Address - l` I Thomas&Sandra Mackay ° Owner Owners Name information is West Barnstable. Ma 02668 7/31/2020 . required for every .. .,.. .T_.__ .._ _— --- page. Crtyf town §fate. Zip Code Bate of Inspection D. System informaitioin (cunt. 11. Soil Absorption System (SAS)(cone:} Comments(note condition of soil,signs of hyc raulic failure,level of ponding, damp soil„ condition of vegetation, etc.}: leaching chambers were video inspected'fro mid-box and were found with 12"standing water and a stain line only slightly higher t F f 12. 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 T" 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.) GSinap.doc•rev,.7l8812Q16 T01WIS;Official Inspecli9p Form Subsurface Sewage Disposal System.-Page 14 or'.16. l Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments ;�• 135 Cedar Street Property Address Thomas&Sandra Mackay Owner Owner's Name information is required for every West Barnstable Me 02668 7/31/2020 _._ ._ . .:.,_�__._._:_.�.........__ page. Cityrrown State Zip Code Date of Inspection D. System Information (coat.) 13. Privy.(loeate on site plan): Materials of construction: T_ --- -- Dimensions Depth of solids >--- — - Comments(note condition of soil, signs of hydraulic failure; level of ponding, condition of vegetation; etc.): i i s 1 ii is I i i i r t5insp:doe•rev.7/Zami 8 TWe 5 official Inspection Fam:.Sub%0aw Sewage.Disposal System•Page 15:of 18 I i d Commonwealth of Massachusetts Title 5 Official Inspection Form :Su b surface Sewage Disposal System Form Nc far Voluntary Assessments i ' 135 Cedar Street i Property Address Thomas&Sandra Mackay._ ............. Owner Owner's Name information is West Barnstable Ma 0266$' 7/3112020 required for every —...__ m.... _ _.._ C /Town SYete Zip Code Date of inspection page. ` D. System Information (cont.) 14. Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system.Including ties to at least two permanent reference landmarks or benchmarks.;Locate all wells wit k in 100 feet. Locate where public water supply enters the'.building, Check one of the boxes below. 1, ® hand-sketch in the area below ❑ drawing attached separately ' 32 Lt 1 p d A7_ AY k .51 �F �t { ei k5k�sp;dac-.rev.T126f2t118: Idles Official Inspection Forth;Subsurface Sewage Disposal System•Page 18 or d8 s- �E Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments-0.06, 135 Cedar Street ' Property Address Thomas&Sandra Mackay Owner Owners Name information is West Barnstable Ma 02668 7/31/2020 required for every —� _ _ _— __ � -- page. Cityrrown State Zip Code Date of Inspection r D. System Information (cont.) 15. Site Exam: i ® Check.Slope ❑ Surface water f ❑ Check cellar g4 Shallow wells 12'+ Estimated depth to high ground water: feet - Please indicate all methods used to determine�'the high ground water elevation: ❑ Obtained from system design plans>on record If checked, date of design plan renewed: Dafe ❑ Observed site(abutting property/observation hole within 150 feet of SAS) Checked with.local Board of Health-explain: ❑ Checked with local excavators, installers-.(attach.documentation) l _ - ❑ Accessed USGS database explin; - l You must describe how you established the High,ground water elevation: Groundwater was established by.accessing town of Barnstable groundwater contour maps. =i 3' Before filing.this Inspection Report,please see Report Completeness Checklist on next page. t$hsp.doc�rev;7/26=18 Tale 5 Oftial inspection Form:Subsurface Sewage Disposal System•Page:17 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Nct for Voluntary As 135 Cedar Street i Property Adritess Thomas&Sandra Mackay ......:..:m....._..-T- E Owner Owners Narita. information is West Barnstable Ma 02668 7/31/2020 required for every �_...� _ page Grty/Town State Zip Code Date of Inspection E. Report Completeness Checklist Complete all applicable sections of this:form inclusive of: ® A. Inspector Information: Complete all fields in this section. ® B. Certification: Signed&Dated and 1., 2, 3; or 4 checked ® C. Inspection Summary: 1;,2, 3, or 5 completed:as appropriate, i= 4 (Failure Criteria)and.6 (Checklist}completed ® D: System Information:. i For 8:Tight/Holding Tank-Pumping contract attached For 14 Sketch of Sewage Disposal Systei'drawn on pg.,16 or attached For 15: Explanation of estimated depth to high groundwater included t l } t5insP:doc rev,7i2 M18 'role 5 Of ial InsiecGon Forms>Subnoface Sewage Disposal System.Page IS of 18 ENMOTECH LABORATORIES,INC. AM CERT. NO.:M-MA 063 8 Jan Sebastian Drive Unit 12 Sandwich,MA 02563 (508)888-6460 1.800-339-6460 FAX(508)888-644e i Client Name: Desmond Well Drilling Location Address: PO Box 2783 135 Cedar St Orleans, MA W Barnstable,MA 02663 Lab.Number: DW-202847 Collected By: QWQ Dt to Received 08114120 Sample Type: Tank in Basement We Specs Existing t= _ Anatt1sls ReduesEed C/ttits Recotnntenrlcil linnets Anal vfs Result Method Date Analyzed Analpzed Eli TgtaiColiform CFU/t00mt 0 a SM92228 0811312020 SD,@16:40 .. :. ::_ .. ..:..: ... . .:, __ _.,. u. .._._... _.._ .__.:..._. OH pH units 6 5 t3;5 6.07 SM 4500-H-B .08/1.4/2020 SQ _ _ Specific Conductancen umhos/cm: 600, 630 EPA 120.1 08126/2020` St) Nrfi'te-N mg/L 100 <0.008 EPA 300.0 08/14/2020 LL Nitrate-N mg/L 40:0 0:17 EPA 300.0 08/14/2020 LL - --._..-.._ _. .... ......... -�.._ _ _..... Sodium mg& 20.0 93 EPA 200.7 08,121/2020 KB Total Iron. mg/L 0:3 s 0.07 EPA 200.7 08121/2020 KB Manganese mg/L - 0.05 <0 005 EPA 200.7 08/21/2020 KB Volatile Organic Compounds" ug/l. See comment ,_ 'See Attached EPA 524.2 06f2012020 NEC* i Comments: Sodium level is not a health hazard,but If on a tow Sodium diet,consult physician•before.drinking pH is;below recommended limit and may have corrosive characteristics. All samples were analyzed-within the established.guidelines of US:EPA approved'methods with all requirements met, unless otherwise noted at the end of a given sample's analytical results. We certify that the following results are true and accurate to the best of our,,knowHedge. r Water meets EPA standards and is suitable for drinking for parameters tested i l i if $F j Y, t g4 $N Date 81,27/2020 - Ronald J, a Labarala lrectvr t` t; BRL=Below Reportable Limits *See Attached Page 1 0f 1 ocertification is not available,for this analyze for,potable soarer samples.. f is New Engfand:Chrdmachem 6 Ntchots Street Salem,;MA 0,1970 978-7446600 Sample Information EPA Method 624.2 Rev 4.1 Volatile Organict6mpounds in Water Lab ID. 8562 ` . Client. Etwirotech Laboratory,Inc.it, Client ID DW-202847 Stater Liquid Date Sam led: 08/14120 _ Date Received: 08119/20 Date Anai ed'. 08120/20 F, ;f P MCL Re elated VOC's Results tug1L {ug(L) ii Unregulated VOC's. Results: u & Benzene NO 5 Acetone* NO Carbon Tetrachloride. NO 5 Bromobenzene NO ' 1,1-Dichloroethene; ND: 7 Bromochloromethane NO 1,2-Dichloroethane NO. 5 BromodichlorgrYW ane NO 1,2-Cllchlorobenzene NO 600 v Bromoform NO 1,4Dichiorobenzene NO 5 Bromomiethane NO Trichloroethene NO 5 2-Butanone NO 1,1,1-T.richloroethane NO 200 F N-Butylbenzene, NO Vinyl Chloride ND9 2 ;; Sec-But benzene NO Chlorobenzene Na 100 . Tert-Butylberizene NO cls-1 2=dichloroethene ND 70 Chloroethano . NO trans-1,2-dichloroethene NO IN.. Chloroform 1.30 1,2-Dichlora_ropane ND` 5 Chloramethane NO Eth benzene` NO 700 it2-Chlorotoluene. NO St ene ND 100 4-Chlorololuene ND Tatrachioroethene NO. 5 " Dibrornochlorornethane NO Toluene NO 1000 rop, NO Xykenes atal) ND.' 10000 1,2-Dibrom©ethane NO Methylene Chloride NO 5 s; Dibromomethene NO 1,2,4-Trichlombenzene Na 70 1,3-Diehlorobenzene ND 1,1,2-Trichloroethane NO 5 Dichlorodifluoromethane NO 1,1-Dlchiaroethane NO *Acetone Detection Limit=10 ug/L g= 1,3-01chlo opane NO ND.=<Method Detection Limit 2,2-Dlchloropro ane NO NA w Not Analyzed ' 1,1-Dichloro ropene NO cis-1,3-Dichioro'open NO trans-1,3-Dichloro ro ene NO Hkachlorobutadlene NO Iso ro_` benzene NO Nsopropylt6luene NO MeNttert-butYl ether. NO i; Naphthalene alene NO N-Pro benzene NO Y :1,1,1,2-Tetrachloroethane NO 1,1,2,2-Tetrachloroethane NO ' 1,2,3-Tr1chlorobenzene NO Trichlorofluoromethane NO 1,2,3.-Trichlora ro ane NO r� 1,2,4Trimeth benzene : ND .r 1,3,64rimeth benzene NO Surro ate Standard Recoveries: % Benzene-d6 98' MCC TTHM's=80'ug/L 4-Bromofluorobenzena 103 Method Detection Limit=0.5 ug/L 1,2-Dichiorobenzene-& 67 _ Analysis performed per 310CMR42 >t Electronically signed and approved by Mr.Bruce.A.Bornstein,I ab Director Date: 08121i20 1 No. �3 Fee ! V THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZippYication for Nsposal 6pstem construction Permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. /3S C-0W? -ST Owner's Nam Address, M vSG4 Address,and Tel.No. G Assessor's Map/Parcel 3 v /2'Z LOJ5 Installer's Name,Address,and Tel.No. Designer's Name Ad dress,and Tel.No. SPjEA1I/�N C4VA'1kVj L tt M,t'V l•1� • Jv�•S W�. .rw tf _ S Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 414 o gpd Design flow provided Lj 4 6 gpd Plan Date y 1 y h eo Number of sheets 3 Revision Date /V 11A Title Foof. S`.I?tr l- ft177ic_ kc'Y�4w ),IIAN Size of Septic Tank /%5 U U Type of S.A.S. HrA/%7 L3 Description of Soil 58� p(yQJU Nature of Repairs or Alterations(Answer when applicable) a 4 cx)t.!f S-7 d 5Jr 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 Environmental Cod t to place the system in operation until a Certificate of Compliance has been issued�bb this Boa of Hea 2 e Date /Ce Application Approved by Date �� Application Disapproved by Date for the following reasons Permit No. Z Date Issued 2 TIC No: /.� �L/�`.. ., ,.� .a � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC,HEALTH DIVISION, TOWN OF BARNSTABLE, MASSACHUSETTS 01ppliLatlon for MIsposal 6pstrm Constrltttlon Permit I t . Application for a Permit to Construct( ) Repair(A) Upgrade( ) Abandon( ) t Complete System ❑Individual Components Location Address or Lot No. 13 S <c"a r7 J T Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 13 U ?.2 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. A1!A-"Aty kV CAVA7fNS L Ct ^J hNOol 4 _jCIA,S #,'V fit,? q 32 Type of Building: Dwelling No.of Bedrooms L4 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 44 Q U gpd Design flow provided gpd Plan Date G) 1�7 7 C, Number of sheets 3 Revision Date ,!1+ 1�4 Title {gyp�l�. !�C Q ,St)'71 17r_��n�'7 Y t✓`�M` r Size of Septic Tank 1 S U U Type of S.A.S. �i oers r ` Description of Soil 5 F thG 'y 'a Nature of Repairs or Alterations(Answer when applicable) t� �` l � ) G' 3' 1� �3 u'>' + i . 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 55 of-the Environmental Cod ands of to place the system in operation until a Certificate of Compliance has been issued �by this Boag'd of He 4th. , Date /r r A Application Approved by �, - Date Zrj Application Disapproved by Z Date for the following reasons Permit No.70,7(� 7� Date Issued Z 12 / ) r - --- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certifirate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired( ) Upgraded( ) Abandoned( )by `JP Jm f: WHV at -W r 6a>&A_ has been constructed in accordance -with the provisions of Title 5 and the for Disposal System Construction Permit No76V-O" 302, dated /A?5 .V - Installer Designer f d �Y ,_..#bedrooms. , __ Approved.designflow._, ' �;: _ . gpd .... -. The issuance of this permit hall not be construed as a guarantee that the system will funG�cti n as d6s gned. Date Inspector No.Z0 Zo - --------------- ------- ---- ----- -- - - ----------- -- ---—`--------- a3 Feel THE COMMONWEALTH OF MASSACHUSETTS ` PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS . Misposal 6pstem Construction j3erntit Permission is hereby granted to Construce) Repair( ) Upgrade( ) Abandon( ) System located at 61 t>A F _,-"T W CS► � A) 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:C1onstr ction must be completed within three years of the date of this permit: j Date I y I Approved b r Town of Barnstable .� Regulatory Services Richard V. Seali, Interim Director Public Health Division qa Thomas McKean,Director 200 Main Street,Hyannis,MA 02601. Office: 508-862-4644 Fax: 508-790-6304 Installer &Designer Certification Form t Date: 16'7 Sewage Permit# Z020' 3 Assessor's Map\Parcel � .- Designer: IV Vk4,,p. ' 7. < , Installer: �.aH'rrAV kXLAVA,-4Aj [ g Address: Address: -' J?Fwe t q17 On g ,a LU .s'P C^AN 1�rW411^ was issued a permit to install a (date) (installer) septic system at 135 4 W 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 constructed in compliance with the terms o e I1A appr Letters (if applicable) fJ r p" ' cq n "aller's e) ►s Tt - 1�: l - (Designer's Signature) (Affix er _ PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH III N. CERTIFICATE OF COMI'L INCE IVILL NOT BE ISSUED UNTIL BOTH TU.IS. FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNST'A LE PUBLIC HEALTH DIVISION. THAT{YOU Q\Septic'Designer Certification Form Rev 8-14-13.doc. r Commonwealth of Massachusetts ad''Dam Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments * 135 Cedar Street OQ Y Property Address Thomas&Sandra Mackay Owner Owner's Name information is • West Barnstable Ma. 02668 8/24/2018 required for every page. Cityrrown State Zip Code Date of Inspection , Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When filling out forms A. General Information on the computer, use only the tab 1. Inspector: key to move your cursor-do not Sean M. Jones use the return Name of Inspector key. S.M.Jones Title V Septic Inspection Company Name 74 Beldan Lane Company Address Centerville Ma 02632 City/Town State Zip Code 774-248-4850 smjonestitle5@gmail.com S14522 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority 772 8/24/2018 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 has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins.doc•rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 Commonwealth of Massachusetts �n Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 135 Cedar Street Property Address Thomas&Sandra Mackay Owner Owner's Name information is required for every West Barnstable Ma. 02668 8/24/2018 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 dwelling located at 135 Cedar St West Barnstable is served by a Title V septic system consisting of a 1500 gallon septic tank, distribution box and 3 precast leaching chambers. The system was found to be in proper working condition at the time of inspection. B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no" or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old"or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. ' A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 I f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 135 Cedar Street Property Address Thomas&Sandra Mackay Owner Owners Name information is required for every West Barnstable Ma. 02668 8/24/2018 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 135 Cedar Street Property Address Thomas&Sandra Mackay Owner Owner's Name information is required for every West Barnstable Ma. 02668 8/24/2018 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than 1/2 day flow t5ins.doc•rev.6116 Tide 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 135 Cedar Street Property Address Thomas&Sandra Mackay Owner Owner's Name information is required for every West Barnstable Ma. 02668 8/24/2018 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 16,000 gpd. For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area— IWPA) or a mapped Zone 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.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form < Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 135 Cedar Street Property Address Thomas& Sandra Mackay Owner Owner's Name information is required for every West Barnstable Ma. 02668 8/24/2018 page. Cityrrown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): 4 Number of bedrooms (actual): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440 gpd l5ins.doc•rev.6/16 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 135 Cedar Street Property Address Thomas&Sandra Mackay Owner Owners Name information is required for every West Barnstable Ma. 02668 8/24/2018 page. Cityfrown State Zip Code Date of Inspection D.. System Information Description: Number of current residents: 4 Does residence lave a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available (last 2 years usage (gpd)): Detail: Sump pump? ❑ Yes ® No Last date of occupancy: current Date CommerciallIndustrial 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.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 135 Cedar Street Property Address Thomas&Sandra Mackay Owner Owners Name information is required for every West Barnstable Ma. 02668 8/24/2018 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe(below): General Information Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 I� Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 135 Cedar Street Property Address Thomas&Sandra Mackay Owner Owner's Name information is required for every West Barnstable Ma. 02668 8/24/2018 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: system installed 3-10-2006 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer;locate on site plan): Depth below grade: 1.5 feet Material of construction: ❑ cast iron ® 40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on coidition of joints, venting, evidence of leakage, etc.): Joints ok, no leaks , vented through roof Septic Tank(locate on site plan): Depth below grade. 10"feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 gallons Sludge depth: 8" t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments (� 135 Cedar Street Property Address Thomas&Sandra Mackay Owner Owner's Name information is required for every West Barnstable Ma. 02668 8/24/2018 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 3' Scum thickness 3 11 Distance from top of scum to top of outlet tee or baffle 611 Distance from bottom of scum to bottom of outlet tee or baffle 10" How were dimensions determined? opened covers and took measurements Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tank needs to be cleaned now and again every 2 years for proper maintenance. water level was even with outlet, tank was not leaking and was structurally sound. Outlet tee intact 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.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form <a Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 135 Cedar Street Property Address Thomas&Sandra Mackay Owner Owner's Name information is required for every West Barnstable Ma. 02668 8/24/2018 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 Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 135 Cedar Street Property Address Thomas&Sandra Mackay Owner Owner's Name information is required for every West Barnstable Ma. 02668 8/24/2018 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0" Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): Distribution box was in good condition, no rot, water level was even with 3 outlet inverts. Cover is on a riser. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): *If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 1_ Commonwealth of Massachusetts Title 5 Official Inspection Form 1! Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 135 Cedar Street Property Address Thomas&Sandra Mackay Owner Owner's Name information is required for every west Barnstable Ma. 02668 8/24/2018 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ® leaching chambers number: 3 ❑ 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. consists of 3 precast leaching chambers. Leaching facility was opened and was found to have 12" of standing water with a stain line 1" higher. Cover is on a riser. 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.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 r c Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 135 Cedar Street Property Address Thomas &Sandra Mackay Owner Owner's Name information is required for every West Barnstable Ma. 02668 8/24/2018 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins.doc•rev.6/16 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 135 Cedar Street Property Address Thomas&Sandra Mackay Owner Owner's Name information is required for every West Barnstable Ma. 02668 8/24/2018 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately LLVL A ( 30tf ' � Q d ►3 t 2� 3 Z 33 5Z, 33 1435 7 Z 133 � 3 ,g-y sze (3Y &ZV t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form 1- Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 135 Cedar Street Property Address Thomas&Sandra Mackay Owner Owner's Name information is required for every West Barnstable Ma. 02668 8/24/2018 page. Cityr town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 12+ feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ Observed site(abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: Groundwater elevation was determined by accessing Town of Barnstable groundwater contour map. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 c � Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 135 Cedar Street Property Address Thomas&Sandra Mackay Owner Owner's Name information is required for every West Barnstable Ma. 02668 8/24/2018 page. Cityrrown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 r CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory (M-MA009) �d�,14'�USw�i Recipient: Sally Desmond Order No.: G18110609 Desmond Well Drilling Report Dated: 10/22/2018 P 0 Box 2783 Submitter: Weil.Driller Orleans, MA.02553 Description: 3 Day Rush RE Kit-136 Cedar St Laboratory ID# . 18110609-01 - Matrix: Water-Drinking Water Sample* Sampled: 10/17/2018 11:10 By: DWD Collection Address: 135 Cedar St.W:Barnstable Received: 10/17/2018 13:00 By: PalmerP Sampls Location: Turn Around: 72 Hr Rush Routine M ITEM RESULT UNITS RL ,MCL 3O ANALYs? TESTED 1� Nitrate as Nitrogen 0,34 mg/L 0.10 10. EPA 300.0 LAP 10/17/2018 14:52 Iron 0.19 mg1L 0.10 0.3 EPA 200.8 LAP 10/18/2018 15:42 0050 EPA 200.8 LAP .10/18/2018 15:42 Manganese ND mg/L 0.025 P�. r�,2 PH AT 260 NA 6.5.8;5 SM 4500-H-B DCB 10/17/2018 15:34 Sodium 100 mg/L 2.5 20 EPA,200.8 LAP 10/18/2018 15:42 Total Coliform AbsentP/A 0 0 SM 9223 RC 10/17/2018 15:04 Conductance 400 umotis/cm 2.0 SM 2510B.. DCB 10/17/2018 15:34 Sodium level Is above the mexlum conta_minant level. Those on.a low sodium diet may wish to consult a physklen. TAttached please find the laboratory certified parameter list.. ` Approved By: _ - (Lab Manager) / 22,1.2-gib I ND-None Detected RL Reporting Limit , MCI.=Maximum Contaminant Level 3195 Main Street, P0..Box-427, Barnstable; .MA 02630 .'Ph: 6084764606 Page: 1 of 1 CERTIFIC ATE Q:F A[ ALYS : . . .... . . . . .. F. Barnstable. Caun.ty Wealth woorrratot (M-MA009) .. aeciplW10. :Sally ResMohd bider N.sr.: G;1$1f Q60;9 'Desmond Welf OrHAng Report.gat7ed 1OJ24/2038'' P 0 Sok-2783 eihrti(txer;: CNe11 prillef' Gleans,. MA. 01553' .ftio"OtIori:1 3 Day Rush RE IGt.=135 Cedar•St 1$110609=01' i±?Ia tri7G. water-.D(inking YVater. Sample Ito Sampled:' iOji7/ p1'>; 11110 By; DWD C011ecI:iQrt Ad r: 1 5 Ced@r St;W,Barnstable Received:. 101.17j101'1100. sy. PalrrrerP :Sample Locatlon: �Turn�Ar�surrti: 72!it''Iiush .AndiYeh yn: Method:. EPA 5242 Dlludonrl... D0te'Afi911"ed6 10/-7J20i8: 0 9:59 EPA S24.2 Vdisofile.0i.poirlc Oy-:6�/M9 Parameter :Rdi;A: ReOult.. CL.. :. u9IL ug/L. u91i . Paramieter.:. ugly; ug/L ug/�. Dlchlorodifluoromethane NR 0:50` MOON ne i1lD: o,sD Chloromethane ' ND o>50. Ctdorofbrm 4 ao 0:50 Vloyl chloride.: ND 1;0 O.M. ds-1;2-Dlciilprvethene ND 70 oao Bromomethane ND 0.58. os-'OTIchlaropnapene N)3' 0.50 1,1,1;2-Tetrachloroethane. ND 0:50 Dibromgchi4rorn*o ie. IVD' 0.50 1,111=Tdoloroethane ND 200 'OS :, D(hrorriordethar�e ND 0150 1 or 0; 700 0.50,1;2; 1,1;2�'niehlQrOethane ND 5,0 0 50: ye cachloebbutidlene ND- 0.50 3,1=Dlchloroethene ND 0. 0: Isopropjil erne ie; ND 0";So 1;1= ND 7.0 0, 0 0f1chioethene fryii 040 1,1=Dlchlor0proWe ND o,s0 f jil=telt bWtyl:'etlier ND 0:50 1,2;3:Trichloro enzene ND o.;50 Naptittiai.Qne ND' 0.50 , p p n=8utylbeniene:... . 1 ,2 3'nlchloroane ra: ND ' 0.50 NO. 0.50 1,2;4.=ryiclilgrpbenzene ND 70` 0:50 a�Propyitroitzerle' ND 0.50 1,2,4-Tj1methylbenzene ND 0;50. p,-Tsopropyltoluene NQ oso 12=0ibComO-3=chlorapropane ND: o,s0: sec=8utyibenzene ND o.5o 1;2-Dlbromo. thane:(BDO) I. ND: b,SQ' . Styrene ND 100 0.50 1, -DiChloi+ol�enzerje ND bop" 0,50 tart=8utylbenepg. ND 050 1jl Dichttirgetharie NO: 5.0. 0150 ND.. .5,4 a.5o TetCacii1proetf iene;. 1;2-Dlcfi oropropar3e' ND 0:5o oiuene ND .1000 756 1;3;5-Trlmetltiyipenzene ND. o .o" TotalYleries.: .. NE] 10000.1 . a:so. r;.3:Dichlorobenzene ND tr�ri5T ;2;q1:.:laraethene too o:5a: ND 1,3-Dtchloraptoparie , Al) ioau. trari ;a=Qlchloroo.geno:., ND 0 50' 1;4-Dichl6robenzene ND. S;Q. 454 THGhtoroet}iene:.:: NE? So 0:50 2;2-Qlchlompropane ND 0i50 ilct iorofluoromedian.e ND 0.50 2-Chtorotoj.yene ND, 0.50' Gotdpouisd' - °Io Recaverod: 'do Limits.(%)` 4-Chlorotoluerte: ND' oao. 12=DItfilQl'olNBfl ene�d4 10.1%. 70. 13.0 . Beriiene ND s o oiSQ p=BromQenzeine: .8,9P 70. 130 flucrob Bromobenzene; ND. 0: 0 9roritoehlornethaiie . ND. . 0:50 srOJrtOdichloromethane ND 0.50 Brom'ofdrm ND 0 50 Carbon►teatmOloride.. ND :5.0 0;50 ChiorobenzOo ND .10.0 0.59 A. ' ..rOVtd III pttached;ptease flnd"the laboratory certified.parameter'lisC p.P (L2b;Director:) ND�;Nctte'bete6ted RL.: Reporting:tamit MCL;r MaxlinuWC-ontaminant level 3!95'Ma1n Street,: P0. B;ox.427; Ba'rrs MA .0 `6SO 'Ph,;s 8R 7..5-6.6CIS Page:1 pf i I / Z.� y No._ V .-� ` z Fee /-6.06 THE COMMONWEALTH OFIVIASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppYication for Bi5po5a[ �&pgtem Cou5tructiou Permit Application for a Permit to Construct(-/ Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. /3 S (fP a r S( Owner's Name,Address,and Tel.No. (o m Oa e f-r L/ W.esT 90 rNS lat�1p /9 SO LiN 6"W e✓ >r,0 /?7zt9'//p•t /lax. Assessor's Map/parcel 130 — d-a s-o q 1/7`7- 5-6, S Ins�'ller's Name,Address,and Tel.No. 74mes- cylcP Designer's Name,Address and Tel.No,S'T S34-b6/8 Cell 5 S6v 65-4 1 Mq, 6 a 5 Type of Building: welling No.of Bedrooms 7 Lot Size 3)— sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required)! gpd Design flow provided gpd Plan Date I d`f" d '03�- Number of sheets Revision Date Title J 'fit i��t/ bT jAt M cl✓,v e S"A ei.►c-e Size of Septic Tank 64 Type of .A.S. �`00 64 r' C Aar,4r r Td',-•v c 6 Description of Soil MYA, 90,AJ 4 F,-Iy P -ate 0 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 oard of Health. Signed (?� Date )-A _ Q� Application Approved by Date 94 T' f. Application Disapproved by: Date for the following reasons Permit No. Date Issued f. No. �� ©� - �...-----„s Fee THE COMMONWEALTH 0F1AA-8S CHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZIppYication for �Digaal *p.tem Con.5tructioH `hermit Application for a Permit to Construct(►/� Repair( ) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. /3 s C Pda r s T' Owner's Name,Address,and Tel.No. Tow W{sT L�orivSTa�IP !9 , 6blN �Jv✓ n�... maS4�.f .✓y,a. / Assessor's Map/Parcel /. s-0,9 'Y77- J/--(o 9e p4 b�6 IV Installer's..Name,Address,and Tel.No. �jq!✓1 CY4no Designer's Name,Address and Tel.No57-,. T ,,,j �)n y�t7 SOc, A'o Box CSG f-or �"d1 yru teya a yad iFA1oUTI� ;lS3&Type of-Building: welling No.of Bedrooms 7 Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd . Plan Date (-1:7 _ Ong Number of sheets Revision Date Title ?� nF ik,, Mac)✓ . k"s:L> c Size of Septic Tank /S00 Gg 1 Type of .A.S. '�"00 6n/ ( �urnd t+' 7VrN C h Description of Soil J'}1>� l Q.A i F,A)✓ r• Nature of Repairs or Alterations(Answer when applicable) T- 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 oard of Health. Signed Date - Application Approved b;y �. Date- ' (� Application Disapproved by: Date J for the following.reasons Permit Iflo. ram - Date Issued ------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS-,,,,,,,, Certificate of Compliance'Ay THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( Repaired ( ) Upgraded ( ) Abandoned( '-).,by at / r��, r C-ti'- l x 1 , _� ,,,, 7a `, has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.0JO6 16 -0,— dated � .� Installer ��p,,,, ��L,„: P Designer _SM41 JJ #bedrooms Approved design flow gpd The issuance of this permit shall n..t be construed as a guarantee that the system-wfil funs'o designed. Date e3/�� (� Inspectgr ,� �r No. �0 i, —o /7 Fee 156 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS &5po5al 6p tent �Congtruction Permit Permission is hereby granted to Construct ( Repair ( ) Upgrade ( ) Abandon ( ) System located at - 12 S c i AQ r C T. f ,,\rc7` and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction ust be completed within three years of the datCofhis p i . Date ' Approved LL Town of Barnstable Regulatory Services ' Thomas F. Geiler,Director &&XNSTABM • 9�ArEMAE& A`e Public Health Division c Thomas McKean;Director 200 Main Street,Hyannis,MA 02601 Office:.508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: 0.. Sewage Permit# zap& - (941 Assessor's Map\Parcel Designer:STEPHEo,r.noS r F ANT) acS(XTAIVS Installer: 42 CANTERBURY LANE Address: EAST FALMOUTH,MASSACHUSETTS 02636 Address: On D(o 0,C as issued a permit to install a (date) (installer) septic-system at i a 4f1e1'±:zA based on a design drawn by (address). dated -%o --i-T�u"C. Jam►- J. i�,�(,J 'c�� (desi er c� certify that the septic system referenced above was installed substantially according to- e design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (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. L 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. Stripout if re uired)was inspected and the soils ' were found satisfactory. AAA C"_tA yew CHRISTINE G o C�� GIS �R J�nti e o FAIRNENY :�� (Installer's Signature) No. 926 ® STE°HEN � 9 J. DOYLE GIST V_ A o 37a 9 SANITARIPN "A signer's Sign e) (Affix Designer's StampHerb) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 03-09-06.doc �yoFIHME . Town of Barnstable,. Department of Regulatory SRUM CO:IC6 ` Ae�'B''' Public Health Divlts><on" Date . 7��,t• 200 Main Street,Hyannis MA 02601 Date Scheduled Tee Pd. (,io Soil.Suob lily Assessment foY Sewage.Disposal _. Witnessed By: Performed BY: '" '� WLooffldndraw ff Owner's Name �- aJ t^f'`SI P✓"` Address r� Assessor's Map/Pareel: Engineer's Name NEW CONSTRUCTION NEW Telephone# ' Land Use /o) ` :—�5 Surface Stones : 1 ra►-t 1 c.-c��•�t '��a- -- Slopes p C ft Drinking Water Well ft Distances from: Open Water Body t o ft Possible Wet Area ? off___ Drainage Way. t o o ft Property Line 6___ __—ft other-----. SKETCH:(Street name,dimensions.of lot,exact locations of test holes&perc tests,locate wetlands in prox imity to boles) ' i ``o:Q0 0 . r r _ •� ,.: � - _.!_� I F fit. ;�',. 2 l b Parent material(geologic) Q'�� T3epth to B%drock �`� ' fromPttFace tat Depth to Groundwater: Standing Water in Hole: o�lC`4 "Weeping: Estimated Seasonal High Groundwater L 5110 1 , Method Used:. pepth,to.soil.mottI0s: Depth Observed standing in obs.hole: Depth to weeping from side of obs.hole: „in. Groundwater AdjusAdj. Ad factor- Adj.Groundwater Level_ ft Index Well# Reading Date:�;,_ Itiilox Well"level — j Observation Z Time at 9" Hole# ---1--- .y� Time at 6" Depth of Pere Timei Start Pre-soak Time Q End Pre-soak �n•:tQ to 1 Rate MinAnch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y" Observation Hole Data To Be Completed on Back Original: Public Health Division -------- .__,... . ....._,.. Depth fram Soil'Flodzon -SoWi""Texture.' o� Color 7i* Otlio� Surface(in,) (USDA) (Munsel1) e,Stones,Boulders. . ,� eac _%C3t`avel f. All ..: <r� -►se�` iY= v o to xy< .. \Z�. t�,su.v„ u. ..,. _ , P. ww <•_, ay sks2lF r' ,w�''� &M .ri ay".".'v5it�F-- r .. ... - r. at" ... .."�� S -�$ iYnrv.�v. ik�3^�ls:Fe'tii�a.�:. De tb m Sal Horlwn rSol T lure Sod Color Sod q P �n c ary t a rsu a pr (Milnsell) Mottling Structure,Stones,Boulders. Surface(m:) Consistency.%Gravel) vel Alt b— Tj ' 7 i � fir•"',t'y't"C _-,.�`,m. ... •�y �` tl C.[ �,_ `�;IC�.w�� 19y cZ,"5'{�„ "'.`—' �� �t9�,ptu-`l'�,..f`�y . . • [�` �+ '•• V,rta.. f.�S r-z t,w��:PS �P 3•` t...,..:,.. �bA-1Zo r >sur .." , •.xs:Ck":G. ae.°os4s`.: 3,3a. t.�!c�_ar �E,.Kn�,. ., .. ...... I 0,0MM ':'Soil Iiorizbn � S614,10ture Soil Color Sod Other Surface(in.) y , (USDA) (Ivlurisell) Mottling Structure,Stones,Boulders. .:...: Consisten °°Gravel j D'ept6!fram Soil Hdtizon "'' oil," eicturc'° a• -Soil Color` " ', Sgd .,�.:, ,,,t, FOtherr Surface(in.) (USDA) (Munsell) Motdirig Structure,Stones,Boulders. Consisten %Oravet .. .. ... .. ....... ... Tlood Insurance Rate°1VIap Above S90 year.flood boundary" Na Yes ithin. 00 ear b unda No Yes Within I0o year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least foul feet of naturally occurring pervious material;exist,in all areas;observed throughout the area proposed for the soil absorption system? eN �c'E,b � If nok,what is the depth of naturally occurring pervious material? " Certification I certify that on '3 _t5l 1 (date),T have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. • Signature�_ �� Date 10 -e M-0-T_, F _ a` CERTIFICATE OF ANALYSIS Page: 1 g9 �cs � Barnstable County Health Laboratory Report Prepared For: Report Dated: 12/16/2002 Meehan Well Drilling Nu nber: G0218373 Edward P.Meehan P O Box 616 10 Jan Sebastian Way,Uni D C G 2 Q 2002 Forestdale, MA 02644 TOWN yr bht-a,<STABLE Laboratory ID#: 0218373-01 Description: Water-Drinking Water Sample#: 18373 M570 N595 596 Sampling Location: 135 Cedar Street W Barnstable MA Collected: 12/06/2002 ollected by: E Meehan Received: 12/06/2002 Routine ITEM RESULT UNITS MDL MCL Method# Tested LAB: IC Lab Nitrates 0.3 mg/L. 0.1 .. 10. EPA 300.0 12/06/2002 LAB: Metals Copper . 0.1 mg/L 0.1 1.3 SM 3111B 12/06/2002 Iron 0:1 mg/L 0.1 0.3 SM 3111B 12/06/2002 Sodium '76 mg/L 1.0 20 SM`31`i1B 12i06/2002 LAB: Microbiology W Total Coliform Absent P/A 0' Absent P/A 12/06/2002 LAB: Physical Chemistry Conductance 323 umohs/cm 1 EPA 120.1 12/06/2002 pH 6.5 pH-units 0.1 EPA 150.1 12/06/2002 EPA 524.2- Volatile Organics by GUMS ITEM RESULT UNITS MDL MCL Method# Tested LAB: GCIMS 1,1,1,2-Tetrachloroethane BRL ug/L 0.5 EPA 524.2 12/11/2002 1,1,1-Trichloro ethane BRL ug/L 0.5 200 EPA 524.2 12/11/2002 1,1,2,2-Tetrachloroethane BRL ug/L 0.5 EPA 524.2 12/11/2002 1,1,2-Trichloroethane BRL ug/L 0.5 5.0 EPA 524.2 12/11/2002 1,1-Dichloroethane BRL ug/L 0.5 EPA 524.2 12/11/2002 1,1-_bichloroethene BRL ug/L 0.5 7.0 EPA 524.2 12/11/2002 1,1-Dichloropropene BRL ug/L, 0.5 EPA 524.2 12/11/2002 1,2,3-Trichlorobenzene BRL ug/L 0.5 EPA 524.2 12/1 1/2002 1;43-Trichloropropane BRL ug/L 0.5 EPA 524.2 12/11/20.W 1,2,4-Trichlorobenzene BRL ug/L 0.5 70 EPA 524.2 12/11/2002 Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 CERTIFICATE OF ANALYSIS Page: 2 Barnstable County Health Laboratory tiavac:. Report Prepared For: Report Dated: 12/16/2002 Meehan Well Drilling Order Number: G0218373 Edward P. Meehan P O Box 616 10 Jan Sebastian Way, Uni Forestdale, MA 02644 Laboratory ID#: 0218373-01 Description: Water-Drinldng Water Sample#: 18373 M570 N595 596 Sampline Location: 135 Cedar Street W Barnstable MA Collected: 12/06/2002 Collected by: E Meehan Received: 12/06/2002 1,2,4-Trimethylbenzene BRL ug/L 0.5 EPA 524.2 12/11/2002 1,2-Dibromo-3-chloropropan BRL ug/L 0.5 EPA 524.2 12/11/2002 1,2-Dibromoethane (EDB) BRL ug/L 0.5 EPA 524.2 12/11/2002 1,2-Dichlorobenzene BRL ug/L 0.5 600 EPA 524.2 12/11/2002 1,2-Dichloroethane BRL ug/L 0.5 5.0 EPA 524.2 12/11/2002 1,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 12/11/2002 1,3,5-Trimethylbenzene BRL ug/L 0.5 EPA 524.2 12/11/2002 1,3-Dichlorobenzene BRL ug/L 0.5 EPA 524.2 12/11/2002 1,3-Dichloropropane BRL ug/L 0.5 EPA 524.2 12/11/2002 1,4-Dichlorobenzene BRL ug/L 0.5 5.0 EPA 524.2 12/11/2002 2,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 12/11/2002 2-Chlorotoluene BRL ug/L 0.5 EPA 524.2 12/11/2002 4-Chlorotoluene BRL ug/L 0.5 EPA 524.2 12/11/2002 Benzene BRL ug/L 0.5 5.0 EPA 524.2 12/11/2002 Bromobenzene BRL ug/L 0.5 EPA 524.2 12/11/2002 Bromochloromethane BRL ug/L 0.5 EPA 524.2 12/11/2002 Bromodichloromethane BRL ug/L 0.5 EPA 524.2 12/11/2002 Bromoform BRL ug/L 0.5 EPA 524.2 12/11/2002 Bromomethane BRL ug/L 0.5 EPA 524.2 12/11/2002 Carbon tetrachloride BRL ug/L 0.5 5.0 EPA 524.2 12/11/2002 Chlorobenzene BRL ug/L 0.5 100 EPA 524.2 12/11/2002 Chloroethane BRL ug/L 0.5 EPA 524.2 12/11/2002 Chloroform 4.7 ug/L 0.5 EPA 524.2 12/11/2002 Chloromethane BRL ugfL 0.5 EPA 524.2 12/11/2002 cis-1,2-Dichloroethene BRL ug/L 0.5 70 EPA 524.2 12/11/2002 cis-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 12/11/2002 Dibromochloromethane BRL ug/L o s EPA 524.2 12/11/2002 Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 I , CERTIFICATE OF ANALYSIS Page: 3 Barnstable County Health Laboratory Report Prepared For: Report Dated: 12/16/2002 Meehan Well Drilling Order Number: G0218373 Edward P.Meehan P O Box 616 10 Jan Sebastian Way,Uni Forestdale, MA 02644 Laboratory ID#: 0218373-01 Description: Water-Drinking Water Sample#: 18373 M570 N595 596 Sampling Location: 135 Cedar Street W Barnstable MA Collected: 12/06/2002 ollected by: E Meehan Received: 12/06/2002 Dibromomethane BPI: ug/I_ 0.5 EPA 524.2 12/11/2002 Dichlorodifluoromethane BRL ug/L 0.5 EPA 524.2 12/11/2002 Ethylbenzene BRL ug/L 0.5 700 EPA 524.2 12/11/2002 Hexachlorobutadiene BRL ug/L 0.5 EPA 524.2 12/11/2002 Isopropylbenzene BRL ug/L 0.5 EPA 524.2 12/11/2002 Methyl-tert-butyl ether BRL ug/L 2.0 EPA 524.2 12/11/2002 Methylene chloride BRL ug/L 0.5 5.0 EPA 524.2 12/11/2002 n-Butylbenzene BRL ug/L 0.5 EPA 524.2 12/11/2002 n-Propylbenzene BRL ug/L 0.5 EPA 524.2 12/11/2002 Naphthalene BRL ug/L 0.5 EPA 524.2 12/11/2002 p-Isopropyltoluene BRL ug/L 0.5 EPA 524.2 12/11/2002 sec-Butylbenzene BRL ug/L 0.5 EPA 524.2 12/11/2002 Styrene BRL ug/L 0.5 100 EPA 524.2 12/11/2002 tert-Butylbenzene BRL ug/L 0.5 EPA 524.2 12/11/2002 Tetrachloroethene BRL ug/L 0.5 5.0 EPA 524.2 12/11/2002 Toluene BRL ug/L 0.5 1000 EPA 524.2 12/11/2002 Total xylenes BRL ug/L 0.5 10000 EPA 524.2 12/11/2002 trans-1,2-Dichloroethene BRL ug/L 0.5 100 EPA 524.2 12/11/2002 trans-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 12/11/2002 Trichloroethene BRL ug/L 0.5 5.0 EPA 524.2 12/11/2002 Trichlorofluoromethane BRL ug/L 0.5 EPA 524.2 12/11/2002 Vinyl chloride BRL ug/L 0.5 2.0 EPA 524.2 12/11/2002 Note: Sodium levels are higher than average.Clients on a low sodium diet may wish to contact a physician. Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 rap-Bq' (o ^` CERTIFICATE OF ANALYSIS ��; Page: 4 `9s Barnstable County Health Laboratory SgC�gb Report Prepared For: Report Dated: 12/16/2002 Meehan Well Drilling Order Number: G0218373 Edward P.Meehan P O Box 616 10 Jan Sebastian Way,Uni Forestdale, MA 02644 Laboratory ID#: 0218373-01 Description: Water-Drinking Water Sample#: 18373 M570 N595 596 Sampling Location: 135 Cedar Street W Barnstable MA Collected 12/06/2002 ollected by: E Meehan Received: 12/06/2002 Approved By: (Lab Director) Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 No. - ---- --- --- Fee ----- ----- ------ BOARD OF HEALTH TOWN OF BARNSTABLE Application for Veil Congtruct ion Permit Application is hereby made for a permit to Con t t or Repair ( )an individual Well at: Location — Address Assessors Map and Parcel wn r Addre ,2&\^A_ _=_______ ____�______- _ __ ,ss __ _ ,f 4�7 rq Installer Driller Address Type of Building. 0;!-!�j Dwelling --40-L Other - Type of Building No. of Persons----------------- Type of Well Capacity------ Purpose of Well- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Pgotection Regulation — The undersigned further agrees not to place the well in operation until Ic ! f ),4Z s been. issued by -jbvBoard of Health. �Z 0 — a Signed A10 da Application Approved By— V ate Application Disapproved for the following reasons: date Permit No. Issued ate BOARD OF HEALTH TOWN OF BARNSTABLE (tertif irate Of (Compliance THIS IS TO CERTIFY, That the Individual Well Constructed Altered or Repaired Installer at has been installed in accordance with the provisions of the Town of Barnstable Boa of Healthte Well Protection Regulation as described in the application for Well Construction Permit No. -----LVated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE Inspector —------------------- No. ------------ ry BOARD OF HEALTH r > � I TOWN OF BARNSTABLE AppritationArVell Confitruction Permit /~ Application is hereby made for a permit to Cons't'r�jct t r ( ), or Repair ( )an individual Well at: —_ --__ Location — Address Assessors Map and Parcel - -- r u, McLc- - Owner .. Address — Installer — Driller Address / Type of Building - Dwelling_6Lb4_00 /Oh__( Other - Type of Building---- . -------- No. of Persons---------------------'------ Type of Well — Capacity-----/ ------ ---- -- Purpose of Well- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until avCert'ficate of 907rnpliancas been issued by th oard of Health. Signed — , G�.. 'Gt'_i O 1 /4 �Tly �. k;daj Application Approved By �� — r� date Application Disapproved for the following reasons:---- --- ------ __1�-- date Permit No. � � — Issued-- .-�� --------- --- ------ 1 date BOARD OF HEALTH ^- >TOWjN OF BARNSTABLE C ertifttate Of COMPliante THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by------- --------------— — ---- -- --- - — — - — Installer at- -— ------- - - --- -- ----- --— ----has been installed in accordance with the provisions of the Town of Barnstable B//oa d of Health to Well Protection Regulation as described in the application for Well Construction Permit No 4� �ted---------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE-—-------- — - —-- Inspector-- ----- - ----- — ------- BOARD OF HEALTH TOWN OF BARNSTABLE Yell Con5tructionpermit r-- -- -- �✓1 Fee— Permission is hereby granted '—'—; ------------ ---to Construct ( , Alter ( ), or Repair ( )`an Individu 1 ell at: No. — "' �- — �. �✓— — �::Tt-- — —----- -—- — - - - T / street as sho on/th a plicc ion f a ell,Construction Permit No.- �i�— ----- Dated ----- -- - � U - -- — y.r6 ,;- - ---------- -------of Vealth DATE OCT 2 3NT� r U P�oFlrsEr ,o Town of Barnstable . Department of Regulatory Services i univsr�e[�:f Date ,K„88 Public Health Division yEb ia►y•�e�. .. 200 Main Street,Hyannis MA 02601 Date Scheduled o Tune LIAI �E� Fee Pd. .4 Soil,SuitabilityAssessmeni for Sewage Disposal Performed By. witnessed By: �1rL S�.�Q�`-� a an III Location Address � f S� Owner's Name j� Address t fingineerIsName ?�Qr� �Y Assessor's Map/Parcel; NEW CONSTRUCTION v REPAIR Telephone# ' Slopes("I) Surface Stones Land Use ti i... t o ft Possible Wet Area �ao ft Drinking Water Well t u ft Distances from: Open Water Body Drainage Way t o ft Property Line % Nu___ ft Other ft SKETCH:(Street name,dimensions,of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) 9! i 1 � F x, U, ! cz j. • 11 !.® r 7v ; rf a I DJ / ,t. t De th to Bed �- Parent material(geologic) Q.�� rockp ' Wee in from Pit Face t Depth to Groundwater: Standing Water in Hole: t.N oft p g -" Estimated Seasonal High Groundwaterqz AA Method Used:. i 0 Tam _ in, -Depth•to.soil:motties: Depth Observed standing in obs.hole — Depth to weeping from side of obs.hole —in. Groundwater Adjustment factor< Adj.,Groundwater Level_ Index Well# Reading Date: Index Well level j Ad { S Observation Z Time at 9" Hole# —1-- .y Time at 6" Depth of Pere Time,(9"-6") Start Pre-soak Time® o` d i o' 'L j End Pre-soak \o':tit lu•.'S . . Rate MinAnch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y" Original: Public Health Division Observation Hole Data To Be Completed on Back-------- ui as py.s$ .z 'a s o , yn 1 Depth from Soil`IIoiizon So l;Tesb if Color Soil 0tlior Surface(in.) (USDA) (Munselo Mottling, Structure,Stones,Boulders. • ` '-~, Consistent '%Gravel tk p�,r _.._s►: ION t.'`SI— s c br pz r }L isil1 {:r3:r« .: i.: x�.raaYuv --IM' -..m�� ->.r.,ws4 ..•srr., Y s,v-a!JvvwFeza,'a>".a..>r, ,..., v. r a 'Depth from„ Sod Horimn Soil Texture Sorl Color ""Soil ;`tom Other;: "- ' Mottling Strucdrre,Stones,Boulders. 5urfaee x) }+ Consisten %Gravel �n_C7-yi V-�. 1\ -�e.�,-`d t : !^ it 1 Other 'gel, e from Soil Iior�zon\b a Soil"Texture % Soil Color od Surface(in.) ;: (USDA) ([viirnsell) Mottling Structure,Stones,Boulders. Consistent %Gravel , i k,. .- ,a.j.. R i .y 1: t. Depth"from Soil Horizon'`"''`y Sorl'Textaic`" s Soil Color` N;Sort Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders. Consistent %Gravel d i t t,4 ° : r . .u. ,...... .... ........_.... _ ....... ' Flood Insurance Rate ma ; Above 500'yesr flood boundary _No Yes 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? t.;' {sr44� If not what is the depth of naturally occurring pervious material? Certification I certify that on 3 a - (date), have passed the soil evaluator examination approved by ttie" Department of Environmental Protection and that the above analysis was performed by me consistent with ther required training,expertise and experience described in 310 CMR 15.017. 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I. t JEFFREY A. . . . , ROAD, LIVING DESIGNS CERTIFIED PROFESSIONAL BUILDING DESIGNER ki 131 QUAKER MEETINGHOUSE 508-888-2747 STOCK - GENERAL NOTES: 1a•_0• 1.)SLATER PAPER OR TYVECK'TO SE USED ON ROOF AND SIOMALL 2.)PROVIDE BASEMENT UTILITY WINDOWS PER STATE BUILDING CODE(NA- 2%FI OOR SPACE) 7'-0- 3'-6" 7'_0• 2-- PROVIDE 3.)PROVIDE GUTTERS AND DOWNSPOUTS - a,)PROVIDE FLASHING ABOVE ALL WINDOWS AND DOORS 2. 5.)PROVIDE CMSSBRIDCINC AT MIDSPAN OF ALL JOISTS 1 2 6'-B' e'-B" e'-B" ]'-B" J'-B' 6'-T 6=T 6.)DOUBLE JOISTS UNDER ALL PARTITIONS 7.)AMC SPACE TO BE VENTED PER APPLICABLE STATE BUILDING CODE B.)ALL CONCRETE TO BE 3.000 PSI AT 28 DAYS MIN. B.)REASONABLE CARE HAS BEEN TAKEN IN THE PREPARATION OF THESE DRAWINGS.HOWEVER THE DESIGNER DOES NOT CUM-TEE AGAINST HUMAN ERROR.O IS THE RESPONSIBIUTY ______ _ _ ________ __ _____________ _____ ____ DISCREPANCIES _;_ \ __ OF THE CONTRACTOR/OWNER TO VERIFY E WMENR BE ORE DETAILS.PROCEEDING. - _ —ry 10.)THE�DESGNER L BE ASSUMES NO NT TO E RESPONSIBIUTYDFOR THE CONSTRUCTION.THE 0 .I.2+B 2>10 OWNER AND/OR CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE RULES.REGULATIONS °od AND APPLICABLE BUILDING CODE(S). I I 1 I 1 i ---- - - J I ) L - ---- - - - - - - -- - - - - - - -- - - - - - - - - • 1 1 E M SHEL (a" I EMI TY.) I r--�--- CT B 1S.F 1 OPT)ONAL R aR ED G - S.F - -4 R 1 1 p If 1 LOCATION 1 1 relLCO"SIZE 1 I L—————— RDY II/ /HO N R 6 RR Ao PE A E ENT o O C _ N FIRE ME I 1 ; On OR IC E. N I 1 a' .C. F RME _ 1 AL SENE T%B) I I 1 OVE I W-OK M MRH 1 ; CM IM ) T__J 1 I I 1'2' 4'-9 6"-1 6 O' 6, I 51 F i ) B KEI a'N .1 RINE a'6" 11-B' EAM 00( , EMI CEL OWM ON A_ COL N F R 2N R L AOIN 1 I I I 2 fi 2'-"X I 7 I Nc(TYP. 1 P 1 i —_-- R OTi ISER E,SH su) i j m I r— 1 A __________________________\----- i NTRA 1.1 1 SE P. 4 1D L TqN I I I I Z i10 RED pnc.Fou Anp W 1 1 i t 1 1 7' ,o' GH Brtu INou —VT i P I T C H I % M I N. I P Fur p a I'X o' M sH ("ul BE G co T) I I 1 IQ Y _ _ _ _ I I a ________________ _____—___—______ __ I I I U BEaM S1¢IrL— 1 a PC.SLAB w/ME—PI-E. 1 I TOWARDS ENIFY O 1;DYER.p RGANIC I IYEtlYYC - I EMIR( mcGARAGE SIAB) I I )I I I I I I I I• I I I 110 I 1 1 1 I I IN - I � P 1 T C N I % M t N. I I I I I 1j I:X I B'P.C.FOUNDANON WALL WITH �.(PMP?S 4 I A SIN_MIN0 ASPHALT FINISH ON 5 a.1.L�Y. A 10 %20-P.C.FOOTING a'-0" .r\���y ;�� MIN.BELOW GRADE(TYP.GARAGE) ti ,E.i� it �� if T6'-0' 12'-0' t5'-8 1/2" 24'-3 1/2- a'-0" 7•_0_ 6B'-0- SCALE: DATE: PROJ. #: �I Nl N . .FO U N DAT10 N PLAN 1/4" = 5 DEC 2001 S1017 [3L—_ SHEET #: ©LIVING DESIGNS.2001 JEFFREY A. BARNABY, CPBD LIVING DESIGNS LIVING DESIGNS AR HEREBY EXPRESSLY RESERVES ITS 2 COMMON LAW COPYRICHI. THESE PLANS E NOT CERTIFIED PROFESSIONAL BUILDING DESIGNER TO BE REPRODUCED. ® CHANGCD OR COPIED. 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA, WWW.LIVDES.COM ANY ERRORS OR DISCREPANCIES FOUND ON THESE 6 TEL. 508-868-2747 STOCK PLAN #S 101 7 PLANS ARE TO BE BROUGHT TO THE ATTENTION OF LIVING DESIGNS PRIOR TO THE START OF WORK. OF Sr-o 31 0 • �._6- 6•_z- :-2" :-o' 6'-:" r-lo" 3'-6' r-o- S-6" 2'-5- e'-10" 2•-9 r, I I B e I B B BREAKFAST s v 6 STw - `\ ,.III z x M. BEDROOM LIVING - — _ I:=: - ® KIT EN -. ., i. e FAMILY ROOM 2ND FLOOR 6ALLDNY MDYE -tt_- ON — ® - B O 9 1 2'-2- 1'-6- 6'-0- J'-0"� m 3 2'Ic 3'-0- -- _ __ ENTERTAINMENT CENTER - " —_—_____ 3'-6- 2'-2" O n 0-CH"ECTUR4 COLUMNS(TYPN) CH II •0 0. VERIfY W/HOMEOWNER STYLI AHO SIZC O t`a01(E)SO - pRlOit TO LONSIRUCTION I \J ♦ 6'10 , 1O in n O° 3'-6" 6•-o- l 6'-0 s-o - _: LAUNDRY o M 1 V - 2 BAT r • FOLDING TA(3LE. m y - - M. BA FOYER ii DINING i r II I 0 II _ 4'-5" WR 11 �PPOWOE 5/e"FIRECOOE GYPSUM WHCRE I 3 LL UP � I i GMAGE A6UTT5 OwELLOIO k ON CCNNO ' $ Q A A A A I u 77 O 1 W a I I I F B QP W ® 2 CAR GARAGE Z I -0 I i 0 I $ W I y I 1 cam-(f+(•A"Nd N - FIRST FLOOR LIVING AREA.2159.15 S.F. d 5'-0" 6'-6" 2-0- 2•-6 2'-6" 3-6' 3'-6" 2'-6- }'-6' 6'-6- :-6 1/2- 6"-1 1/2- 12'-0- W-2- FIRST FLOOR CEILING(NOT COVERED BY 2ND FLOOR)MEA a 519.0 S.F. 10 _ 12'-40 14'-10 1/2 _ 43'-6 1/2- 24'-3 1/3 66-o I SCALE: DATE: PROJ. b: N i� �(� �(� �(� I(J t/8"=t'—o" 5 DEC 2001 S1017 LBvff IE �— L ILIIU� U\\\,".� IA L FIRST FLOOR PLAN HIP ROOF COLONIAL SHEET y: �u ©LMNG DEIGNS.2001 A 3 JEFFREY A. BARNABY, CPBD LIVING DESIGNS LIVING DESIGNS HEREBY ExPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ME NOT CERTIFIED PROFESSIONAL BUILDING DESIGNER yy yy yy•LINO ES.COM TO BE REPRODUCED.CHMCED OR COPIED. 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA. PLM MEIRGE O BE S OR DROUCHTCTO THDE ATTENTION OF 6 TEL. 508-888-2747 STOCK PLAN #S 101 7 LMNG DESIGNS PRIOR TD THE STMT OF WORN. OF e SMOKE DETECTOR ' i � i MOEAI =NEAT DETECTOR I I I I „•_o IB DI I - �_6• _ :_y i-o' e'-Y 6'-2- IWII 6'-6• 1W11 n W , • I I I I 11 1� I I, ,I O O t O O 1` 1 •� ' I 1 I =1 COMPUTER o z m - BEDROOM #1 LOFT J] LIVING BELOW Da�lrx0.rwAL _�J - 1 jH ]'-T 2'-11- ]-fi OPEN TO R" ' 1 1 � I i O .- I nW _ _ N PLR NU -9 1 LYL wDOD BE.N ADDYE , f BATH C DAA-PEN K 3'-6- BRIDGE N CL S i 1 1 OPRONAI p_�RAtL w/RAlUS1ERS 2'-fi K 6-6DOOR 9 , I H <- OPCn LO BCLOw� a_5 =• R-R __-- i BEDROOM #2 -- --- — — _; FOYER BELOW BEDROOM #3 �2 X 4 BEARING II 11 11 N, u n II ' II q IS 1 11 F SHELF J '• :i��:...�. I I - L i I 9ti/ I ' -6- 2'-2- 2'-� 6'-0- fi-0 J-fi fi-6- 2'-6- 2-6 ,1 II t]'-6- 3-�- 12 1 II 1 I I, ,1 ,1 I I ;I 11 I , 2ND FLOOR CEILING AREA BW ST.S.E. 1 1 1 1� I IL________________ _______________�' I I I j • 1 1 1 I SCALE: DATE: PROJ. #: G �/4 =i'-0 5 DEC 2001S1017 D1 LllSECOND FLOOR PLAN HIP ROOF COLONIALSHEET(j)LIVING DESIGNS.2oGI A- 4 JEFFREY A. BARNABY, CPBD LIVING DESIGNS LI-G DESIGNS HEREBY EXPRESSLY RESER ES ITS COMNON L_COPYRIGHT- THESE PW1S ARE NOT CERTIFIED PROFESSIONAL BUILDING DESIGNER TO BE REPRODUCED.CHANCED OR COPIED. 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA. WWW.LIVDES.COM ANY ERRORS DR DIBROUG T 10 HOUND EN THESE 6 'I 017 PW,S ARE TO BE BROUGHT t0 M ATTENTION OE OF TEL 508-888-2747 STOCK PLAN #S I _ - LIWNC DESIGNS PRIDR TO THE$TART OF WORK. _ INSULATION NOTES 1.) ALL FLOORS BELOW HEATED SPACE AND ABOVE UNHEATED SPACE TO BE INSULATED WITH 9" R-30 F.G. INSUL. MIN. 2.12 RIDGE BOARD FLusH o BortoM 2 X 12 e 2 X 4 RIDGE BCARD 2.) ALL CEILINGS BELOW UNHEATED SPACE AND ABOVE HEATED SPACE TO BE INSULATED WITH 9" R-30 F.C. INSUL. MIN. 3.) ALL EXTERIOR WALLS ABUTTING HEATED SPACE AND UNHEATED SPACE TO BE INSULATED WITH 3 1/2" R-15 F.G. INSUL. MIN. UNLESS OTHERWISE NOTED 4.) (OPTIONAL) ALL HIGH SOUND AREAS I.E. BATHROOMS. T.V. ROOM & KITCHEN TO BE.INSULATED WITH 3 1/2" SOUND INSULATION RaoF corlsrRucnon ' 1R�C WEC1URnL ASPHALT ROOF 94lILLES OVER TYPICAL 1 1/2'E1ITERIOR PLY VE YIOOD(FIH)OR ALT ARCHITECTURAL ASPH ROOF SHNCLES OVER APPROVED SHINGLE IWC (150 FELT)OVER 1/2"ExTERIOR PLYWOOD(FIR)DYER 12 1/2-E%TERIOR PL-00D OVER ROOF RAFTERS APPROVED SHINGLE BACIOnC(151 FELT)OVER 12 1/2•EX;ERKx1 PLWr000 OVER ROOF RAFTERS COLLARO tC 2 X 6 TIES t6"O.C. for 2 Y 6 Cd,UR TIES O 16"O.C. 12 i 2 x IDS O 16"O.C. 12 2%f0'S 016'O.C. 0 3 1/3 Y 14"LVL WOOD BUM BEAN FOR COLRIO JOISTS CUT B.-ups,FOR 2%4 WALL O.C. 9 RF.C. 2%IDS O 16'O.C. 9•R-JO F.G.WSUL. (2 Y 10'S O 1fi IN'illl. SR1MC'OAT PLASTER OVER 1/2- BLUEBOARD OVER t X 3 SX.CO.PLASFER CVTA 1/2- STRAPPIRG O Is'o.c. ML BOARD OVER 1 Y J STRAPPING O t fi O.C. ]1/2"P-15 F.C.INSUL. n_ 2 X 4 NG W L ]1/2-R-I5 I..-INSIA - BEDROOM DENBATH J 1/2"R-15 i.O.RF_UL 3/4"T e C PI GLUED AND NN PROVIDE BLOCKING " 3/:T e G PLYW000 QUED AND IWLED J/:T e G PLYWOOD SVBFLOOR(NO SUBSTIn1TI0N5 h 2 X 12 S®16'O.C. 2 X 12•S ® 16-O.C. SKIMCOAI PIASTER 1/2'J SK.COAT PIASTER MR 1/2" _,,EBC- O 3 2%6 STUD WALL 3 1/2"R-15 F.G.INSUL 6LUEBOARD OVER I X J SFRAPwNC Uc. STRIPPING 2 X 4 BEMINC'NIE1 G 2 Y.REAaR1G wuL LIVING ROOM �2 MASTER BATH MASTER BEDROOM ENTRY y' 3 I/2'R-1s F.c.wsm. 6"a-18 F.D.Wsuunon T e c vLwr000 ]/:r e G PLrwooD ICLU[D A1ID rvlllED 3/:T e C PLYWOOD SUDROOR R(XO STIBSHTUTIONS) �3/1 r e G PLY11000 SUBFLDOR(No SUBSTITUN ) QUED AND NA4Eo / 9 -3O F.G.WSUL. 2 X 72•S® 16" O.C. 2 X t 2'S ® 16'O.C. 2 X 12'S® 16.O.C. 2 X 12'S ® 16"O.C. I%B P.T.SILL W/SILLM. SEAL(1YPICAI) F r.� o.c TYPICAL rtL STD D W 4-0" 4-2%12'S'MOOD BEAN 2%B P.T.SRL W/SU SEAL(TYPICAL) 4-2 Y 13'S WOOD BEAM C.A 4M.OF 12" cALr.FnD.s1u STRAPS W 4•-0" SZA ?)S O.G TYPICAL.BEDDED W ICJ FDUnoAT WALL �vu C0HC.A mn,OF 12' n. n 8"P.C.FCUrvD "WALL STEEL l 1/2 o COnC FILLED COLUMN(TYP) _ o Ate,e•"i:.r�T'=- BASEMEN 9 ]1/2',COTIC f%LLED SrEEI COLUMN u: Lr T BASEMENT ADD P.C.A/E COm.RIDGE A. -Imo" nOTE AOD/4 AE-BAR O 112-0.C.W WALLS NOTE 04 RE-BAR O 12'O.C.W WALLS -1: -.' y P.0 SUB P - 2%12 R1DCE ItDAItO X 2 12� O A+O X WY 12"P.C.FOOTING 2.'P.C.FCOTWL 1D"X 20'P.C.FOOTING 2 Y 12 RIDGE BOARD BUnp OVER SECTION B SECTION A =%B'S0,6'D.t. . 2 X 6 OLl TIE O 1 0. CLIP DOOR TRIM ENERGY INFORMATION t2 2 Y e nEBACKS \ O 1ST FLOOR GROSS WALL AREA: o s C.C. sTraoca.Naacuuro6s(PROPER vcm 203 L.F. * 10 = 2030 S.F. (2 X 4 CONSTRUCTION) 1 6 18 L.F. * TO = 180 S.F. (2 X 6 CONSTRUCTION) 12- 2ND FLOOR GROSS WALL AREA: CEDA CLOSET 1D� 146 L.F. 9 = 1314 S.F. (2 X 4 CONSTRUCTION) 18 L.F. * 9 = 162 S.F. (2 X 6 CONSTRUCTION) oRnS.DRIP EOCE 2ND FLOOR CEILING AREA ISMS[.S.F. BL.E T PLASTER DYER t/2' OR SOFrrt VCNi(TYvJ BWE80AR0 OVLR 1 %J FIRST FLOOR UlANC AREA=2159.75 S.F. srRAPPInG® 6"o.c. FIRST FLOOR CEILING(NOT COVERED BY 2ND FLOOR)AREA= 51 9 S.F. ------------------------------ GROSS WALL AREA 2 X 4 = 3344 S.F. F----------------- ----------- GROSS WALL AREA 2 X 6 = 342 S.F. 3+%Y x 9 +fix'LVL T; }1/z'x+t 7/a-LVL 3 1/2'R-15 F.G.I ET mnooW><000R nElcnr -----------------"----------"`'^•"""----_- -_-_-- R rD consrRucTgn NET WALL AREA 2 X 6 = 342 - 174.7 = 167.3 S.F. ,;, -----------'-''�i��'��--------- '"' PRro NET WALL AREA 2 X 4 = 3344 - 835.17 = 2508.83 S.F. '"1 I�11111 Ii0 - LAUND FAMILY ROOM W I N D O W S & E X T E R 1 O R D O O R S RY HEATED LAZING AREA U-V LIE A TY. UNIT �Iil 1";; / m u A 6 306 H. 4 H T - 2 UNHEAT D 3.5S.F. ,33 III;;II MW.2-2%4's EACH B e 30510 D.H. W 0HT 3015 188 S.F- .33 '"1 111; C 1 3-30510 D.H. W 3-DHT3015 70.5 .33 '"1 I'„11 . ;'11 III;;1'1 1;11 3/:T e G PLYW000 D ) FWH3111 W HT3 1 5 .33 �;I I;;;;"I I'�' CLUED MD HAILED _'p•1 e G PLYw000 SRBFLOOR(rw SUBSTrtunons) t .33 F.G.INSUL. 9 PMP N 4 FWH .'11AP W -DHT3015 O O; F a 305 DH. 67.8 33 11 I;1;;,",I 11I; . 73 -33 I,,;u,l I'; 2 X 12'S 0 16"O.C. G 4 30510 D.H. ;°I - H 3 CR155F 30 CR]55F W TN30 106.05 .33 ;y '::1 H.� J CR155A 3O CR155A W T 30 70.7 .33L - K 1 0 10 D.H 6 5 .33 4-2 X 12'S DD BEAU 1 -8 X 6-10 STEELFI R 18. S.F. w M 1 -8 X 6-10 STEEL NINE ITE SWINGSET 18. S.F. .28 - P 1 6-O % 6•-10'WITH 9DE I H TRANS M 480 S.F. .2B ��EGAL SE��4 3 1/Ys coNc Flu6o SLEW croLuun(rrP) NOTE: ALL WINDOWS & EXT. DOORS TO BE LOW-E GLAZING 1009.87 S.F. INTERIOR DOOR SC1--I EI]IJ L_E pTY. ROUGH OPENING STYLE DOOR SIZE DOOR TYPE 1 - 1 % - PAN R 0 -6 X 6-10 IM R1 WIN 1 Y 7-D 6 PAN COR WO -A %6-10 Im mOR SWIM 30'It So"x 12-PC FOOW.vC } - 1 X 7- PAN COR W -O %6-+0 INi R R WIN 5- I X 7- 3 PAN ID COR -O X 6-10 INTERIOR BIFDLD SECTION V 5 1 - 1 % - 1 IT -6 % -1 INt RIOR WINGSEI S - 1 X 6- 1 6 PAN R W -B X 6- INTCRIpR$WLNG$ET SCALE: DATE: PROJ. #: I� ` I� � � � � �� - - ' BUILDING SECTIONS '/4W = �'-�" 5 DEC 200, S,017 LN L N III L) � e HIP ROOF COLONIAL SHEET #: /-1 OLIVINGQ DESIGNS.2001 A 5 JEFFREY A. BARNABY, CPBD D LIVING DESIGNS TS LIVING DESIGNS HEREBY E%PRESSLY RESERVES O COMMON LAW COPYRIGHT. THESE PLANS ARE NOT CERTIFIED PROFESSIONAL BUILDING DESIGNER WWW.LIVDES.COM TO eE REPRODUCED.DISCREPANCIES CHANGED OR COPED. 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA. ANY ERRORS OR DIBRWGHICIES FOUND ON THESE G TEL. sos-Bss-z747 STOCK PLAN #S 1 01 7 PUNS PRL TO BE BROUGHT TO HE A EMroN OP V LINNG DESIGNS PRR]R TO THE START OF WORN. �F • H EA p E R S C H E ID lJ L E TYPICAL- GRADING INGUMBER NOTES MOGULDS STRUCTURAL NOTES. s SUPPORTING fl00F ONLY SUPPORTING 1 STORY PROVE SUPPORTING 2 STORY ABOVE GRADE GNAT RULES OF 1.) ALL LUMBER TO HAVE A fb=1 ,100,000 I F H MA% NCCH MAz NGTH MP%.L NLTH [DESIGNATION AGENCY EIASTK;RY _ K A _ a A n A (SE 2 3.OTES -E' x, NE ,00, 02.) SILL ON MAIN DWELLING TO BEP.T. 2 X 8RATED 1,]00,000 a LU1 J00FASTENER SCHEDULE FOR STRUCTURAL MEMBERS _y3_.. z x aDo-06�-%SC-- _1.z.3. AND O aoDaoD JOIST70 SILL OR GIRDER TOE NAIL 3- 8D s - t GENERAL NOTES: .._E uaT SOLE PLATE TO JOIST OR BLOCKING 16D ® 16 D.C. NDIEJ.Nnw1m Lune«fYaeea Aulnmity,uacntna aalea Lempe,.2+A c wM« 1.)SLATER PAPER OR T'VECK"TO BE USED ON ROOF AND SIDEwpLL w[a aarN 1 tlIlIE_Z SaAMm ba bn eureou:uaeNae RPna L-1.2+e w A 2.)PROVIDE BASEMENT UTILITY WINDOWS 0 2%OF FLOOR SPACE AS PER STATE BUILDING CODE STUD TO SOLE PLATE 2— 16D tlOTr T wear Gait Lvnnv Iveaclbn Bu•aa: i�be ROIeG lun,De•.2� 3.)PROVIDE GUTTERS AND OOWNSPOLRS R 1p I STUD TO TOP PLATE 2— 160 yQ>E_},weele.n mAAP.Ra n3Anee albs uecnr.e RmaE wine«.2+A h eAa 4.)PROVIDE FLASHING ABOVE ALL WINDDWS AND DOOR$ E%TERiaa nit wAu I/]'En.xrKo00 DOUBLE STUDS FACE NAIL 10D 0 24 O.C. MIN. P e a 5.)PROVIDE CROSS RIDGING 0 MIDSPAN OF ALL JOISTS R BUILT-UP HEADER Two PIECES W 1 2" SPACER 16D ® 16 O.C. ® EDGE EASTERN WOODS(auAacea eY w surtaceO green) 7.)DOUBLE JOISTS UNDER ALL PARTITION S CEILING JOIST$ TO PLATE, TOE PLATE 3— 8D SPEOES OR GRADE SIZE NOp.OG EIASTKTIY E 7.)ATTIC SPACE TO BE VENTED AS PER STATE BUILDING CODE BOXED RAKE DETAIL SCIER STRu°TUR 1100�00 8.)ALL CONCRETE TO BE 3.000 PSI O 10 DAYS NIN- CEILING JOISTS TO PARALLEL RAFTER$ 3— 10D �- 9.)REASONABLE CARE HAS BEEN TAKEN IN THE PREPARATION OF THESE DR—NGS.HOWEVER 1 1/2" = 1'-O" A ER O PLATE, NAIL 2-16D n0 1 e APPFIw. ] 1 IOO NO THE DESIGNER DOES NOT CUPRPNTEE AGAINST HUMAN ERROR AND FOR THAT REASON IT OQ2� _..�.199J1RP IS IMPERATIVE THAT THE CONTRACTOR/OWNER SHALL CHECK ALL DIMENSIONS AND DETAILS BUILT—UP CORNER STUDS. 10D 24 O.C. Q..Z-.__ MDER —=9000 AND MUST VERIFY AU_CONDITIONS AND DIMENSIONS AT THE BUILDING.ALL DISCREPANCIES RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS 4-16D SND 900,DOD SHALL BE BROUGHT TO THE DESIGNER BEFORE PROCEEDING. RAFTER TIES TO RAFTERS 3— BD _)THE DESIGNER ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION,THE 4 F T JOISTS BD ® 6 D.C. OWNER AND/OR CONTRACTOR SHALL COMPLY WRH ALL RULES AND REGULATIONS IN SUBFLOOR 7O JOISTS INTERMEDIATE 8D 0 12' O.C. THEIR STATE BtLarnnc CODE 1 2" SHEATHING TO STUDS EDGES 8D 0 6" O.C. SHEATHING TO STUD$ INTERMEDIATE BD 0 12 O.C. 1 2 SHEATHING TO STUDS GALBE WALLS) 8D 0 6 O.C. - r .��� DI III a+e T x o aAST tKAaA 3 1/2-%tT 2.0E PARALUN PSL I I I I WOOD eCAM I A .k F� I `lll 3 t/1"%11.873'2.OE PARAAM PSL 1 LLWOOD BEAN 1 O C BEMINC NPLL ® I ti U —Jj 2 x 1 S 1 O C. y 1 $ 1 0 n I O X 1 0 S 1 PRONDE SOUR BLOCKING 11 I II I 11 I .a.. I _ F I x Los 1 1 I I 1 1 TES 12' 2 X 1 6 .C- 1 J 1/2-Y 11.eT5'2.0E PARALIAN PSL .: WOOD DFAM� 1 I ...•...• :." _____________________________ I J 1/2-%9 1/r 2.0E PmAu.AMB PZL CAM 1 II 11 'SECOND FLOOR FRAMING PLAN -z' ^ ROOF FRAMING PLAN I 'I u 1T<`GAl$�O�R ? 1 SCALE: DATE: PROJ. #: UY L N � Lo ELS L � N - I A FRAMING PLANS 3i,6'R -o s DEC COLONIAL SHEET#:oi7 HIP ROOF COLONIAL JEFFREY A. BARNABY, CPBD ® ©Lwc OESGNS.2o°t A LIVING DESIGNS MNG DESIGNS HEREBYE%PRESSIT RESERVES rt5 CERTIFIED PROFESSIONAL BUILDING DESIGNER COMMON LAW COPYR GHT. THESE PLANS ARE NOT 131 QUAKER MEETINGHOUSE'ROAD, EAST SANDWICH, MA. WWW.LIVDES.COM, TO BE REPRODUCED.DISCREPANCIES OR FOUND O. TEL. 508-888-2747 STOCK PLAN #S 101 7 �ERRORS OR BROUGHT TO FOUND EN THESE 6 PLANS ARE TO RE BROUGHT TO THE ATTENTION OF v "I NC.DESIGNS PRIOR TO THE START OF WOMt. OI Rorie Trenob #dth 13.1 P'" fused Cho.bed Stone - __ IJy t r 84 88 Y - 70 U le Y Ca 84, l \ 68 $8 160 No Leach { « Proposed A'el! i 74_ \lO OO \ V 1 � 1 «�• .e• ) i ., Vie. .« ` \ 74 ♦ ` 8f' RdsOng Barn JWboeted 4 2� _ 78 180' No WeU 44 AS RM sbtu 1ppmeement ao 4r Now Alm D11 FNIZ / 160' No Yeff ; I. ` 76 d� LEGEND WEST BARNSTABLE 'PROPOSED CONTOUR. ® PROPOSED SPOT GRADE ' — 98 EXISTING CONTOUR c�-9 + 96.52 EXISTING SPOT GRADE Sr --�-W= EXISTING WATER. SERVICE ® TEST PIT - t�^ J�1 SCALE: 1 =40 'POG �O - LOCUS ;MAP QLOCUS INFORMATION PLAN REF.: 242 065 , TITLE REF. 163 /0 9, PA R ID. MAP 130 PAR. 022 � N NE 'X'COMMUITY PAN EL:.:25001C0534J DATED,s 01/16/ 4 . 'i'1 CL 2 . PROP. SITE AND SEPTIC > 4 r PAIR PLAN ' I RE N LOCATED AT: 13 ET WEST BARN STABLE PR P F - . EARED OR `- s 7/0 N� LYLE MOSCA SEPTEMBER,;9, 2020 / \ s N. y� ISTING EXIST. 1,500GNIT "2/0 SEPTIC TANK to be relocated RELOCATED 1 500�2 MEYER & - SONS, INC. SEPTIC TANK P:O: BOX* 981 EXISTING 5FT SOIL . LEACHING EAST SANDWICH, MA 02537 + REMOVAL s note 12 EN H M MARK PH 508 360-3311 o 4 ( ) o ( ) 50 FAX:: (774)413-9468 T P . i j 2 eyeradsontle50al.'o$ARNSTABLE r m O `ACK: 1 5' SID .SETB ..E4 REAR: SHEET `1 OF 3 0 WEST;.BARNSTABLE EXI5TINGs 1 . ) i WELL \ % LOCUS, MAP . TP-, `\ 20, 4 LOCUS . INFORMATION �0 PLAN,REF:. 242/065 , PARCEL ID: M '4 •. TITLE REF: 16361/097 O , AP 130 PAR. 022 r O •� 5 O �50� \\ oO FLOOD ZONE: "X" A /�. COMMUNITY PANEL 25001C0534J ':DATED:07/16/14 loll i0 O\ . 3q3 : PROP. SITE AND SEPTIC 19 EXI5TING REPAIR PLAN �A o WELL LOCATED AT P O • ° `� .135 CEDAR STREET TP 2 \ WEST BARNSTABLE, MA PREPARED FOR J0 . _ 7 8. 67 R \ LYLE M OSCA : \ \ EXIST. 1 5 0 0 G O . SEPTEMBER 9. 2020 �\ SEPTIC TAN K `G of - to be relocated y - o• ,1 40• y. a - . � RELOCATED 1 ; 5000 x II, SEPTIC .- TANK ' p� NITAR 0 EXISTING Z�I MEYER & SONS, INC 5FT. S01 L . LEACH N G - .- SCALE:. 1"=20' P.O.-. BOX 9 81 REMOVAL ,. n ote 12 CH, M A 7 ,. BENCH MARK 025 EAST `PANDWI 4 Ti . H: (50`8)36 — : TOP .OF FOUNDATION 0' 3311 76. 50 FAX (774)413 FA 9468 . - : 5meYad :al;ernsonsite BARNSTABLE G S DATE com ,. i SIDE REAR- ZONFNG SETBACK 5 SHEET:2 OF 3 NOTE: MAGNETIC TAPE TO BE PLACED OVER:ALL COVERS NOTE: TO PREVENT BREAKOUT, THE PROPOSED.FINISH SEPTIC TANK' GRADE 0 FOR A' DISTANCE TOP OF FND SHALL'NOT BE <'EL 74. GENERAL NOTES: 15 AROUND THE. PERIMETER OF THE SA.S. INSTALL:RISERS & COVERS OVER INLET & PROPOSED>D-80X ; , • ALL CHANGES To THIS PWJ:MUST BE APPROVED BY THE LOCAL � EL.=76.50t OUTLET AND SET TO 6": OF FINISH: GRADE �PROPOSED S.A.S. BOARD OF HEALTH AND THE DESIGN ENGINEER. INSTALL RISER & COVER INSTALL LOCKING COVERS IF AT FINISH GRADE SET TO 6" OF GRADE - -INSTALL A RISER. OVERONE CHAMBER .(MIIN) 2. ALL WORK AND.MATERIALS SHAM CONFORM TO THE REQUIREMENTS AND SET TO 3" OF F.G. OF THE STATE ENwwwENTAL coDE, Tm.E v, AND ANY APPLICABLE F.G. EL.=76.0f F.G. .EL.=76.Of F.G. EL: 76.80f LOCAL RULES AND REGULATIONS. f F.G. EL;76.80(MAX.) 3.THE SEWAGE WsPOSAL. SYSTEM SHALL Nm BE aAcKFu.E6 PRIOR 70 s INSPECTION APPROVAL By THE BOARD of HEALTH 0.TH AN i a 2T 36' MAX COVER L - 50' L 35(MAX) 4. ANY CONDITIONS. ENOOUNTERED DURING CONSTRUCTION DIFFERING E O S_1X (MIN.) -75. O S-1X (MIN.) O S-IX (MIN) j FROM THOSE MOWN.HERON.SHALL BE REPORTED TO MIN t :-+ 4�SCH40 PVC 4"SCM40 PVC 3 4" r ENGINEER BEFORE CONSTRUCTION CONTINUES. . 4'SCH40 PVC 2' OF 3/8" DOUBLE WASHED -` 1-1 2 STONE OR FILTER FABRIC DOUBLE WASHED STONE 5.ALL ELEVATIONS BASED.ON ASSUMED DATUM. 1c PAILU ' INV.=74.30 In 8YHE.DESL�I OAR OWNER TO ETTHE LOOCALBLE F6R TME ofOF HEALTH-;FOR PROPER INSPECTIONS DURINGCONSTRUCTION. tE1�tINV.=74.05 ®a®®• Q ®B80PROPOSED ®ice®®8 8F30aH 7. DWELLING IS SERVICEDBY TOWN WATER. GAS BB®®a®O®B®8 INV.=73.55 �g� JNV:=73.35 ®IE�B®BB®®IfEIfBH 8 o A COND AREAS ITION SEED UPON CONSTRUCTION ONE AND BECONNTTRAC OR _ _ M& AM IM& AIM '� . , , 9. IT SHAM BE THE RESPONSIBILTTY OF THE CONTRACTOR TO VERIFY THE. EXISTING 1.500 GALLON SEPTIC TANK 4 3 X 8.5 4 LOCATION OF ALL UNDERGROUND UTIUTIES,.PRIOR T'O'STATING WORK. ` (TO BE RE-LOCATED} 10. EXISTING TANK.AND LEACHING COMPONENTS'.TO BE SCRUBBED EXIST. SEWER OUTLET EFFECTIVE LENGTH = 33:5' cLFaw. AND,RE-US® IF SUITABLE. REPLACE AS NEEDED. INV=74.85 _ 11.-48 HOUR NOTICE FOR ENGINEER CERTIFICATION INV.' ELEV.-. 73.0 .12. REMOVE ALL UNSUITABLE"SOILS 5.Fr. AROUND LEACHING'TO EL. 70.80 0R NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING BREAKOUT TOP OF :C1":LAYER AND REPLACE WRH CLEAN MEDIUM SANG PER TITLE 5. PIPE INVERTS PRIOR TO CONSTRUCTION = EL 74.0 .' 13. 'NO KNOWN PRIVATE WELLS WITHIN 150 FT. OF PROPOSED.- TOP .CONC. ELEV. 74.0 Eo L INN 2) TANK AND D-BOX SHALL BE SET.LEVEL:AND TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INV. ELEV.= 73.0. WE ®® E 4" SC 1/8'/FT (UNLESS SPEC. ) 14. ALL PIPING TO ;B H 40 O 630 15. THE DESIGN OF, THIS SYSTEM -DOES.,NOT ALLOW INCH,CRUSHED STONE BASE, AS SPECIFIED IN ��i®® 310 CMR 15.221(2) �� FOR THE USE OF A GARBAGE'"GRINDER. BOTTOM EL.= 71.00 , . 16. NO WETUWDS'WITHIN :100FT.: OF PROPOSED LEACHING 3) REPLACE EXISTING 1,500 GALLON SEPTIC TANK FT. 3.75 WITH 1500 GALLON,.SEPTIC TANK 1F FAILED: 17. NO PROPOSED INCREASE IN FLOW. DAMAGED, OR UNDERSIZED: SEPARATION 5:00' FT. EFFECTIVE WIDTH 12.5 4) INSTALL INLET & OUTLET TEES W/ SOIL ABSORPTION :SYSTEM-.:(SECTION) GAS BAFFLE AS REQUIRED BOTTOM OF TESTHOLE EL: 66:0 (500 GALLON LEACH CHAMBER) SEPTIC SYSTEM PROFILE v SOIL' -.LOGS P. 10337 NTS DATE: OCTOBER 2. 2002 SOIL EVALUATOR: JOHN DOYLE. PLS. CSE WITNESSi DAVID STANTON, BARNSTABLE HEALTH' DA N G - M Elev: - TP-2 mod' ;,.N „ � TP 1 r o: 1140 "' 76.00 0 76.80 A 0 G/ 4� 4" SANS 31.E M SANDY 3� DESIGN CRITERIA' NITA& 75s7 �6.44 B LOAIAY SAND B LOAMY s" ' OF BEDROOMS: EXIST. 4 BEDROOM DWELLING 1OYR 5/8 10YR 5/8 " NUMBER SOIL TEXTURAL CLASS: CLASS. I (0.74 GPD/SF) 0 C MEDIUM 0 C MEDIUM 73 3s 70.8 72 r SAM DESIGN PERCOLATION RATE: <2 MIN/IN PERCOETLE57T3.7s �o R"g 6 / / DAILY FLOW: 110 G.P.D. X 4 BR DESIGN FLOW:. 440 'G.P.D. 68.0 913 69.80 84" GARBAGE GRINDER: NO (not designed for garbage grinder) C2D C2D 2.5Y 6/4 2.5Y 8/4 SEPTIC TANK: 440 gpd. x 200% = 880 gpd RE-USE EXIST. 1,50OG SEPTIC TANK (RE-LOCATE ss.o 120" 66.8o Sao" LEACHING AREA REQUIRED: (440)/0.74 594.59 S.F. : PERC.PATE <2.MIN AN. ('C�1"�aa) NO GROUNDWATER EN USE THREE (3) 500 GALLON PRECAST LEACH CHAMBERS (re-use exist.) PROPOSED SITE AND SEPTIC UPGRADE PLAN W/ 4' STONE ON ENDS AND 3.75' ON SIDES: 33.5' L x 125' W x 2' D STREET, WE LE, MA 135 CEDAR WEST BARNSTAB BOTTOM AREA: 33.5 x 12.5 = 418.75 SF Prepared for: Mosca SIDE AREA: (33.5 + 12.5) X 2 X 2' = 184 SF v`.. - system' Design and.Topography Plan by SCALE DRAWN DATE MEYER&SONA.INC. DMM TOTAL SQUARE FEET PROVIDED 602 vs 445.94 REQ'D Po Boxasi. _ 09/09/2 REV {)AS. . EasrSavnwrcH iNa oz5si• CHECKED SHEET N0: DESIGN FLOW PROVIDED: 0.74 602 S.F. 446 G.P.D. vs. 440 G.P.D. r ( ) eq d. se>a�Mzsrt DMtvl 3 of 3 ;' TOP FOUND. EL '�7.4 " �----- 3� Mr.r (�aJt�tZ C.J.tafL S�s'� M G.oMt°AuZa�5---. ; 2" of I18" — if2" Peestolze " alp,6 A z(' WATT; 1 14T CO� t �:J \ �';:, �� r!•���1.\ �:�x�;th 33.5 __. . � _..,,,�,.� S;Z'............ ... -........... � ,. 2' LEVEL--- _ INV, EL t14.-3) --_ i Ti'�r�ch I�dth >�� — FLOW LINE ---�----� ` �' 1 T9,3s.1i=d Or•zr.sliL=d .5'te�ie 1 3�/4 _ 1-112' Washed Cr us ed Stone _--- --rt /1 ' ,a• MIN. t� INv. EL. __,__._-r- r__� _ _ ---�---- __, - ........................ ' -�; -___: --=!�'�._! p `� 'I�G1��%.�� '� ". 1�. �� TR `11��I� S' 'C.TIC�11T .01 ! !.till. 6 �� � _�+ _ �,� _ - "�'+ oomWEST L cu sum. =Y�~ �— y ;° d; 1 49 10, MIN. {' ucxno DEPTH L_ A17, �_-_`' oq aaf, ���1 ` �6 `� j ��EA�N�� #" \\ �'1•. .... f...'..'\ C'—:7G.:] r1� t=_..] �� �a (. 'I•'l.•S� \ Day INV. EL `T�9�t ;,'v. EL> �S �v L{2n > ora�tV, EL. -1�• R t- p `—. __ _f_ }a_2t> t_on.p f� \ �,o� �' �d en es• • Tr c r� J � 1 A� No. of 500 Gallon Precast Chambers ___ �' ti �� PRECAST PEINI OPCED CONCRETE r� T SEPTIC TANK DISTRIBUTION BOX 3/4 --• 1--1//,2 Washed Crushed Stone 1500 GALLON PRECAST REINFORCED CONCRETE SE L+7L 4-rr" s AA AA WSTALL ON A I_V/EL BASE - 1�.nj �.,t,rk C.�revvt-.b V•1at's_ct •C L.�o,o �M��s MINIMUM CONSTRUCTION MATERIALS PER 310CMR 15.226(2) MINI'-RIM WALL THICYMIESS r 2" �, a TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE THE FLOW LINE )IJNl�f,UM INSIDE DIMENSION = 12" \64 OF THE SEP710 TANK AND BE ON THE CENTERLINE OF THE \ , i SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEAN—OUT OUTLET INVERTS SHALL BE EQUAL TO EACH 66 \ MANHOLE. OTHER AND AT 2 MINIMUM BELOW INLET INVERT. \V 7- r �••e THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2" NOR THE DISTRIBUTION UNE5 FROM THE DISTRIBUTION BOX MORE THAN 3 ABOVE THE INVERT ELEVATION OF THE SHALL ALL NAVE EO VAL INVERTS AS DETERMINED BY FLOODING OUTLET PIPE. THE DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION LINE INVERT AFTER ALL LINES HAVE 8EEi4 SEALED 114 PLACE. REPLACE SOILS' NOTM:' SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE IlIVFRT ADJUSTMENTS SHALL BE MADE BY FILLING Vr1Tr1 DURABLE 70 AND NON-DEFORMABLE MATERIAL PERMANENTLY FASTEND TO TVE 1 / ON A LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY LINE OR RECONSTRUCTING THE LINES UNTIL ALL INVERTS ARE OF It'E�OtrE` UNSUITABLE ,SOILS F1 '`' .LATERALY A D ON TO WHICH SIX INCHES OF CRUSHED 5TONE IET A� DIRECTIONS-BEYOND T'LE' OUyER PERI�E'fiER t J ,� \s2., v COMPACTED N Er��l,3,i E1:-E,VATTO�J. HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENT OF 1M SOT,, ABSORBTION SY 'TEM TO THE DEPTH OF SETTLING. ' ` \ �\ \ ``• NATURALLY OCCVRMG PE'RW09S MATERIAL AS REQt M-D SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9". BY 810CJ R 15,240 AND RELAC'E It'ITH CLEAN GRANULAR SAND, FREE FROM ORGANIC N 4TTE.R AND DELETERIOUS 0 MANHOLES WITH READILY REMOVABLE IMPERMEABLE SUBSTANCES: U�Pole THREE z 4 COVERS OF DURABLE MATERIAL SHALL BE PROVIDED.WITH. ACCESS \ / PORTS BEING PLACED AT THE CENTER AND OVER THE INLET AND /� \ \ \ \ ✓moo � OUTLET TEES. THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE. \ \ �> General Construction Notes \ a... ....... ti � � 64 � tch 4A -t e n l. All the workmanship and materials shall conform to D.E.P. Title 5 and the Town of / \ Barnstable rules and,TM4R*ions for the subsurface c�.^ ,fi Sew y-:- 86 ... 6 8 2. At least one access port aver tank tees shall be accessible within 6 inches of finish (grade, ::::: 150 No Leach with any remaining access ports brought to within 12 inches of finish grade. `"` We11 sea::: ZONING DM=Cr RF \70 0 SOP 3. All components of the sanitary system shall be capable of withstanding H-10 loading 74_ Q _ _ : \ , BUILDING ,SETBACKS unless they are under or within 10 feet of drives or parking. H-20 loading shalt be med o _ `-' '"'^ '"' SME 1 ' ,c� '� � SIDE 15' under or within 10 feet of drives or parking unless noted. :oo 7z REAR 15' OVERLAY DISTRZ"P AP 4. The excavator/contractor shall verify the location of all site utilities prior to and _ _ _ _ _ _ _ excavation. � 74 ASSESSORS NAP 130-22 DESIGN DATA: � � ST.�IEET ADDRESS.• 'Pt� 1►a s E'D- � ''�� Existing We11 135 CEDAR ST�EE7' STRUCTURE �tj�,�L�.w1 5. Sewer pipes shall be 4-inch Schedule 40 PVC laid at 0.02 slope. , Ie' +r`L. �C ,, \ PLAN R� vCE• 24,2 e5 TYPE NO, BEDROOMS GARBAGE DISPOSAL 6. Any masonry units used to bring covers to grade shall be mortared in place. 7e DESIGN FLOW A X.��o AA ID I , -76 7. Finish grade shall have a minimum slope of 0,02 feet per foot. 150, Existing i 34' �`1 Barn To Be �p i51' Relocated SEPTIC TANK tA5V-_ 31 0 _ -78 LEACHING FACILITY s� �. �-s c s -s.z 3Y•S}'s�•S) 78t 150' No iFell 0 i 2 b 0 0 GRAPHIC SCALE t I 2 30 0 15 30 eo 120 �3� 10 33~l �� o�I e0 - / ~ 5' Soil Replacement Soil Logs 0 �� ✓� 73" ; 0� o� TO �9 - - - - - - ---- - ( IN FEET ) ,fir I/ 42' 9 rn B ��t0' \\ 1 inch 30 fl Siol Evaluator: Stephen Doyle Location i 150' No Well .Health Agent: rnti, sr,-�+ro�a DH � � I, BM..DH EL 78.63 —78, Pert Rate: <2 Min/Inch DATUM NGVD , , ✓ Site pl c� Z� O La la Q' i , , Depicting: z ' ��°Z 76- , The Proposed Macke Residence 3� t >^_-t_. —tR•v' t3 —c. 78 , 0 \ 0 In A SL 10yr 3/2 �, "A" Sla 10yr 3/2 4" 4 Barnstable, Massachusetts "B" LS 10yr 5/8 "g" LS' 10yr 5/8 \ 76 *� 36 " ow 1�y Scale: I" = 30' Date: October 17 2002 g0 "C1" 72 � �74 135' ��0 Prepared By: MED. 1 pyr• 5/6 "Cl" ,l1ED. 10yr 5/8 st,�' / P pert 39 SAS 40 / - ` Stephen r Doyle And Associates SAND 96" 84" \ 42 Canterbury Lane, E. Falmouth, MA 02536 Telephone: 5081540-2534 "CIO 2.5Y 6/4 "C2" FINE I2 5Y 6/4 FINE ,0?' � .�a -v-i� i o.n .B,� v c � SAND 12 SAND 120" r S �Ey 0 No Ground Water Encountered No Ground Water Encountered PHEN YL moo. WIUTAM �� No.375" Oe - ---- N FNO, M710 a' H ti �A �9p�~• r S 1 fSs �eN�'�� LOCUS DOES NOT FALL LV A FLOOD HAZARD ZONE jQM4 NO. DATE SCRIP77ON 8Y � e