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0732 SCUDDER AVENUE - Health
732 SCUDDE 286-019 HYANNIS � I k I o � I j - TOWN OF BARNSTABLE LOCATION _ _ SEWAGE # VILLAGE / / �D2T ASSESSOR'S MAP & 11PiaT-M-�_nR'S NAME&PHONE NO. � SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) " -NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: C DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility' Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility)_ Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by I I 1 a _ c r qq _d9 - TOWN OF BARNSTABLE oN 73 2 S'Cu 6OZ SEWAGE #. yj--7; VILLAGE Hyr h/m'S pne2.4- ASSESSOR'S MAP & LOT j"INSTALLER'S NAME&PHONE NO. WM,E /Z6 b400tJ SF,006 c '77-V477G� SEPTIC TANK CAPACITY i S o v S�- / A 2 s—rt''2 LEACHING FACII.TTY: (type) ?2YWE I/S (size) tv0.OF BEDROOMS 3 GUILDER OR OWNER PERMUDATE: / /?-��1 COMPLIANCE DATE: i Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by r. C v �a L t a /4a a S6 o G` � � J Commonwealth of Massachusetts °? / Title 5 Offi+cial inspection Form Subsurface Sewage Disposal System:Form-Not for voluntary Assessments; 732.ScudderAvenue Property Address Brian&Jennifer Devlin Owner Owner's Name information is NyannispOrt Ma 02601 6/20/20;18 required for every --- - page, CWTown State Zip Code Date of Inspection Inspection results must'be submitted on this farm:Inspection forms may notbe altered in any Way.Please see completeness'checklist at the end of the fonn. tmrtaint~When A. General information /3 filling out forms on the computer use only the tab 1'. - InspQCtOr: key to move your cursor-do,not use the,return. . Sean M. Jones key. Name of Inspector S.M.Jones Title .Se tic Ins' ection: ae} Company Name 74 Beidan Ln: Centerville Ma 02632, cdyfrbwn State: Zip Code 774-2484850;, sm onesti ley@gmaii.com S14522 Telephone Number License Number B. Certification 1 certify.that I have personally inspected:the sewage disposal system at this address and fhat the information.reported below is.true,accurate and complete as of the time of:the inspectlm.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 6(310 CMR 16.O00 The;system: _® Passes Q Conditionally passes Fails Q (Needs Further Evaluation by the Local'Approving Authority 6120/2018' Inspector's signature Date` The system inspector s a it a copy of this inspection report to the Approving Authority(Board o(Health or DEP)wifhin 30:days of completing this inspection. If the system is a shared system or has a.design flow of 10,000 gpd or greater;the inspector and the system owner shall submit the report o the appropriate regional office of the DEP.The odginal;;should,`be sent to.the system owner :and copies sent to the buyer, if,applicable,and the approving authority, 'This report only describes.tonditions 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. LISIns':3113 Title 5 OtGdal tnspedian Form:SubsuAece Sew2ge 0ispoW System'Page 101.17 i Commonwealth of Massachusetts Title 5 Official Inspection Form: Subsurface Sewage Disposal,System Form Not for Voluntary Assessments 1U.Scudder Avenue Property Address Brian&Jennifer"Devlin Owner Owners Name Information is Hyannis port Ma :: 026Q9 .:; 612Q/2018 required for every y- page. cityfrown State` Zip Code`.,. Date of inspection B. Certification (cont.) Inspection Summary:Check A,B,C D or E!atways complete all of Section D A): 'Systarim Passes:. ® I have not found any inforrnatlon which!indicates that any,of the failure criteria described in 310 CMR 15.3t1 or in 310 CMR 15,3t?4 exist.Any failure criteria not evaluated are indicated below. ' Comments: The dwelling located at 732:Scudder Ave t yannisas served by a Title V septic.system consisting of a °Itib gallon septic atrik, distribution box and 2 precast.dryweHs.The system was found to be'n proper working condition At:the time of inspection: 8):...:System Congitionatiy Basses: 0, One or more system components as described in the"Conditionai Passe section need to be: replaced.or repaired.The system, upon completion of the replacement or repair;as approved by. the Board of Health,wiN pass. Checkthe box for"yes", "no"or"not deterrninetl"(Y, N, ND)for the foNowing statements tf"nof 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 exfiitration or:tank failure is.imminent, System will pass inspection if the existing sank is replaced vdith a complying septic tank as approved b} 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 2Q years oid is available. ❑ Y 0 N 0 .ND{Explain below): isms-+3113 rue 5 ofi«ai ins eUm Form;Suhsw fam sewese oiVasW System=Pop 2 o M Commonwealth of Massadhusetfis Title 5 Offil.elal Inspection dorm Subsurface Sewage Disposal System,Farm Not for Voluntary.Assessments 732 Scudder Avenue Property Address Brian&Jennifer Devlin Owner Owner's Name information is N annis rt Ma 02601 6/20/2010 required for every pager citylTown state ZipZip code': 'Date of lrispectlon B.'Certification (cunt.} ❑ Pump Chamber.pumps/alarms not operational.System will pass with Board of Health approval if pumps/alarms are repaired. B) System Condl onally Passe&:(coot.): ❑ Observation of sewage backup;or break out or high static water level in the distribution boxI. due . to;'broken;or obstructed;pipe(s)or due to a broken, settled or une1.ven distribution box, System will pass inspection if(with approval of Board of Health}: Q' broken pipes)are replaced ❑ [}Y N 0 ND(Explain,below): obstruction is removed ❑ X ❑ N. ❑ ND(Explain below): ❑ dstributian box'is leveled or replaced. ❑ Y Q N [] ND(Exptaimbelow); I. Q The system required pumping more than 4 times a year due;to broken or obstructed pipes} The system will pass'inspection if(with approval of,the Board of Health} broken pipes)are replaced ❑ Y. ❑ N, ❑ ND(Explainbelawj`: obstruction is removed Q`Y CIN ❑ ND(Explain'below) C� 6urther k"juation is Required by the Board of Neaith:: ❑ 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 deterrrt,ines in accordance with 3'ltJ CMR 15:303(1,�(b�that the system is not functioning in'a mgnnet which wilUprotect public health safety and the environment: Cesspool or phis within 50 feet of a surface water [j Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ms. 3ut3 rite 6 Vital M cfim farm,She Sewaee Oi o al system: page 3 of;17 Commonwealth of Massachusetts Title 5 tfficiat inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments - T32'Scudder Avenue Property Address Brian&Jennifer Devlin Owner Owners Name <. Information is Hyannis rt Ma 02601 6/20/2018 required for every po CityrTown State Zip code oats of lnspectivr B. Certification (coat.) 2; Syst®m will fail anises the;8oard of Health(anal Public Water Supplier,if any) determines that the system is'functioning in a m8nner that protects the public health, safety and environment: [] The system l as 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 b aseptic tank and SAS and the SAS is within a Zone 1,of a public water sup pl y . ❑' The system has a septic tank.and SAS acid the SAS is within 50 feet of a private water supply well. [� Th'e system has a septic tank.and SAS and the SAS is lesi,ftn 100 feet but 50.feet or more from a private water supply wel{**. Mentod rased to determine distance Thls;system passes if the well water analysis,performed at it8P eertifled laboratory,forfeeal conform bacteria indicates absent and the preserve 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 Oj System Failure Criteria Applicable to Ali Systems: You must indicate"Yes".or"ido"to each of the following for al inspections: Yes. No Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool o Discharge or ponding of effluent to the surface of the ground or.'surtace waters duet 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{s Jess than 6"below invert or available volume is less than %day flow t5ins' 3t13: . Yule 5 Offldat won Form:Subsurfew S Ae Qasposel SYstefrr•Peg s 4 of T i Commonwealth of Massachusetts _ Title 5 Official inspection form Subsurface Sewage Disposal:System Form-Not for Voluntary.Assessments: 732 Scudder Avenue Property Address . _ ,: ., Brian&Jennifer Devlin Owner Owner's Name ,- reformation IsH annis ott Ma 02601 6/20/2018 required far every _�. P page. CitytTawn State Zlp Code:: Date of Inwoon B,'Gertification (cant.) Yes NO: Required pumping more than 4 times in the last year NOT due to clogged or obstructed plpe(s). Wi berof times pumped: (] ( I 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. [❑ 01 Any portion of a cesspool or privy is within:a Zone 1 of a pubiicveil:: El Any portion of a cesspool or privy is within 50 feetof a private water supply well Cl Z Any portion of a cesspool or privy is less than 100 feet but greater than 60 feet from a private water supply Well with no acceptable water quality analysis. [This system passes if ilia well water analysis,08ribrmed:10 a DEP certified laboratory,for fecal coliform bast®ria Indicates absent and the presence Of ammonia nitrogen and nitrate nitrt3gen-is equal to or less-thaq 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' low of oo.ogpd- 10,00(1 gpd. The system'ails.l have determined that one or more of the above failure criteria exist as described In 310 CMR 15 303,therefore the system foils. The system ownershould contact the Board of Health to determine:what wilt be necessary to correct the failure. E) Large.Systems: To tYe considered a large system the system must serve a facllity.with a. design flow of 10,000 gpd to 15,000 ppd. For large systems,you must indicate either"yes°or"no"to each of thOollowing, an addition`to the: questions in Section D. Yes No [ ; ❑ the system is within 400 feet of a surface:drinking water supply 0 (] the system is within 200 feet of a tributary o a surface drinking,water°supply the.system is located in a nitrogen>sensitive area'(interim Wellhead Protection Area IWPA)or am OiA�:Zohe it of a public water supply,well If,you have answered"yes"to any question in Section E:the system iS;considered a significant tt►rea#, or answered es. in..Section D above the large system has failed.The owner pr operator of any large system considered a significant threat under Section E or failed under1Section D shall upgrade the. system in accordance with:310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. ISine i 3Jt3 " TWe 5 Offkwtnspadion Form.Subsurfiam S M" 03sposal Sgstam a➢ate S of:17_ Commonwealth of Massachusetts Title $ Offici.a[Ifit.pOct om loan subsurface Sewage Disposal;System F ore-Nat for Voluntary Assessments 732 Scudder Avenue_ Property Address Brian&Jennifer Deviin; Owner Owners Name.: infor<naUonIs H annis t)rt AAa 02601 6/20/201i3 required for every page, GityFi awn State': Zip Gotle` 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 Heat#h []' Were any of t#e system components pumped out in the pceviaus two weeks? Has the system received normal flows in the previous twa``>week period? Have farge volumes of.waterbeen 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 availab{e note as NJA)` ®` ❑` Was the facility ar dwelling inspected for signs of sewage.back:up? [Q; tNas the sit®inspected for signs of break out? .Were all system components;excluding the SAS, located oh sits? Q; ..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? 1Nas.the facility owner'(and occupants if different from owner),provided with R. information on:the proper maintenance of subsurface sewage dispose{systems?. The size and Ioc4tton of the Soll Absorption System(SAM on the sitet has been determined based on: �` p Existing information. For example,a plan at the Board ot:Health: Determined in'theietd(if any of the faffure criteria related to Part,C is at issue ® appro WnaVon of distance is unacceptabie)<[310 CMR 15 302(5)J D System information Restdentlai Fiow Conditions: Number of bedrooms(design) 3 Nurriber of bedrooms(attuai); 3 DESIGN flow based:an 3i 0 CMR 15.203(for example: 110 gpd x#of bedrooms): 330 15m 413 - ;. Tits 6 Offidai.lnapet(icn wm:Subsurface Sewage Oispnae!Systean Page 6,oi 17 Commonwealth of Ma*oohuaetts Title 5 C3fficiat Inspection Form Subsurface Sewage Disposal System Form.Not for Voluntary Assessments 732 Scudder Avenue Property Address Brian&Jennifer Deviin Owner Owner's Name information required for every � i annis ort Ma 02601 6/20/201$ .H� page. Cityrrown State Zip Code Date of inspection D. System Information Description:; Number of current residents: Does residence have a garbage grinder? Q Yes?;® No Is laundry on a separate sewage system?(Include laundry system inspection information in'#his report.) d Yes ® No Laundry system inspected? [] Yes_® No Seasonal use? . YesNo water;meter readings, rf avaitabte((ast 2 years usage(gpd))i Detail: Sump pump? C7 Yes> No. Last date f occupancy unknown. own: gate,. Commerchkl/iadUstrlat Flow Condtttonsi Type of Establishment Design:flow(based on 310 CMR 16,204 Gallons per`day�tia} t3asisf design flow{seats/persans/sq.ft Grease trap present? [} Yes.<❑ No` industrial waste holding tank.present? (Q Yes:0 No Non-sanitary waste:discharged to the Title 5 system? Yes. ❑ No Water meter readings, if:available; f5tns�'3/t3 Voo 6 o fia fnspedion Form:Sowrfaw Sewage wvosst System Page 7 or:t Commonwealth of Massachusetts Title 5 Cif f icial Inspection Forrri Subsurface Sewage DlsposaF System Form:-Not for Voluntary Assessments; 732 Scudder Avenue Property Address :Brian&Jennifer Qevlin Owner Owner's Name Information is Hyannis port Ma 02001: : 6/20/2018 required for every . page, gty/Town State Zp Code: Date of inspection' D. Systefn Information (cunt) Last date of occupancytuse. Date Ot er(descrbe beiow}: :: General information Pumping Records; Source of informatiork Was system pumped as pail of the inspection? ❑ Yes ® No if yes,volume pumped. gallons How was quart#ity pumped determined? Reason for pumping:. Type of System; septic tank.distribution box, soilabsorption system Single cesspool Q; Ovomow cesspool' [' Pnvy Q Shared system(yes or no)(rf yes;attach previous inspection records; if any),_ Innovative/Aitemative technology.Attach a copy of the Curren#'operation and maintenance contract(to be obtainetl from system owner}and a copy of latest: inspection of the YA system by system operator under contract Tight tank.Attach a:copy of the D;EP approval. Other(describe): t5ins=313. fiida$office!hWedon Form:Subsurface Sewage Olspow System:•pop 8 of17 Commonwealth of MassachusetfA Title Official Inspection Form Subsurface Sewage Disposal!System Form'-Not for Voluntary+Assessments, 732 Scudder Avenue Property Address Brian&Jennifer Devlin- Owner owners Name . information is required for every i20 Hyannispott Ma 02601 .6f2018 page,: clty7own Slate Zlp Code Date of Inspection D. System Information (cont.} Approximate,age of ail components,date instalied(if known)and source of Information Were sewage odors detected when arriving at.fhe site? : [I Yes ® No Building Sewer(locate on site plan) Depth below grade: Material of construction.;; ', ❑cast iron 40,PVC M other(expla{n): Distance from pn'yoie water supply well orsuction line: feet Comments-(on condition of Joints,venting,kcience of leakage;,etc.); Joint were ok;no leaks, vented through the roof Septic Tank(locate on site;plan):- Depth below grade: �5 et.. Material of Construction, concrete Q"meta{ �fiberglass _.. �polyethylene Q other(explain) . ft.tank is meta{, list age years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate} Yes No Dimensions: 1500 gallons ell Sludge depth: t&ns;•3I13.: Title 5 06 al tr�FoM&jbsunfaw 9e Oisp"system•Page 9 C r:O Commonwealth of Massachusetts Tiffe.5 Official Inspection Form : Subsurface Sewage Disposal System Form=Not for Voluntary Assessments 732ScudderAvenue " Property Address Brian k Jennifer Devlin Owner Owner's Name 77 information is Hyannisport Ma Q2601 6120l201$ required for every page. citylrown State ZJp Code Date of inspection D. System Information Septic Tank(coat.), Distance fro of`siudge;to bottom o#outlet tee or baffle 3" Scum thtekness - Distance from:top of scum.to top of,outlet tee or baffle flistanee from;bottom of scum ro lanttom of outlet lee or.baffle. i 0" How were dimensions determined? opened covers;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 does not need to be cleaned now but,should'be done soon and again every 2 years for proper maintenance.:water level was even'with outief tank was not leaking and was strue#uralI sound: - Grease Trap(locate on site plan); Depth :below grade.; feet: Material of construction 0 concrete, metal []fiberglass r 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: oats t5ine.+ /13` 'NUS 8 00114 l Inspection Point Sutnofd a Seviege Oisposef system.,Page 10 vr`7T Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Oisposai System Farm`=Not for Voluntary Assessments 732 Scudder Avenue Property address Brian&Jennifer Devlin Owner Owner's Name Informations H annisport Ma. 02601 .6/20/20:18 required for every � page CftylTown State. Zip Code Date of I.nspeaion:: D. System Information (Copt) Comments(on pumping recommendations;inlet and outlet tee of baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of eakage, etc.): Tight.or Holding Tank(tank must'be pumped at time of inspection) (locate or site PI an):= Oeptf ;below grade: : Material of construction: ❑concrete ❑ metal ❑fiberglass ❑ polyethytene ❑;,other(explainj. D'imensronsa.: Capacity: gallons Design Flow: gallons per day. Alarm present::. ❑ Yes ❑ No. Alarm:level:; Alarm in working order ❑ Yes [] No Date of 4ast'pumping oats: Comments(condition of alarm and floai switches,etc.): I *Attach copy of current pumping contract(required). Itzopy attached? Q Yes C] No +sue.:ins . Title 3 Official.InsQsctlan Farm:sw>Wraca$awage 0 system•`fuse Iti a it tX Commonwealth of Massachusetts fa Title 5 Offi+cial Inspection Form Subsurface Sewage Diz3posai System Form Nat for Voluntary Assessments 732 Scudder Avenue Property Address Brian&Jennifer.Deviin Owner Owner's Name information is . H annisport Ma 02609 6/20/2018 required for every H page. City/Town State; ZIp Code Oate of nspection 'Do System Information (cant Distribution Box Of present must.be opened)(locate on site plan): Depth of liquid level above outlet invert Comments(note if box is level and distribution to:.au#lets equa1,;any evidence of sotids carryover,any evidence of leakage:nto or out of taox,etc;): Distribution box was in good condition, no`rot,water level was even with outlet invert., Pump:Chamber(locate on site plan) Pumps in wotkrng order: 0 Yes ❑ No*... Alarms in working order., ❑ Yes ❑ Not 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: Sail Absorption System(SAS){tocate on site;plan,excavation not required): If SAS riot Idea.ed, expialn why: t5ins;•.3f13;; P T�5 omew kupedion Fow SubwAaw 6 a eye Dispa System ew 12 o 11 Commonwealth of Massachuset#s ,�. Tie 5 Officia[ lnpe #ion Form Subsurface Sewage Disposal Systern.Form Not for.voluntary Assessments 732 Scudder Avenue Property Address Brian 8 Jennifer`Devtin Owner Owners Netne information is H anns ort Ma 02601 WM2098 required for every i y p _ page... City/Town State Zip Code Date of inspec Uon D -Sys#em to#©irmaYio i±cor�t.) Type eaching pits ; number: ¢� aeactting chambers number,.: 2: ❑: teaching galleries number. teaching trenches.. number, length: [] leaching fieids number, dimensions. (] averflisw cesspool ,. number: [J: innovativeMIternative.system Type/name of technology; Comments(note condition of soil, signs of hydraulic faiiue, level of ponding,damp soli,condition of` vegetation, etc); `leaching facility has 2 precast leaching chambers: Chambers were dryr,at time of inspection with a stain ine 2"from bottom. Cesspools(cesspool must be pumped as;part. inspect ion y(locate on site plan) Number and:configurahon; Depth top of liquid o inlet'nvert Depth of solids layer: Depth:of scum layer:: Dimensions of cesspool Materials of construction: Indication of groundwater inflow ❑ Yes ❑ No tSMy,:3i13 7itN5 O*W bzaMCIM F&m:Swsuftw so".otsp x System.Page 13 of it Commonwealth of Massachusetts Title 5 Official Inspection Fora Subsurface Sewage Disposal System Forrh-Not for Voluntary.Assessments 732'Scudder Avenue Property Address Brian&Jennifer Devlin Owner Owner's Name requir required to H annis ort Ma 026t}1 6/2Q GIB required fot every y .�. . .._,�._. page. c ty7own State': Zip Code Date:of Inspection: D. System Informatiofi (Cont.). Comments(note condition ofi sal,signs of hydraulic faiiuie, Cevef 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 pending, condition'of vege�tion etc.); I (Sins:•3ta3_ Tide S Offwal Mspetltw Flow Sits Ace Sawegs Disposal System,-,Pao 1C of t] Commonwealth of.Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal.System Form Not for Voluntary.Assessments 732 Scudder Avenue Property Address Brian&Jennifer Deviin Owner Owners Name information Jsr. H annispOrt Ma 02601 WW2018 required for evary y, �----- p Cfty/TDwn State Zip Code.: Date of Inspection D. Sysfem Information (cont.j 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 aiCureIIt within 1 aor feet:Locate where publicmater supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately L5irss%<3l9$ "fiNa b orfteiisI OMP"fe"FMM:fi urraoa 5eNKrga Dtaposet fiYet ;.P o t$of 17` Commonwealth of Massachusetts Title S Official Inspection Farm Subsurface Sewage Disposal System Form•Not for Voluntary Assessments 732 Scudder Avenue Property Address Brian&Jennifer Devlin Owner owners Name Information is Ii annispt)rt Ma Q2601 612o/2018 required for every _ page Crtyrrown State ` Zip Code Date of inspection; M 'System Information (cont) `Site Exam: ❑ Check slope` D Surface water [� Check cellar. ❑ Shallow wells, Estimated depth to high ground water. 12'+ feet' . Please indicate all methods used to determine the high gfiound water elevation: Q Obtained from system design plans on record Ifchecked,date of design pan re Date ❑ Observed site(abutting propeitylobserva§bon hole within 1'5Q feet:of SAS) Checked with local Board of Health-:explain; ❑ Checked with local excavator$, installers-(attach documentation): []; Accessed USGS database-explain: low You.must describe how you established the high ground;waterelevaton: 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: l5ins•�113° Tole S OPkialpecflon.Farm Snibsivlaoe Seaa090i9pesal Sgstem•:Page 14 tf t t Commonwealth of Massachusetts Title S. Official inspection Form Subsurface Sewage Dispdsat:System Form-Not for Voluntary Assessments 731 Scudder Avenue Brian&Jennifer Devlin` Owner Owner's Name. Information IsHyannis port Ma OMOI. 6/20/2018 required for every page.: City![own State': Zip Code Oate ofa:nspection E. Report Completeness Chedd, ® Inspection Summary:A;;B, C, D,or t6hecked Inspection Summary D(System Fallure Criterla Applicable to All Systems)completed ® System Information—Estimated depth to high groundwater ® Sketch of.Sewage Disp9s01 System either drawn on page 15 or attached;in separate file: t$r 3113..' title 6 om ai mspeeUmr Form:StrGS,mo sew"a Disposal SYstem..Paget 7 of:12 C r SEP 1 8 2003 TOWN OF BAi\, :,:,,--E COMMONWEALTH OF MASSACHUSET HEALTH DEPT. z EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS m + d DEPARTMENT OF ENVIRONMENTAL PROTECTION i�qM SyOv C�� W 350 MAIN STREET [AAP WEST YARMOUTH,MA PARCEL 508-775-2800 LOT _ ? TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 732 SCUDDER AVENUE HYANNISPORT,MA 02672 Owner's Name: SHAY,JAMES Owner's Address: 732 SCUDDER AVENUE HYANNISPORT,MA 02672 Date of Inspection AUGUST 26,2003 Name of Inspector:(please print) JAM ES D.SEARS Company Name: A&B Canco Mailing Address: 350 Main Street West Yanmouth,MA 02673 Telephone Number: 508-775-2800 CERTIFICATION STATEMENT 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 perfonned 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 Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signature: Date: j"�' -o The system inspector shall Pmitopy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,'the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent tot he buyer,if applicable,and the approving authority. DD Notes and Comments ****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. Title 5 Inspection Form 6/15/2000 1 f Page 2 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 732 SCUDDER AVENUE HYANNISPORT, MA 02672 Owner: SHAY,JAMES Date of Inspection: AUGUST 26,2003 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D i 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: B. System Conditionally Passes: N/A One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the 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 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. ND explain: _ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health)" broken pipe(s)are replaced obstruction is removed ND explain: Title 5 Inspection Form 6/15/2000 2 I Page 3 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(CONTINUED) Property Address: 732 SCUDDER AVENUE HYANNISPORT, MA 02672 Owner: SHAY,JAMES Date of Inspection: AUGUST 26,2003 C. Further Evaluation is Required by the Board of Health: N/A Conditions exist which require further evaluation by the Board of Health in order to detennine 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 salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone I of public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance **This system passes if the well water analysis,performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility 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: Title 5 Inspection Form 6/15/2000 3 Page 4 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(CONTINUED) Property Address: 732 SCUDDER AVENUE HYANNISPORT,MA 02672 Owner: SHAY,JAMES Date of Inspection: AUGUST 26,2003 D. System Failure Criteria applicable to all systems: N/A 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 '/z day flow ✓ 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 N/A Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply N/A Any portion of a cesspool or privy is within a Zone I of a public well N/A Any portion of a cesspool or privy is within 50 feet of a private water supply well N/A 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 coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.) NO (Yes/No)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 detennine what will be necessary to correct the failure. E. Large Systems: N/A To be considered a large system the system must service a facility with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or"no to each of the following: (The following criteria apply to large systems in addition to the criteria above) 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 systern is 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. 1 Title 5 Inspection Form 6/15/2000 4 i Page 5 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 732 SCUDDER AVENUE HYANNISPORT,MA 02672 Owner: SHAY,JAMES Date of Inspection: AUGUST 26,2003 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 infonmation on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)has been determined based on: Yes No ✓ Existing infonmation. 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 CM R 15.302(3)(b)] Title 5 Inspection Form 6/15/2000 5 Page 6 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 732 SCUDDER AVENUE HYANNISPORT,MA 02672 Owner: SHAY,JAMES Date of Inspection: AUGUST 26,2003 FLOW CONDITIONS RESIDENTIAL Number of Bedrooms(design): 3 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms: 330 Number of current residents: 4 Does residence have a garbage grinder(yes or no): NO Is laundry on a separate sewage system(yes or no): NO [if yes separate inspection required] Laundry system inspected(yes or no): YES i Seasonal use(yes or no): YES Water meter readings,if available(last 2 years usage(gpd)): 2003 21,000/2002 20,000 Sump pump(yes or no) YES Last date of occupancy: PRESENT COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CM 15.203): Basis of design flow(seats/persons/sqft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no): Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings,if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: N/A—PUMPED AFTER INSPECTION Was system pumped as part of the inspection(yes or no): If yes,volume pumped: gallons—How was quantity pumped detennined? Reason for pumping: TYPE OF SYSTEM ./ Septic tank,distribution box,soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no)(if yes,attach previous inspection records,if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight tank Attach copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: 1998 PERMIT#98-724 Were sewage odors detected when arriving at the site(yes or no): NO Title 5 Inspection Form 6/15/2000 6 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 732 SCUDDER AVENUE HYANNISPORT,MA 02672 Owner: SHAY,JAMES Date of Inspection: AUGUST 26,2003 BUILDING SEWER(locate on site plan): ./ Depth below grade: 6" Materials of construction: Cast iron V'40 PVC _ other(explain) Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK(locate onsite plan): ./ Depth below grade: 4" Material of construction: ./ concrete metal fiberglass polyethylene _ other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 1,500 GALLON PRE CAST Sludge depth: 1" Distance from top of sludge to the bottom of outlet tee or baffle: 29" Scum thickness: 1" Distance from top of scum to top of outlet tee or baffle: 8" Distance from bottom of scum to bottom of outlet tee or baffle: 17" How were dimensions detennined: ASBUILT AND TAPE Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): MAIN TANK AT WORKING LEVEL. INLET TEE,OUTLET TEE.TANK AND COVERS 4"BELOW GRADE. NO SIGN OF LEAKAGE OR OVERLOADING. GREASE TRAP(located on site plan) N/A Depth below grade: 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: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): Title 5 Inspection Form 6/15/2000 7 Page 8 of 1 I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 732 SCUDDER AVENUE HYANNISPORT, MA 02672 Owner: SHAY,JAMES Date of Inspection: AUGUST 26,2003 TIGHT or HOLDING TANK: N/A (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/day Alarm present(yes or no) Alann level: Alarm in working order(yes or no): Date of last pumping Comments(condition of alarm and float switches,etc.): 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 IS 16"xl6",8"BELOW GRADE. BOX IS CLEAN AND SOLID.ONE LINE IN,ONE LINE OUT.NO SIGN OF OVERLOADING OR SOLID CARRYOVER. PUMP CHAMBER: N/A (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): Title 5 Inspection Form 6/15/2000 8 Page 9 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 732 SCUDDER AVENUE HYANNISPORT,MA 02672 Owner: SHAY,JAMES Date of Inspection: AUGUST 26,2003 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number: ✓ leaching chambers,number: 2 leaching galleries,number leaching trenches,number,length leaching fields,number,dimensions: overflow cesspool,number: innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation,etc.) LEACHING IS TWO 500 GALLON DRYWELLS WITH 2' STONE. LEACHING AND COVERS ARE 1'BELOW GRADE. LEACHING IS WET.NO SIGN OF OVERLOADING OR SOLID CARRYOVER. CESSPOOLS: N/A (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 or no): Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation etc.): PRIVY: N/A (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.) Title 5 Inspection Form 6/15/2000 9 Page 9 of I I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 732 SCUDDER AVENUE HYANNISPORT, MA 02672 ' Owner: SHAY,JAMES Date of Inspection: AUGUST 26.2003 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. CIO i \i t l i Title 5 Inspection Form 6/15/2000 10 - Page I I of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) 0 Property Address: , 732 SCUDDER.AVENUE HYANNISPORT. MA 02672 Owner: SHAY,JAMES Date of Inspection: AUGUST 26.2003 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to no groundwater 12 feet Please indicate(check)all methods used to determine the high around water elevation: Obtained from system design plans on record-Ifchecked.date of design plan reviewed: Observation site(abutting,propertyiobservation hole within 150 tcet of SAS) Checked with local Board of Hcalth-explain: Checked with local excavator;. installers-(attach documentation Accessed USGS database-explain: You must describe how you established the high ground eater elevation: TEST HOLE OFF PLAN..NO WATER AT 12'. BOTTOM OF LEACHING. (� / /•� L Title 5 Inspection Form 6/15/2000 I 1 Town of Barnstable Board of Health STAB UAM.. . 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 June 13, 2003 Mr. James Shay 32 Lover's Lane Southboro, MA 01772 RE: 732 Scudder Avenue, Hyannisport A=286-019 Dear Mr. Shay: Your request for three variances to install a replacement septic system designed for an increase in design flow at 732 Scudder Avenue Hyannisport, Massachusetts is not granted. The variances requested were from: 310 CMR 15.211: To install a soil absorption system five feet away from the property line, in lieu of the ten feet minimum separation distance required. 310 CMR 15.211: To install a septic tank only 3.5 feet away from the property line, in lieu of the ten feet minimum separation distance required. 310 CMR 15.211: To install a soil absorption system four feet away from the water supply line, in lieu of the ten feet minimum separation distance required. The total lot area is only 4,160 square feet. The applicant proposed to construct an addition to his home which included an increase in the number of bedrooms, from three to four, which is an increase in design flow. This is considered "new construction" according to 310 CMR 15.002 of the State Environmental Code, Title 5. The submitted engineered plan was reviewed during the public meeting held on May 27, 2003. Systems designed and approved in accordance with 310 CMR 15.000 shall include a reserve area sufficient to replace the primary soil absorption system. The area required for the reserve area shall be calculated in accordance with 310 CMR 15.242 based upon the percolation rate in the reserve area." However, the applicant failed to submit a plan showing a reserve area location and the applicant failed to submit a plan showing a percolation test location. Q:WP/ShayVariance 310 CMR 15.414 reads as follows: 'Variances may be granted if, in the opinion of the Board, that the person requesting a variance has established that strict enforcement of the provision of 310 CMR 15.000 from which a variance is sought would be manifestly unjust, considering all the relevant facts and circumstances of the individual case, at a minimum the following ....(c) whether an upgrade in full compliance with 310 CMR 15.000 is feasible without increased flow.' Section 15.410(2) reads: "with regard to variances for new construction, enforcement of the provision from which a variance is sought must be shown to deprive the applicant of substantially all beneficial use of the subject property in order to be manifestly unjust.' In addition, section 15.414 also reads: `variances may be granted if the upgraded system with the increased flow provides better protection of public health and safety and the environment than the existing system with no increase in flow.' You failed to demonstrate that the strict enforcement of the particular provisions of 310 CMR 15.000 from which variances were sought would be manifestly unjust, depriving the applicant of substantially or all beneficial use of the subject property. You also did not provide information of whether an upgrade in full compliance with 310 CMR 15.000 is feasible without increased flow. In addition, you did not provide information to the Board that the upgraded system with increased flow provides better protection of public health and safety and the environment than the existing system with no increase in flow. Therefore, your request for variances is not granted. It was determined that the small size of the lot contributed to the applicant's inability to comply for the several provisions of the State Environmental Code which were designed to provide protection to public health, safety, and the environment. Sin rely, SK4 Wayn t Miller, M.D., Chairman usan G. sk Sumner Kaufman, M.S.P.H. BOARD OF HEALTH TOWN OF BARNSTABLE Q:WP/ShayVariance SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. gent ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you. B. Received b Printed Name C. Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 1. ❑Yes 1. Article Addressed to: ,,,y,- If YES,enter delivery address below: ❑ No 3. Servi ype 3J G �,Q 9 / LkCertified Mail ❑ Express Mail M F. i C��' �/• ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Ad , , jj. . ((.. t �.. (rn " t f t•�t� t� ��1 �.t �� ILt���i '�. +;r t� t� 1 ' 102595.01-M-2509 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • Down Cape Engineering, 939 Main St. — Suite C Yarmouth Pori,VA 02676 t .«. ....„. 1111!111.his }11t1111'1FlL111ti11'lilt I1111Hlbit!IL!!FN SENDER;'COMPLETE THIS SECTION COMPLETE • ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. ❑Agent N Print your name and address on the reverse X ❑Addressee so that we can return the card to you. B. Received by(Printed N me) ate of Delivery ■ Attach this card to the back of the mailpiece, (? �' (� or on the front if space permits. D. Is delivery address differ t:f6om ikk 1? ❑Y s 1. Article Addressed to: If YES,enter delivery address belonsplOil �'J o go 3. SServvi Type I Pcertified Mail ❑ Express Mail ft ❑ Registered ❑ Return Receipt for Merchandise IT ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes i 2. Article Number _ 0021 8 6 01�0 0 0 4 i602,4 4 519 (Transfer,from s_erviceYabel)j P Frm 3811,August 2001 i {t I 3 ! Domestic Return Receipt 102595-01-M-2509I UNITED STATES POSTAL SERVICE Ft First-Class Mail �? :,1[• ��''Z "��1\ 1��E.t'�t� :� - 9�i Fe Pm \� ;P_ermit_No;,P_1_0 A 17 MAY .� If I � • Sender: Please print yo r n�Te, dress, an - ZIP, In this baxf� - ---- — En i �Cape g nearing, irk , 939 Main St. _ Suitt C Yarmouth Pon, MA 0267,5 I I I SENDER: COMPLETE THIS SECTION ■ Complete items 1,2,and 3.Also complete A. g ture item 4 if Restricted Delivery is desired. Agent ■ Print your name and address on the reverse ❑Addressee so that we can return the Card to you. g iv d by tinted e) C. D e of )elivery ■ Attach this card to the back of the mailpiece, �n �3 or on the front if space permits. D. Is delivery address different from item 1? ❑ es 1. Article Addressed to: If YES,enter delivery address below: ❑ No 3 Serv' pe r Certified Mail ❑ Express Mail I ❑ Registered ❑ Return Receipt for Merchandise �(' �DoL� ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 7002 0860 0004 6024 ° 4533 (transfer from service label) P,S r-m- 3811;August 2001 i I t f Domestic Return Receipt 102595-01-M-2509 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • N Doan Cape Engineerhg, kr,,. 939 main St. -- Suit® C YarM(XAh Port, MA 0216$ I I' SENDER: COMPLETE THIS SECTION COMPLETE T141S SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete��JW5;� item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse Addressee so that we Can return the card to you. Ei Received by(FVinted Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes Q If YES,enter delivery address below: ❑ No nn r VD s� a b'-�Se � Type ox PS ' Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number � (Transfei from service labe)1 i 1f7002, 0;86�0 00;04�+ i 602M; 4540� PS E' 3811,A6gustIIM01'j f j j j Domestic Return Receipt 102595.01-M-2509 UNITED STATES POSTAL SERE First-Class=Mail, _ 110 t7� Postage&Fees.,Paid 11 P s ,uses • Sender: Please print yW(,Rame, address;and ZIP+4 in this box • I Dorn Cape Engineering, kx. 9X Pain St. --- Suit® C Yarm"h Port M.A M? I I I I Pf n DATE l�=a D DQ FEE: /Z KAS& 14 �7J 1639. }2EC. BY A��" " Town of Barnstable CHED. DATE: Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rash,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 1 3 2- ��,.- Y4v e- `1 a K$A t s4`,-c Assessor's Map and Parcel Number. r; Size of Lot: �, ►G o S r Wetlands Within 300 Ft. Yes Business Name: No X . Subdivision Name: APPLICANT'S NAME: -3'r'^ 5- Phone - G I`3 Did the owner.of the property authorize you to represent him or her? Yes X_ No PROPERTY OWNER'S NAME CONTACT PERSON Name: a u.A e-s. `- S ►r Name: Address: 3 2 LO v c- L,, • , Sou rf,bo--o , MQ Address: otz, L Phone: S3.5 r- k Phone: VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) NATURE OF WORK: House Addition JIIIC3,0�= House Renovation Repair of Failed Septic System 13 Checklist(to be completed by office stag'person receiving variance request application) _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.&septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) _ Variance request application fee collected (no fee for lifeguard modification renewals, grease trap variance renewals [same owner/leasee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,RS.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Wayne A.Miller,M.D. C:\Documents and Settings\Owner\Local Settings\Temporary Internet Files\Content.IE5\2L7QK3KS\VARIREQ.DOC /f tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering civil engineers& land surveyors structural design May 12, 2003 Arne H.Ojala P.E., P.L.S. Daniel A.Ojala, P.L.S. Barnstable Board of Health Timothy H.Covell, P.L.S. land Court 367 Main Street surveys Hyannis, MA 02601 site planning Re: 732 Scudder Avenue, Hyannisport Dear Board Members: sewage system designs The enclosed represents a variance filing for a septic upgrade from an existing older Title 5 septic system. inspections The following variances are requested under 15.211 (minimum setback distances): permits Reduction in setback, leach facility to lot line (10' to 5'); septic tank to lot line (10' to 3.5'); septic tank to foundation (10' to 3.5'; leach facility to foundation (20' to 12'); and reduction in separation to waterline from septic components. Due to extreme site constrictions, variances are necessary for this 4 bedroom septic system. The owners are proposing renovations and second floor improvements to this existing 3 bedroom dwelling, entirely within the existing footprint (other than a small portion of the porch). If the existing septic system was in failure and required replacement, the same variances would be necessary, with or without the increase in number of bedrooms. The waterline is proposed to be sleeved where within 10' of septic system components. A 40 mil liner is proposed between the leaching facility and the dwelling to mitigate any chance of seepage into the Cape Cod cellar. Groundwater is approximately 20' below surface grade(and 14' below the base of the leaching facility), and so is not a sensitive environmental concern. The site is within an Ap district. We feel that by granting these variances, the same degree of environmental protection can be attained without the need for strict adherence to the Title 5 Regulations. Thank you for your consideration. �t ly yours, Arne H. Ojala,J > Down Cape Engineering, Inc. cc: I Shay TOWN OF .s AM 1avlpa V _ ,zaa ©►4ac 14�o � t9 : �ss. ionG < 0 W 1 �� L► Pt4Ct 3TK 22 a a •a� L19� >1 - 3 ITLn - 34 ' a 4;6 .55m AV4,9C e3 H4Hr co O" °O J 10 213 ro� pTtC nvE. .964C m� 19s-s 26 9 4 yf HU .9 .64K !1 12 E f 26K ' 2 ez-3 i 2 25 i BTAC. W 0 9 LE of rJ�' LIIAC. S AG z 1 1 C 49 4Er Lcc,.c-S i It T 27 z o .38AC- s 30 Il3K 29 qZ 8 io -a0 31 ISAG i p0 PO W'� 1.39 K- - O tP z `gLpNO cg r ^O�1 -go 2A t2z 32 .34 nC. 33 .3C AC. i0a.5 ND_4 r I � 5 A Y e f 3 Pf Q tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port P62 mass 02675 down clo a en ineerin 5 I2P 8 civil engineers& land surveyors structural design Arne H.Ojala RE.,P.L.S. Daniel A.Ojala,P.L.S. Timothy H.Covell,P.L.S. land court surveys May 12, 2003 Jim Shay site planning 32 Lover's Lane Southboro, MA 01772 sewage system designs Dear Mr. Shay: A public hearing has been scheduled for the Barnstable Board of inspections Health to take action on a request for variances from 310 CMR 15.211 for the proposed septic system at 732 Scudder Avenue, Hyannisport. The variances requested are as follows: permits Title 5, 15.211: reduction in setback,, leach facility to lot line (10' to 51 ) ; septic tank to lot line (10' to 3.51 ) , septic tank to foundation (10' to 3.51 ; leach facility to foundation (20' to 121 ) ; reduction in separation to waterline. Said hearing will be held in the School Administration Building Basement Conference Room, off South Street, Hyannis, May 27th, at 7:00 pm. Please check with the Health Department to confirm date and time. Sincerely, Sarah B. Ojala \c Down Cape Engineering, Inc. . cc: Abutters file / Barnstable Board of Health " barnboh Abutters to Map 286, parcel 19: 17 Dorothy Anderson, 8 Park Place, box 583,Hyannisport 02647 18 Paulina Q. Connolly, 15 Argyle Ave., W. Hartford, CT 06107 13 Henry H. Erbe III, 74 East 79th St., Apt 13,New York,NY 10021 20 James W. Nawn, Jr., 37 Hodge Rd., Princeton,NJ 08540 21 David C. Evans&Margar Tuten, P.O. Box 127, Laughlintown, PA 15655 Map 287 parcel 65 Jacqueline B. Kennedy, c/o Starr and Caroline Kennedy, 350 Park Ave, 9th Floor,New York,NY 10022 r No. - .. Fee $5 0 .0 0 / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: V Y� PUBLIC HEALTH DIVISI041 TOWN OF BARNSTABLE., MA ACHUSETTS 01pprication for M-ow6af *pztem Con.5truction Permit Application for a Permit to Construct( )Repair(x )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 732 Scudder Ave Owner's Name,Address and Tel.No. 2 8 1-3 6 2—9 Hyannisport MA Linda/David. Rodgers Assessor'sMap/Parcel 67 South Longspur Dr The Woodlands TX Installer's Name,Address,and Tel.No. 775—8776 Designer's Name,Address and Tel.No. 77580 W E Robinson Septic Service PO Box 1089 Centerville MA 02632 Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq. ft. Garbage Grinder(10) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description.of Soil sand. Nature of Repairs or Alterations(Answer when applicable) Title 5 septic s y s t e m consisting of 15009 tank, D-Box, and. two preccasib leaching c am ers . 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 E vironmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b t ' Bo of Health. Signed Date r Application Approved by i Date 1 �/° Application Disapproved for the following reasons Permit No. � Date Issued -� ..-. � rr�. . ..:"+r '-Zf,"Yr�,. �� wk"r ..-.+... .�,�, �^ t^;-.,N�r...r^A,...r...�.-r. ,e y �+'e 1�4i,.cs.!"n•+'q,�t.+.iw.+.J"'t..{ «, ..e.e y r $50 .00 No. s :e, TSr Fee THE_COMMONWEALTH OF MASSACHUSETTS Entered in computer, e PUBLIC HEALTH DIVISION-TOWN OF BARNSTABLE., MA ACHUSETTS Rpplication for Migogal *pgteffi Cougtruction Permit - Application for a Permit to Construct( )Repair(X )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 732 Scudder Ave Owner's Name,Address and Tel.No. 2 8 1—3 6 2—9 Hyannisport MA Linda/David. Rodgers Assessor's M /Pa�rcel 67 South Longspur Dr The Woodland. TX Installer's Namely.Address,and Tel.No. 7 7 5—$7 7 6 Designer's Name,Address and Tel.No. W ;Ii" �oRnson Septic Service PO pox 1089 Centerville MA 02632 Type of Building: Dwelling No-of Bedrooms 3 Lot Size sq.ft. Garbage Grinder TIO) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures - Design Flow f fey d y Calculated daily flow gallons. Plan,Dat9) Number of sheets Revision Date Title , r Sizd/f SeRtic Tank Type of S.A.S. Descripti7f Soil sand. Y Nature of Repairs or Alterations(Answer when applicable) Title 5 septic system consisting of 15009 tank, D-Box, and two preccast IeaChing c am ers. 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 E vironmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b t • Bo of Health. Signed Date Application Approved by `" - Date/AI/0 '0 Application Disapproved for the following reasons. AK Permit No. r"' Date Issued S -------------''--- —————— --- '— THE COMMONWEALTH OF MASSACHUSETTS 1-1 Rodgers BARNSTABLE, MASSACHUSETTS lertif irate of ComP1iauW—,-: THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired(X)Upgraded( ) Abandoned( )by at 732 Scudder Ave, Hyannisport has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated �! f Installer W E Robinson Septic Service Designer The issuance of this permit shall not be construed as a guarantee that the sys ill fu t•)n/a's designed Date 2'- qv- Inspector �• x, No. " --------------------------Fee $50.00 THE COMMONWEALTH OF MASSACHUSETTS Rod ers PUBLIC HEALTH DIVISION - BARNSTABLE,, MASSACHUSETTS g �M"4poga[ *pgtem Cottgtructiou Permit Permission is hereby gg,ranted.to Construct( )Repair(XX)Upgrade( )Abandon( ) System located at 92 Scud-der Ave yanntsport IVIA Installer : W E Robinson Septic__ ervice_ and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this elnit. Date: �, `�.' '` Approved .y;`- a. j I NOVICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only. CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT (WITHOUT ENGINEERED PLANS) 9 I, William E. Robinson, Sr. ,hereby certify that the application for disposal works construction permit signed by me dated// �ti—? concerning the property located at 732 Scudder Ave. Hyannisport. meets.all of the following criteria: "� T ere are no wetlands within 100 feet of the proposed leaching facility. _ p l� g ty There are no private wells within 150 feet of the proposed septic system. V"There is no increase in flow and/or change in use proposed. VThere are no variances requested or needed. * If the proposed leaching facility will be located with 250 feet of any wetlands,the bottom of the proposed leaching facility will ml be located less than fourteen(14)feet above the maximum adjusted groundwater table elevation. Please complete the following: A)Top of Ground Elevation(according to the Engineering Division G.I.S. map) B)Observed Groundwater Table Evaluation(according to Health Division well map) SIGNED:14i DATE LICENSED SEPTIC SYSTEM INSTALLER IN THE TOWN OF BARNSTABLE NUMBER 20-1998 (Attach a sketch plan of the proposed system. Also if the licensed installer posesses a certified plot plan, this plan should be submitted). �o �L 1 r ,� nTOWN OF BARNSTABLE LOCATION 73 2 SC'i�4 G1C} /;VC SEWAGE # VILLAG ASSESSOR'S MAP& LOT INSTALLER'S NAME&PHONE NO. I JM,C. 2a ;w�oa..J SFh(=,c 7754776 SEPTIC TANK CAPACITY i S v v sIL �LEACHING FACILITY: (type) j Ku o�E t h / h Z s—h'2 (size) NO.OF BEDROOMS 3 BUILDER OR OWNER PERMUDATE: lam/?-��� COMPLIANCE DATE: i Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by ql o 14' V> Y- -c 0 LOT A JW 50.68' sallt 1jf SIOflY - o�W e� C N/r,O'NEIL AREA ;4 4,240 S.F. DyerlBrown DYER/BROWN A ASSOCIATES,INC. ` ARCHITECTS 75 BROAD STREET BOSTON.MASSACHUSETTS 02109 SCUDDER AVENUE ig .W/D t✓.B �./.+Bef- 6X.di7.� I�+id luj ... R�77•/• tY.bilTtt- 1 1 _-15 w�t 00 f L.LA/d i" —Ui3 ca�6 1 - tie 1 P�R77'1- V �(ihltu6 APd� Alice V / I/; I I I 1' ��.rFllsJo Po Ro+t RENSIONS 71 1-0 O�j 1 1 I I l.Irt lvta . e-3' SHAY RESIDENCE SHAY r ' i � i lr�AeM�FAv'e'/S >ri/j�A/��enra� I I ��iRA✓Optwsii5 �eONoN 732 S UEDDER AVENUE I I I I HYANNISPORT,MA,02647 Trr LE �.... 1,1 H 1. A- ' PfLO�o�jgq.: G6 ���5 i e .: ... ... ..._ t .SME AS STATED DATE:. Z.O 7- JOB NO.02010.00 FILE NO: .:T ,Cl:o --- 2Z> Fdoo� �G Ate. ORAWING NUMBER - ®Dyer i Brown&Associates,Inc. Arehiteds wit -f. xpTABLE 1 � t V 1 • - 1 .a SD.SB' SPZE k �J10N �• W �W@- ''I'A STORY _ b o� AREA NA VNEIL Y erlBrown 4,240 S.f. DYERBROWN&ASSOCIATES,INC. PORM ARCHITECTS . 4 _ • AD BOSTON,MASSAC_... .:.... OST 02109 _ SCUDDER AVENUE lJ Kl fc µ�� p�PL asT►F -Rlyawt�.-.... - --.�CaiIV•' ryM 1 4:J O . 1 1 11LL I 1 1 1 1 REVISIONS - .. ... . SHAY RESIDENCE SHAY RESIDENCE. - �e(Zaw. 73 SCUDDER AVENUE HYANNISPORT,MA,02647 _ - - TME. X n' SCALE AS STATED . . .. DATE:02 AUG 20M y-� 1 JOB NO:0201000 ._......_ � -],rbP�+. �Gs�..��' �..fl.�._.. ._.....�_ II F FILE NO: DRAWING NWBER r i J e 1 hi s LOT A Q . l 60.68' SPIKE ham' /1 9 I C� 4 I DECK I q 1 1/2 STORY W L I G' rn �� herb 4. N/F 0 NEIL �' er AREA YBrown _- 4,240 S.F. D 3 DYER/BROWN & ASSOCIATES, INC. _ -- ------ 0 mo ARCHITECTS PORCH 75 BROAD STREET BOSTON, MASSACHUSETTS ' '• 81.04' ' 02109 SCUDDER AVENUE 9 I —— — W/D FAT 00 I I I � l I ti I JI i i O 3 r P 11 I I I i . I I s I I I I I I I I I I I I I i I I I I I I I I I s k I [t I I I i I i I I I I I I I I I I I I I I I I I I V I I I i I I I I REVISIONS I II i SHAY RESIDENCE 14SHAY RESIDENCE 732 SCUDDER AVENUE i } HYANNISPORT, MA, 02647 TITLE U t SCALE: AS STATED o i DATE: 02 AUG 2002 JOB NO: 02010.00 CL FILE NO: E O DRAWING NUMBER M M I o O PROJECT NORTH O 0 Dyer I Brown & Associates, Inc. Architects LOT A Q Jcv 60.68' SPIKE 1 1/2 STORY 2 ' V �Q v O ,• AREA �4 Dyer I Brown 4,240 S.F. a.a DYER/BROWN & ASSOCIATES, INC. ARCHITECTS 00 PORCH 75 BROAD STREET 4 �_�, BOSTON, MASSACHUSETTS 81.04' ` 02109 SCUDDER '&4Ter .up P AVENUE 1TE P_L.A1i- P>Za 00 S w_ I — WAD TVD ' 44 Ii s rot s% Cj ir f 'fe' i t 7u { 4 y I P111411.14_t�._ O Dec K. 00 z. wiwve�✓ sr►�T ; I I i I I r •.�+°� 6 I I I I � +, I I I I ry ✓�� t ,fi91 REVISIONS I II II s E �o SHAY RESIDENCE II i c I I I I I ; ; SHAY RESIDENCE 732 SCUDDER AVENUE AI HYANNISPORT, MA, 02647 , TITLE co i � k � ..• ; �t S!a p'tt� D�S;j"A�•I l� �(z--b�p "`� l�'I� �(,,G 6�� �?�..,•%��'� r� 14 ' U f pip AS STATED 0 1 I DATE: ' Z,. Z O "L. JOB NO: 02010.00 j i FILE NO: r DRAWING NUMBER O i I • r , i PRCJECT NORTH �. �L -7�: Tr ( © Der Brown & Associates, Inc.Y I t Architects k k A .---.----.---..____ �.__.-_._.. _ ... ____ -.. ... ___...__�- _. _._. ___.. _. _____. .__.__-- _._____ TOP FNDN, AT EL. 31.7' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) A.H. OJALA PE ACCESS COVER (WATERTIGHT) TO ENGINEER: g MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIIV. ARA6E 2% SLOPE REQUIRED OVER SYSTEM 29 8' WITNES DAVID STANTON, SAM WHITE i _ S 2" DOUBLE WASHED PEASTONE 1/ZH/O3 rrtn ""E o EL. 29.T DATE: RUN PIPE LEVEL 3' MAX < 2 MIN/INCH ` FOR FIRST 2' PERC. RATE = ro ! EXIST. _1500rr- ELl- 26.8' • GALLON SEPTIC 2$.30't* CLASS I SOILS P# DALE AVE. TANK (H- 10 ) GAS �� ?b C7 �...J C� CI O .0� RE-USE BAFFLE 26.37' �� 25_9.7' © C C� Cl C� CJ CJ r"3 0 6" CRUSHED STONE OR MECHANICAL go a C7 0 C=J CI CD (� CI C3 , COMPACTION. (15.221 (21) O C� CI C> 0 23.97 ��,` Q ELEV. 9 8' ; DEPTH OF FLOW = 4' ( 6-% SLOPE) ( M1N 7- SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED ;TONE A � TEE SIZES: INLET DEPTH 10" _ - SL 14 14" 10YR 4/2 OUTLET DEPTH = LOCATION MAP NTS r BW FOUNDATION- EXIST. SEPTIC TANK 29' LEACHING D ASSESSORS MAP 286 PARCEL 19 BOX 10' FA(`ILITY 6.17' SL *CONFIRM INVERT PRIOR TO INSTALLATION OF ANY PORTION 10YR 5/6 26.4' ZONING DISTRICT: RF-1 OF SEPTIC SYSTEM _ 40" (CURRENT) LEACHING FACILITY DETAIL C 1 YARD SETBACKS: 1 " = 10' ^ FRONT = 30' m SILT LOAM SIDE = 15' 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER 36.6' OF LEACHING FACILITY, DOWN TO SUITABLE SOIL LAYER TO C2 . 2.5Y 5/4 5 REAR = 1 ' 80 23.1 REPLACE WITH CLEAN MED. SAND. ENGINEER TO INSPECT AND 17.8'CERTIFY REMOVAL. 2,4 PLAN REF. - LCP 27102A U in Cn (GROUNDWATER CALCULATED AT C2 FLOOD ZONE: C APPROX 15' BELOW BASE OF SAS) PROP. 2ND FLOOR n, CANT. DECK EDGE OF ROW OF ARBORVITAE MED/COS AP DISTRICT , " 26.9' ^ VARIANCE REQUESTED UNDER 15.21 1(1 f - 18 TREE W 2.5Y 6/4 ): REDUCTION IN N SETBACK, SAS TO PROPERTY LINE (10' TO 5') AND TO 56,94' 9.7 CC CELLAR (20' TO 12') SEPTIC TANK TO LOT LINE AND TO FOUNDATION (10' TO '+ 30.0 _ - - - - - 30.4 144" ) / TF 2 17,8' REDUCTION IN SEPARATION, WATERLINE TO SEPTIC io SHED TO BE I NO WATER ENCOUNTERED COMPONENTS NOTES: REMOVED ITHIN 10' OF SEPTIC COMPONENT 29, I WATERLINE MUST BE SLEEVED Wr ' RE SHED 2COMPONENT ' (OR RE-ROUTED TO BE 10' FROr1 EXIST. ST SEPTIC COMPONENTS) I I E NOT ALLOWED T: A ASSUMED SEPTIC REMOVE O E C DES GN: �ARch(� U,. DISPOSER IS _ , , . DA� ,;;, 7- r I DESIGN I-LOAN: ,�_`-BEDROOM" I,I v GPD �g t� uy�D. 2. MUNIC iNA� WA1 17 I LAI:9 i IhU sb.� ... r-i ) E S i r_ � 9.6 I USE A 440 GPD DESIGN FLOW ,. + 97 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. ! PROPOSED 1500 10.9' 5' I SEPTIC TANK: 440 GPD ( 2 ) _ 880 4. DESIGN LOADING FOR AL PRECAST UNITS TO BE AASHO H- 10 O I - GAL. SEPTIC TANK -0 ALTERED 6 SCR. ��I- ` - ` - rl -- I USE A 1500 GALLON SEPTIC TANK (EXIST) 6. CONSTRUCTION DETAIL5. PIPE JOINTS TO BE S WATERTIGHT. S D I E L 0 BE ACCORDANCE WITH MASS. , 3.5' + 3 PORCH W/ADD N \' �j ��0 9 m LEACHING: ENVIRONMENTAL CODE TITLE V. 0 ABOVE SIDES: PERIMETER = 104' x 2 x .74 = 153 GPD 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT �3 30.1 `" Z TO BE USED FOR ANY OTHER PURPOSE, 309 GPD 6.6' S 3p BOTTOM: 418 SF (.74) = 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. f CC CELLAR �, 9.7 30.> TOTAL: 624 S F -462 GPD 9, COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT r' t t rn 4 PROVIDE APPROX. 60' OF 40 MIL INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED ( L _ X ; LINER BETWEEN ,SEPTIC COMPONENTS USE ( ) 500 GAL. LEACHING CHAMBERS (ACME OR . FROM BOARD OF HEALTH. AND DWELLING AS SHOWN. TOP AT, ) IN CONFIGURATION SHOWN (SEE rn EQUAL IN STONE, , EXIST. - I EL. 26.8', BOTTOM AT EL. 22.8' 10. PUMP & REMOVE D BOX AND LEACHING FACILITY PORCH DETAIL) ARE IN AREA OF NEW FACILITY & CONSISTS OF 2 DRYWELLS I X I PER AS BUILT CARD ON FILE WITH TOWN) EXISTING DWELLING I (CRAWLSP) I ROP. X I , N TITLE 5 SITE PLAN P TOP FNDN = 31.7 ROOF & I I d 100.0 PROPOSED SPOT ELEVATION OF HISTORIC X I 732 SCUDDER AVENUE IrAIL ( 100x0 EXISTING SPOT ELEVATION IN THE TOWN OF: 100 ' 6.4 X .� PROPOSED CONTOUR steps ( HYANNISPORT) B A R N S TA B L E I 100 EXISTING CONTOUR PREPARED FOR: J 29.7 I DAMES SHAY P / LOT AREA S9.6 (+J29.6 10 0 10 20 30 k 4 3>> 4,160t SO. FT. �, 29.8 9.6 I I BOARD OF HEALTH i COeek " 29.4 MA \ �E \' k L=15.3't + SCALE: 1,. = 10, DATE: FEBRUARY 26, 2003 �V39.3 STONE E� g k R=8.0'fY ! APPROVED DATE 29.8 J }� �fQ 29.9 5: ! : (#4 off 508-362-4541 �E-t�G+� M+AR+� _ TAG--BOLT \1t42) ON ., fox 5os �s-ssso j KIIy � 2.98 HYDRANT. ELEVATION = 31.9 � �tH OF ,y ��L�N of Mqs� down cape engineering, inc, ��`�' �� ARNE �4 ARNE H. �y H. ^� / CIVIL ENGINEERS ocivliA y A w01 LA { EXIST D'BOX AND LEACHING FACILITY IN AREA OF LAND SURVEYORS ,Q� o.30R� �' q o�Pw �1 NEW SYSTEM. PUMP AND REMOVE VAL I.h - 939 Thin st, yarmouth, mo, 02675 02 424 OJALA, P.E., P.L.S. D TE