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HomeMy WebLinkAbout0533 WIANNO AVENUE - Health Osterv111%, A °162 03 ` dl K ' !i sC 9 � o A e sn a w o Al z ti n S ( . are � �� —�0_ Poo( � `�`''�°' TOWN OF BARNSTABLE LOCATION � � W 0 r¢XtJ D SEWAGE# Qf — 7 VILLAGE 5�. ,1� ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. �p � .Lh,�V�t�IV SEPTIC TANK CAPACITY r LEACHING FACILITY: (type) L��$� e�iw42ly (size) 3 ra �1r3 7,S P NO.OF BEDROOMS f 3 OWNER PERMIT DATE: r 0 COMPLIANCE DATE: 11 ! 2 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 F cility(If any wetlands exist within 300 feet of 1 c in li •� Feet FURNISHED Y Ave- 90 �o to N C�OA 1,6 Is - 0 r 6`6 '��V 3 61 -) 1sb No. —3 Fee� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:_L,0000� PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplication for Disposal *pstPm Construction permit r• Application for Permit to Construct V Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components h F Location Address or Lot No.fWiRr�a�C 1tV� �T Owner's Name Address,and Tel.No. �iSpAl< �P>E7�7L �y4t,L,q�i/Nv Assessor's Map/Parcel r Installer's Name,Address,and Tel No.9A AKrb()j,-f0 1 p' igner's Name,Address,and Tel.No. OjuaIN E-�Xac, s S CsW 5f0- 67 7 A0TVF^Y LN ML Y S,/Z7T Type of Building: Not.44B,A&A + 1>eT^G-W,0 4/KA&F- Dwelling No.of Bedrooms Lot Size 9 sq.ft. Garbage Grinder( ) Other Type of Building L 4ft4AVwAc No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.;/�uired) 30 gpd Design flow provided 4&0 gpd Plan Date 2 17,1 Number of sheets `Zl Revision Date Title X"#* /IhP MVPi S k4o7tC s 572Fv" 0 G1!�- Size of Septic Tank Type of S.A.S. 4Ak. /V-?4 Mel-L Description of Soil S 0VO-S Nature of Repairs or Alterations(Answer when applicable) Nkuj 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 e tail Code and nA�place e system in operation until a Certificate of Compliance has been issued by this B and a h. Pigne Date Application Approved by Date b Application Disapproved by Date for the following reasons Permit No. 7/02i 1 — 3 3 Date Issued D I ,•t No. �IC � IP 3 }, *s. ✓ Fee " w THE COMMONWEALTH OF MASSACHUSETTS Entered incompute'rZ . t� r Yes PUBLIC HEALTH DIVISION - TOWN OF.•BARNSTABLE, MASSACHUSETTS 4, ' application for Disposal 6 stem Construction 3permit Application for a Permit to Construct Q(`) Repair( ) Upgrade( ) Abandon( ) A❑Complete System ❑Individual Components Location Address or Lot-No. /1A NN 0 AVr I'll Owner's Name Address,and Tel.No. � Assessor'"§Map/Parcel 1100131 co r Installer's Name,Address,and Tel.No. y9 zV Q�j,. fJ ti�~igner's Name,Address,and Tel.No. p /2 j A eoaS'��'flA00 /tic- �4+•Mtv-rs+ �warov � s M LL s -7 Ac/vE^y 4/v p pe of Building: j P-,* . C.,I}�.,'A&A 4 Ve=r^rb_�Mb Cc AttA&B- - Dwelling No.of Bedrooms 1 Lot Size (01. 6 9 sq.ft. Garbage Grinder Other Type of Building t C 1 t�l� No.of Persons Showers( ) Cafeteria( ) Other Fixtures ~ Design Flow(min.required) gpd Design flow provided + d gpd Date Plan 4 21 Ix Number of sheets., � ...," ,. - Revision Date Title -5 tr 9.llh>1l 40/Pt1P 1/Yl0000*M S44C Sp+e,t6vId'.�. Size of Septic Tank D Type of S.A.S. e6Ak_ A/-2C) Description of Soil t:; 6 OA-45 E S AVO-% >} Nature of Repairs or Alt rations(Answer when applicable) '!. 5��+ Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in ,, accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Coiance has been issued by this Bo mpl �Ie t ard o h. k- ~ ' Signed `~� Date Application Approved by 7__� % V Date ���•I?t I,1. Application Disapproved by Date for the following reasons Permit No. Date Issued D' 13 !' } ----------------- THE COMMONWEALTH OF MASSACHUSETTS -�, BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(,��'-J5 Repaired( ) Upgraded( ) Abandoned( )by -"f 4 c..-U A!e>T�_-t,;c 6V 7'� � ;I . _ " r 7 i I 1A7t+'N0 1iF �� has been constructed in accordance c '��� at � T with the provisions of Title 5 and the for Disposal System Construction Permit No. ?Va/ -373 dated Installer )1 (%kyZq7AXVdPJ Designer !V\L\ml F_"IA�P—oy4 #bedrooms Approved design flow T 3 C) gpd The issuance of this permit shall not be construed as a guarantee that the system�wi•l. functiion as desig ed. Date l ��! Inspector ,/r t U 4 V , - - - - -- - -- ----- - Nor�)7.� r Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS p � Misposal 6pstem Construction j3ermit ' Permission is hereb .; anted to Construct Repair Upgrade hereby.,granted ��" ) .. P ( ) Pg ( ) .'•,, Abandon( ) ,::• Syst m'I"ocated at,..: "' W✓AMY0 A/F , 0"I*"i�� and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit- LJ Date / i [I.1 G Approved by Town of Barnstable Inspectional Services Fj Public Health Division • rssw ��� p,� Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Fax: 508-790-6304 Office: 508-862.4644 ! Installer&Designer Certification Form Date:12-Z3-2J Sewage Permit#,�flcX ) '�7 Assessor'sMap\Parcei Designer: l'4?nstaller: Address: t"7 k-CAr—>S i►!L-A�A.0 _ Address: �2.S+t OnGf�On) ued a permit to install a ( ate) (installer) septic system at based on a design drawn by F:AL..vw*%j11A C54 I M WY-A I W" dated 9-7-1-7-1 RWLS% .�o-iL -Z) (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 co 1' with the to rms of approval le licable) IH OF M4$,g MICHAELJ. N .1 BORSt:lll a u CIVIL y (InS leT's i N0.35Q5A �FGISTS: \4i `+cFSS10NAL esigner s Signature) (Affix Designer's Sthinp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. C]I_TIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH TH S FORM AND AS BUILT CARD ARE RECEIVED BY THE BARN TABLE PUBLIC HEALTH DIVISION. THANK YO WoAdeptMEALTMSEWER connecASEPTIMasigner cei ificWon Form Rev&14.17.DOC I r IJ llama - oo3 Comrr onweaith of Massachusetts Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 533 Wainno Ave: „ IGGINS, JOHN G TR Owner information is •equired for every page. Owner's Name Osterville MA 02655 1/16/18 City/Town State Zip Code Date of Inspection Incnorf_.inn racttitg mttct ha ctthmittarl nn thic form_ Incnartion for may not ha altarprl in anv way. Please see completeness checklist at the end of the form.. Important:When filling A. General Information C aut forms on the � J�7�jR' lay.2(o -omputer,use only the tab key to move your 1. Inspector: cursor-do not use the •etum key. Robert Paolini rXUUt+!L r'dum II at I.iuu 3Gi yl(:t: Company Name 17 Playground Lane Yarmouthport MA 02675 Cityrrown State Zip Code 508 362-3555 S14454 Telephone Number License Number B. Certification 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 0 Passes ❑ Conditionally Passes ❑ Fails ❑ Needs.Further Evaluation.by the Local Approving Authority Inspector's t5ignature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner al 16 1.J,4-`I.r w�.7C1-IL LV U IG UUYVI,.II G1Pl J1R Vk)1V, 01 IV L11G d,V}JI VVII I���uiiivi Iiy. - - "*"'This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page II of 17 j Comif9'"sonweakin of Maasacliluseu5 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 533 Wainno Ave. 'I".LY IGGINS JOHN G TR Omer information is Owner's Name °equired for every page. Osterville MA 02655 1/16/18 City/Town State Zip Code Date of Inspection B. Certification (cont.) 1117PC.l.LIVI9 QUI I:!I lctl Y. `jI!Uk.^ Mk,D,u,Lt V9.IC/ c11MIlya WI I IpitviG.dl9 VI Q,_UUfIVII L/ - A) System Passes: ❑x 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 inrlira4cri hcln��i. ,. Comments: 1 The septic system is in proper working order at the present time. �ij �yaa.lvtte �v`a�e��vsea�eey r����g. . ❑ 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 , ..9G1CI119lI ICV :: i,Jli"..d3C.Chl.Jtd191. ' 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. M,IiIG CIi -_5UP U LCH IN YV111 P,51 O 11 l0,47GLUV11 11 IL Itr 3lI UUL U1 Cl11y MJU11 IU, I9vi It;CAM1 ly C11 IU 16 CI l.e Gl lIIILdtG V! Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): I ' t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 17, k;Of�-lmoiiirtfeaitii oa �te`iaaaaa:il4taetCa ^ Title 5 official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 533 Wainno Ave. IGGINS, JOHN G TR Dwner information is Owner's Name •equired for every page. Osterville MA 02655 1/16/18 City/Town State Zip Code Date of Inspection B. Certification (cunt.) vump unamoer pumps(aiarms not operatlonai. -iystem wili pass wltn boara of Neaitn approvai It pumps/alarms are repaired. B) System Conditionally Passes(cunt.): ❑ 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 . P-a60 II 6p1Y_.l.IUI 1 11 -,vvIii I app l OV ai Of vuct U vi i IUCIILi lj. broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): n idi�4ri1•u hinn tiny.iq InwalnA nr rmni. p 4 •I-1 v l-1 R h �Irl (♦`ynl�in hp�nAi\• ____----- -=- ------ -- ----------= -_:-------= — - - = --- --=-=--- - =- L i ne system requlrea pumping more tnan 4 times a year aue to DroKen or oDstructea pipeZsj. i ne 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 r 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: i_i Lesspooi or privy is within ou feet or a surTace water El Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Comm€Dnwealtn of Massachusetts Title 5 Official Inspection Form: Subsurface Sewage Disposal System Form -Not for Voluntary Assessments qM 533 Wainno Ave. - - FN4ip r-iuuo�-oa JGGINS,JOHN G TR Owner information is Owner's Name •equired for every page. Osterville MA. 02655 1116/18 City/Town State Zip Code Date of Inspection B. Certification (coat.) oybiulal vvlsi fail uI1ivaai uau ®aseal.ei vi Huaiail `allu suijilt, iniaLul 10UP Ilul, if sally) 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 ❑ 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 Jess than 100•fee_t but 50 feet or more from a private water supply well". Method used to determine distance: iybiGiII o-J003t;•:! II 111C WCII WCLICi aiiG2iy.71.7., pV11UII.II1_—Id CAL CA iJLr 1,U1LIIM;U 10VU1ctlVly iui ici,czi 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: j py;ilu11€ F alllulu%�lIacIall o-aVg.►iis..aiijIU IV MIR 0yZLUIIIb. You must indicate"Yes" or"No"to each of the following for all inspections:, Yes No n n Backup of sewage into facility or,system component due to overloaded or ciuggeu or cesspuoi FX1 Discharge or ponding of effluent to the surface of the ground or surface waters ❑ due to an overloaded or clogged SAS or cesspool ❑ FX_1 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 iM..n'1/_lJ r+Rr it neAr • t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 f Gommonweann oT Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments r 533 Wainno Ave. 1 1 iJt14�p rl4a iJ146V • IGGINS JOHN G TR Owner information is Owner's Name .equired for every page. Osterville MA 02655 1/16/18 Cityrrown State Zip Code Date of Inspection B. Certification (cont:) ❑ FX_1 Required pumping more,than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ - E9 Any portion of the SAS, cesspool or privy is below high ground water elevation. n n Any portion of cesspool or privy is within 100 feet of a surface water supply or iilUuidly iU d 5uiiaUe WLILei supply. ❑ 0 Any portion of a cesspool or privy is within a Zone 1 of a public well. n Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ❑D An-v portion of a cesspool or privv 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.] i s jc�y--i�1ii R)ct k VZaO VVI bU vn U 0 iia%iiiiy wIti i aUU61gi l iivw vi I_vvvyPu- '� 10100ogpd. El ' 0 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.• F_j L alUU e0YZILUIIM. I V 1J$?:VUK lZMAUR UU 0 1019F. bybLUR I 1.1 OU byb4Glll I I IUZL ZU1 vG C1 IOF-14@Ey VVILII d design flow of 10,000 gpd,to 1-5,000 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 u u iiie 5y5ieirt is WIjit:tt�+uu ieei ui a 5uiidce U111111,1119WULtel 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 Ir.._, �_:._ _.-.,..._....r u..__n i.. �.�..�... _J.:_.� :.- C .._l:_.- r- J.L_ _1�.... .._- �:J_-_J _ _-- ..:r:�.....11L-__♦ or answered''yes in Section-D above the large system has failed. The owner or operator of any large- system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 5 of 17 C►o(7ii onweann of wicalssachus€'tts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 533 Wainno Ave. 1G6IhtS, JOHN G TR ` Dwner information is Owner's Name -equired for every page. Osterville MA 02655 1/16/18 Cityrrown State Zip Code Date of Inspection C. Checklist LI II,'-N 11 :I It; IUIiUVVIl Iy I Ic!vG UGGI I UU1 IU. I UU IIlldb6 It tillL-CILU YGb VI I lU db LU UCAU I VI LI It; IUIIUVVII 1y. _ Yes No ,! Z ❑ Pumping information was provided by the owner, occupant, or Board of Health M n %A/prp jqn.I of the cvctam nmmnnnenta nI Imnarl nl It in tho nrovinl Ic hAin ufooka) ❑ ❑x 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 El 0 this inspection? 0 ❑ Were as built plans of the system obtained and examined? (if they were not ...I..L.1......a.. .... AIIA\ 0 ❑ Was the facility or dwelling inspected for signs of sewage back up? 0 ❑ Was the site inspected for signs of break out? ❑ ❑ Were all system components, excluding the SAS, located on site? R � 1VI ere tr a sep tic tam manholes uncovered, opened, and the Interior or ine tank inspected for the condition of the baffles or tees, material of construction,, dimensions, depth of liquid, depth of sludge and depth of scum? FX1 ❑ 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 IJGCi 1 VGiGI t I i7I 1GU 1.lGl3GlA UI I. ❑x ❑ Existing information. For example, a plan at the Board of Health. 0 Determined in the field (if any of the failure criteria related to.Part C is at issue El approximation of distance is unacceptable) [310 CMR 15.302(5)] D..S sf[e-m..Info..r. atio-n Residential Flow Conditions: Number of bedrooms (design): 5 Number of bedrooms (actual): 5 • r'r n DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): -- • R Tlln 5 OfFn;el InennNinn F...-n• n.c��ke..-fern Cnv..ane.fliar,.a•el - --,e.r�e:.n i f 17 trine.Ql�n .. Convimonweakn of MaaaaCnuaetta ®Title 5 Official Inspection Form ' Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 533 Wainno Ave. v F4 - tGGtNS JOHN G TR Owner information is Owner's Name equired for every page. Osterville MA ' 02655. 1/16/18 Cityrrown State Zip Code Date of Inspection . D. System Information f Number Of current residents:- -- Does residence have a garbage grinder? , ❑ Yes ❑ No , Is laundry on a separate sewage system? (Include laundry system inspection El Yes ❑x No information in this report.) �G4VlIVI� 3,y JlGiii ;l IJwG4.LGt-1' ` IGJ �� IVV Seasonaluse? Z Yes ❑ No Water meter readings, if available last 2 ears usage d na g { Y 9 (gp ))� Detail: , Sump pump? ❑ Yes ❑x No Last date of occupancy'.. ®' Date Commercial/Industrial Flow Conditions:' Type of Establishment: #. Gallons per day.(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Inrli.iefriol Wi3Qfp hnleiinn fan4 nrp-epn_. n Vpe I Aln, Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins•3/13 Title 5 Official Inspection form:Subsurface Sewage Disposal System•Page 7 of 17 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments IV 533 Wainno Ave. IGGINS, JOHN G TR Owner information is Owner's Name •equired for every page. Osterville MA 02655 1/16/18 Cityrrown State Zip Code Date of Inspection D. System Information (cunt.) L-CKA UCIW V1 UE.-UUC11 il.Yt UZ's -. - Date. Other(describe below): • 43C1lG!�1 11 I1 i�@ 111l�41V11 Pumping Records: Source of information: Wqc! evehmrn -1 imn-A 7q nmr+of+hc ingnme4inn) n Vcq,n Aln - If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: .FX Septic tank, distribution box, soil absorption system ❑ Single cesspool 17-1. n„crfln,.,rcoennnl, ❑ 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 trom system owner) ana a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. El Other(describe): t5ins-3t13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17. Coonnmonweann 0T vdiassaenuaatda Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 533 Wainno Ave. tGGINS JOHN G TR Owner information is Owner's Name •equired for every page. Osteryllle MA 02655 1/16/18 Cityrrown State Zip Code Date of Inspection D. System Information (cunt.) i-lNNitl.�t1��¢aiG exy>W vi CeII tYlEllNlillGl ilb, lAcilG II IJLe111G1.1 `II hf-IVWI-11 CAI-!lA blJUll,C UI �!-11Ullllcll.t}I-I., Were sewage odors detected when arriving at the site? ❑ .Yes' ❑x No R��ilrlinn Cpuicr/Inr�fc ran ci4n r�l�r�1• Depth below grade: 2' feet Material of construction: El cast iron ❑x 40 PVC ❑ other(explain): Distance from private water supply well or suction line: 1 V T feet Comments (on condition of joints, venting, evidence of leakage, etc.): Joints appear tight.No evidence of Ieakage.System vented through the building vents. aJUjJM, ! IR!\IVGCIIG V!I WLU NICII 1�. - 2' Depth below-grade: . feet Material of construction: n nnnr+re4e n n n}her/cynl�in\ INA t years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 Cli Irino rlen+h- 3" t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Gommonweann or massacnusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 533 Wainno Ave. IGGINS JOHN G TR Dwner information is Owner's Name •equired for every page. Osterville MA 02655 1/16/18 City/Town State Zip Code Date of Inspection D. System Information (cunt.) QUVUL� ecaaer,iL.Ul1L.j Distance from top of sludge to bottom of outlet tee or baffle 43" Scum thickness . niefpanrc from fnn of eni im fn fnn of nl lflof foo nr bnfflo 81 Distance from bottom of scum to bottom of outlet tee or baffle 12" Measured How were dimensions determined? Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, —14-4 f.. ..1.41..4 ir,,....4 ..,.;A___&. _f 1jan,..�.. ...Pump tank every-2 years.Inlet and outlet tees are in place.No-evidence of Ieakage.Tank appears structurally sound. ias���� a 9�,aa iivt.�ic Eil I a�i���ca1 ij., Depth below grade: t feet Material of construction: I1 rnnnrcfo I-1 mofol I-1 fihornIncc 1-1 nnllrcfh.rlcnc, n nfhor/cvnhirA- Dimensions: Scum thickness IJ I.'.1Ci1 s'-�G 11 V111 _i p VI 01-Ul li [V SUI.I V1 VU11Cl LUU VI VC1111V Distance from bottom of scum to bottom of outlet tee or baffle .Date of last pumping: Date t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 t:oIli"imaoiiweann of maSaacnusettS Title 5 Official Inspection Form "s Subsurface Sewage Disposal System Form -Not for Voluntary Assessments r 533 Wainno Ave.. IGGINS, JOHN G TR Owner information is Owner's Name ,equired for every page. Osterville MA 02655 1/16/18 Citylrown State Zip Code Date of Inspection D. System Information (cont.) t Vd d dd d eG!1L3 tVI t'1..-Ul l[fill IV I t;UUI11I IVI IUdlIUI 15, II IIGL QI iU VULIGL LGG LJ4 �rdI11G l.Vi fU1LIV1 I, .7LI U�-Li dl Qd 11 ILGt�I t:3, liquid levels as related to outlet invert, evidence of leakage, etc.): l lvll.g Ul "VIu;A l!j llil((li kLclt.IN IIIUJL VG fJUIIIPUU dL LIIIIG VI II IJfJGLIIVI1,i1Vl.cRLG VI! OILG VICIIII. Depth below grade: Material of construction: n rnnrrcfc n mz#ni /cynloinV Dimensions: , Capacity: Design Flow: gallons per day' i Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No is iv vi iaai p�L1l d df�!!IV. ` Date Comments (condition of alarm and float switches, etc.): Attach copy oT current pumping contract(required). is copy attached i—i Yes a No t5ins•X13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 $s0 un ofi Messechusens Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 533 Wainno Ave. IGGINS JOHN G TR ' Owner information is Owner's Name -equired for every page. Osterville MA 02655 1/16/18 Citytrown State Zip Code Date of Inspection D. System Information (cunt.) LJi*Li iUUUVii UWA iH JIC.7--11L IIIUDL U--UI UIP-U) k1VI,aM UI'I 7[LU PI C11 I, Depth of liquid level above outlet invert No . Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): Bow is level.Box has two outlet Iaterals.No evidence of Ieakagge.No evidence of solids carryover. Td�iil� �.i id3iizVGi tl VlrQ iC VI i �91C�.lIC2i 9,:. Pumps in working order: ❑ Yes ❑ No" Alarms in working order: ❑ Yes ❑ No* �`nmmcn4C /nn4c rnnr14inn of nl Imn rhamhor rnnrl141nn of nl Imnc nnA nnni Ir4cnonrcc Mr.\• a , F ii }.�=_.a i ip�a iii ccaiai 1 i I��i G ilvi II i wvi nll Iy ui i.i�i, �yaial i i IJ cx ti,vl i�a�ili3,icii pact.�. Soil Absorption System(SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t:ommonweann os massacnuset€s Title 5 Official Inspection Fora Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 533 Wainno Ave. �vgsi:ap,tea:ni-oo '- IGGINS JOHN G TR Dwner information is Owner's Name •equired for every page. Osterville MA 02655 1/16/18 City(rown State Zip Code Date of Inspection D. System Information (cont.) O leaching pits number: 2/6'x6'with 2' stone ❑- leaching chambers number: - n Ic�rhinn n�llcrice nl lirlhgr ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: u itll,uveai-vuiUltelrtclt:ve Sygt":il f Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Sandy soil.No signs of hydraulic failure.Leaching pits were dry at time of inspection. ss� s taari kL"UZ50Pvvi IIIEaz5 uc PulllPVU eaa peali vi 1l1ZIPU00011) 11UUClLU VII 311G-PICA!11. Number and configuration Depth—top of liquid to inlet invert rlon+h of gnliAq lnwimr Depth of scum layer Dimensions'of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Con nionweann of I assac-hu-sens Title 5 official Inspection Fora Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 533 Wainno Ave. IGGINS JOHN G TR Owner information is Owner's Name ,equired for every page. Osterville MA 02655 1/16/18 City/Town State Zip.Code Date of Inspection D. System Information (cunt.) i,Uli II I IV[ft5 kIIl7lG 4VI IUIULlI I'J! ov. , LIIYIIb vi 1IylBICdu11l.ICA[lul G, icvai VI PILJIIUU IY, UUIIURIUlI V!vcyvirievi I, etc.): sae y kIV,,..czi!01-1 616z,�liG1l 11. . Materials of construction: Dimensions nonfK „f cnliria Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): - - 4 Y i�f:]'•6 dA�ar" � �%F d 'f �'„ :��� �+ �." %, ":� ��, dal • ,�� �iy 4NA - 'NLI �i,�'" i.. y� i1 " Ih y' der ^'d 4 r>:¢&� b 162004 & #51 t'�'d, f'r� k" zp a, Y �� �'to tt r LN 'C ?Sul"" .. ✓ a� n�µ� � W+*� X�s s r a' J ,••� `� C#'t" y p`� G µ 1 Sy LL s �9 9 �y�g+ t� s.+>„,„ w�^ .aim,yi ¢ul "`�,� a u✓ iJ.. - - �'a� �„n+ '�,�dr°� ,.fin r f Lr � b!1 ` a t e p '[ F. 91 41, a^ 62003 � ".,,• .a.vpf xet `�. q' r ¢Nm} £ y -MI PCs ai ! Ty '�xc.'r ,�, re� ?, a yip ti 9i �a�' "i�i v,..P'a""�� man.. '� <ddu1, _ ,i�"",#r;. r :.,5 �'� &+i'' k k r �+';' � �+io-� '� w✓ Y� � ¢.w�in7P .�r��. 21 4 � "• a ..' '�/# 3 i � ¢.. 3r `ti ✓m� �� � r#.'d,.�"�° m y �,� s m `�'1 ,� „ av � W �+`!�, R 4 C?.,x I �;� e^i v mY �r# h _ � {*aar�».. ,aCt�iN . k, �+ Rt y�, ��' ':{�� ✓s�"- tr , i 1:. 3✓, € �. �x �, t * tip J '%7' r a %' A r s e dx.:f^Ati~. 'rr �:�,i 7ek, b,`'C' 'b �`+�d,4F# �"' t "'r 1'n A« d1•. t¢, � v° "t 4 '" x"�Lqr0 r( r rrb¢ cM4`, r r y, -,.I a r xwi :^y k 41 z flrr N N;. W wity k '4d u,k f v x°km; �-, �%fit �er� l� «ts r x. 4 st�`+yF.� .yd' �I,' D, k � � ��' F` b.�','i�� k 1' 9 �} M'k ¢ W ✓ k Ad�". h V'w 4"t`. k�: ���a k,�, t� 9:. t It [ k Map printed on: 1/16/2018 This map is for illustration purposes only.It is not Parcel lines sl adequate for legal boundary determination or representatio -- Feet regulatory interpretation. This map does not represent not.true prop. 0 42 83 an on-the-ground survey. It maybe generalized,may not accurate relat reflect current conditions,and may contain such as buildi Approx. Scale: 1 inch = 42 feet cartographic errors or omissions. Grommonweaith of Massachusetts Title 5 Official Inspection Form . Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 533 Wainno Ave. IGGINS,`JOHN G TR Owner information is .Owner's Name equired for every page. Osterville MA 02655 1/16/18 Cityrrown State Zip Code Date of Inspection D. System Information (cunt.) oituiU: V1 CGwLyc 'sJ1.7PUj W Oy3lGltl, r-tVVIUU Q VICw VI U!G .%:;WctyU ieiStJvadi byZnUl it, it1k,!UU11 3 ii� LU 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 t5ins-3/13 Title 5 official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 17 •� koommonweann oT massachusens Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 533 Wainno Ave. IGGINS JOHN G TR Dwner information is Owner's Name d -equired for every page. Osterville MA 02655 1/16/18 Cityrrown state Zip Code `Date of Inspection D. System Information (cont.) a�EI,C.E�A=3EEE. Check Slope Surface water I-1 (`FcrL nclhr ❑ Shallow wells Estimated depth to high ground water: Bottom of leaching T feet Please indicate.all methods used to determine the high ground water elevation: UUta'Iileu IIUIII-Sy LreII1.Ue5IyrI PId[l5 U11 IeQu u If checked, date of design plan reviewed: Date ❑ Observed site(abutting property/observation hole within 150 feet of SAS) As-Built ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed U'SGS database-,explain: You must describe how you established the high ground water elevation: USED:USGS observation well data..USED:Technical bulletin 92-0001 annual ranges of groundwater elevations. 5 iaEC 11111164 LRIIb 1111 PGL-LIME FXV.P FE4, P1t;CZW:bUt; 6EC.PVI1:i,V111PIM-MlUbb t-1M lk1ML Vill EIUA4 PcQgv. Lt5i.s'-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 17 C�oi6 monweaitn of Punassaienusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 533 Wainno Ave. IGGINS JOHN G TR Owner information is Owner's Name •equired for every page. Osterville MA 02655 1/16/18 Cityrrown State Zip Code Date of Inspection E. Report Completeness Checklist u inspection summary: , is, G, D, or t cnecKea ❑x Inspection Summary D (System Failure Criteria Applicable to All Systems) completed System Information—Estimated depth to high groundwater rvl [+y a 6 s[+ ..... n: , ,l c�. a :i► Jr. a S a+ Y r t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 3 No.._ �_—� Fiz$.......�.. .........._ THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ®.foo�-.--...OF..... ................... Appliration for Disposal Workfi Tnnstrnrtiun ramit Application is hereby made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal System at: SVV/!j o Location Address or Lot No. ` p Owner Address WIr• /S.«..... e_.Ci5;7........ .................. ........ ......Lv3��/�G�.. Installer Address Type of Building Size Lot__��__1��.�_--Sq, feet � U Dwelling—No. of Bedrooms......_� ................................Expansion Attic (-- ) Garbage Grinder pa,, Other—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) 0.' Other fixtures --------•--••---••--•--••------- - W Design Flow______�� ........................:......gallons per person per day. Total daily flow....�r _l' o'' /� ��v__gallons. WSeptic Tank—Liquid capacityR4?_gallons Length._l �A'. Width__S.��_��. Diameter__._: _._.____ x Disposal Trench—No_ ____________________ Width.................... Total Length.....................Total leaching area....................sq. ft. Seepage Pit No.......... Diameter_____40.'_____ Depth below inlet____ Total leaching area...5/Y...sq. ft. z Other Distribution box Dosing tank ( ) aPercolation Test Results� Performed b}•--�7 -1� 1 ......... Date-----ZOPA Izo _._____Test Pit No. 1___:• ----minutes per inch Depth of Test Pit...../V........ Depth to ground water....N __- G%, Test Pit No. 2................minutes per inch Depth of Test Pit____________________ Depth to ground water_-________________-_____ x O Description of Soil............d `.- - --=-` --��� �L=----------------•-------------------------------------•-.-.-•-----............•--- -- --- U Nature of Repairs or Alterations—Answer when applicable._ A?' ...... '.....c T?. __._ c z 44 Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITL1 5 of the State he Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been i ue y o d of ealth. (� Signed------- •-••••--_.... .......................................................... Approved By------- ------ ------------- -- -------------•------------------------------------- 1 � r / Da •--•---•- Date Application Disapproved for the following easons:---•-•••-----------•-------••---••-••-••-••••-•••-••--------•-•••-•••-•-••-•-•••••---•••--••--a•-.._...-•------ Date PermitNo......................................................... Issued....................................................... Date t _ Fmc.......7..........` THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH . ._....OF.. ......••— f1:_.5.4......................... Allp iration for Diipaiiat Works Tonotrurtiaan ranfit Application is hereby made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal System at: .... ........... • •. ._.. ...•..•.....__..... �._..._...._.•.• ._ ...:. ..........................................•C................. Location-Address or Lot No. r ...........W..ad_v_. .... , m��nr.�---------•----- -------Z[...7-7!!ra.22SC _..1.?�z..... .fi�.,r��au. ,�.cc:�?�91....... Owner Address Installer Address dType of Building Size Lot___�_r�_.'0.e.''_3..Sq. feet t U Dwelling—No. of Bedrooms........ ...............................Expansion Attic (--) Garbage Grinder jo aOther—Type of Building ............................ No. of persons............................. Showers ( ) — Cafeteria ( ) P4 Other fixtures --•-•-•-••-••-• •--••--•-•-•-•••----•-•---••- - - s0---- ..L' W Design Flow .gallons per person per day. Total daily flow.._.: ..X. ........... gallons WSeptic Tank—Liquid ca acity./�O gallons Len th_ / '-1 'Width Diameter----- ------- Depth---1S- I- - x Disposal Trench—No. .................... Width.................... Total Length.................-_• Total leaching area....................sq. ft. Seepage Pit No._......'�------- Diameter....../40!..... Depth below inlet.....51..&I_ Total leaching area..../ __sq. ft. Z FOther Distribution box ()/ Dosing tank ( ) '-' Percolation Test Results Performed b 2.'7 �'�^ A:.-..� ?'�`r........ Date..... .�� j� r*'..._.. Y • Test Pit No. 1....AX-_:_minutes per inch Depth of Test Pit------/2V._.._.. Depth to ground water.....N/Tdr...... Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P-1' ---------------- p a Description of Soil-------------�----�----------.� ..____._.._..''��_.��`_�+__.�?_ _----------------------------------=--------_..----------------------................. vQ"-.l i �f !!..e..............d ;k-------------------------- -----. :..---------...--------------------------------------------------------------------•------------------------•------- U Nature of Repairs or Alterations—Answer when applicable---APh.-�-�r ...._.6-.._.. _..._.$. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of p 5 of the State Sanitary Code—The undersi ned further agrees not to place the system in operation until a Certificate of Compliance has/beenise y t b a d of ealth. Signed-• • . DateApplication Approved BY �^ ------------------------••-----••--.....•--•-- .... ......... • ---•--�•- Date Application Disapproved for the following r asons:................................................................................................................ •--•.....--•--•--•••..._....-•--•---••-••-•-•-•---•••••--•--••••----••-••-----•••--•------......•--•-•--.._...-••--•-------•--•-•-•-••-•-----•---•-------------••---•-•---••-•--•----------••------•••--- Date PermitNo......................................................... Issued ....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .......+�) ................OF............. 4�1� f ............................................... Qwrtifiratr of Toutplialtrr THIS TP CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by : .? '.1.. .........-•-------•--•.............•----:...--------•--------............-•-•----....----•---- . 7 --. ` k��_ Installer C� �............................... - has been installed in accordance with the provisions of 1-L ,f j of e State Sanitary Cod a desc ibed in the application ror Disposai Works Construction Permit No------- ........:..... .._.._..... dated.....-.--- ___�':.. ._. 7_..__.... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT'BE CONSTRUED AS A GUARANT E THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE---------•--.......•.�... ........................ Inspector--•-- .�,.��-. - - -------•-------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH . �.�S -� .. :................ aF............. No.....�s-•-•••I........� FEE........................ oposal rhii CE'lamitration Pamit Permission is hereby granted............... - �•-ry ' --......•-----••••••••••....._...-•-••--••••••---•.......--••••-•-....•-•-..---•••---- to Construct (�,�) or Repair ( ) an Individual Sewage Disposal System t Street *` \ as shown on the application for Disposal Works Construction Permit Noll....��, ...... Dated.. .__.=._ 5.__ .•.___...._. f ---- ---------lard of Health ---------•--.!---••.................. ............................../DATE ORM 1255 HOBBS & WARREN. INC.. PUBLISHERS a AsBuilt Page 1 of 1 TOWN OF BARNSTABLE LOCATION I �I—I E} AIti 0 -AVE. SEWAGE #�� VILLAGE UI L LLlC-7 ASSESSOR'S MAP & LOT 1�✓� INSTALLER'S NAME & PHONE N0.�j 7VIe,1/40 ,62r:S ,T(�v?`3GG5 SEPTIC TANK CAPACITY /�U C 41, LEACHING FACILITY:(type) 02 y'/p (size) Jo 00 NO. OF BEDROOMS _PRIVATE WELL OR PUBLIC WATER ae41C- BUILDER 6*-@� w/I Y/-1 P 44 \/0 V!414'0 DATE PERMIT ISSUED: 1 0 7 DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No ' r 39 ,� 0 0 http://issgl2/intranet/propdata/prebuilt.aspx?mappar=162003&seq=1 3/15/2016 TOWN OF BARNSTABLE LOCATION �� //� /,,/1i D AVE SEWAGE # � 7- VILLAGE 0:5/�� VIL L ' ASSESSOR'S MAP & LOT 10- 3 INSTALLER'S NAME & PHONE NO. [,17-7VKII-Q , ,62d5 61 SEPTIC TANK CAPACITY LEACHING FACILITY:(type) 0`2 •`'/ (size) 00 NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER /Ve4/ - BUILDER" l4-1/9 Y/V F '\/O V 1, EA2 DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: 7-- 5 Z VARIANCE GRANTED: Yes No ,:,,� o LOCATION SEWAGE PERMIT NO. It/'/ )VIVO L/A 5d, A lam%, �---�-� VILLAGE 3 fNSTA LLER'S NAME & ADDRESS BUILDER OR OWNER DAFT E PERMIT ISSUED - 2 _ 7 7 DATE COMPLIANCE ISSUED 0/, � �_ 7� sy '1 '� t � � � �� j �J� • .. ,y � i, .` �."� i i' - SOIL TEST PIT DATA. mn INDICATE$ INDICATES SEPTIC TANK DETAIL: - DISTRIBUTION BOX DETAIL: LEACHING SIT DETAIL: REVISIONS: � � PERC. — OBSERVED NOT TO SCALE NOT TO SCALE TEST GROUNDWATER � NOT TO SCALE NO. DATE NOTES: I. SEPTIC TANK SHALL BE STEEL 4. INLET AND OUTLET TEES TO BE CAST IRON OR --• LOAM a SEED REINFORCED CONCRETE. I S NO. OF OUTLETS: MANHOLE COVER OR PAVEMENT TP ! TP TP TP SCHEQ 40 PVC. TEES TO BE CENTERED UNDER BROUGHT TO FINISH GRADE GIRD. EL.JS.�L GIRD. EL. GRD. EL. GIRD. EL- 2. SEPTIC TANK TO WITHSTAND H-10 LOADING MANHOLE COVER. _ NOTE$ � - GW. EL. GW. EL. GW. EL. GW. EL. UNLESS UNDER PAVEMENT, DRIVES OR II. DIST. BOX TO WITHSTAND H-IO LOADING 2"MIN.OF 1/8" TRAVELED WAYS,WHEREIN H-20 LOADING I 1 UNLESS UNDER PAVEMENT, DRIVES OR TO 1/2.1 77 12"MIN. FILL �.� 1 SHALL APPLY. T j PRECAST I TRAVELED WAYS WHEREIN H-20 LOADING WASHED I SHALL APPLY. STONE3. ALL PfPE CONNECTIONS AND CONCRETE MANHOLE COVER ,� i DIST. f- � ;�V� CONSTRUCTION TO BE WATERTIGHT BROUGHT TO FINISH GRADE "� BOX I 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF Fat.► :.( ud `� '-=-' �+ •- I I PUMPED SYSTEM. PVC INLET PIPE k c�`�.� ���, I I INLET PIPE EXCEEDS 0.08 FT./FT. OR IN a n O O ca o Iz"YIN. L---r-�---J = 0°8 o n o EM o 0 o a ❑ j 0. J, NOTE: COVER 3. FIRST TWO FEET OF PIPE OUT OF DIST, x �i -� o �po� o LEACHING PtT TO GENERAL NOTES: BOX TO BE LAID LEVEL. CL Dp� ❑ m o o o n o o ° p WITHSTAND H-10 LOADING • PLAN VIEW I. THIS PLAN IS FOR DESIGN AND w r o o '� ° UNLESS UNDER ZEMOVEABLE- PRECAST o�. CONSTRUCTION OF THE SEWAGE K 1 --J NORMAL WATER LEVEL COVER w 3/4°TO 1-1/2" ❑ �l o LD o Q o o ❑ PAVEMENT,DRIVE OR DISPOSAL FACILUITY ONLY r > � TRAVELED WAY WHEREIN r 1 DOUBLE LEACHING PIT oo H-20 LOADING SHALL n PROVIDE -- ►, . v ` WASHED APPLY. ALL CONSTRUCTION METHODS 6asu r • ' •..-..:.. .....: STONE c L� �� a o ' v MATERIALS SHALL CONFORM TO MASS. i I INLET TEE WATERTIGHT LL (no fines! , gp D.E.G.E. TITLE :i AND LOCAL BOARD I... _/R[CAST I,. a j -1 SEE I — JOINTS(typ) I 1. ► '�' ❑ o o c❑ o ci o a ❑ �, OF HEALTH REGULATIONS. ' ♦"-0"YIN. OUTLET •: �O SEPTIC 1� r / LIQUID DEPTH TEE `' ' I` ' " TANK — I • 4" INLET a�NOTE 2 �'I �. I. / 3. ALL PIPES LOCATED UNDER PAVEMENT — 1 � }-- .1 I�� (r» ❑ a n o 0 0 o n ❑ e a - '% OR TRAVELED WAY SHALL BE 4 OUTLET i D o SCHEDULE 40 OR EQUAL. L - - - - - - - - - - - _� �.L------�J DIA. 2 f 6„MIN. BOTTOM ON LEVEL STABLE BASE do4a o� Q.p —BOTTOM ON oP''cL— LEVEL STABLE - �(J DIA. f �'-- PLAN VIEW ' � CROSS-SECTION VIEW CROSS-SECTION s /� BASE 144", 0 94 CROSS-SECTION DATE: DATE: DATE: DATE: INVERT ELEVATIONS. CONSTRUCTION NOTES: u i 2 2./8 TEST BY: TEST BY: TEST BY: TEST BY: �TEt/E, AAA 5 ,E�,/�7'I J�-3G INVERT AT BUILDING /D`3•`3 WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: INVERT AT SEPTIC TANK(in) 7-OtA AACeIF-ort INVERT AT SEPTIC TANK(out) PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: MIN./INCH MIN./INCH MIN./INCH MIN.ANCH INVERT AT DIST. BOX(in) INVERT AT DIST. BOX(Out) DATUM: INVERT AT LEACHING PIT � " V41— BOTTOM OF LEACHING PIT � I fir _ U.S.G.S. MAXIMUM GROUND VERTICAL DATUM: ti. u Mti E lie Z- A K i IL WATER "•„".. _: .. �r� - y * T R ELEVATION BENCH MARK USED:/.) ll, P,_ '� 4r' ::` �-4ge '` /06 . �'( ,Uo►/4 m_/ poz,5 ' ,� 0 k2 OBSERVED GROUNDWATER 71 E L E VAT I O N fur e' ti en 25 dam - / DESIGN CRITERIA: DESIGN FLOW: BEDROOMS AT 1 G.P.B./D140109 NA G.P.D. BSC NO TES: ' Qp ' / �x l'STirtx, ' The BSC Group /�PROPERTY L/NES WERE COMP/L ED FROM A VA IL A �` \ Ij _'� �' '>`�"�T + C� PLANS AND DEEDS OF R BLE ' REQUIRED SEPTIC TANK: RECORD. ' I k j •iY �� GAL. �� ' ' SEPTIC TANK PROVIDED: _ / �0 GAL. 21 THIS TOPOGRAPHIC SURVEY WAS MADE ON THE GROUfVO BY _.,.._,.�,._,�_. ` ;� �Z — 4 Cape Cod Survey Consultants TRANS/T AND STADIA METHOD. "��` �' "` ""_.a. � - � SIZE OF LEACHING FACILITY REQUIRED: ! r' DESK3N PERC. RATE MINJINCH 3l UNDERGROUNQ UTIL/T/ES` WERE COMP/,LED FROM AVAILABLE � � / �` �` � �` � 3261 Main Street \ -- �`� -Li1 __t.'r � a� Route 6A RECORDED PLANS OF UTIL/TY COMPAN/�"S �tNO PUt9L1C AGE",h/G'I,�"S y , ,; '- / G� AND ARE APPROXIMATE ONLY. BEFORE DESIGN .AND CONSTRU 'T/P/V r _ ©� - '` - ' ' ,�,� Barnstable Village MA -� �\ , �y g gad .�( �S 11D'1� 0630 CALL "DIG SAFE " / 801�-322- 4844 � �C "r� ;' L /j 085 �= 1% �- / 617 362 8133 t+�,l / \, ° 1. 4C� < " \ `' SIZE-OF LEACHING FACILITY PROVIDED: PROJECT TITLE: t, Ca 1 SEWAGE DISPOSAL p SYSTEM DESIGN URVEYOf `!` � F 2157 I f=�(�.Il r*.s a A ti/"r ma's . ; SS/ONAL LA PATE 05 1 KVI LLE MA. LOCUS PLAN A67 0 1 PR .SIGNAL E G/INFER- VI L DA E -1 „:�,�"x.' Y, ,�" ,A,.,.a..., .»+—. .»+. •'. ' y' D l tl� O 5• 1. 1�'1•i'�.`' fE5 .,�1 K` T'l ?• r G 2" i — D FOR �,�i r� t?_.,..��-�q _-"�---_...,,.. r. .. � .L,�(,,' - I©�, `•. �, ; �� I?,�•q �` PREPARED E P A R E s� L� COAL Iur FOR L °N i�� d DATE: C)EC 2'44 1 `� 8(a -'""-"'"",.....---- -•----- L .C.�;. �i'",J U r +�o N i.� �'` .�r�i c, �r H 1�1 Ti.;�.'r:�T ' , �` ' ' � 4.z d,:} •,;a COMP/DESIGN: C,F,VJ. . CHECK: PLAN r. r . .___._.------_.'"""._•• VIEW ( ��. h •�' DRVVN: TAW- L SCALE: V _ 'z FIELD: N. .�. zT, D. R,. ~ � _ FILE NO: "� f4 DWG. NO: 12 Z 5 SHEET U FEET r J I a JOB NO. 1 OF �3 � ,. .. n .. a. .. f :: -. .. -r • ,a. Y .. :.:. .,. ...",:.,... 1 .a ram:. g d(, ,. ri,.. .x:,,,.,•. ,. .,.�:1,IR ,�{ ,.�,4f6.... d4..,..,!!. $:.. ., .. •:XM gf,y.1 .1rFfS,,rJR'4Wr Ca M ct? N ASPHALT ROOF SHINGLES g w X INDICATES LOCATIONS- m OF F SO FIT LIGHTS z co a m ALL TRIM 1S WHITE I .a- AZEK TYPICAL Flo coo fi-rA 11 fill FRONT ELEVATION RIGHT SIDE ELEVATION SCALE: '1 4" 1 -- /� 0 SCALE... 1/4„ - 1 -O ' vteo ARC, Ln �A $: [yF : C _.. Q .z 0 W Z - GAS FIREPLACE EXHAUST cn0 LLI m Q ,.J REAR ELEVATIONLEFT � w SIDE SCALE: 1 4" V= -0" / SCALE: . 1/4" = i'_p" L.LJ 0 cn WINDOW DOOR SCHEDULE l c ry Lo KEY AMT. 'PRODUCT CODE ROU GH OPENING !J �ff A 1 OVL 4830 57 X 36 s B 7 TW 3856 46 X 68 3JJ f� C 1 F�WG 120611 4 141 X 83 D 1 AX 281 _FIXED 32 X 32 E 1 AX 2 81 N T( VE ) 32 X 32 FILE JDS21158 DATE: 09 10 21 PROJ. MGR. JDS C.M. N A l co TYPICAL ROOF CONSTRUCTION: 12 RIDGE VENT o ASPHALT ROOF SHINGLES/ 15# FELT 5± < 4X4 MICRO POST (TYP) PAPER/ 5/8 CDX/2 x 10,s {� 16 L j - , Im i i I I-- - - - - - - - - - -r- - - - - - - -I I ~ } { z NOTE: z 1 2 x 5 CEILING TIES BOXED w - - - - - - --- - _ p L;_ _ _. T - - - _ - PROVIDE FIBERGLASS � m 1 } I I wlNaow SEAT 4„ CONCRETE SLAB ON INSULATION IN WALLS 12 0 UJ r III I I( { I I I ) 1 G" COMPACTED SAND/GRAVEL (II AND ROOF ASSEMBLY RD co ON IOmm VAPOR BARRIER PROVIDE POPERVENT di- AO -t }I }I {I II NI4x6 MICRO POST TYP 24 CEILING FINISHES 1j2, BLUEBOARDOR EQUAL IN SLOPED SKIM PLASTER SMOOTH o ,_ • �I{L_ ,. } } CEILING AND SOFFIT m KE DOOR I { { (3) 1 3/4 n i BIII x 11 7- 8 f'-- TYPICAL 8 �CONC}?ETE WALL { VENTING AND RIDGE 0 UTILITY i I I / WITH 4 1/2 DROt' _ VENT IN CATHEDRAL 0- 0CLOSET II III III LVL S ABOVE -I " » I -I ------ ----------------- ---------- - ---- ------- - - -------------T- --- ------------------ ---«- ----- ----------------------- CEILING AREA - III -I- 1 4• l I II{{} I I DEEP CONTRACTION JOINTS I ,. 1 , ~ 4 x $ t WOOD TIE BEAMS 4x4) I x $ I I III} ! I II##'+(3) 1 3/4» SOLID I { NIII } } _ - IIII x 11 7/8 ( WOOD ( I IIIII I i I IN WINGS: 2 x 10 JOISTS IIII LVL'S ABOVE I BEAMS I I hillI } 18" O.C. } J C� _I w ( ABOVE—*i I }}II „ NI{{ } I 1/2" PLYWOOD SHEATHING; °- } I I 3) 1 3/4 1 DROP WALL „ L - - - - - - - - , _ _ — _. —. - - ...I 2 x 6s t� 16 O.C. N 4X4> i x 11 7/$,. 4 `� FOR DOOR » LVL HEADER x Q I l II ABOVE 4'- " I I L.- — — — — - '7 - — — — — -j I I 4" CONCRETE SLAB BEACH POOL _ _ _ _ (2) 2 x 6 P.T. SILL w�`5 s Ia / O O _ _ — — — I grade 10" CONCRETE WALL W/ RINSE STATION-] - - - - - - - - - - -- - - - - - - - - » » (2) #5 REBAR TOP AND m� SET S VER Y UNIT ROUGH NING +6" VERIFY I BOTTOM ON 24" x 12" V • • CONTINUOUS CONCRETE • . we • FOOTING W/(2) .#5 REBAR AT BOTTOM FIRST FLOOR PLAN low — " ,_ » ow LIN " SCALE: 1/4" = 11--09$ SECTION 00 NOTE: BUILDING IS UNCONDITIONED FOUNDATION PLAN SCALE: 1/4" = 1'-0" a SPACE AND NEEDS TO BE WINTERIZED SCALE: 1/4" = V-0" z V, O t_n 5 LJ LNLI 1 r (� J F ALL ROOF RAFTERS ARE .+ 2 x 10 /_(2) 1-3/4" X x 10 RIDGE BOARD x 1 ROOF BREAK ROOF 3REAK t (3L2X10 HEARER r (3) 2X10 HEADER - TOILET (4X4) 2 x 0 2 x 10 I— EXHAFAN ROOF BREAK 0 ILII ROOF BREAK ( . ., 4x6) 0 LAV. O -' O OL (1) 1-3/4 X 11-7 8 Jill �- w RIDGE BOARDW 0- CD PENDANT = O O o t I I RIDGE BOARD Q m X • O LIGHTS is (4x4) TYPICAL N Q BY OWNER ?TYPICAL - 4 x 8 RECESSED "� 2 x 10 {II 2 x 10 O (_Ll RECESSED ROOF BRE K C --I CAN LIGHTS SOLID CAN LIGHTS III WOOD11 11 .- ROOF BREAK � � U - � BEAMS � .,_J Q ABOVE (4x6) II O (Wf (4X4) (4X4) nn 1 14 x 2X10 HEA ER 2X10 HEA ER -t I 3 1-3 4"X11-7 8" EADER OVER SLIDER (3) 1-3/4"X11-7/8" HEADER �I b- - 20'—Ow awl." 81-0" Los 0.1 - - - - - - - - - - - - - - - - - F01 Lo FOOTING DETAIL �OFF (2) 2X6 PT. FRAMING PLAN 4" STEP .•. ;•`;� 4" CONC. SLAB :.. :.,. . REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" + !` t 6" COMP. SAND/GRAVEL SCALE: 1/4" _ 1'-0 f. 3/Ja oin ae & 3•X3•X1/8• WASHER Z . ' 10rnm VAPOR BARRIER : ,!•.. U s. N •.• #5 DOWEL 0 18 O.C. TYP. A2 N N. (2) #5 BOT. CONT. TA.77 FILE#: JDS21158 DATE: 09/10/21 PRQJ. MGR. JDS C.M. N/A S� -4 tQq i LASE �d F PROJECT WIANNO o LOCATION * +1.9 ' EXISTING GOLF CLUB 'HOUSE _ �o v ARKER NE '`• PAND . D GYS'TA 7� - ' ... LAW / PARCEL. 4 F N JENNIFER M. GOFF, TR., LOCUS NOT TO SCALE dig Cr 5.4 aEN HMARK: Q rCB TIC OF BOUNDEL. 10.66' XIS11NG EHOUSE� IGL y 1 20.3 WOODED ) .2 i 14.8 4 +:21.89. t { EDGE 19.911.. ( `22.5 20.4 1 1. .r _.. --- 22 5 21.1 LAKE ,� F .. '' � c -LAWN % � ' A ♦El r �7 LAWN ' 223 22.4+ y /`L / is" EDGE NT .1000, 41! S� ' ' OAK \ 1.z-►2 �,.r'' 19.8 .q` l f7RE fA 4' i°L�IG1t fE ^E' GAL \ GRAVEL �� /r +19.41.6 1 9 / r7YJ°Y `.✓ d PARKING /O 0- // /' 19. t2.4 N45-45-50"E OAK / ...- 313. ' (3 .6,V a 21.5 PLANTS . 21.4 / , W 21.5 //�� / srr / t 19.4 LAWN % 441E Bal LANDSCAPE 1 / ,• P.41", 1S6 21.7 t-- LAWNLEGEND o 0.s / EXISTING 2 CONTOUR W&WOT a 20.0 + CARDEN s - / �`j ,;,,,113 2D EXISTING 10' CONTOUR 21.r. STOAIE P +18.5 EXISTING SPOT ELEVATION c4B,4 , *0.8 .� 4 2 � ,,- .r22.0 PROPOSED SPOT ELEVATION •� .F, � S1 - �� m, , ice' Pg710 PATIO \ 1 t� /''� 17.2 .t OAK Q +APiISS"' 20.7 ( 20.1 18 2 / + 4 EXISTING TREE AV 4''P�AQ f�71AG!'(TYPTc�4L) Q s� V w � �' / PP � EXISTING UTILITY POLE LOT A N/F ' R 13 LAWN-----''" 20:3 � 2os � 1Q3.5 EXSMAG w�TIM REcor��LAr�s T.H.� EXISTING TEST PIT HALL RAN TR. °° I PATIO I oQ. CB - .. r. �/� EXI TIN �' �' �, CONCRETE BOUND (LAND COURT PLAN 15548 A) ; .� is t c FOUND 3 SE 0533 20.3 a m WOODED F.F. EL t Ir S8 - 3 ] J FOUND o STONE BOUND ' 9.8 .17 I j, i ryrl{iRANGEAs B z ' 153.T 19.1 7hr -A No �/y� •/ yip / x Lt .41RG W AJVU DOMN Tt7 11'1E'c tAYEJP 15Gl0. l,�4LL -� Y . Q ' n (ESTIAAIM AS 4W-jV AAV RE�I/W ALL j �►i• (�• .\ -�►NDSCAPE /'-�-/ I I t6.8 aE t rX&E MAIM AZ AAA AERAar' AVRV +17.9� .SEP 1c TAA�1' ti $.9 '�; 20 p CATICIi aCA-V CMRW GO' 7D )W W Or >� , °�--s.�..,. \ NV� ¢. 1 BASIN SYS1f,�/. ThfE REf 4 /ETV dIATFiP/AL \ .7 dew 19.7 9 co m COW" 70 71E'ScF0V7 A7A2VS.WT��r � � kl- _ �„�, , `r � 17.2rMw IV m `` �`" 18/ , +Lip GENERAL NOTES: Y 04 14 0 p 0 ' ~. Q i'1T 8 b o \ \ APPROXIMATE 1s.8 �., W �./..• ,! LOCATION OF +18.4 1 �(,�,,� ' 4» JA SE(~ EDGE 1 .0� \ EXISTING SEPTIC +16.9 " "` `: `...,.1'8 \ \ ' 1 SYSTEM , / �. ... MAPLE M 9 � Pl-avrs F� 1., ASSESSORS INFORMATION: MAP 160, PARCEL 3 HOLLY ' ) .4 160 l \ 1 2. FLOOD ZONE: X (FEMA MAP 25001C0776J) , OAK �.;...►, � �r8.7 \ , OAK --- t LAWN 3 ZONING DISTRICT: RF-1 FRONT SETBACK = 30 , SIDE AND REAR SETBACK = 15) GE { A o 4. OVERLAY DISTRICT' AQUIFIER PROTECTION OVERLAY DISTRICT c iPs' ✓ H. Asa 6.0 3 $ply,i � � `� �. \ '4 a*Slsr CALL T.H. / G� `; 1s.2 ��y 5. LOT COVERAGE BY: LOTS 9'-15 & ARGI�/ND T� n tH. _ �+, \ A. EXISTING STRUCTURES: 2,802 S.F./61,094 S.F. 4.69 PARTS OF 7 & 16 W SrS1E,u e \ 8.3X y , ' �� .S�'P C' �1 O 1s \ � B. EXISTING & PROPOSED. STRUCTURES.. 5,042 S.F.f 6i,094 S.F. 61,094t S.F. � CABANA AM IAVA E � ., � ' INCLUDES FUTURE GARAGE} CrIiPAC,E'aVYY � � I �� �•.ly �$�:,��� � 6. STREET ADDRESS: WIANNO AVENUE t 17.7 7. HOUSE NUMBER: 533 "` . 8.. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND SURVEY G1x/RT ' ` - :ELEVATIONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1988. 1 I I 1 + V WOODED 17.3 l j � WOODED � I 4'Y°l91GY M42 f,TYp/G4tf / t , 29719 98.06 0 D S45'45 50 W 17.7 PP #2 10•-14--21 ADD EXISTING WATER SERVICE - - 1. 40' WIDE ASHINGTON ( �1HOF ss AVENUE DATE REVISION sh 02�� sc�G UICIiAE1 d. m S SITE PLAN PROPOSED IMPROVEMENTS 8 cpvt Imo. FOR #533 WI ANNO AVENUE CB/PLA Gis1�� PREPARED FOR F{>VNa 18.6 7:9 BARNSTABLE HARBOR BUILDERS "SB IN FOUND OSTERVILLE MA PLAN DATE: SEPTEMBER 21, 2021 PLAN SCALE: 1» 20' - CIVIL ENGINEERING WETLANDS PERMITTING OF 1y,�SS L M tT T as •10y WASTEWATER DESIGN COASTAL. ENGINEERING GAMY S.LABRIE m TITLE S PLOT PLANS PIERS AND DOCKS U r�o.aoo�a � �`y Z 20 0 10 20 40 ,� LAND.USE PLANNING GOMMERdAI./ttESII'IENTIAL ��/STE r°Nac Swmbf ewo cod cr d Sawtho"tow M um4 i11"as - OU MA 02540 508.495.1225 SCALE. 1 INCH - 20 FEET 17 ACADEMY LANE, SUITE 200 FALM TH, . PROJECT:NUMBER: 21055 CAD FILE NAME: 21055SP DRAWN BY: L.M. SHEET 1 OF 2 OIL TEST RNISX GRA OE .S)YALL BE 2.a1''AWN/A/U�t! 0WR ALL .5�`P`TlG' SYSTE�l1 CG�t/POA/EA�TS U,S IlfA£ 4 . SCXEDIfLE � Pt�' !Yr' CAST fRfi�V P! Date of soil test: September 16, 2021 PE 2©'�l1INIXIM SETB,4iX AW6W EDGE" 6F T R iY Test taken. by: Michael Bors�eiil, P.E. STGIyVE G? CELLA : ALL RhW048LE 00kE 'S SE1 Results witnessed b}r. .Dave. Stanton •� 1f� +1!/Nfi �d/ .�ETBAGYt' REA01 TO W711IN ,•3 6F F/Nf.SX Percolation rate: < 5 M.P.I. ABLE G�JGZARS SEr 7t7 /y17XIN d f" f/f'f7N/" GRADE ('TOTAL 6F 4,,� G34ADE j�t/lN. 01 31 Ground water: None7 LEV, 17. EZEV = 17.5:t £LEY. 17♦5.f 7 4 .-'"..> .,has' .\ .4 ,.. 4 .. ,. - �h4�4,4. /`\. 4 ♦ 4 X, TEST HOLE 2 1 TEST HOLE # # ELEV 1566 0 16♦0 0 16.0 S . 3J,�A.Y v2 MIN INK "1/. A A a 1.3.67 M x LOAMY SAND LOAMY SAND 2 LAYER Gad 1/8 TO 1/? . •: � � ,,v,, lYASHED S70NE 10 YR 4/2 10 YR 4/2 OU GALLOI` rFIRSr 5,25 9 15.25 e y .. SEPTIC TANK 2i LEvz ELEx = 14.50 B e h � � co , o®®o o®oo LOAMY SAND LOAMY SAND d• Q �. 10 YR 5 6 10 'YR 5/6 p '' C�®�oQtNO000mA 48 / 12,0 4812.0 � I) L2/S� t9�X SLI.�E YAR/ES oo®ohs®®l000looe� ELEV♦ 11♦B7 (1-1-20 LOA,oiNO s .Of WN. tJy� / n / SFr SEPT1C TANk' 4ND D/STR/BUTII.�IV BOX � � �,, f.34U.%W S7�iW ALL C c ON 5 LAYER OF CRC1SM,0 STONE �, AfaW OVANW"AW A91#V 70 7XE 6t1 704' Gig" 71C f.J1A%&R 5.7' COARSE SAND COARSE SAND Z �\ SY57l. 70 1A)1X/T G ' 2.5 Y 74 2.5 Y 7 4 @ �'` SYS"flip Aw"rWAS/ / AIA� " 6.O 6.o 8077W 6F A Sr X E2 1. = S.vv 120 120 cam' E ROFi E CLaNTRACTG ' SHALL E.YCAVArE 5 ALL 4RO INO AND DOi#V r0 T1/E NOT TO SCALE C L TEST HOLE #3 TEST HOLE # AYER (EST7.VA7ED AS 48,.�,) AND RE,I ;E ALL UNSUITABLE A/A7FRIAL .4#19 AFPLAa ffJrH aF.4N cowf&r SAND 11P TO 7i5+E T6p of 7XE SYSTEA/♦ 7XE REPLo4 CEMEN r 0 16.0 0 16.0 MA f&P/AL JWALL CGWF69?it/ TO TXE SP£01RC.4)70VS SET caf/X IN X0 Cd/R 15255 3, A A tf1 711ZE 5 LOAMY SAND LOAMY SAND 10YR4 / 9 /2 10YR42 15♦25 9,r f 15.25 • ,� - AFV0VABLE 24"DIA N 4 G37f�4i 'S REA/OVABLE 24 DI�4. CO�R B 9 2 - OUTLETS LOAMY SAND LOAMY SAND , N 10 10 p 10YR56 4 ,• .i:, • • : / 12,E / 12.0 r r. .- 48 48 G�°EN �4T' Teti° OUTLET it / t INLET �. o I LET �-' .-' INLET ffM=r6Vr . mw fl aw TANK Gown 0 TYPICAL OF 5 01/;ZET I(N'OtG'h'L JrV. _ ti - �q •. ♦• ` �yr� `..fir^ ,.//y p/. �j • •. /NLEr ♦z .K r 3„ 10 �!lIN. 8EL0iY 4• C C _ 14 SELL off 2 OUTLETS .. LlQl1ID L£f2L L/QYJ/O LELgL COARSE SAND COARSE SAND 24 _* 2.5Y7/4 2.5Y7/4 •- . GAS BAFFLE ' 244" 120 6.0 120 6.0 ,I { PLAN VIEW CROSS--SECTION DB-15 ON 20 L N NOT To SCALE 1 500 GALLON SEP T!C TANK (H-1 O LOAD11 8` - 31 2" NOT TO SCALE 6" ,�^�, 34 24" � .� QONSTRUCTION NOTES. 8 6 BASIS FOR DESIGN: L INSTALLA17aV OF THE 0AVROSED SEP77C SYSTfi7! SHALL BE IN ACrW,0ANC£ ,hif7H 7l W 5 CROSS-SECTION AND TXE'80,4M ae'XEAL TH RZa&ATII�W, : _ TOTAL DA1L Y R 00e/S 6,4. O 0V .Y 8 6 E7EDRL�lSy N0 GARBAGE DISPOSAL r - 2. /WF L:Y�VTRAC7a? SHALL j%-7". 1NE AVE LOCA776W Lai' 7HE N,47ER .rRk10E AND . 712 AL OAIL Y ROW 110 G0D,/SE,C7AWv X .3 BEDRYKIVS ,370 G3�D . hr; /N ALL AREAS LESS 7N..'4N 10 FR6W 1XE"PRPOSW SEP= TYS7F . .. B49r1 41 AREA OROPO-W s 45.5 5 S.F. d 3. A G'�'Y GIB` ;WE PLANS SMALL BE Af/AILABLE ON .S/7F'FCC?' REtFRE/I�CE AT ALL 77�tlES 5 KNOCKOUT SIDE AREA PROPOSED - 186 S.F. RIN TXE INSTJ4 LA776W 711 = SYSTE�t�!D!! �' L G " £,SAP TOTAL LEACHING AREA PRGpOSlD _ 621..5 SF. 21 DIAMETER COVER • . APPLI 4. NO 6NAN4YS rO 7XE DE.�iY&V "AU SE PERr"&W IW;Walr ;Wlf APPROVAL 6F 84TX GA17ON RATE 0♦74 G;PDj�'S.f. o . FALdl4UAX 6416YNEERINO, INC AND AXE BOARD Or HEAL Th! DES%W LE.4011NG CAPACITY = 460 GPD .> Mo a0,0 M SEPTIC SYSTEM DETAILS i 5 KNOCKOUT -- 5 KNOCKOUT ,5. AX£SEPTIC SY57EX/ IS S�'dB,.ECr TO 1NS°£C170V SY FALdlvUAX ENWN£ERIN INC. FOR #533 MANNO AVENUE AND 7NE 80ARD OF XEAL Thl, PREPARED FOR d BARNSTABLE HARBOR BUILDERS S AXE GYA+VARAC70R SHALL NO77FY FAL�IMGIU7H ENaONMW,9, INC AND TX£80ARD 0 HEAL 7X IN 70 INSWCT 7W SFP17C SSS&M PR16W r0 B-40r1XL. IN SGIt1£INSTANCES MWE THAN GW£ OS R MA ° 5'" KNOCKOUT . INS0Z'C;71,W AVAY SE NEEDED, 7XE CaVTRAOrW "WL aW Y 9,40(f7LL ;7 E R6W;I0NS OF 7NE - PLAN DATE: SEPTEMBER 21 2021 PLAN SCALE: AS SHOWN SJ'S, t/ THAT 11.4W BEEN INSPECTED AND APPROt�D BY FAL�4lfJYlTlf£/!/GYNEER/N� INC AND d ° ° THE 8Ga4RD GIB'HEAL/W. .•�■... CI .........,�„� �. w. ENGNVEERING WEILANDs rnNc PLAN VIEW J. LM o U 7 /F Ah/ CGWTRACTCR ENCOl1N S ANY VARIAI7OVS IN LN7OVS, S11CX .4 i.-- � Dolts" �► E 7EX' SI7L" CAN S D/fPERING' o • WASIEYMATER DES16N COASTAL ENpiNG SGYLS OGRAPXr, #F;UNDS OR 0;WEF awo 7ays T7fAT mAY REQrUIR "RE-ft�ALUA17cav Or' In 3W �, TTV£DES/QM, 7W CW7R.4076W -WALL A�VVh-DIATEL Y CY�'VTACT FALL/G IW EWNWPIN4 INC � s POT PLANS '�� � � AND ©OCiCS 500 GALLO LEACHING. QUAMB �Y _ , H-20 LOADIN.Q) LAND USE PLANt�NG COMMERC144 tESIDE IIIAL SCALE: 1 2 9 6b+d sand 5bV&~&n 0a�r♦saaaos e& 17 ACADEMY LANE, SUITE 200 FALMOUTH, MA -- 02540 - 508.495.1225 _ PROJ ECT NUMBER: 21055 CAD FILENAME: 21055DT DRAWN BY. L.M. SHEET 2 OF 2