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HomeMy WebLinkAbout0326 YARMOUTH ROAD - Health ( �26Maul�. •, HYNNAVS A=344-1 420 e 6 L9•lZ 00.099 * zoo00.059 00.056' l * 00.0564 L _ 5. x 00.092 * 00.092 _ •eL •0894b I � * 00.089sfi - 00•e9 + 00•b6 + 00•29L + 00.06L + 00•26L + 00.661 + 00•222 + 00.OP2 + 00•ZSZ + 00.952 + 00•222 + 00• l92 + 00•292 + 00•eL2 + 00•2�b + 0o•b9b + 00•�L� �0.a zy` ., Customer q t73891 -- -? Status Customer Information -A L51 . _✓� ll __ Premise Information \ Name _MCGRATH POST&BEAM.: ,- _ Occupant 0 Owmer Change Date Ol/0172001 _ GL Code Coaiunercial --_ -1/ - r-- --- = Address YARMO-0T RD-----_ -_.•-E / Address _� _ - - --- - V Z� .913EEN ANNE RD: . : ... --- - -- -- - -- ---- - - - --------- __-- HYAI __--- - — - - - - -- - - --- _ _ -- - = NNIS � 01601-_ m F64FiWtCH I MA ?02"645 j 2405. - Land Use UNKAl04VN` m - --- - =-- -- - --- -- - _ Home B {508 385 7822 - - _ Ext _ Map ID/Block/Lot I344 r9 Work - -- - T m E tnM `_ Oldt ustorner62904 , Company jHyannis�a/ater --u-T�Old Premise 230507389. � General ,V-��Kt�asters. -_ Collection Complaints Notes View Updates Ser�nice Details s Deposit Service Information Arrears -- - Show Inactive Service Current C.00` ' Service Status : Rate Cd ' Seq Meter a Face Typ Average 3i�0 r € f ------ -- - -- ;Watex-.Regular Metered �A CQ ► - - - - -- --- --- - -- -- -- -- 000 M O 01 i�753725 10 1 C. j22.35 61 90 ------- - 0.00 m 91.1200.00 121 Ln Flat Amout - ---- -- -- - - --- --- Crete 0.00 0.00' Yeallo-date Bill 50.71 Deposit Amount ; Q� _--- .. Q I- - - - �- - -- - O.QO_ Deposillr�eresl — -- : Total _ Reading rstor ` �p J z Y N�� ode BiIfing History ----- x ' Seq I Date St;C Read Cons* Date _ T - Q 4------- - -:-- -- - =:------- - Type Amount Act ,^ r r,IG,0- - 102J26/20101 S11 1 0;- 0 - -- 02/27/2009- - rREG - - - -- _-_-- `;, �• '� �i`�[I,11],":''Fb'F___ .::'::.__:.:,:: 77td� � ' q y�am�++ :...--... --- � 30.3i _ - 11J17/2W9 R 1 # - 464 3t AEG 143 38� _ t - f - 1D5J - i _.. 5/2t112009 .R;1 ^97$� --1 � t _ -- :OM/200B AEG i 33 •e`er" _ -- �.__��.��->a•- �s.:'� vas : s11/ZF7:=. -- �>_ �� •.r�:_ . w 171/Zf 72008 , R• 1:_ , r - - - _ 3b7. 301 r" 05i21 008• "R is CIE 3 1?J75JZ007 R 1 M1 251 Z DW27/20077 i R 1: i.. 199' . ..771p z ,11J14/2006i�R 1 1901 2-791 05/17/2"i -R 11 ! 94ILL 0 t; i TOWN OF BARNSTAB E { LOCATION 2�p �IGIV 1M ):� � t SEWAGE # -Lda I'-'0/�a I VILLAGE /`f Get Gu%- ASSESSOR'S MAP & LOT-3 I/c/ a1 INSTALLER'S NAME&PHONE NO. j SEPTIC TANK CAPACITY A 110 Y� LEACHING FACILITY: (type) )CCACA 6 (size) .SOO 110 r1 NO.OF BEDROOMS BUILDER OR OWNER e:'1 Ht,rkx ISG�� f.t i i i� PERMITDATE: COMPLIANCE DATE: ��Z '� j 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) I Feet Edge of Wetland and achin cility(If any wetlands exist _ within.300 feet.of le n f cility) IJ Feet _.... - Furnished.by 3 Q , `1-1 Q0L: 0 0 ' o�� a .1 Q� L t � Q 1) V b ' ) Cj � Of ff TOWT+OF FsARNSTAB E LOCATION C�':1 SEWAGE # a —®��is VILLAGE ASSESSOR'S MAP & LOT 3 INSTALLER'S NAME&PHONE NO. 5�ct 3 SEPTIC TANK CAPACITY I S OCR G C I do h" LEACHING FACILITY: (type) IeC'dc C w�UQ`� (size) 500 w' I1ov, r' NO.OF BEDROOMS j BUILDER OR OWNER RCYAI�U PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet " Private Water Supply Well and Leaching Facility (If any wells exist onsite,or within 200 feet of leaching facility) `. Feet Edge of Wetland and achin cility(If any wetlands exist within"300 feet of le n_ f cility) N Feet Furnished by Jr. 0U&eoi [0 (, ,¢+off, A-+o 0 S � A ts A io 6 ' a�o D `l Z o . . .� L t SZ a E a l � r No. 1,210�� t, Fee vGP ' THE COMMONWEALTH OF MASSACHUSETTS ` ptered in computer: s PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZippYication for Diopozal *potem Comaruction ermit Application for a Permit to Construct( air,( )Upgrade( )Abandon( ) MIComplete System ❑Individual Components Location Address or Lot No. 3Z.4 f`,� �W/TV Owner's Name,Address and Tel.No. 2510 u4�Af1A1 Assessor's Map/Parcel 34 y 7 /.-� '_!'1 $`Z0 �,�E "' /u4/ M4 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. RK-M Coilfrr- - '&J6 Sch of-Re ld Ba Mv-j vKJ�t 20i.C4e_itS� 3fl5-59`�3 0-2t-rfhVs r"A' 255-20113 Type of Building: 90 ACAE3; Dwelling No.of Bedrooms O Lot Size / sq. ft. Garbage Grinder( ) Other Type of Building U477t 1 No.of Persons 2- Showers( ) Cafeteria( ) Other Fixtures Z S I n K S l -ho; LQ.'r Design Flow 2�0 gallons per day. Calculated daily flow �g. gallons. Plan Date // Iv/DO Number of sheets Revision Date Title _cS_ t i E -/- SE PT l C FC.41Q Size of Septic Tank /500 y Type of S.A.S. Description of Soil 9 I L 1 a.j Ja-nd 172 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ens cons ction and maintenance of he afore described on-site sewage disposal system g g , g P Y in accordance with the provisions f Titl 5 t Environ�al Code an of o place the system in operation until a Certifi- cate of Compliance has been iss ed b i `ef Healt L,/ Signed Y 11/ Date `/ 6/ Application Approved Date/r',l�'' Application Disapproved"for the following reasons Permit No. ���'' -� Date Issued Z,-://--2 !s� � sy,V&­ -0- Fee ;10 15teredinco n1puter: THE COMMONWEALTH OF MASSACHUSETTS- s PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE., MASSACHUSETT-Soi ,y Zipplication for Di�poe;al *pe;tem Con5truction Permit Application for a Permit to Construct Wepair Upgrade Abandon 1 Jeomplete System El Individual Components Location Address or Lot No. 3z( 1145&—Af Y,4,rynm./v 46)?p Owner's Name,Address and Tel.No.`� Assessor's Map/Parcel #641VIVI-3 — Y#4wled, '39H eh,2ca s I b-r 7-0 Afte f ftm /bus,-- Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.r1fo. PK-vv\ Con-W4(-TIQ6 sch t),t fi,e-td 13r-4 M":j 61 e At Ni S Type of Building: Act -5 0 Dwelling No.of Bedrooms , Lot Size v -sq. ft. Garbage Grinder Other. ' Type of Building �Jteq I No. of Persons 2- Showers Cafeteria( Other Fixtures 2 5itIV- 5 t - -tul' U-t Design Flow 7,00 gallons per day. Calculated daily flow y gallons. Plan Date �t,/0(j Number of sheets Revision Date Title E 7C— 4- SC il T(C F4 1+-I\J r . Size of Septic Tank /50() 6;4-1/_o N Type ofS.A.S. J,A66hir C In b"", Description of Soil 1-n�,dlum Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensyeTN cons trlic ion and mainteriance-of e a ore described on.-site sewage disposal system in accordance with the provisions Title e nvironroental Code and of place the system in operation until a Certifi- cate T of Compliance has been iss rb i ie ealty) Signed Date AA Application Approved b- Date e' P. Application Disapproved for the following reasons Permit No. Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed Repaired Upgraded Abandoned by at -7 has been constructed ed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit 0.41ag!�_-�dated /— /ems--2aeP �7 Installer Designer The issuance of this permit shall rXpt bq "' Inspector construed as a guarantee that the syste fu17 Xasi/gned Date v ------------------------Fee Fee .Z THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE,, MASSACHUgE S =i!5Po5W,*p!5tem Construction Permit Permission is hereby granted to Construct,,(,�Repair Upgrade Abandon System located at V;;? we-7 L'o 4v—e� and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to 1, N comply with Title 5 and the following local provisions or special conditions. Provided: Construction must V completed within three years of the dateepf this pe it. A Date: Approved by able 1)UM-1111enf of 1112,1101,Safely, and Environntenlnl Services °(,►V rt'('� Public Health Division Q 367 Again Street,I lynnnis MA 02601 • unrnrerem� 0 DIA9S o e 7 9. ,� �Q Dale Schedule --- � Time� Fee 1'd.-. �_ Soil Suitabilitp Assessment for Sewage Disposal Pelfortned Ily: 7e T rQ v CoA v Wilncsted By: P-04n o\ j ►� r//�l` WCA11NN & GI,NI,RAL ININNft''A:TION Location Address Q%�yt/)j1 / Olvner's Nail, �.l //l (. /JJ�(�,/)v/ l !y��/V/� Address S� Q Q�v� ✓(�. I�o�. Assessor's Irlap/l'arccl: MqP j yy Pptr� I tZt� Engineer's Name NFW CONS'f mc,rION x REPAIR !'elep!;ooe!1 o0j 9 Land Use (0,n I'1 e,JQ Slopes(°6) © Surface Slopes "I Dislances font: Open Water Body Il Possible Wel Area — R Drinking Wnler Well fl Drainage Way It Properly Line Z S Il Other fl S KI,'I'CI I: (Street name,dimensions of 101,exact locations of Ies1 holes R perc tests,locate wetlands in proximity to hoics) - M N / L 7 I'arcal nwlcrinl(geologic) Ci /q Gi p) ' r'�v'�-yip►S Depth to Bedrock Depth to Groundwalet-. Standing Water in Hole: Nn-yr 4Z_ \Viceping fronl Pit hnce N p Gslintaled Seasonal I ligh Oroundwnler © 4 1)1 'TERMINATION V011.SEASNNAL Ili G11:ti'VA`1'ER.-TABLE nlethoti Used: & nve? 01 Mq S Depth Observed standing in obs.hole: in. Depth to soil mottles: Depth to weeping from side of obs.hole: In. Groundwnlcr Adjuslolctll IL Index Well!1 _ .. Itandlop Dale: _ _ htdex Well level _ _ Adj.factor..-- Adi.Gtoundwalcr Level P1 11COL:A'1'ION'I'CS'I' >:iime 2-0o01'Jule /o A/l Obscrvalioll I lole 11 �_ "f!me of 9" Depth of Pere 6-y" 1'inu at 6" . Start 1'rc-soak Time (01 Tilnc(9"-G') I:nd Pre-soak 2 4 5 q I. rr r C ✓>7ir7✓fe 5 Rate Min./Inch <5 P-1- Site Suitability Asscssmenl: Site Passed Site Failed: Addilional Testing Needed(YIN) Original: Public Ileahh Division Obscrvalion I[Ole 1)aln TO Ile Coluplelc(I on Ilncl( j Copy: Applicant 1)EET O13S1,dWA'I'ION 40LL::I,OG. Ifolc # Depth Isom Sail I lorizan . Sail-I'cxlorc Soil Color Soil Other Sorftce(in.) (USDA) (K•hmscll) Molding (S(mclurc,Sloncs,noulderes.' . °b it 7 71f 3o r!. Batt G• D1,I,1) OBSLRVA,'1'ION HOLE LOC Hole It. 2 Depth lions Soil Ilotizon soil,•I;cxlorc Sail Color Soil OIhct Sorf;tce(in.) (IISDA) (Klunscll) Klullliog (SUuclotc,Stories.Ilooldcres. -- — SslilsblIcncv.:o U( vcl) -None- It 3a" Eva ' 3q„_13Zrt � Co ,es - ----........_.._ DI,1 1' OBSI.PAWATION 1101.,E LOG Hole If Dcplh Rom Soil I lorizon Soil Texforc Soil Color Soil Other Surface(in.) (USDA) (Klunsell) Klolllin, g (Slnrclurc,Sloncs,Ilooldcres. D1PII). 0138IItVATION 1I01,8V LOG IIOlc It I)cplh I'ionr Soil Ilorizon Sail'I'cxlurc. Soil Color Soil C)Ihct Sorface(in.) 0ISI)A) (Klonscll) Klolllin 6 (Slruclurc,Slnncs,Iluuldcres. r i hIOS)(�Ii5111'IliiQ:C I�t71—C�.li � - Ahovc 500 year flood botirtda*ry No _ Yes lvilhin 500 yen btum(hiry No Ycs willtin 100 year flood boundary No X Yes LMAI Nilll( udl c urjjg_Itc► fms NffLijerisil ' f of d , . Does ilt least four feet of naturally occurring pervious material exist in all areas ohscrve(I throughout the arch proposed for the soil absorption system'? -- S -- If not, what is the depth of na(urally occurring pervious material? �c�lifica.(i(�lt /— I certify that on ��7/ 6 (date) I have passed (he soil evaluator examination approved by the I)cl),11 cal of l;nvrionnicnlal I'mtcclion and that the above analysis was perforrnccl by file consistent �i ilh the required training, ex crtise and experier e described in 310 CMIZ 15.017. Signature-- 'iPLpT -P L/-`N� � ° I Job Number U-9811 Fine Harbor pap -,�,• d 2 -IJ / �; �'� • - -�----�` g p �c - �/ / 326 Yarmouth Koa i Wood Products 1 C'00 Lar NO: . 7 �-- ��t�+ J,��_.�---�--' - � , DEEP OBSERVATION HOLE# 1 LOG B ' feri . Jeff CoCob Wit I j De from Sol Soil Tatun soil Cobr soli Mattlinj 0CW(atrudun,stones Q e? pN Z.ON)F-' C01v! EiZCIAL V►MCT$- surface Ho( p (USDA) G°uldars*°a tt_y Cl - - Elevat f s X � G r l I p_ I \.'9t_-vim \ 98.5-9A.9 0"-7" A uamy Sand 10 'iR 3/2 No:,:_ 97.9-9 .0 7"-30" B oamy Sand 10 YR 5/8 No- I 96.0-81.7 30"-130 C ,ed. Sand 10 YR 6/6 None cobbles and gravel Q ,V _] Nis_f 7 00 �' }I I i a O piLotActs+ED Parent material(geologic) Glacial Out wash V j 'DOMPSTI Depth to bedrock _ Depth to Cwntxtdwater Weeping from pit face No l .1 t J Standing water in hole No Estimated seasonal high grourKPAster F.L ' _ WX 101C gD � u SCALE / !N. = 2oo o � - K) � I _�� � 1 � Io'><ro'coNC. J�` � Perk. Test: iuuccom fa 6U ' ..�. �- r-- - AAy t s.n0.td lk.Cw.er ft-E wi•ro►K I\ i�X�l 7 24 gallons In 10 min. 0 sec. 4) 11� Qov'� OSE� �TiQ1L I , SFc�R*1 12 > General Notes Skl>S►1k�3a - �' C��AC-E `?ro S,F' _-- ! ( \ 1 . Elevations refer an assumed datum. See benchmark locate:] on top of A concrete bound located on the northwesterly property line. �1 <_ _ 2. Alf construction and materials to conform to Title 5 of thr.� Job Number (1-981 i !line liari;"r Wood Yrodu:cs aJe ----Uf-- �J J O Tc�F icL +JO , T �A� + ' 4/QOf00 326 Yarmouth Road, Hyannis, MA. Massachusetts Statc Environmental Ce,^ 2.nd the foard of Hca!th ax r ,. 9? , \` Regulations for the Town of Barnstable ' €> f ,�tt QR A ++ DEEP OBSERVATION HOLE #2_. LOG g ',� r By: Jeffrey Colby Wit. By: Donna Miorandi, B.U.H. IAny changes to this plan must be approved by the Board of Health, the Depth from sal Shc Tekwe sou color son Mdtwp otw(wudura,awes. � Site Plan Coordinator, and Schofield Brothers MArzh�� ot�>bi.D ' ____ a a Surface Fwizon (USDA) boulders,consiaency. :>LAs f:r~.= lop,y Ef .;rt ions % 4. No permanent structures shall be constructed over Die rEa:; ve a;t i t-e> ST�WDrr lc- , I�p � slc,a, i � - � 5. All septic system components to be designed for a minimum of H 10 )8.5--98.0 0"-6" A Loamy San 10 YR 3/2 None y�j t _ loading. Any component that will be subject to vehicle or other heavy 18.0-96.0 6"-30';1 li Loamy San 10 YR 5/8 None Cltit P l I� )6.0-87.5 30"-13R ' C ed. Sand 10 YR 6/6 None cobbles and gravel equipment traffic shall be designed to withstand H 20 loading EL4EarnPoSa�D/ + d� PAT :�iD6GAFFF.,; .�EjC��C1rA/Q gyp 6. For proper performance, the septic tank should be inspected at least i A _ ST*V E 5 + nr_E once a year. The septic tank should be pumped when the total depth -{ E 5H4L4 u+t�sr' 01- --� T' ~ I of solids exceeds 1/3 the depth of liquid in the tank. v /qe � 7. All top soil, subsoil or any deleterious materials encountered must be 1=i2M S YAi..kQ7- r-• -- � + excavated and removed to a distance of 5' from all sides of the S.A S. Excavation to be backfilled with clean sand material meeting title 5 �c-7 T P mNerfol(geologic) _ Glacial outva j_ f/1 ; � '� 7 � / 'T��?*3•I �� �' � specifications. Contact Schofield Brothers if any doubt or questions x n w��N S>1RsTbS _ ..L /// 1 / to bedrock �h to Ciro"voeter Weepiryl from pt face NO arise regarding soil quality. ' nJa p > i ow>✓�5 '� O troeter in hole No Estitflfted seasond hblt pnoundwater �L,< 87.9 �., �\ 8. Contractor shell contact Barnstable Board of Health prior to system �h�• I F�AQKIty�- AgEA (©NFE WAY n l F i ` l \\ `\, r dlNen.r NogRs �~ installation regarding soil conditions at location of proposed S.A.S. A All truction shall conform to conditions issued by Town of Barnstable Site Plan Review Committee, 9. Schofield Brothers does not assume responsibility for materials P Y i I 1 °' :f� ✓ , �' \ 1-x' \" \ \ 8. All f runoff shall be directed to dryweRs. Drywells shall be located no closer than 25' from any septic encountered during excavation. co 10. Contractor shah verify location of underground utilities prior to I +.•- i _ __ .._ ___ / C. Pro a wheel stop at each parku+g space properly aligned with parking space configuration. excavation. D. No ay items taller than 3' shall be displayed or stored within the 20' vision triangles at the driveway ..x- 1 x e once or the driveway exit. 1 11. Contractor shell contact Schofield Brothers prior to backfilHng for �N \ i N� - -- -� I system certification. \ �Nt�• f' zt l 1�_ l!o '11 k t•f rg �`�'''` �'~ i �_ F_ r�f=�ll� 13. No known wells exist within 200' of proposed leaching area. �i -I"1Ic't xl'tfr�s; ptK. / i -- ------ ---- 14. Surfaces for driveway and parking areas shall consist of 6 in. of i1; in c_ot is f��r>✓ A*pc�t �99xq x41 L 1 n� PROFt�SED cbN1'oc..e L/h/f F LS �t _, vlv� ,Tuu ia,cx natural stone. �' C 1c 7� .�•r_c�>a 1 z:i i __ 15. Landscape ties shall be placed around perimeter of driveway and 70" �Akki►JG }U a . >-- Ex/sr!>rc co,,rToLve _ J TyP I PFc�+ s�v 5P.AC E parking areas. ' AYOUT �� ,"� � •X zo'iTY P) p I i W W A,t_I_ :5 -AC E 5y ram- w.t irk L LvE 1. 65Y'IA4ATfO k"1v1Al.u:,_ !. ..;,,.., Qru Q A ^; o o -,eorosf.D 1 5oo c,gr1oN stPre rq,�ll:ftt foj z9710 5F ZrL,, .,._ x C :�rv;" 'kap F {ccTt, iA S.iF,&V-1 j; � I �•��-/"�/-'�-~ ' � MlNiwtl)r-1 �TL�.lt SPAT=C FLCJW - moo C•? PRbV Ip'y D PROPOSED D�SrR/t3CITbN tipX/M In►.N 1r3; I AF�B E + '�JOF:R kia f �W l..V ;h.)Lyf R r�,;5 T✓t:st i, v W I .Z• 5&&ef'eC ra" SIC t_ / \\ \ 1 r---� PROPOSED LEACH :,Y.LA• Mlr.j t1- IC) AVEK.�G[ fAA1�Y k.7w - _.�OO- 'Z 00 X T�I< - _ s�rti r,,N�t r•�•ovlufv 1500 L R _J A4OPosCD Le-ACH f?EStRVE AI?EA - ~1 �• oG�•1L7[LU�lnrG I,.atG - -- '_��p l�lfi_ •A'X.h' EXISTING Srvl'ELEVATIOrJS a ----� ------ I i ;?+ �74 LkAC.*n'.a ^kt A r- C-- r f I>n %at' PRQPF.R ✓ L/N[: TnrA/ .14Ve�•ALI. AUCA i'A•0vip&p f I IF r �.;I &L E , �p.11 {�- N / Z' C 2 2x 12.3 2976SFF2ETc.1 x i SPACE /200SFR!CT L = 14.8%FW_� 1 f Y.k'. 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