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HomeMy WebLinkAbout0005 LAWTON LANE - Health 5 Lawton Lane West°$amtstable A=214-016-015-Lot 32 i TQ\ OF,BARNST LOCATION SWAGE I 'f Oil VILLAGE ASSESSOR'S MAP & LOT 21`� " INSTALLER'S NAME PHO NOQ C "�SEPTC TAXFT /J LEACHING FACILITY: (type) Lf afh NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: C LIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by _ F-96"T 6r �aclS Sig -:23 � No. 0 /✓ Fej THgCOMMONWEALTH OF MASSACH SETTS Entered in computer: Yes 1 PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppricatiou for ;Digpoga1 *p!tem Cow5truction Permit Application for a Permit to Construct( Repair( )Upgrade( )Abandon( ) ❑Complete System El Individual Components Location Address or Lot No. �/l ce�'fJt/rYy 71�f/� Owner's Name, ddress and No. 2 q-01 b l v, rates�%e- — �•�ro.y?ficc sr-� ,l3 �� lle ffv,` Assessor's Ma /Paz 1 �/p eQ V A417 �gy.T- `1I Installer's N,ame,Address,and Tel.No E- 4 t_ _ ,CrL — Cbo Designer's Name,Address and Tel.No. clo ls� 8,4®c l Type of Building: Dwelling No.of Bedrooms -� Lot Size /6 28-7sa. ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow J® gallons per day. Calculated daily flow 3 S b gallons. Plan Date - 3/1-0-3 Number of sheets Revision Date Title S/ * / 4At,.17VA/ Z!Irews Size of Septic Tank /.S //4� Type of S.A.S. wbe r- -e ale Description of Soil 5e- 5/?,e l(3) Nature of Repairs or Alterations(Answer when applicable) ENGINEER, MUST SUPERVISE INSTALLATION ANC CERTIFY IN WRITING THE SYSTEM WAS NSTALLED IN STRICT Date last inspected: ACCORDANCE TO PLAN. Agreement: The undersigned agrees to ekethheonstruction and maintenance of the afore described on-site sewage disposal system in accordance with the provisionsof the Environmental Code and not to,place the syste m o ration anti a fi- cate of Compliance has been issuBoard of Health. D�Ca'-� � Signed Date ' Application Approved by Date App 'cAfion Dimes pproved for owing_reasons DIJAI kI R j E VZ +9►t ,L- ( 2 ��10 C—0—A71 f=j; /.+any 0 r id Permit No. y OYI�i> Date Issued t T ' :;(: MONWEALTH OF MASSACHUETTS Entered in computer:lr L/ PUBLIC HEALTH DIVISION--TOWN F BARSTA Yes✓ OS BLE, MASSACHUSETTS ZIPPYication for Migaar *pgtem Construction Permit Application for a Permit to Construct( V)Repair( :)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components �1 Location Address or Lot No. ,',(3 9 3' eo7�r i� 101' at Owner's Name,Address and I.No [a, Map/Parcel Assessors Map / Installer's Name,Address,and Tel.No_]Rx?,vti �.� co✓1 Designer's Name,Address and Tel.No. ,+ �Q.�✓ .ate o�z G YPZ621-1d 4-non Type of Building: , 1. 19weltlin'g IL- No.of Bedrooms 3 Lot Size 16, �,&sq. ft. Garbage Grinder( ) ther Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow O gallons per day. Calculated daily flow 3 s� gallons. Plan Date 1 Z- / D Number of sheets Revision Date Title r Size of Septic Tank �Saa ~�i�//o.J Type of S.A.S. r Description of Soil s s e �,e S i1 L4 -7 (3)�5 y"`�' r Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned ^1'ed a rees to e e the construction and maintenance f f - g g o r e afore descnbed b on site sewage disposal system in accordance with the provisions f• le 5 of the Environmental Code and not to 1ldce the system in operation unti a y & cate of Compliance has been issue y his Board of Health. Signed Date ZSd Application Approved by ('' ) ti Date 2 719 Application Disapproved for t ins reasons �-- r S S,} l)nl 6L)A T&yZ- 6W'1 c/?nL(y (f42L Tlb C—O-'.hM 1(y 0 r Permit No. '>4­77 y-" 0"r7(,, _ 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 17 1 . ., 1 v<r, w+ has been constructed in accordance With the provisions of Title And the for Disposal System Construction Permit No. Q Uy LI- tl 2 b dated a b -711 V Installer Designer The issuance Ithis ermit shall not be construed as a guarantee that the sy to nction desi d. Date Inspector 1Z k1i No. �76 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mt2;P0!6a1 *pgtem Con0truction permit Permission is hereby granted to C nstruct(,Repair( )Upgrade( )Abandon( ) System located at 22g ew ' 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 rrius be completed within three years of the date of thispgrmit. Date: 2 4 Q7�l Approved by T )FAARNSITAB LOCATION 23q SjunEWAGE #zo -OL-bilo ors+Olb VILLAGE ASSESSOR'S MAP & LOT A, 1 INSTALLER'S NA IE&PH O NO!� O f N SEP��AN��A�ACI� � LEACHING FACILITY: (type) NO.OF BEDROOMS BUILDER OR OWNER PERMPTDATE: al-1:11 C6MIPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet j Private Water Supply Well 4atd 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 360 feet of leaching facility) Feet Furnished by EMT 6r, .7r� let 1 8 i 12'6'" ID" AUG-02-2004 08 : 12 AM DOWN CAPE ENGINEERING 508 362 9880 P. 01 Town of Barnstable Regulatory Services Thomas F. Geller,Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax; 508-790-6304 Installer&Designer Certificatiou FQr�n Date: Designer: P L11' 'taller: 0� Address: 44mr, �-lAddress: / P On - '2 01 V( was issued a permit to install a (date) installer) septic system at LL&I . based on a design drawn by s4gress) Y ► 0' at dated 6 - 23 (designer) I certify that the septic system referenced above was installed substantially according to the desi;N which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with moor dinuges (i.e. weata than 10' lateral relocation of the SAS or any vertical relocation of any component of the s system)but in accordance with State &Local Regulations. Plan revision or certified -built by designer to follow. Gr RNE 8 ign atvre AO ALA CIVIL H No, 30792 4�®r T esigner s ignature) (Affix Des ere PLEASE O LE•PUSLIOHEALTH RMJ1ON, ISSUED UNTIL BOTH TIRS FORM MM AS- )I=a .AM RERN ALTH WMAUK Q;Hu1WScpddDesiper Certification Form e � ' g ML For Parcel Number 214016 '� 00 Rental Property(Y/N) Business Name Zone of Contnbution(Y/N) a r \ Area rrNurn;ber ,y b Co tammant Rel(`l/N) Phone Fuel�Stora a Tank P�e�mit — � OmIWOrkS i ere Test ••" Constructionsow �Aiell permit �. .......� ,, �/�✓ .- �e j��ii%ram ;� :.y�a _ 'v File/pis rmitrNo 9755 r 76 \ I 2004 55, Issce Date. r 02/27/2004 r l e Gomplehon Dater�,Wwl ' r S¢e f pti %-Sec TypelSize of 2 500 GALLON CHAMBERS W/4 FEET STONE e Tank _ 1500 Comments I , mappar 1 214016 Qwner AIL SCHIFFMANN RICHARD F TR p6oploc 0 LAWTON LANE fir :���� �� � ^<% �� ryfirir/� 'r/ „�, h "*�a �•<>" /ram�" Iild�y Septic S. stems ti Sm lYC UStexrAd Type I/A Seru[Ce Type K IN Al" a\. add ;delete records x, W 1 o w11 t)I Barnstable 1)ewlrinlent of Ileallh,Snfcty,and Environn en(li Services >> I'iiblie Itcalth'. Division . . � Q 367 Main Slrcct,Ilynmtis MA 02601 t unturernni.r; l _ Mnss; rto�r.�► 1),lie Schethiled" . U�'I'ime ice I'd. Soil Scritabilitp Assessment for Sewage Disposal I'afunncJ Hy `�✓` J lT� WitncsSed Dy: 17 �QnAf�>Ast LOCATION & G1,NF1141, IN!,0i ft IA;TION Location Address 3`. Owner's Nan1e-f�-4T 1 t LID. tL�" 300 -�n►cr �� 1 nsscssor's Mrap/Parcel Z.\4 1 ngrnen's Nllnlc STEPHEN J. DOYLE & SSOC. NI,\V,CUNS'fRlICf10N .,, Ii"Gl'AIR I'clglhonc N 42 Canterbury Lane 2536 \ I.and:lJse' 1fbt:A 1a C sb ka fiAl .. Slirylcs(°o):.. Te,;e "-7 54.0-.2534� aT+ SurtpceS Olstnnces from: Open 1gVnlcr Doty...� 1S_ It Lusslblc Wr l Arca ! e„ ft I)rinkmg 14nlcr'\Nell \5-6 fl 1 ( / y Dmilla e,;Wn , 5 SO .. II I'lopury I ine ' 10 It t7lher r Il S"ICI fi`Cl l:.(s lcel nm,le Jill , tensions oflol,cxnel liicaliiuls oflesl holes&perc Icsls,locnlc%vctlnnds in proximily'la boles) f Zf3`_....._ 4-1 s .ti:.... ..$. .i...........-. _..- -.. .. e._.._...._...._ j .. .. s 1. i . t , , l j 3 Satkp b i 41 .� ..-.-._r .n,.n.......,..sy�m•,aV`\� Sn "RY�, '�.°W,+ea'C��.xyx .-, __. .... ..Y,t 73s1za i. .r .%-v0 vAil 4 - 1•wLr, ,�€::"'a!s <, _ va V i dnri?'�Wp_ - S .' X' P 3:..�- .�.rt }$r�✓t ,. v .vim" RMR P»1uU mnlurnl{6croglc) Cyr-.1oolAau r Uchth to[leJrocl a, I)eplh lu Cirotiri Iwalcr Slniil g Walr r m I{Itilc /� c11e$fnmt I'll`) `34 «' �*4•�k"- w - sf+'•dy.".;,� svye,7k �" -�.r;FnL 'Y ems. i '""°"<� "7 ,�„T tsumnlcrl Sc�sunnl 111 h Urcnnrdu atcrVIM < _�a, ) 7 rRN1INATION YOR S ASONAL;I1IGI 1�VA'I'Llt'�'AI1LI, MCII1n1I 0sell #. Qupi�vF.�`1.NL� t)eplb Observed shndu g Ill'ohs hAAI``e u1 I)eiilh to soil mottles 111• Depth to weeping„from silk'of ohs.hplc f..., ;In UrilinulwnlerArlJuslrncnt Il IndcX Well!! _ - ttnnilDlR I)nlc: _ _ IndeX 1VCI1 Ievel __ _ Adj.s(nclor _ Ad' UrouuJwoler 1 cv:ch>, I'CRCULA'I'ION �. Observation €±:i4 s.±, { ..:� I lulc ll �_ Z 'lime al 9" I)Cplh of 1!crc s= ., r*Y �9� r,:4rZ,t).= a Irflliine nl fi Stnrl Pre-soak Tin1e rr \D''SS 1 Imc(9"-6") M I:nd Pre-sank Ralc Ivlin.11nch L Z. " G"'L,, >s .�,•:. i Sill:Suilnbihly Assessment Sitc Pnsscd r kSUc I ailed €, s�;"w s .v7lJdilioi al laslil "' 1"rt' Niciled. ' t 4i� r m,:v .l.a wj.-Wg tM1 S'' �#a t•�t!�.hq n�#d C€.1 - 3•"'.P'sv s ,'v tl kb" 'k$ �'3#-' '3a ;i 1¢t On6innl. Ihrbhc IIC',hh llivision OI>sct anon hole,!)ltn 1'a Bc n Gu �tcled on Ilnclt Copy: Altpllt,ntll.:: y>"` is 4r. JcJs s ..c�at ,q^' ' 1 k 4 I)I;I�,I' 013SI�1tVi1`t'ION 1),OLi;-_IJOC Ifole It Depth liooa soil Ilorizoo soil'lcxlurc Soil Color soil Other .Surface(ill.) (USDA) (hluoscll) hlollliog (Shoctorc,Stoocs,Iloordems'. ---- — Coll ' cal Y 1�9 17YC1) r _^ 4--z(- lr t`, Spa a 72, 61 �N� ►. Wo"'1' OBSEltVi1TION 1101-x� LOG Hole It. Deplla lions Sn)L:Ilrniion Soil l'exhnc Soil Color soil Other Surl':acc(in.) (I ISDA) (hluoscll) Mottliol; (S(aochoc;Slwics,Ilouldcacs. 0 �L. Z G� It DEPTOBSKRVATION 1101_ E LO(. Ili►1c # I)cplh liolo Soil I lotizrio Soil Tutiorc Soil Color soil Ofirer Saoliacc'(io.) (USDA) (Alnnsell) Mlolllin g (Shuclurc,Stones,Ilouldcres. I.)I1;!PI'. OI#SLIAVA'I'ION 1'IO1..1� LOG Ilole If Depth fool Soil Ilorizon Soil'fcxlorc soil Color Soil 0111cr Slit Face(io.) 0ISDA) (N11111scll) hloltling (Shoclure,Shmcs,Ilnoldcres. -- -- ---. �.511515.LSJlgY�s2.(il9)ycl) 77 — -- 1imsu)IsII!'_i)!Kc lZ,;fie Nb, iii Above 500),car flood bountlnry No — Ycs willtin 500 year brionifmy No Ycs--- - \Vilhin 100 year flood boundary No Yes-- 1)pplll of NL1.[u ill c uri-iltt;_1'c)'vi us 19aleri_i� I)oes at least titer feet of naturally occurring pervious material exist in ;1•II areas observed lhroughont Ills arcs proposer) for file soil absorp(ioil system'? If not, what is the depth of naltn-ally occurring pervious Inalerial'? -- S<�1_Isic;l(itl I! I certify Ihat on (dale) I have passer) Ole soil evahlator cxaini)%I(ioii ;ij�jlrtiScil by the I)ep;rl-Imcnt of linviroomental Protection and that the above an;dysiS was performed by nle consisfenl,ll Illl. the required training;cxper(isc and experi'c lee described iil:3I661 tlt 15.017. ci,...•,r... A ` MA �r Search for Map/Parcel 214015 Tow of Barnstable j � I , ; For Parcel Number 214015 " ~` s ental Poperty{Y/N),f B'usmess Name Zone pf Contribution{Y/N) Area Number rr "` /p Contaminant ell(/N) „ Phone -I Fuel Stora a n Perrnit {�:77 2,11 r s " I Cardl,Qn file pw �% - DlspOsai llSork$ '`'� z re Test Con truct�an y� /i Wel Permit aFlle/P�ermlti7O l / A ssuance Date' g, y ' Completion Date Size of Septic Type/Size of S�iS { ' i/%%% Tank/ ;r=z � Comments mgge mappar 214015 Owner MORIN JACQUES N ' proploc `237 SHOOTFLYING HILL RD / „ Y ON InnovativelAIternative Technology Septic Systeiits Smgle�or �� / I!A Type /1!A entice Type Glustere add % delete'records? ya , I olwll OI 11i►1'I1St;ill)le I)ejuir(n►enl of lieauii,Safely, and Environmental Service IL Public Ile.-dill Divisioll Dale 5( 367.Ma!n SIrecI.IIymmis MA 02601 1 uAnnerenM r63p � Dale Scheduled CJ(J r ®(/ •lime �cc 1'Q. _ I Soil Suitabilitj) Assessment f n- Seivage Disposal I'crformcr .S�-���.Z \VitncsScJ 13y: —1;:>. 1-ADftp3,,11,` S ` ' U..TI I c I"1ZE1L I1VI�OR11'IATI IV Location Address Owner's mime-f-10, css 3s0 ?�►0.5 f Assessor's nlnp/1',rccl: Z;�e�--►�"s'L �l: n , rS Engineer's Name�` STEPHEN J. DOYLE & SSOC. NMV CONSTRUCTION REPAIR Teleldtuue 11 42 Canterbury Lane East Pal uth A4,, 2536 LmtdUse VM,p1at.- �A00 Slopes(°6) �naar�y SnrfnceSfieisep g: 508/540-2539 Dislances From: Open Witter Body F u Il Possible Wet Are, 1 e R Drinking\Vnlcr\Veil Iqb fi Drainage Way 6 11 I'roperly Line It Other 11 SIC "rcl 1: (Slrcel unmc,dimensions ol'tol,cxncl localions of lest hnlcs&perc Icsls,locale wclimrds in proximity to holes) zy' 46r P 3Z 1�3 J 51apo 1'rrrenl mnlerinl(geologic) Q" Depth to lledrock 1�1�tp Dcplh to Gromulwaler: Standing Walcr in I lole: \Viceptng from I'll Pace +\\� Ialimnlcd Seasonal I ligh Groundwater I TiJIZ1`v1INATI0N VOR.SI ASONAL 111GILIVA'I'I I2.'J'AIILL naetitrrd ilserl: r_t t.a+ eAc�uI L49r=: Depth Observed standii g in obs.h Ic: in. Depth to soil mottles: Depth to weeping from side of ohs.hole: in. Groundwater Adjustment Il. Index Well It _ .. Rending DOW ._ Index Weil level. __ _ Adj.factor..__ Atlj.Groundwater Level I'CRCOLA'I`IOiy`I'CS`I° '`ii�ile9�s\ ilrlre �o,ll_ Observation I tole 11 �_ Z Time at 9" Icplh of Perc Time al 6" Slat(Pre-soak Timc n &I 5.17 '['titre(9"-6") I-lid Pre-soak 10:Tb l0k�4�;' U�P►zts�.`rb Sti1U.RA.� Ru1c Min./Inch GZ LZ Site Suitability Assessment: Site I'nssed Site Pnilcd: Addilional Testing Necded(1'/N) Original: Public Ilealilt Division Obsel-I'Mio►► Ilole Dnlsl To Ile Cou►pided on 111clt j Copy: Applicant 1)1;1?.I' Oi3SI,itVATION I)OU1.:LOG. (tole It I)eplh liour Soil I lorizun . Soil Texture Soil Color Sail (')liter Surlhce(in.) (IISI)A) (Mansell) Moilliog (Sln;clurc,Sloncs,Ilouldcres. ^4 llKEP OBSERVATION 110L11 LOG hole 11 I)cplh lionr Soil I lot izun Soil Texture Sail Color Soil Olhcr Surface(in.) (USDA) (hfunscll) Nlotlliog (Slnrclure,stones,Ruulderes. n t► i ��r�c Z�N•vi' L' �\� UI;IT OBSERVATION 110I..,E, LOG Ilole It Oeluir lions Sail Hot Soil Texture Sail Color soil ()liter Surface(in.) (USDA) (Mansell) htnllling (Siruclurc,Sloncs,(looldcres. u1f15�5L�Y.�r(ir�ycl) OIISLItVATION IIOI 81 LOG Ilule I/ Oelrlh Isom Soil I lorizun Soil Texnoc Sail Color Sail Ober Surface(in.) (USDA) (Mansell) Mollling (Siiuclurc,Slnnes,hooldcres. — �,..(f11�1SLJ1�Y,12(itglvcl) I l I' oi>sl ll�s�l�-_lilcc 1i,�1e 1�1� (>s . Ahovc Soo year tloo<I brnnulary No____ Yes Wilhin 500 year buundmy No--m/ Yes__-.-- W ilhin 100 year Ilea<I boundary No Yes—_ 1) Illo NN_iliiLill ccuu-Jim Pcrv'otiss Material 1)oes at Iclisl four fcct of lial(n-a(ly occurring pervious nimerial exist ill all areas observal Ihroughoul the area proposed for file soil absorption syslem7 -)-� If not, what is life depth of nalurally occurring pervious Inalerial? _ �ci-lificali(�ii I Cerlify Ihat oil --�� (Ante) I have passed the soil evaluator examination approval by the I)epnrinlenl of Elivil-onuleulal Proleclion and Ilial the above analysis was palormcd by life comislenl the reduiral training, expertise and experience(described in 310 C R 15.017. Signature Date O(O-Ok-00 :. - - Ra +L' s"�.-d.. .:°kr;, rr.. t,.2�.:�"--r»'a,r.. co W -.�, �:y,5«�: �:.,r.�•. .�,;,.��:.:, a c ��_ };g „�',�y= ::s,-�. .a p `c:r '1 r {,. 1 Y I 0. 508.428-6191+ ale El, . : vfi n @U00M sign s • ReservLl ed 2003 _'O I _ s. E , Cr TRt�JL E[ l/iCIL2(�l.�. � WFI, `J _ 41 /�- YWG .., .,..-_.Pr eliminary Plans and layouts by OCO are--for.the use of their customers only.Any other use-rs Strictly prohibite � i ..- k. U _ - Ll�tl SrT—; 1 : ;r 3iu �Si 1 -y��•� lli "i j Tit-r I t 1r7u .. 7i 0 L 508428.6191 iU. . Qevlin @Ustom o signs Ail Rights ReseNed 7777� I r . I. I .: .� .. - - .. L - s . _ R E7�iL aLEY 1TOK �..._. _. i : a2 7 . _ Pr elimindry pldnS dntl IdyOu[5 by DC.D.dIe for [he Use Of [hei![�UStO mPlS Only;Any Other use is Strictly prohi pile 1 .._-... 24 a•�2a'flJ10P:.:Ett(jN.NtiusE�.__. ._.. .. ..I I O z, a' IL [9 L 0 A NI N i O: I I I le.q i . -------: - I I i - I '. - - - •� I y {1t - ( I .. .. r 508.428.6191777. = I _� — — nevi i n I I o• `� Chu;tom It �.. i 'copyright C7 2003 FA i "��,,¢ `AII Rights ... ,: w •.. .• ,.;::.�-. ... , .� ,.. :- _,. r ,- .:. ��,,_ Reserved S - �.4 , 1 i i t o •' y f UB[- .'kSA....[1ND L�3 S�S�h1D15)iCs1 l?111 l_ --- -- --•--- - - --'- - - Pr eliminar Fans and'la outs b D.C.O-are-for[he use of the, Customers"onl An other use is-itriCPl ohs Ci[e " Y P Y Y Y.' Y Y Pr __,.c T+_T_ �[WZS S7aoER?,7TA7EftS,"' --- _. ._... 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T�2✓tserJcion� :q` o esi ns r copyright 0 2003 Resmed Ali Rights .. .. _ 77 9: N _1 .-: - - - - - 6 : - LA- :-_. _ yw� Preliminary plans and layouts by D.C.D.are for the use of their customer s.only:Any other use is strictly.-_P.toh Date 1 I ' 2r' Q 2- 9I SCAU " - i 50 m J Custom e�Fng�o�n 777777 a' o s �• - - --- -aene.oa,v .�, .. .. .. ... �—: : � ... :. .,:.. :_ 'I. -.... ....,.. ...:....... � .-. ._.. ',� All Rights — Reserved t cI z o 2 u 2. �'�.. -_;._.SEA-nS1�__��.:ER.���.--- —_•—� �. -'�� '� .. -�. s. a • Pr elim'ndry plans and,layouts by DCD.are-for the use of their CUS(OmerS only.Any otner':use is str City;;prohib,te I Mmay_. `: 77777 .< _ tA, 11, - ,.. rF( 191 191 77 JE (Resigns II i , �' .. I' IS p. c � !r I I :w-�. •.' - •,._ ,..; .. :.. . , �- s: '... ��:,"�. u„. ;.` ,' .SST-'1,,, x>r• s e Preliminary plans-and layouts by 0C.D:are for the use of their eustomef onty YAhy other use iT 5[ c[ly .papn,Oite TOP FNDN. AT EL. 54.5' SYSTEM PROFILE TEST HOLE LOGS } ACCESS COVER TO WITHIN 6 OF FIN. GRADE (N OT TO SCALF-) PROVIDE INSPECTION PORT WITHIN SERVICE ROAD ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE ENGINEER: S. DOYLE //" MINIMUM .75' OF COVER OVER PRECAST /� WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 55.0' WITNESS: D. MIORANDI, RS RUN PIPE LEVEL 2" DOUBLE WASHED PEAS ONE\ DATE: 6L1 /00 52.0' // FOR FIRST 2' / 3' MAX. PERC. RATE _ < 2 MIN/INCH PROPOSED 1500Ti 51 .80, GALLON SEPTIC ��1...�'. / 52.0' CLASS I SOILS P# 9722 y<<� TANK (H- 10 ) GAS BAFFLE 51.45' a00000 51 .28' [� C1 C2. Q 0 Q O CI 0 51.17' 4' AROUND ( 2- % SLOPE) \__6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [2]) o$g, 2 O O f� L� 0 C7 0 49,17' ELEV. Locus Q Q DEPTH OF FLOW = 4 ( 1 % SLOPE) ( 1 % SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE O.. 54.8' 0" 54.0' TEE SIZES: A A INLET DEPTH = 10" „ SL „ 4 SL OUTLET DEPTH = 14 13' LEACr.;lNG 10YR B 3/4 4. B rL10YR 3/4CATION MAP NTS FOUNDATION- 10' SEPTIC TANK 10' D' BOX FACILI LS LS ASSESSORS MAP 214 PARCEL 5.17 ZONING DISTRICT: RF* 26" 10YR 5/8 52 6' 26„ 10YR 5/8 51.8' YARD SETBACKS: C 1 FRONT = 30' C1 SIDE = 15' PERc A COMP. FINE COMP. FINE REAR = 15' 43.0 44.0' SAND SAND + 43.1 --�__- 2.5Y 6/2 FLOOD ZONE: C 43 84 84„ 2.5Y 6/2 \ + C2 *OPEN SPACE SPECIAL PERMIT + 45 3 6a g6' C2 ALLOWS REDUCED SETBACKS SAND '28.52� FINE FINE SAND -I- -----� & GRAVEL 4 & GRAVEL LOT 1 2.5Y 6/3 2.5Y 6/3 4 6,284t SO. T A _ 120" 44.8' 120" 44.0' - - ` NO GROUNDWATER ENCOUNTERED NOTES: -- N 8 � + 46.7 \ 1. DATUM IS ASSUMED • 9 o �r _ SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT Al I OWED ) 2. MUNICIPAL WATER IS AVAII ARI F + 4 .6 + 9.7 nFSIGN FLOW: -3 BEDROOMS (-110 GPD) = 330 GPD - 3. MINIMUM PIPE PITCH TO 91F 1/R" pER FO'nT. a USE A 330 GPD DESIGN FLOW 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 SEPTIC TANK: 330 GPD ( 2 ) = 660 5. PIPE .JOINTS TO BE MADE WATERTIGHT. PROP. DRIVE. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. > USE A 15.Qa- GALLON SEPTIC TANK ENVIRONMENTAL CODE TITLE V. LEACHING: 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT 2(25 + 12.83) 2 (.74) = 1� TO BE USED FOR ANY OTHER PURPOSE. 49 r o SIDES:+ 51.8 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 25 x 12.83 (.74) 237 � = I y BOTTOM: 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT w LoIC, / TOTAL: 472 S.F. 349 GPD INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR PROP. DWELL. W � EQUAL) WITH 4' STONE ALL AROUND S N w TF = 54.5' 4 53.4 LEGEND o ` N,�1�`c TITLE 5 SITE PLAN S? + 3.5 TH2 0 \ cl^ / A o _ 5 100.0 PROPOSED SPOT ELEVATION C'\ OF LOT 1 LAWTO N LANE ,% 100x0 EXISTING SPOT ELEVATION �-3� I �M 5 1 � TH 1 32.00 n-,c,n �I U l 53.2 --� _._ 21•6 �' � IN THE TOWN OF: 1 0 PROPOSED CONTOUR I ( CENTERVILLE) BARN STABLE 54 - �� r - ss ------ I 3 z RESERVE o lC 5 0 100 EXISTING CONTOUR PREPARED FOR: BAYBERRY RY BUILDING �N 56 L_��___J E g LD G o 3S 6 - ------ 57 0 123.00 ,- -- 20 0 20 40 80 58 57 - - ® 6 -____ - - - - _ - _.._ - BARD OF HEALTH 5 58 58 - 59 _ - - +� $ _ - - - - - BENCH MARK - CTR OF ' -- APPROVED DATE MIA SCALE: 1 " = 20' DATE: DECEMBER 28, 2003 - - C. BASIN ELEV. = 57.7 sxo o TFLYING HILL (DOES NOT INTERCEPT R OA GROUNDWATER) off 508-362-4541 fox 508 362-9880 OF AfASS 9 C I Boa ARNE SG ZH OF �rRr �,�plCcD 10c*l clown cape engineering, Inc. o H ARNEH, �� 7/ OJALA y .� CUAI q N CIVIL ENGINEERS No.2634811 CIVIL LAND SURVEYORS °PEss� � A N y 03-- 108-- 1 939 main st, yarr�outh, a�a 02675 ARNE H. O.IA .E., P.L.S. DATE _ ,-_ -