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Home My WebLink About0131 ROUND POND ROAD - Health 131 ROUND POND ROAD Marstons Mills A = 124 - 012 - 003 I TOWN OF BARNSTABLE LOCATION � � �� _AA(A/?pAe SEWAGE# 2�$- JD VILLAGE/NI1- MS /'yJj/�' ASSESSOR'S MAP&PARCEL 12 y—012-00 3 INSTALLER'S NAME&PHONE NO. .j7,«Coff / T, $• 775&M SEPTIC TANK CAPACITY /.5'00 T,*/.II LEACHING FACILITY.(type) 00 � ChH V (size) ANO NO.OF BEDROOMS OWNER 24Gj& y dftsSe_1ol eilY PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 8 Feet Private Water Supply Well and Leaching Facility(If any wells exist on p site or.within 200 feet of leaching facility) O Feet Edge of Wetland and hing Facility(If any wetlands exist within ,f, 300 feet of leac ing acility) $ Feet FURNISHED BY 3 #*a= 4S .v ' 1 83 = 63•? A4= Qo,6 ' 84= ?t.S as= 8 Fee No. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01ppficatiou for Misposal *pstem Construttiou i3ermit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. Assessor's Map/Parcel � �✓`� r'iS �� zc��p� C l/��} Installer's Name,Address,and Te.No. Designer's Name,Address,and Tel.No. ��i.31 ��H��-�� e��•- 9.�� fjj� �® ,lid �� Type of Building: �[ Dwelling No.of Bedrooms %- Lot Size 17, ,J2457 sq.ft. Garbage Grinder( ) Other Type of Building Aelae A� r-- No.of Persons 4 Showers(_3) Cafeteria( ) Other Fixtures !:V -'0�74� e—le— l�S Design Flow(min.required) gpd Design flow provided gpd Plan Date 2 /Z Number of sheets Revision Date Title 1-46IX Size of Septic Tank /gcla mxml . Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: /* 0}' Agreement: The undersigned agrees to ensure construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of a Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board o ealth. � ��/� 4 Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. d(KfMO Date Issued = - i No. ` Entered in computer: (_/ THE COMMONWEALTH OF MASSACHUSETTS r Yes PUBLIC HEALTH DIVISION PTOWN OF BARNSTABLE, MASSACHUSETTS 2pplication for MispoSal Opstem Construction J)ermit Application for a Permit to Construct( ) Repair( ) Upgrade( ') Abandon'( ) Mecomplete System ❑Individual Components Location Address or Lot No. /3_,/ Rallw d/o�,,VO Owner's Name ddress,and Tel.No. Assessor's Map/Parcel /rl9 .sesl�J�• lmv/ or mpir, Installer's Name,Address,and Tel.No. Ua 7�lQe/�/ 'Designer's Name,Address,and Tel.No. D,0A►'1y C4- 4a- /�36 Bryn oval �7� Type of Building: �[ rN - Dwelling No.of Bedrooms %- Lot Size 8, 42-0 sq.ft. Garbage Grinder( ) Other Type of Building OG ? A!- No.of Persons Showers(, ) Cafeteria( ) Other Fixtures ,�� - s �4/ � /t•�'�!/SS Design Flow(min.required) gpd Design flow provided gpd Plan;0"-,,Date * 9- 2 al r Number of sheets_ J Revision Date •.--- Title SAA � .� dw/� /"� .97^S' ✓,tfj' Size of Septic Tank r` Type of S.A.S. Description of Soil Ana A,-S 9/D e/ic��Cl B�.41,46 ,l'i r��✓ f i ©��s ,CGS to r1 a l 6 N 3Z" 13-SL • 32,9-/a0"lx-e-s J Q Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: ' The undersigned agrees to ensure construction and maintenance of the afore described on-site sewage disposal system in t v accordance with the provisions of Title 5 of a Environmental Code It not�t�o/place the system in operation until a Certificate of , Compliance has been issued by this Board o ealth. Vl�C 4l > u MOR/� Signed . Date ,/z0�� Application Approved by ( � vim' t 5 Date (� -1 V i1� ,y Application Disapproved by Date for the following reasons r Permit No. Date Issued i f THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS CPrtif icate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(V) Repaired( ) Upgraded( ) Abandoned( )by -at-�%�.� _ �Ot/,ctg .. A u4j� �/YVe /I?..//rr has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. �1 U 1'� -1 W dated Installer N. mO/q//V Designer DO I-4/ / #bedrooms' Approved design flow �./ gpd The issuance of this pe//rmit'ls/ha 1 oibbe tconstrued as a guarantee that the system will funct nzas designed. Date tlll / /t Inspector No. a a/g 161 Fee 0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Mis oral 6pettin Construction J)Prmit Permission is hereby granted to Construct Repair( ) Upgrade( ) Abandon( ) System located at /,3/ ale ,-1&-k v76-r IN,/iu. 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 comRle d within three years of the date of this permit. Date Approved by r o Town ®f Barnstable � Regulatory SeMces Thomas F. Geiiller,Director � BARNSTABLE, � Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,NSA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&)IDesigger Certification Form Date.. � /� / Sewage Perrmit# �D�8'/(,�Assessor's IYl[alpiP�rcei4�ly --.3 Designer: � Jo L4):1 G , lGmata)(ler: �A � PO K-i-17- Address: lc3 9 ma', Address: On `1`��-/8� IAA�r vES /1Yl V was issued a permit to install a (date) (installer) septic system at 4 t,�J PW based on a design drawn by (address) 0,n I e, a,la PL..S- dated (desi er) 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 andlor septic tank. ✓ I cex tify 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 Regul do Plan revision or certif ed as-built by designer to follow. (,cam q8w, a 'IH OF MAS. 0 DANIIEI_A. yes OJALA a er's T zgnature) CIVILNo.46502 N a w o P�F��s ACID SSIONAL E� (Designer's Signature) (Affix Designer's Stamp Here) FLIEASE RETURN TO BARNSTABL]E lP1QBLIC HEALTH D.DMS]tON. CERTIll'ICATIE OF CQDWLMNCE WILL NOT BE ISSUED UNTIL BOTH THIS (FORM AND AS-]B1UMT CARD ARE RECEIVED BY THE IPYTBLIC HEALTH IDMSION THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc ao , N 1 ROUND POND ROAD INVERTS 4 HSE: 55.60 DIMENSIONS TANK IN 54.92 TANK OUT 54.75 O 5 Al=41.2' DBOX IN 54.19 3 B1=46.7' DBOX OUT 53.89 LEACHING IN 53.67 A2=48.0' NAVD88 DATUM B2=49.9' A3=73.4' 2 B3=63.7' O A4=90.6' B4=72.8' A5=80.7' B B5=60.1' QOR�N N OF h/gss'c A DANIEL 16� EXISTING HOUSE o A. a OJAtJ\ GARAGE o No'40980 a QPESS\0 Q qy0 SURVEyo SEPTIC off 508-362-4541 ASBUILT SKETCH fax 508-362-9880 downcope.com © OF d PWn cape engineering, inc. 131 ROUND POND ROAD civil engineers MAP 124 PARCEL 12-3 land surveyors 939 Main street ( Rte 6A) MARSTON MILLS, MA YARMOUTHPORT MA 02675 DATE: 6-7-2019 SCALE: 1"=30' #17-045 SYSTEM PRORLE mTM e �» m,`.+a7aw ixun 59. mm sB.D � � j sir r < U..`a"a+nn in r �im a'_".�.+)^��.sr a . `*�.r•.` i� •��77�-- N-x0 f011ND,TWH— •r —srnrc rucc— s' —B• p. T+m �n a,..., LOCUS MAP scut r-xcgD'• EEEv, ELEV. ELEV, 0.Ev. ASSE550P5 uAP tx•PA¢[R Ix-> NOTES .e 4 fii.xx �; so.ls y_ �° fio og S 4 sell aas Is mmw RYA n000 11E A (AREA OT Yix�uAE TL000 NA2Alm) o P•n.. A is is D—N—V z Y ¢®gD IrnP m x0• ]/3 59.Sfi e• IOYR 3/3 59.e] 8" tOYfl•/+ 39.30 fi B°/t !8.)1 �.•..�r.x m w,nr w.ro+. e B B e ZONING SUMMARY + nxmin+RT+n uNm A A A A 20NOID IXSTPoOT.Pt dSrPKT 10�N i Yr9E a Ton. A0. IOYR g/8 5)-0e Sx• IDNI B/e 9).N ]0• IOrtI 6/6 g).5B ]fi. lOYR 6/6 ss.xl PENAPEP. PPONpep. YDI,U.,un B),IxD V. •zNI Si n Y!L Em ERW)ADF ISV 15d mumcmai �fo e[Y wm,na�nr uw.iRONT A18ntl( 30' my �u+u¢n,m�GA��,w•m m C I 0 C C YL¢,s9E ATBNCII 5' >9.0' r¢MO>m NTt PE/]t StdACN i6' SO' rov¢� senor m m,w nc - YA%BU90Dlc NFIOIT ]D' ,x'ro:CP PUTS Y-a Y-a u-tt >.x s u-a srE a 1.ourEo mTwu rNE PEsauPs _ %iDTECPON OK/MY OISrWCi ) /iG qR. wn®�atl�nm��r6�M�� imP!/B IOYR1/B imFS/B tmli4/0 9iE K EOCI�TED mlleN TIE C110UND'M1E0. ]BEL9100Y6/RC. vPorernaN ovF.Pur asTwcT m BEOPooYs of Tcwn>lsN'°`m"a ••YO+'ow"'0x"`voum Ip — TE n EouAD mTmN EsnunxE rzasNEDs Ew PDPvoeassEr B r, eeDPoaus/AE EAx9urm°m ` ll.xx I9D• 5p,15 1x0' SO�OB 1x0• •921 <I3 PROP. ON 1I.�r�Au Y xml0 M w6usID NO CR➢UNp/AEB[IICOUNfFAEB ND IXtWROMTER FNCWM'Jip RPIEAY YAR9C AM TEST HOLE LOGS voPnw m sre rs mlNw PPiwm Iwo Po nSFP mrwn ,w R wDoa,m¢IUM EsT.=NABITAT/SPma PEA PROPOSED p+EY 9wt PIPRFNAY 1-3018 Ex:.IR STEPNQi n.NMS.P&L LEUND woNEss:wNo srAuron Ps _ _ acE: nlnT x a, Lp10pO vEPE PArz. <x uwnxcN I OWNER OF RECORD cuss_sous P/;w.e �nl— ,^o®mapf 7EKN E.k POSAPNA TA uU>SEt]UN p)PAISAEY.ODp Om9f ROUND D ROAD REFERENCES ��. PEE.w fi>)z a a wvEwu+rs "\.. -\-, �� 1 7 7 r 'J TN �,� � J (rnm�ea=E B�mtP�a.PPo00vsmD,TMis'w•BE vov.ere) (n v EIPO OB e•e•Pc 2SD 12.' .\ /I� { ,�I 1 u xf Sxl PO W V l 2 4iflj"' ^l � SYSTEM DESIGN: ,r) I N /� � � 7 Jt ou+Bna dsaosn E<+roT u!orrto J no,P.xoawls o,Io ePo..w cvo usE A•w 4w DESDN nsw ,A��_ USE A USE•Isgp cAE.sEvnc TnNN EEAll /' �, fi ' '\ tR sDes.x(]Sg.Izw)x L)•.In vo BOTwY ss.5."r.[)•1-31B wn 5F(3)!00 Du WCxwO EWLB P!WC 4 OR EOUW •'smnE ua.wawo owE DAr[ eoulo a NeaTx .w LDT �- J.S33 I > lam, �.l � �\�j��``� L`-�'?�,,✓�`' /�•�%.r�r-/� ✓._f,s��SHOFA+,P��C `�SµOFM,q,� DANIELA. y� �a DANIEL h�Nm L \ \ e CIVIL No.40980Y �¢L9/43 O F3IS1'E��a� �R 5510?O LIM �� + \ �% �� u ✓ ��/ ROUND POND 4—Cl`I$ TITLE 5 SEPTIC (A O T PDND, SITE PLAN 131 ROUND POND ROAD u �. % MARSTONS MILLS STEVEN MUSSELMAN 4-9-2018 'r7 V Je�]+rsre(uA oS/ \ ��IB n� ��^' SWeI•�/V' _ TWCePT 6>S 1�-N'ib / DC£#17-045 DAre CAMEL A.o,wr.P.E.P.L. '" Town of Barnstable Ps# 05A0 Department of Health,Safety,and Environmental Services �n+erq Public Health Division Date M Q 367 Main Street,Hyannis MA 02601 euas 9� Y. Date Scheduled Time Fee Pd. ,r. Soil Suitability Assessment for Sewage Disposal" Performed By: �i27°fF�-+`7 �4' 7� WimessedBy: /nVr f/ [J< J��^�n, rPS Lrl i77 LOCH I01�T$l f,EIRAL,IT.k ORMATION Location Address c 1 ��, Owner's Name(LLB A, \/p 3 Address �� tovs+i? Raub �rtA Assessor's Map/Parcel: 1 Z} l 1 Z( o"v Engineer's Name-- NEW CONSTRUCTION, .REPAIR Telephone#!&t�e5 3&7 1 t—R Land Use %t A-'L Slopes NO z.'� Surface Stones . 4 Distances from: Open Water Body AV, ft Possible Wet Area_/eft Drinking Water Well.'. --- ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&Pere tests,locate wetlands in proximity to holes) i _ #71 q_. p. 'h`a4. +,,d1'' "."'u �•''r ��..� s �a r t �,�'�,h'1.r° t' g f w+ » mtr R. Parent material(geologic) Oy3A5'/( Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face A-) Estimated'Seasonal High Groundwater DETEMR -A`1`I0 ed: 1�I aI�SEASONAT� I I3'WA E T R Method Us U�I� . Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well#_ -,;._ Reading Date:_ Index Well level... Adj:factor Adj.Groundwater Level Il'ERC(7LA'i`ION TEST` DatE j 1 d� '1',me /� Observation Hole#. Z Time at 9" Depth of Pere SZ Time at 6" Start Pre-soak Time Qa Op�'`� �=a Time(9.,' End Pre-soak U-S� G-ZL Rate Min./Inch Site Suitability Assessment Site Passed_ Site railed: Additional"Testing Needed(Y/N) Original: Public Health Division—' Observation:,Hole Data To Be Completed on Back Copy: .Applicant .: DEEP OBSEI2VA'>'I�1N�Q�ELOG. Role# Depth from Soil Horizon $oil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. n' c el n>u�>�OBSER�vA�iol�Ho�rE>�OIs : Hole# 2 ; Depth from Soir'Hor✓opt. Soil Texture Soil Color Soil .Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consi ten % I BEEF OBSI✓R�AX01�1OLELU Dole# <: �' Depth from Soil Horizon oil Texture Soil Color Soil OtJteStonr Surface(in.) (USDA) (Mansell) Mottling (Structure, es,Boulderes. Consiste e % ravel : 3v. Pt BSEKVATIf1N HALE LOG Hole#+t Depth from Soil zon Soil Texture So Color Sod Other Surface(in.) (U Hon SDA) (Munsell) Mottling (Structure,Stones,Boulderes. i Con isle'c r av I. Flood Insuraneer_Rate Mau: Above 500 year flood boundary No_ Yes t/ Within 500 year boundary No-. Yes Within 100 year flood boundary No Yes iDepth ufNalura11y Occurring Pe'rviours Material i Does.at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed.for the soil absorption system? yes If not,what is the depth of naturally occurring pervious material? Certification I certify that tin I' 9 (date).i have.pas9ed the soil evaluator examination approved by the. Department of Environmental Protection and that the above analysis was performed by rite consistent with i the required tra, ' x edise and expe%ience described in 310 CMR 15.017. Signatur, � ' — "C'�•E�lo'R"'/%t•tl'L�of_t(C.�4►h"(�SJ_� I kev ail c'gp�ycayty c�oea -••__ .... , _ ... `.:(L.: 4.:pv t x.s'a _ :_•-`.::..:_.. 1B 11 'Ti/!;1 "0:`a+7g <'2'.U�V._",."—: 7-7.. i BE - .. �-+--•ve•..eau�iura to •i$9•RL.__..._ 2• I 1. ! 8°KV Get•`lY..Akr*..hW._.._. I ♦ E . - � � � _ .. x a as ... . ... _.-., I I 4 4 � 0...3Ct•YIFSYL'S.. - wl •' . 43 ,cna'M1�kO>ettctia2 sw>vstes._'--t. � ,v i .ram -- - , , DOA- :�!_G'.?��4!.4.1.E5__o.W_i`t.�k:-t" .t '_ i • _./ �, (`•1119,1 vv , e M :Ncu55'Ct.ccui�' Ro6aufc�., I a ' - - , -� . Bruce J3evlin:Designs Q3 : 774-238-0.773 • rtl..e'T C:.Op'yYi t • �I�e�a:_%�'ids-;• i .. : . . � . . . . i • • .. :N-afro. .. Z.Alw RAP AN;+ jt. '..L� '�/ A l ,` _fr_./ • - .. 10' ` Alms y'. R (d'6 2..8 ;•'.�s O..A:'. tc�etL eava�� b"N?4N.'h�iAKeGra3' r i-,Ulr �- `-i�..Ek`T_:Ltt1l�"G1tLn,1._::�'��=<<o••� V� • i�� . ., � .. . . .. �\ inpvesr • _lxtlh..fcc�uu.S� 1 .��UM,t+..�R... ,; . .`' ' 1 - - ,' , — — A- x l ' ffl46 21 .Gam' � • It �,•• .©; � • '•• .. - • ' � ' Lm— M0,55CLMAw fffi olo .a Bruce Devlin Designs 174-' 39-0773 i __ �.�:�F.V.(—�T10�t,..1��b;.L�G.�.61ae".,v <v.'tt,O�7• u.�u.R� ......_ �e •--- _—..—....� � �•y ��,,� ,y�y.� i • JX. :rlyC•" -=-• 1.1 i��1o" ,,,,. • 77 jo ..{(S�p'VeSt4.•}��.5131'M.Cr.L Qla!]�t=::'".,_ .....- _ .. r. uyrydCl 1'4451•',6X7.WM�' � , � � - �r ��_•,'. '. .. . +, •, P` u:rrxad;x�w�tK' a.1• J i g o • '.. � •. , _. -�rn-ioR3'"Cil+Llr?.YX—ma�v,oa•u.�ti�1 �Tr• � . tQ ---- • iuce Devlin I:?esi 7747:238.-7-73 yrig�it = ,w.... . i .. • _ - , •. —7wd-- /M _ t0 Vi.' .� "fSr.xT46 C•0.'�tv�' - �, i b'�;• --• -5g. 'j��_.y . '. � __4d'816C1111f�'ai ' S�1tnPPc' W j ,1 '�_ •� _... _.. _ � .._. -L/irk Cl •p �A�l.woUT..Q�'.Odld�Si:...r_ s _ --��r&4n .. 0 g".i!°' I Cp" 6(ry!`. 1•b• I6'q'- ...5.�..2y,. ...... .. g•:O•' - b° I 6 ;1t• , _ _.. _... . O.tO77-7-7: 7.,-- _ • � � '� � � ' •� —,' � "� � '. 'y"2n' '.'G a« � .Ilia°' ^' •reY., •to •. .. �' �. ' W, Ij 4 • i i i �, '• •`�qs-. — tom_. �o• } - � ,.L. 1.__ I _ _` •I ,. .. 7 , t •-��.�..... .. i STUB Y_ .__..._ � I kR •_— $ nnrai:'�-cr"�c�mi°r>-Z•s•—YL_.�_ `j.' "'� 14%1 s'Co :✓d 1 '� :,' a . .p . �d•�:' �`.�. ... aci•': s;o� il:%�' ;,�'o'e'' '9 0•� .tc-• 6tia.^ ., " tom+•__ � '— ,' � _.�"' P'-- ..� "' '' � I. � _ •• 4.1. mr �r 'Bruce'Devli'n L?esiri 174-238-0773 .. /' Ell •'_..-.._.�.. -"""1.1 T`. I 1 ..V• • / G � 'i r'S' � �cp� t .y y, 1 � 1 �:aVl/l_ '�� N 7 �'• ,T_� .. e � .• .. ', .. , , Brace,�/ y v^yl]niyn D9.esi f 13 l , . ,.. 6AW OTl•.t45 4':oCytu.�.,L4 Li • �S115.N.1�•v�j I r17 6sa6 P06r;G4DenTai2'. < '<aWtc+v Cur)� {'Btf�.7y" . . 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' .. tpp+Pe�ydpPDPpnrRme � I i0m�b�AaBSr�n4Led)'• Q8 � }Tided SAl)d mwda di ,• •. ,1e �0qs Mted $404. 11100 aM td a 9deH d>P. ryaamrtoHaaa W . %ad , iM :1C,ogaamed0ga +19a e�a►r lamfam2 ' �0w + F -I fad d 110NDOW811i PGA aParTdOtkdl' ed , aie�daad` 9tbdPr � 'Bmuaa1kBda410d�A TTodiu dmtN - oVoriCaa; .., �.� +ON +a• ef41fildd A-.' ......_. .• r. ......rt r.....-.. g' $ ri`� Tdb ilOtlP OP pA .- .( dj IDkdadA1b10Mdwfd.gebloOY�I/adQ' 'Bd• h- led a"ddgalglfbtd •• • • •• .:•• •• - 1• ¢• t •"f6 `�" •4fa•oa. �r •N4LentP`oa (may iNtoaaBlwamod fIIohdetaWldtGma �'4d9dCq, u, tdrD'arntutrumPNIdPImIRtwo j e'f,.o a i. a •. •.+ , ,. 1 D0.1 I T 90• id a4°dmbn.°db�.•dns. dwt•Pa 6°po i+1 A. .1 i+� ro! �! >+8 odmrreeD.amtnd' IIdPPddO . q .TiAb31, '9. �r4r „ C3D? llhla.�, ND mtnlom, a Wa' WP�11r1Yddbpold ,+. •�. Tyr. Ta At8'a •: e. 1i +F� v OF _ altaiDPmD b.rdb. 4b. dro°db. db'. db..dtt.'db. D -_ � Nrq:. - _ odbicslP DdP eE t0d $SAW ITUd� s '• • • o o :' •K. • �,•..••;. ,�,.tyl,,, om+wd IM s'.da+r}�yd 5,a 2,t S,+ :� :+ �.� 0,1 •,� :� .,e ec•davma tad"t-50:0 �� adaool� TMGd1V000d • A ° • • • °• • e . b db 0•q. Ob do dN, Ob•.db db.°AL. I: PW - .,:�:.'•�.Alt' ( �NOdOypo� 0�g ', 4 dam_Ob. Se.�r. dr db.'d`. d+l. db•. . . ,1:Y .••.a.a�,••..•a 1"alPai le 't led ObdAdt2'Oetd'••• .faeh{41hER1' yam' red tYBdeele'/hdd . i afulPld ` � ' '' 4M?8o0eaiml toinl>tditgope w0eiad le papasbptiswD �Pa1BOforaddPhndnCWtamaea•• • mmmon tlaotmdplOPimdlb OaNia '. a800 Ndh Uahueafwfwta afhmO,.aD!<a at+tnlN!�aen i � ;. "` dhmghrRndequcddiR�+ad�h/dlheepmUbdi°B m�'heCunbwandyMn .• ' A��.' ', .. •(• - . . i• ems'--' """'""'r' ,:. SEE HOUSE PLANS BY BRUCE DEVLIN SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. FIRST FLOOR 60.0 ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE � o TOP OF FOUNDATION 59.8 FILTER FABRIC OVER STONE EKEMINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM NOTE NOTE: 2" MIN. WALL JOIST PRECAST H-10 THICKNESS REQUIRED BLOCKS OR RISERS (TYP.) PRECAST RISERS SHELF 2'm 4"OSCH40 PVC MORTAR ALL H-20 C� �o ,.: 6" MIN. SUMP PIPES LEVEL 1ST 2' 4' COMPONENTS os�/ ` o 12" MIN. INT. DIM. ENDS (TYP•) INV'S EL 54.0 SIDES °mod Teter 55.0' \*55.8 t1z o" TEE °°° 0�0� O ®=l® m®DO 0 -0m�0 j4,78' TEE 1500 GAL H-10 ; o o A o o a o 0 0 0 0 SEPTIC TANK N54.53t >°o°�°�� 00�00�®0�®® �P r °°°°o°o°o°o WATERTEHT D'BOX O °°°°°°°° °O°O°O°O a' LIQ. LEVEL °o°°°o°°°o°°, °o°o°°°° o 0 0 0 0 o o o o o 0 0 0 0 0 0 0 °°°°°°°° .Sjll[baCl ACME OR EQUAL GAS BAFFLE o000 0o"o_ o 0 0 0 < m=1mmm=1mmm �O�0��0�00 0 0 0 0 FOR LEVELNESS �`' 00000000 �D�D�OO�O�� ®0��0�� :°o°o°o°o 54.37' 54.2' °°°°°°° 00000000 Pond ° ° ° ° ° ° ° ° 5 2.0 _ 4 Locus o0o°o°o°o°o°o°o°o°o°o°o°o`°o°o°o°o°o°o°o°o°o°o ''°O°°°°°"°"°"°'°"°°°D°O°O°°°"? "."�°°°° 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. (3) UNITS REQUIRED ALL AROUND PRECAST STRUCTURES 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [2]) o �b 0 ° 2.5( % SLOPE) H-10/OPTIONAL H-20 ( 2 % SLOPE) H-20 ( 1 % SLOPE ) WETLAND EL. 44.0t FOUNDATION- 42' SEPTIC TANK 8' D' BOX 20' LEACHING POND EL. 39.7t LOCUS MAP FACILITY SCALE 1"=2000't ASSESSORS MAP 124 PARCEL 12-3 4 ELEV. ELEV. ELEV. ELEV.. 1 LOCUS IS WITHIN FEMA FLOOD ZONE X p" 61 .22 p `V 60.15 p 60.08 p (AREA OF MINIMAL FLOOD HAZARD) NOTES A A A A LS SL LS LS DATUM: NAVD '88 1. DATUM IS NA�V 88 1OYR 3/3 1OYR 3/3 1OYR 4/1 1OYR 4/1 2. MUNICIPAL WATER IS PROPOSED 20 59.55 6pf 59.65 6pp 59.58 6 58.71 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. B B B B ZONING SUMMARY 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS SL SL SL SL ZONING DISTRICT: RF DISTRICT TO BE AASHO H-10 OR H-20 AS NOTED. „ 10YR 6/6 " 5758 10YR 6/6 10YR 6/6 10YR 6/6 56.21 REQUIRED: PROVIDED: 5. PIPE JOINTS TO BE MADE WATERTIGHT. 40 57.88 32 57.48 30 . 36" MIN. LOT SIZE 87,120 S.F. 142,341 SF MIN. LOT FRONTAGE 150' 150' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MIN. FRONT SETBACK 30' 132.1' 310 CMR 15.000 (TITLE 5.) - - MIN. SIDE SETBACK 15' 79.0' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO C C C C MIN. REAR SETBACK 15' 150' BE USED FOR LOT LINE STAKING OR ANY OTHER PERc PURPOSE. PERc MAX. BUILDING HEIGHT 30' 12' TO TOP PLATE 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. M-CS M-CS M-CS M-CS SITE IS LOCATED WITHIN THE RESOURCE 2 AC. MIN. PROTECTION OVERLAY DISTRICT 3.2 AC. O.K. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND 1OYR 5/8 1OYR5/8 1 OYR5/8 1OYR5/8 SITE IS LOCATED WITHIN THE GROUNDWATER 3 BEDROOMS/AC. PERMISSION OBTAINED FROM BOARD OF HEALTH. PROTECTION OVERLAY DISTRICT <9 BEDROOMS OK 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE SITE IS LOCATED WITHIN ESTUARINE 4 BEDROOMS LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES WATERSHEDS FOR POPPONESSET BAY, <12 PROP. OK PRIOR TO COMMENCEMENT OF WORK. 120" 51.22 120" 50.15 120" 50.08 120" 49.21 THREE BAYS, RUSHY MARSH, AND 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE CENTERVILLE RIVER REMOVED BENEATH AND 5' AROUND THE PROPOSED NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED LEACHING FACILITY. PORTION OF SITE IS WITHIN PRIORITY AND NO WORK WITHIN 12. CONTRACTOR TO COORDINATE ALL UTILITY TEST HOLE LOGS ESTIMATED HABITAT/SPECIES AREA PROPOSED CONNECTIONS WITH APPROPRIATE VENDORS, SCHEMATIC CURRENTLY 1-2018 ONLY SHOWN. ENGINEER: STEPHEN A. HAAS, P.E. WITNESS: DAVID STANTON, RS • LEGEND- DATE: 1/31/17 99-- EXISTING CONTOUR PERC. RATE _ < 2 MIN/INCH OWNER OF RECORD X 99.1 EXIST. SPOT ELEV. -[99]- PROPOSED CONTOUR CLASS I SOILS P# 14946 STEVEN E. & ROSANNA TA MUSSELMAN 17 RAMBLEWOOD DRIVE (98.4] PROPOSED SPOT EL. NORTH EASTON, MA. 02356-1713 TH1 h� a TEST HOLE pit YYYY BENCHMARK: FIRE HYDRANT �• 2% SLOPE OF GROUND TOP FLANGE TAG BOLT h `�COL) 11J� P T �O �D ELEVATION 62.66 NAVD88 C � UTILITY POLE gOVND 1 REFERENCES I FIRE HYDRANT O CTF. 212347 NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING tiY 0 0„ ,�,g 1 LCP 42121-A (LOT 3) C.B. FND REF. DB 6372 PG 25 COVENANTS TH Q (20' SIDE BUFFER, OOC WITHIN 100' OF POND, ETC.) #1 DB 6372 PG 155 PROVISIONS Q0 60 UTILITY CLUSTER NETT & COMM ELEC. DB 6484 PG 250 6 ° s S� FFER R.O.W. DB 521 PG 445 ' • � I N Z T E� CEAR�N B - H 2 #2 ' 10 O _ _ - - CC R `. 5 #3 SYSTEM DESIGN: /g I� GARBAGE DISPOSER IS NOT ALLOWED #4 v o. TH _: � DESIGN FLOW: 4 BEDROOMS © 110 GPD = 440 GPD m USE A 440 GPD DESIGN FLOW CD o ."� w SEPTIC TANK: 440 GPD (2) = 880 / oho Iv SHED USE A 1500 GAL. SEPTIC TANK �59 D :.:::�� :. .:::: w LEACHING: J SIDES: 2(33.5 + 12.83) 2 (.74) = 137 GPD BOTTOM 33.5 x 12.83 (.74) = 318 GPD / TOTAL: 615 S.F. 455 GPD S� / :: : Q o I USE 3 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) ............56 R 'ORT WITH 4' STONE ALL AROUND 55 � , M A D PROPO ED A DRAIN .:':`.;::'�.•. .. APPROVED DATE BOARD OF HEALTH DWELLI ::....... .: :: ::: .....::.......:.: :. TOF 59.8211 � �` : : I ,X4 H- ..:: OUN cs 00 LOT EA 142,341 _ S.F. 58 �52 3.22f A UPLAND) S / \ , / 50 0) / 48 \ a 52 CD O I� 5 #i #2 / <" O \ /IP FND #3\ 00. / / .0- TITLE 5 SEPTIU ROUND POND A GREAT POND I T PLAN / ( ) OF 131 ROUND POND ROAD MARSTONS MILLS / PREPARED FOR off 508-362-4541 fax 508-362-9880 °F"'ASS 4 of Mgsss STEVEN M U S S E L M A N � downcape.com © / . . . / �T'o` DANIEL y�� T;�'� DAtQIELA. down cope en h7eering, iac. / oA ifs °VIL 4-9-2018 No. �, No.46502 civil engineers •� �� land surveyors #6 / `q�✓Q�S vti� �SSG,NA�NG\ Scale: 1"= 30' 939 Main Street ( Rte 6A) - -� LA I- to..) YARMOUTHPORT MA 02675 -" 0 15 30 45 60 75 FEET DICE # 7-045 DATE DANIEL A. OJALA, P.E., P.L.S.