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0671 MAIN STREET (COTUIT) - Health
671 Main Street It 1 Cotuit �4 A= 036-015 �E A VI No. 4210 1/3 I N ESSELTE � d 10%� �J1 ti �s II "__ Co A, 4JA p TP 7/ O- P _ r c � a H \ 37h 4tiet ' � t r _ I feu ry I I�PR'+ `-- I {�•Nv7 2e-x. Nc.f-r 4,Trr sceLe:I�p r-o• �('�OM7 .E:C.GVD:i IOP{ • .'VOIWXsicWloHt - 41�' - - ��`IosrT7.".r .- p.iGu�vrnl I c I � iI : eppic..ras I c 7�1 - f �—cronnF��siNa tea•,--y .. Ll 12 .- I I I nprcc+r.:nH qr. I I I 4=: --4 lu•m Ceu c.� I I I I ._I�5'_cxG,r—/ .. IL I Pen,r•;n emHr:::zo:z �.c�'a I -�-a _r„iPr.Th,. I '---� % J-'16N7:SfD� �LeVGTION --- -- — ---- -----�-� m,•. ... BUILDING #4 ;tOe� rt�rlsroNs FDIMEo 6 e.;. ASSO Z I�TI 11? r { t°r_S�L2 � S �ssoanTEs:n+c iNGL6 UNI7.f�Ull.rIING :. '- AgOM17E0T9 EM B OINHEH �2 IO ,.. bfGO:L'S`LE�T.:G3J7vl-f Mb.._ ma rAlr:eT11a4i.. � ••;nd 166s� A2.0/aYILCLLIG - eieo - eTOMRMAr NAfeAc de T,,a I ,�� -.. a 42 e 42 l d I ---___— �/l �� S. -IT B P - N _ LnP�y:G6 Llvl 6/71NIN6 5'/f.wrsse-uVr W�IH_IM. � + u 0 s _ —.. — T 5/xY' - 16v .illvvc 6�4_ _I•h-o"''d'___-- Y^ -_' :t--,1 urrrp-. 3.h.14 "hFni`ooM I I-- + 1 I PmF I I I A A ¢ i l4'� � ._14._e 28's• .. TLTGV p�Atil-!"-� _ N GFG �a Ftcx l Art 0-11T IE_. S�CON D F'L-nOP" PL4H FJI°-,ST FLoo l'� Pl D N �IF�T FLG�F 2- 5r 9ce,LF_:!�h'.r-e UNi 1N�3HrsD ATi1G: 4 20 s� rxo�ecrr - _ REYt910N5: .a..r •re"..0 -.. fe.e.r.ne. w„ PET-ER.F DINED _ �� 8 ZOTIl! t n EETBE-SE NOIcNE. .BUILDING#4' ARCHrr �JTF'GlE:LcIJ-'f:_17.W!-o1N.C. 3 iY� - SD7n. M)br. .. + +ea rAlN erxn!♦.. exean TT-.ox e0 'Al- -ST14�>�. uT-r eroxnxAr.�lAgJi + ... ,.cj7..aa�eTra=b�xT-q'tir+ra:[g:�irl aa' I - t ,30 'j'owjl ( Ija z nstable Viry Del,nrtrrreul oClLcllory services I I)nte— runr,erarrtX Public 11C.-IR11 l)ivasior� "'A"" 2UU Main Sheet.liynnnis MA 0760I Da[c 5chcdulcc( �lt� Fort Suitability As'sessriient for• Selvage Disposal • � WimcsscJ Uy: I'mrormed By: LOC.�'.�'zON& GEINFRA. L INFORMATION P� cation Address r,o Address �- Assessor's Map/Parccl: f Cnginccr'a Namc 6 W v- J , Ttf;PAllt f Telephone NI;W CON.TntU(r�'r•1ON - r I and Usc GL' Slopes S J 5urfncr.5lonas �'��- 3. ' �!`00 � �i Jv R Drinking 1Nntcr Wcll ��` -' R U istattct s from: Upcn JVnicr Ilorly rt 1'ossilric Wei Arra . r! ; �, R ,`/,. O (t Olhcr - l)rainage Way _ _ ___ll• Properly l.in{: 1 r ,SZ{,�TCH:(Street name,dimcnsions or lot,exact locsrions or to t holes&Irne tests,locale wetlands in proximity to holes) dp c- R, Y� I 7q • r,Fy 17 1$ •,- 16 � ,30� ti `- Ou '51AL ,TPA ? Depth to pedrtx:k ��G0 Parent.material(gcdlogic) • Pit Pnee Ucpllt to Gronodiva(dr- Sianding Water in liole �� - — Wecping(tom EslimatcrlScasonali((ighGroundwaicr ����� � DA;TL AIINATION��OR SEAS O,iNAL 1-1 WATER T1lJ3L � Mctlrori Used: % In, Ucpl11 to Soll 1t1o1111!9:_ - Dcpllr tybvcrvcd standing In obs.hoic: fr•; — r�^{n, Uroundwntcr ArjlnAlntenl Depth loiwecpinp,frnrn side o(nhs.hole: - ArU•(acler,..._.-_-. Adj.((1'uundWnlcr IeVaI r Index Wcll fl - Reading Uatc: hrclex Well rove►__ Gbscrvalion 1 E I 11111c lit 9" Depth of Pere -- Start Pre-soak T ime.0 Did r're-soak I . Rat,Mhi Itneh i / - AJditlonnt Tasting Nccdcd(YM) I Site Suitability Ass0smcnt: Site l'asscd �✓ Site I'aiird! -- Jac Completed on Back Original: Public 1(ch1W Division O6scrvalio,J IIolc hale To ----- ***If percolaijibr) lest is to be con(luc[e(I wi[Itirr 10U' of wellnrr(i,you rnrrst first notify lire j l� Barnstable Ct}t(scrvatiorx nivisiolt lit least orre-(:()week prior to begirtnirrg. IV[� t .� F 1 1JI! a` lI1S,51b`1CVo1 .riUfV 11ui,i:, 1,0Ci liui( !f tkplb from _ Soll Ilorizou Suil'I•cxium :Soil Color Soil Olbcr Surface(lu.) (USDA) (Muosell) htottling (Struclurc;Sioncs,nouldcri. k Cc rshterley.%(!raven F v -- I :�)1T 013SERVA 11'ON HOLE LOG Yrolc W Z Npth fioi» Sull llu(izoll Suil'Icxhlrc Sol Color Sail Other Surtace fill.) (IJSDA) (lvtu»sell Mouliug (Structure,Stones,Douldcrs. ' � r �rrr OBSERVATION HOLELOG 1'rolc# 3 Depth fiuur Soil Ilorizoll Soil'lexlure Suit Color Soil Other Surface(ill.) (USDA) (Muosell) Motlllug (Slniclorc,Stones,Boulders. Consistency. Orgyel) F- � : ` prrr or;srizvA r1ON11ora.? LOG Dcpdr fiuw Soil Horizon Suil'fcxturc , 'Soil Color Soil Other. Sul face(in.) (l1SDA) (Muosell) Willing (Struclutc.Stones,Boulders. CIL ^ -2, blood(rake Ruth Man:_ Abovc Spo year flood boundary Nu _,__ Y" v Whlifu 100 year boundary No✓ Y4s Wilhin I00 year nood wilndary No �! 1)eullt of NnLi ally Occnrrintr I'ervlous lYfatcrlul Rocs lit least fir it feet of naturally occurring porviotis naterlal exist in all areas observed throughout(110 area prol)qscd f r the soil absorption systen►?_ Y /_/* If not.what is the depth of naturally occurring pervious material? t ertiflcuti_i__iu 1 c I certify ILut un, Azov_ 15 (date) I have pass if Ill sAll CYi11l1i1I(rf examination llppfOVed by the Dc rarluleut of tnvironmcnlal I'rolecliol,and Ihat Ilic: above analysis was pertirrnred barnsistent with . 1 t the rcquire(1 tra(uing,expertise anif experience tlescribed in 310 CAM I5.017. • Siguatura Date QASHI1'17(U'LRRCIPRhI.D0C ( 1 I iisll . PK umws Ai a•nc i' s70.74'ow / leni,H5OH0sleum tnRas s•ac 5 mrax I\ NaENWM'E &IN ib+4w >ti." 4 Y r i v� '_ I i PAm m,P°P""ii ' °i=s '�•■e�artF.cr�m•">'x'jne*'zn" 1 ' p . IN i I U - \\ } 1 \s° ems ] vu a'�4 ■n„saN IM• 11 (iARf1Cf cmr \ �o:�'—�— ` \ 1 A/eA e0em mrz m■1wrAe¢n w xAiuRu sTArz ;' ss �"'t I, $ __ _�sas7 tsi \ —'T 4i IN iwei.`r'o"iess x _ \\ �`, m+oc se•u w�m u„m w i � i` �„- Fa+ b � "NIT, \\ _ 1\ a'�x`\s•e�snut iATciT Ni4 j I .. y#e 'rr t, e•' `x` s �'.n. o \ �m.s] B'� ,�. r °' v i exa m�\ \\ `\ I Ay"�"x zt•a] 'qe`7 .�'\�� � a`kr;T�`"_+�. i�aamau. o® `1 e� .e $. �`''•y us';`m'S' I i ro .e \ LoALACR CONSERVATION TOTAL ACRES / .•�/l +��r r`i 7 v.,;v ���,1 1_ � s""m�u+`j� �ti.el it �:.P:,�r 4rFII��-.t"1y..3$,�a� A°�smlP�.Avie�9c"�cwm�n+'sysA�ffsR��t\n°�A t"�.IIi��''lI'i1 1�(D � < ` EASEMENT \ - \( i � 4:: -- -_ts�.s - -_ a,'sa.'fsan xm•�•umrao. [s¢.+ I 1.05 ADRE RESTRICTIVE EASEMENT\\ \ / r [sn4T n] .q 1 4__ -- I j ag FOR COTUII'VRE DISTRICT/WATER DEPT.\\ \ i0lgwa'IYe[ er \\` 9 - dS r,r,m[s1 o] cAVA¢ b,z '•y1 II 3 \ \ e mIT +x rux auc ue `\ \\ mg ————— \ . �.\\ mrsnuena �y�� \9r _—�E( \ \ ` j P,t(P09Fn Styli �'{K i• tml I �_j4a _—..—_—.--�� `I \\ \ ` ♦\ \ \ \\ , a•a rtx¢m■ \ ff,) 2 amp I u„A¢ , \ �.- uuv—Tn s1 ■ V �/ ; \ marorAvcr. \ <____ _x�__ \ I x _l PAm _ 1 \ o• PAm ___c___ ___ _ I ___ __ P trial 1 • 1 1. _ _ \ zse.m' 1 seazo• m `as�nsZ 1 sa�11 \\\ \II , b ay.,aY6wun frt`.1 m soar avAn a twrcus H N ant vnnus'x n 4 uAu c2xr i I Sae 1 1 busy awx v e NawA2l:uPaE A i IN 1 mnar uA P2aas \ \\\ � 1\ \ II vau„ I `GENERAL NOTES, '■"`m.°'c - 'x I.saovac ws■,I®a..o„n of � - \ m a,p j,am M 4 °_ BAY POINT a.�w„�w> . ...®m■ ®°R P� TOWNHOUSES o ENarzra,�E . - ww,, GRADING&UTILITIES SITE PLAN Omwt®,EAolwc wr _ OF LAND COTUIT (HARNSTAHLE), MA _ PREPARED FOR r>_virt�nneo avu.�nw smr:rmr iam wm Peu xvr ewe.a ZZA V ___ ____ mwostn gxm N/N„nc _ °'�1-•sir.��°1`41N.°Pu � Q° �p„�„m.„„u„ - - PLM BUZZY, LLC `�• m "'•�v'®. ,,,,,c10p:" o"Ow°''F ___ ___ _ 2604 ELMWOOD AVE, SUITE 352 LOCUS .r■ ° p0$1v1G m1O" - •�t ROCHESTER, NY 14616 a r+®m.m w�c mp m iY _{•el— wmP®cvr,wx F (:oluit awn MD 10°mac �`•'' - A ox sseae2-4s41 #671 MAIN STREET,COTUIT,MA a.sa,v""o w"rt.."O1wim.cKel"1 soe-sex-seen Q ,m Pw�we m rsmrs D-Y —e_e_ ��sExm as _ Y SCALE:V-20' DATE 11-22-04 eT OenVUNw vme vP„ai u0®m i rt e Ewncapa.cem O ,° —c—c— own Cape engineering ins. REVISED.: 1-19-06 REVISED,5-30-07 maw REVISED.:4-6-06 REVISED.:8-19-08 „moo ®°�0■ - REVISED.:2-27-07 REVISED.:4-10-09 civil engineers LOCUS MAP xxm pvxnwrt x PRro land surveyors REVISED.:4-5-07 REV SEO.:5-8-09 9CNE t•=2090' m,mvpva mwa®mwnr e%jai�aa xAiW u¢aREVISED.:5-27-14 O 939 RhIO Street(MA 6D Smlw l•_2y REVISED.:6-6-14 OAIE 0ANOT A OCONS P.E.P.LS YARMOUTHPORT MA OT6]5 ASSESSORS MAP O36 PCL IS O P„wag0 awa OEwmui - ° �° sa m w m,ET'i PERMIT SET-NOT Fat CON9IRUCTON SHEEP 1 OF 2 H,yl RGa W.wy:a FIAII.K, U,PJ m RA.9EKF ,I.. DER — e T1;MN _ _ � ' (m,yw�m wG 1A,RxIM wR1 1xt ram �— �1rA /mF�Tm-ruTm oul4T---------- 0O1 �aF as asa vm oLoi sma 1B-MIN S:EEVE ILL WAnR S� CR0951NG9 SEE PVN iFiuw �'., H-20 FASi CHAMBER - KY KI,F � '.�ia0 xmC°lynx wVvrt uawm. Al ]', ( J000 GAL SIZE) 3 Ia..Aly AEv.. wATERPRDOF/'MATERnWT .r AT a B� '�y� :^a Ong w. r wx.I,mA ____ wm O,PJ^• I,EWR'Dxn SSG-H s rt s tG PWa m aTRxv-aeon euvAmn m eE ImnJs�wP.DAKLTFR TFR 4r+mm surAa . Sos ELEV. ETEV. DRAaILE TN BY DCE(OF) SEPTIC PROFILE y_ 4 6v}• 3 4 60.9' 1 Q Bf.]' ,Q Q s1.9' 4 4 No ToxN wrmEss m.enaL 0m1 tm SEPTIC SYSTEM DESIGN DATA A �2 NPI 1°Q.` Tif1E 5 SEWAGE ROW DESIGN RAW:RESIDENTAL-MULTIPLE FANIIv (11D GFD/9E'OROOM)(1]9EDROONS) 14b GPD DESIGN FLOW LS LS ES IS LS SGE IN ZONE 11:IOT.513 SF (660 GPD/40.000 SF)- 1J00 GPo-OWED PSR 310 CNN 15.214.OA.WON GENE—OFNORF1GTON I/A l O1R 4/3 0YR 4/2 lOTR 4/2 10YR l/2 I9,R 4/2 �ppy O,PJ xD CNI9AGE AUOWEO 12' 49} 12• 49.9 M112' 30.3 12' S0.9 IY SEPTIC TANK:Di1.T0O—(]WM) USE 300C GA.TANK WOH G.S-O K RAW COMPIAINIXf PER FAST GENFAN—NIT -USE FAST]000 GLL,H-20 TNIK B 9 B - �_MmY l5 l5 LS LR LS 1v CNW9FA-u0U2E]50O GN CMAOry WRH DUPLEX R UPS ANO 1J0O RESERVE DOSES/mn ♦10 GAL IxCL DPA1N K 6/J 1-6p10YR6/710YRfi/76/J A- 0 �"10011 UUSEC17 CIAO RS FOR LEIOIwG(UOUZE 0.T4 GPD/SFGLL B32' 483 31' {B.J 32- 4B3 ]0' eAtLEMHING:14]D GPD/O.TSFPO/SF-19]]SF IFKNING AREA REWIRED. / USE 6]'K 24'PRESSURE D04O IF-.OIING REUD-1.992 SF 60H.vt 59' BORON GPMGr-93'X 24' 1.992 SF K 0.74-I PD O.K. C C C C K 1 MIN/INCH URE DOS S NS m arm AT mna v. USE YK:mFASf I/A SvSTFAI(GFNEML DENDWFF.,MMi PERMIT)AND4P1✓£4 ' mGLEACNING AS INDKaTEo ON PLAN. M6 MS NS MS INSPECTION PORT DETAIL - 120• 25T]/5 ]41T HOME 25Y 7/S 25Y J/5 25Y]/B 25Y 7/9 - TEST HOLE LOGS Y NOG DWATER EN NRRED ENGINEER OANO S—S'RANDY,RS 120' 40} fH' ]B.] 1M• {1_9 WIMF55:DON DLSMAPNS,RS NO GROUNDWATER ENOOUMET(ED �A' m,Y AwM sm. WTE: 2/26/07 mwK®ff � '��{�; l warv0O1mn1Di4Sndae",mlo � -IA 01a[ 1F-6. 2 MIN/INCH ORIFICE SHIELD DETAIL "�'"/�• � SOILS PI 11632 � m'� xvr m tu[_ mMe.mvr[ d oosl slum a . TRENCH CROSS SECMON A-A MIRZ LEACHING FIELDr SECTION A t„PJ ab x9x eAaWs ��00+?)g+'aMaao�v a wam x w� DWJ ........ .... ... ... . .... s'""�.n %E J � ��a.a I"a».m a mxL ;v:,:\�����../�.. �'����•��^��,.. �»�a mxL a.>o�Tm, m yw.«a J.x.A RAIN GARDEN m°`' ROOF DRAINS W/ OVERFLOW CATCH BASIN BAY POINT NOT TO SCALE DRAINAGE SYSTEM DETAIL. o '� TOWNHOUSES Q D' DEFAII SHEET 70 ACCOMPANY SITE PLAN PUMP INSTALLATION OF LAND IN COTUIT (BARNSTABLE), MA , � yvAWHx�Gz" PREPARED FOR �d it x.F®Pm aWa Fa,THE a,N�'IF1 rs A�'AL""AaE�'AT`°°',1e'"s1 REawm Fo.R omM,mRATKW F� , PLM BUZZY, LLC r Rra��xun Mdf ma Ne" W./ NTOaAUHT m CAPACITY-GPM 'a 2604 ELMWOOD AVE, SUITE 352 PUMP CURVE FOR MYERS 3WHV PUMP ROCHESTER, NY 14618 ��a P�n ax n sn. 1671 MAIN Sl AEET,C07 UI7',MA ,-' ¢m x1M Ia1{xmT uuml ATE FaLAwxGD a:AT '�" /�I aH SOB-]62-151120' SCALE:1' 9- DATE D.-5-304 11vm L•ywrAT w,su x r Im m > _ Pure T earn REVISED.:4 -066 REVISED.:5-70-07 �A a( Puuvs mtRATE m NiwxATc wuP cepe.com m REVISED.:4-6-06 REVISED.:B-19-06 PAVEMENT CROSS SECTION down Cape eegineefing,ine, REMISED.:2-27-O7RLYSE0.:4-10-09 REVISED.:4-5-07 REVISED.:5-8-09 TREE PLANTING DETAIL RM a L,r ARM civil engineers REVISED.:5-6-14 i i d SurVeyOrs REVISED.:6-6-/4 Ior m r.NM Hw1 wA AU er wuP FALux Is(nEc@iwcxGr ssmw®j u1s a 939 Main Street(.Rte 6A) YARMOUT PORT MA 02675' 04-3(M ¢Gx wA TE Z 1.mWFlG2 M'uWµ¢Im�iaais9im�Gr DATE D.I.A QI11A P.E.PLS SHEET 2 OF 2 `jCJ 'I'vwxl of ;��>Luslaule pit C) �— y VIE Depar[tnen[o[Itcl,uin[ory ' S rlAarerArlr� r dlUi)lic x�c.>t([i>i alivisora it)at�_ HARA b 200 Win Stlecl.II•ynnnis MA OlGt)r rtniiw'I 'I /Q� �� • aeo ' Nine Date Scllcdtlletl ' t Sail Suitability Assessi ient,for• Sewage Dis,�-1 witnessed tly: perrormed By: LO CNVI ON & GENERAL J.NFOIM I SON t ocatinn Address -J— '��t �� Address Assessor's Map/Pa(ccl: 3t� J`J Cnginccr's Natnc 6 w v4 aft - NI;1'>r CON.577tU1`6',1'ION - RBPAIIZ � 'rcrc hnnc i }� 5orfacr.51ont o /L' _ Und Use LA 'yi/`� Slopes(7r)�<!_`�_ — ' Drinking Wnlcr Well 5✓�F n rl t'o5sillic Wei.Area D' istances from: Upca Wnlcr Jlaiy j ' >r��:ter,/ t `�`CJ f1 Olhcr INainage Way,___ —It I'roprrly(.inc :` i SzmTCH:($free(name,dimensions of lot,exact locations of tell Inllts pet tells,roCAIC wetlands in proxrinity to bores) / " r T4� M 1b• 1 � WO tr $p 1 s9-1 1•��µ. WC►-L 12 aen lbw• vi r Parent material(gcdlogic) C. Gk brptli to Dedrt>rk /A'' rtf rna� l- weeping rrom Ucplh to Grouadwajdr. Standing Water in It(ile i Usti ilia Icd$casonaIYjighGroun diva lcr j'` r 1' U��'�LZZ1I��NA.'J'JON JF OR SEPAS ONA L HIGH WATER TABU s Mclhcxl Used: I In In, bcplil to sell 111ohles:_ fr DCplh dbacrvcd standing 1"Otis.liolc: - Ilr Uroundwh(ef AtIJuAhtlt nl — - Ucpth loiwccping frmn side of obs.hole: - AtQ•GI'vuntlwhler Level,. ! index Wcll I! RcacfingUxh: Index WCII level_I, --- Gbscrvalion I 11111c Ito 9" I(oic lr - • 'rime al ti" ,.,___._.•-- -------�• �y _ Depth or Ilere i 'lime(9"-G') - StartPrc-soakTirnc•@ Did pre-soak Ralc Mitt/Inch �'/ '' k f yj Site �-- Additionn(Testing Needed(YIN) Site Suitability Ass0snictil: site Passed i . i Observation Hole Data To Jac Cornplctcd on Back original. Public 11ch1W Division ---- [[percolal�ibll test IS to beCOtI(1UC(C(1 STI[IIIII .I.UU' ofWCtIalld,y011 Illlrst first r10tiry the IlnrnS(ablc C405cryrltioll Divisioll art least ollc.(,[)1 eek Illior to )rcginnillg. 111s1.•IJ OIJSERVoi. ,11..)fY liv.JJ 1JUCi liulc /i_�� lk ul,from Sull 11tulzon Su►l'I'cxturc Sall Color Sail other l i 1 i Surface(lu.) (USDA) (Munsell) hlattling (Struc'lurc,Stones,nouldca. Co Isl IcacY.9C,(leaven 0- 1 3077-f G !5 ky? r U?,P O11S1',O1WAIION ROLE LOG ► Soil'1'cxturc Soil Colo!kp dl hoot Sol', r Sall Other Surt�ee(iu.) (USDA) (Munsell) Mouliug (Structure,Stones,Boulders. .0�� � C4"y1'� ..`E'7 ` @��wi'rJ � / lf✓ •f��jL• l 3 1r NLOB� � rr : Yrfllt;# 3 gcpll►flout Soil horizon Soil•lexlurc 1 Sail Color Soil Olhcr Surface(in.) (USDA) (MnaSCll) Mottling (Sintcitlre,Stones,Boulders. c nsf lac Qrav;l) ,nrra'L'O1;S fJ•4�L)`�,10 .i•0!J{J, �JIJ IJ K Troll;�� �! Npol hum Soil Horizon Suil't'cxturc 'Soil Color Soil 011icr Suifice(in.) (11SgA) (Munsell) Moijung (Structure,Stories,Boulders. "�F �C) L J? -L:71 Flout) IusnrunPe Rato Man'_ 2 Y ' Above Spo year Dorxl boundrry No Yes Wilbiu 100 year boundary No I/ Yoe Witlrin 100 year float boundary No Depth of Nadi•ally nccalrrinb Perylous Malcr!ld Does at lcast fit tr feet of Naturally occurring porvio►is natcriul axis(in all areas observed throughout the area proposed f if the bail absorption system? If not, What is the dep(h of naturally occurring pervious rnaterlal'1 f urliflcutinn t °`I have passed the soil cvalunlor exan►inution approved by the t•,le I I r,crtify Ihut on.�_ (t/ ) 1 Dcpartulcut of Nvirol►lncnial protccllon and that the ubovu analysis was I of Irnied b j�consi�sient will► . the rcrluired tralning,expertise alldrexperience dc5cgbcd in 310 CMR I5.017. any FWLIVA Date ter"' 1 ' Q:�seri�cu'L'R(:I,Ylltbt.DnC . COTUIT CENTER RESIDENCES. 671 MAIN STREET, COTUIT,MA BUILDING #3 GENERAL NOTES ' .BAY POINT`, LLC � ;«n[Spn ...N.ne.a[,::�p�to� 29.7 NORTH STREET 111 f ' t.. acp ft ,� p+rr HYANNIS,- MASSACHUSETTS' , A:° anllaln9�:a:�.ett.srn ' s pre• etlpnene a e per preecf• 4. [p hell p eapl _ pr ena crease. • _ arl:l� `ppen:� - rrf elpn.. ' - 1 ovine fne temm�r°relntenavOpDlr[ e11 - - er+. " eefenefnelualn9 r �_' ' ' ee[trlel tr ena celepnans.ena • PETER F. 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J,y1 I 5 2 _ \ f9999 I 4 Hk • - �SJ��3, I C .I 0 _} --�_— .A iO .I.7. o-�i7f6 '.'.�_o yL .J'�7 ..I'�� •Q• n C I I Yq fl � � i I{� f-•-.n 4f'2..�. � u �KIh�.2 �. IQ i A •� Fy'F, IF I IL pAL I I �� __—___—_ I I I I I I •i —I I � b _q 4 �' ly . COTUIT CENTER RESIDENCES '671 MAIN STREET, COTUIT,.MA BUILDING #4 -.BAY PO I N T, LLC GENERAL NOTES pc.eAla�e ctlon a Prime venal to II- e"eT�.•i cal J°°t.eie[li�oy4 aner t 297 NORTH STREET, . ao:atn: "- .. a Curi:efa HYANNIS,. MASSACHUSETTS A ° �:o::`::` .n,ie •°"•a .,e. Po ..f... ln.te. eeerark�.. .. n..c«1.1cr.ne cvl. en.. PETER F.'DIMEO A4: ASSOCIATES, INC ll a :1: : n> a:,�a�: ;� fnci':.� c oviov.i Y°e Oyrovee E •`n:� ARCHITiCTS-ENGINEER$ 1 o evPif erY Y.<1.fil.c I 100 MAIN STREET . °I STONEKW,MASSACHUSETTS 02180 .rt.r." ::e°er:oi,: ° Cotuit II 1T_L.781438 0900. °r: Bay :1..n.I.ntr:2:i;: °. ;'llncPPi,ae"i.inelns. Lef.tl.n..`"•. 1._ LOCUS MAP scue r-spas ,`u.Fiul�l T . Jr 1. Massachusetts Department of Environmental Protection ` Bureau of Resource Protection Well Completion Reports Well Driller o` Please specify work performed: Address at well location: New Well Street Number: Street Name: 671 _ MAIN ST 4? Please specify well type: Building Lot#: Assessor's Map#: Monitoring �� ' Assessor's Lot#: ZIP Code: m r Of Wells: 27 Well Location �.BARNSTABLE- (.v 1.0 i I In public right-of-way: GPS (GPS for the deepest well) ! North: West: {E[p^'f`°Yes t7°No 41.62307 70.43697 Subdivision/Property/Description: Mailing Address: click here if same as well location address�1 ....................._._................_..............._.........._................................... .- Property Owner: Street Number: Street Name: 2604 ELMWOOD AVE City/Town: State: Engineering Firm: ROCHESTER NEW YORK PLM BUZZY ZIP Code: 14614 Board of health permit obtained: �Yes �Not Required Permit Number: Date Issued: r 11 a� Massachusetts Department of Environmental Protection p Bureau of Resource Protection-Well Driller Program Well Completion Reports(Monitoring) t .......... ........................................ ........... .................................................. .................._._..^_.._.._...._.._.__ ..._...................---...__........_ .............. .. Well Driller - Monitoring Form DRILLING METHOD C •,-Cverburden Auger r iedrock Choose Bedrock- DEN LITHOLOGY ...... G,WELL LOG OVERBURDEN__...._......._._........___.............._..__._........._.._..._..............__........_....._..............__...... ,._ ............_....._............._.._._............_...._...._...._..................................._.._.._....._...,......_..................__..................._................ i I Drop in drill Extra fast or Loss or addition <,:From(ft) To(ft) Code Color Comment ';IF � stem I slow drill rate of fluid -f i t 1"....... _.._......r_ ..... 10 20 s C Fine To Coarse San :€ Brown YES NO ...Fast Slow... ..Loss Addition i _...... ... ...._.. . _.._ t ( f f" r C (20 (35 f Fine To Coarse Sani I Brown (=� [� i --.-V L. j�L�_ ._..,.._.�_ it I YES NO Fast Slow Loss Addition ............................................._._..__..._......--............._..................._............__........_..._..................... .......................... }.............................................................................................. 35 14' 0 i! Silty San d , Brown YES NO i Fast Slow Loss Addition ((40 53 ) ( e To Coarse San Brown i j)j k .........._.._� t. 1 C... ..........................._. .;�.................................................... I i. Fin Bwn YES ND i Fast Slow Loss Addition .. ........... ...................................... ([53 63 Sand And Gravel Brown {{ i ' [-- - Gra el - YES NO iLF,—st—SlojWLossAddition....................._. -. .._.. - ..__..._.. ........................... ._ ...... .. :- ........ ................. . 63 ji74 Medium Sand • ; Brown *' ii YES NO i I Fast Slow Loss Addition ................................................. i I PERMIT INFORMATION DEP 21E RTN# DEP Groundwater Discharge# I ADDITIONAL WELL INFORMATION ................. Developed �Con.`re r es t No i Are these wells nested? ( Yes( No p t............................Surface Seal Type te rea of group(sq.ft) 10 Total Well Depth 74 Depth to Bedrock CASING T Is From:2To:0 ................. From To Type Thickness Diameter aabo eg 0 61 Polyvinyl Chloride Schedule 40 !�: i2 ground? l I. . _ ...1 1..................I......... ... ............_.__ N I._..... .... ....... ............. ..........._...................................................._..................................................................__..............u._.........._..............._..._. ..._...................................................._.........___........................................................................................................ ._ 171 I 74 j Polyvinyl Chloride Schedule 40 ':. 2 SCREEN No Screen; From"> TO Slot Size Diameter .................._..............._..................................._........._.:__.......................___.._ .w..�......................................._ _.........__............................... .....................e........��.....................:........ ........... ... ... 61 71 I i Continuous Wire PVC 0.010 2 r WATER-BEARING ZONES ;From .........To....._...._.................................._.........._Yield(gPml.....__._. 40 174 = I..........................................._......................_......... ANNULAR SEAL I FILTER PACK ..........................................:....................................................................................... .... ..,................................................... ........... ..................................................... ....... .;............................................................................................._......................................................_......................................, Water From To Material 1 5 s Weight Material 2 !Weight Batches i Method Of Placement (gal) 37 39 I Bentonite Chips/Pellets y-� Choose Material m� �! Gravity i _ .... _. • € -Choose Material +` Gravity 2 3 Bentonite Chips/Pellets �� J i ............... ................................................................ .__...._..___..... ....................._..._......................_.......... ..._...._........_...._....................................y.........................._..........._..... ...._..._._................_.; ._.._..... _ 60 74 Sand + # - Choose MatenatE�( ( Gravity ; .......... ff ... .. i �w,_.__�__. t �..... .W........__,..__. 7._.�.....__.,.,.,,.....i L _. i i Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program 4 Well Completion Reports(Monitoring) WATER LEVEL Date Measured Static Depth BGS(ft) Flowing Rate(gpm) " I 10/13/2016 40........................... 1 i • ...-._ -....................-..............._....-..-_..:...................._................ r COMMENTS WELL DRILLERS STATEMENT This well was drilled or altered under my direct supervision,according to the applicable rules and regulations,and this report is complete and accurate to the best of my knowledge. DESMOND, Monitoring[M] Supervising Driller Signature DrillerPATRICK DESMOND Registration# 877 � PATRICK, DESMOND WELL ------ Firm DRILLING INC. Rig Permit# 0551 Date Job Complete 10113/2016 NOTE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion. Massachusetts Department of Environmental Protection I Bureau of Resource Protection—Well Driller Program I Vell Completion Reports(Addendum) Well Driller - Addendum Form WELL COMPLETION ADDENDUM FORM MONITORING WELLS Well ID Well Depth Screen Interval FROM Screen Interval TO GPS Coordinates(WGS 1984)Degree Decimals l I 74 61 _ 71 North l.62307M_ West:70.43697 58 40 55 North:41.62307 w West:70.43697 NOTE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion. P New I/A System Permit Summary Sheet Site Information Town: \tW_ Town Permit# t — j { Assessor Map/Parcel: O © t Unique Town ID# Site Address: -� j-����"- C o+U; ►-- Owner Name: Altername Name: �� Ger\ QQ ` c12r-) c c Home Phone: Mailing Address: 2 o C'c.-5�- �U{' Work Phone: 'Y L Floc r^ Title 5 Information _ P_ocLK e,4ee- BuildingT e/Use: rn`' �' _ �``� YP �i - � hG. . r r� 5�(�: i�,,. s $lUni iiS Design Flow: Seasonal: Yes No ❑ Unknown ❑ Bedrooms: t Title V N.S.A.: Yes`®. No ❑ Unknown ❑ Lot Size: 2 3 If Non-standard components: 2_o`&Z vv P Please list all components e.g. 1/A treatment unit, pump chamber, pre-and post equalization tanks, pressure distribution SAS, effluent filter, UV unit, etc., and maintenance schedule for each component e.g. quarterly, 2x/yr, annual, etc. 'Y)rcrz,�zti�,i- I/A Treatment Unit Make and Model: Y� (c rZ:)t7(f +- I . S Inspection Frequency: '4 X e�� 2 ,� >.5 -+�-� zXIyr DEP Permit Type: 9General�� Approval Date: i y 1 y COC Date:,/, � i l�p 3�t8 ❑ Provisional Contract Entity: VU I 5 ❑ Remedial Contract Start Date: Contract Duration: ❑ Pilot Installation Date: Unit Startup Date: DEP Permit ID# Influent/Effluent Monitoring Requirements and Water Quality Limits Please indicate water quality parameters that must be monitored and any town mandated water quality limits; if no limits are shown, we will assume parameters and effluent limits specified in the system's DEP approval will apply. Effluent pH BODS'�_ CBOD ElTSS�( TN ❑� Nitrat Nitrite� Organic N ❑ Ammonia ❑ TKN [9 Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: y y- !:j u- 2 �if s Other Applicable Limits: Influent r�,rr�w► pH ❑ BOD5 ❑ CBOD ❑ TSS ❑ TN ❑ Nitrate ❑ Nitrite ❑ Organic N ❑ Ammonia ❑ TKN ❑ Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Lra onitoring Schedule: Other Applicable Limits: Tracking # Entered: Entered By: FAX: 508-362-2603 I McKean, Thomas From: McKean, Thomas Sent: Monday, February 12, 2018 3:13 PM To: 'Jessica Rapp Grassetti' Cc: Clyburn, Andy; Ells, Mark; McLaughlin, Charles Subject: RE: 671 Main Street, Cotuit Condo Project Good Afternoon, 1) MA DEP issued well completion reports for two monitoring wells installed by the licensed well driller, Patrick Desmond, of Desmond Well Drilling Inc. the monitoring wells were completed on October 31, 2106. The GPS coordinates are 41.62307 North , 70.43697 west. The monitoring wells are 74 feet deep and 58 feet deep. The GPS coordinates are North 41.62307 and West 70.43697. On October 31, 2017,the designing engineer, Daniel Ojala, P.E. , certified in writing that the monitoring wells, were installed according to the plans.The plans show the two monitoring wells adjacent to each other at the south-west corner of the property, behind building#2. 2) On October 31, 2017, the designing engineer, Daniel Ojala, P.E. , certified in writing that the septic system and the I/A system (MicroFAST blower and controls) were installed according to the plans. 3) The designing engineer certified in writing that the MicroFAST system is under an Operation and Maintenance (O&M) agreement. A copy of an invoice is on file. The 0& M Agreement is dated May 6, 2015 for PLM Buzzy, LLC, 671 Main Street Cotuit,from Wastewater Treatment Services, Inc.,44 Commercial Street, Raynham, MA. Sincerely, Thomas McKean From: Jessica Rapp Grassetti [mailto:Precinct7@comcast.net] Sent: Wednesday, February 07, 2018 2:59 PM To: McKean,Thomas Subject: 671 Main Street, Cotuit Condo Project Hi Tom, k Charlie McLaughlin indicated to me yesterday that the BOH has signed off on all matters pertaining to 671 Main Street, Cotuit. As a follow up, I want to be sure that all those items that effect the water quality in the village have been completed. They include: The installation of a monitoring well. Certifications by the engineer of record that the IA system has been constructed as designed. The developer has a licensed operator as required by the Comprehensive Permit. There may be more and they are carefully enumerated in items 10, 11 A-F, 12A-I of the Comprehensive Permit. i I would very much appreciate you reviewing these and letting me know they have all been met in accordance with the Comprehensive Permit. Thank you, Jessica Jessica Rapp Grassetti Barnstable Town Councilor, Precinct 7 Box 1310 Cotuit, MA 02635 (508)360-2504 (C) (508)862-4738 (0) Precinct7gcomcast.net www.BarnstablePrecinct7.com z I McKean, Thomas From: McKean, Thomas Sent: Monday, February 12, 2018 3:14 PM To: 'Jessica Rapp Grassetti' Cc: Ells, Mark; Clyburn, Andy Subject: RE: 671 Main Street, Cotuit Condo Project The plans show the two monitoring wells adjacent to each other at the south-west corner of the property, behind building#2. From: Jessica Rapp Grassetti [mailto:Precinct7(a)comcast.net] Sent: Monday, February 12, 2018 1:19 PM To: McKean, Thomas Cc: Ells, Mark; Clyburn, Andy Subject: Re: 671 Main Street, Cotuit Condo Project Tom, As a follow up to the attached request for information, can you tell me where the monitoring well is located on the site? Thank you, Jessica Jessica Rapp Grassetti Barnstable Town Councilor, Precinct 7 Box 1310 Cotuit, MA 02635 (508)360-2504 (C) (508)862-4738 (0) Precirict7 Dcomcast.net www.BarnstablePrecinct7.com On Feb 7, 2018, at 2:58 PM, Jessica Rapp Grassetti <precinct7gcomcast.net> wrote: Hi Tom, Charlie McLaughlin indicated to me yesterday that the BOH has signed off on all matters pertaining to 671 Main Street, Cotuit. As a follow up, I want to be sure that all those items that effect the water quality in the village have been completed. They include: The installation of a monitoring well. i Certifications by the engineer of record that the IA system has been constructed as designed. The developer has a licensed operator as required by the Comprehensive Permit. There may be more and they are carefully enumerated in items 10, 11 A-F, 12A-1 of the Comprehensive Permit. I would very much appreciate you reviewing these and letting me know they have all been met in accordance with the Comprehensive Permit. Thank you, Jessica Jessica Rapp Grassetti Barnstable Town Councilor, Precinct 7 Box 1310 Cotuit, MA 02635 (508)360-2504 (C) (508)862-4738 (0) Precinct7(pcomcast.net www.BamstablePrecinct7.com <671 MainCP(partial).pdf5 2 McKean, Thomas From: McKean, Thomas Sent: Monday, February 12 2018 1:48 PM To: - Subject: FW: 671 Main Street, Cotuit Co Project Attachments: rtial).pdf;ATT7605 '3.htm Please pull the file regarding the documents requested below. From: Jessica Rapp Grassetti [mailto:Precinct7@comcast.net] Sent: Wednesday, February 07, 2018 2:59 PM To: McKean, Thomas Subject: 671 Main Street, Cotuit Condo Project Hi Tom, Charlie McLaughlin indicated to me yesterday that the BOH has signed off on all matters pertaining to 671 Main Street, Cotuit. As a follow up, I want to be sure that all those items that effect the water quality in the village have been completed. They include: The installation of onitoring well. Certifications by the eng' d that the IA system hasCnsivetPuecrmit ed as desi ed. The developer has icensed open s"equired by the Comp There may be more and they are carefully enumerated in items 10, 11A-F, 12A-I of the Comprehensive Permit. I would very much appreciate you reviewing these and letting me know they have all been met in accordance with the Comprehensive Permit. Thank you, Jessica Jessica Rapp Grassetti Barnstable Town Councilor, Precinct 7 BOX 1310 Cotuit, MA 02635 (508)360-2504 (C) (508)862-4738 (0) Precinct7gcomcast.net www.BarnstablePrecinct7.com i agrees to personally guarantee repayment of such consideration as is contemplated by this section 9 of this agreement and does so by executing this agreement personally. I. It is the express intent of the parties that all rights and remedies available to the Town and Cotuit shall be specifically enforceable in any court of competent jurisdiction and that,by electing to pursue a particular remedy,they shall not, because of that election,be barred from pursuing any other remedy available in law or equity to each. 10. The developer shall install at its own cost a ground water quality monitoring well within the area of the Easement as directed by the Town and Cotuit in accordance with their specifications. 11. Condominium Association,Septic Maintenance,Maintenance Reserve, and Monitoring Well Testing: a: The Appellant will establish a Condominium Association to oversee the maintenance of the shared septic system and the other common areas of the Subdivision. The content of the Condominium Association documents shall be subject to the approval of the Town Attorney. b. The Appellant will prepare a pro-forma operating and maintenance budget that will clearly identify the estimated cost of septic system maintenance and operation for the first five years of full operation. As part of this settlement,the Town will have the right,but not the obligation,to review and approve the pro- forma budget. If the Town in its reasonable discretion does not approve the budget,the settlement may be voided. c. The Appellant shall warrant as part of this settlement that the operating and maintenance budget as prepared will not be exceeded during the first five years of 6 condominium operation.To the extent that such budget is inaccurate and extra expenses are assessed to the two affordable units,the Appellant will absorb and pay to each affordable unit owner any amounts assessed which exceed the pro forma budget estimate. d. The Appellant shall establish a capital improvement account that shall be transferred to the Condominium Association upon the sale of the last unit.The amount set aside shall equal one-half of the initial capital cost of the septic system components,excluding,however,the cost of septic site work,the leaching fields,piping,concrete tanks,and all other non-mechanical and non-electrical parts. The Appellant's septic installer shall provide directly to the Town a verified copy under oath of the invoice for work performed and one-half that amount shall be set aside in accordance with the intent of this paragraph. There shall be added to such amount the sum of$25 per month for each month that each unit is occupied by a home owner. The Barnstable Board of Health shall have the authority to cap the amount of such set aside temporarily or permanently in its discretion in order to reflect the cost of a full replacement of the entire system, excluding the items described above, as indicated by then-current cost estimates. e. The Appellant shall establish an annual septic system operating and maintenance account that shall be transferred to the Condominium Association upon the sale of the last unit that shall be equal to the one year value of the projected operating and maintenance costs of the septic system. f. The Appellant shall establish a Ground Water Monitoring Well Maintenance and Testing Account that shall be transferred to the Condominium Association upon the sale of the last unit that shall be equal to the one year value of the projected water quarterly testing costs and one year of well maintenance for the test well to be installed.Actual maintenance of the monitoring well and water quality testing 7 shall be accomplished and initially paid for by the Cotuit Fire District.The Condominium Association shall be responsible to reimburse the Cotuit Fire District for the cost of such maintenance and periodic testing; such reimbursement shall be made within thirty days of receipt of a bill for such maintenance and testing. The Cotuit Fire District shall prepare an estimate of the annual cost for such testing and maintenance for Bay Point's reasonable review and approval,consistent with the initial testing agreed upon by the parties. Specifically,the parties have agreed to have the testing sent to the Barnstable County Lab,which is a fully certified testing facility. The agreed testing includes: a)Volatile Organic Compounds("VOC")(oil,gas,etc.)testing for 57 compounds,currently at$100 per test,b)nitrate/nitrite/total nitrogen,currently at' $75 per test and c)coliform,currently at$20 per test,with the total testing budget estimated at$470 per year. Upon the transfer of Ground Water Monitoring Well Maintenance and Testing Account to the Condominium Association,the Cotuit Fire District shall prepare said estimate and submit same to the Condominium Association for reimbursement. 12. Septic system design,installation,maintenance,and monitoring: a. Subject to the prior approval of the Barnstable Board of Health, a summary of the design basis for all elements of the wastewater collection,treatment and disposal system shall be according to specifications of the Amphidrome system by Aqua Point of New Bedford,MA,or equivalent,prepared and stamped by an engineer and designed substantially in compliance with the specifications reviewed by the comprehensive permit.The system shall include sufficient,easily accessible electrical hookups such that backup power to allow operation of the system can be connected in the event of a general power failure,and the owner of the system shall provide such emergency power in the event that power is lost for a period of F 8 I twenty-four hours.The system shall be certified to treat to a level of 19 parts/million maximum nitrogen loading,or better,and that it is appropriate for anticipated and permitted age-restricted use and occupancy. b. A letter shall be submitted from the manufacturer of the wastewater treatment system certifying that the proposed system design is consistent with generally accepted practice in the industry and,if properly constructed and operated,will. meet the design goal for effluent quality. c. Once the wastewater treatment system is installed,the design engineer and equipment vendor shall review the completed project and certify that it was built in accordance with the approved design and that nothing in the installation should preclude the effluent goal from being met. As-built drawings of the installed system shall be prepared and filed-with the Barnstable Board of Health. d. The costs for maintenance of the system shall be the responsibility of the Condominium Association. An operations and maintenance contract with a Grade 4 Wastewater Treatment Operator certified by the Massachusetts DEP -("Licensed Operator")shall be executed and in force at all times that the units are occupied. A copy of the contract shall be provided to the Barnstable Board of Health(`BOH")no Iater than 30 days prior to the start-up of the system and thereafter copies then-current contracts shall be deposited with the BOH. e. The Licensed Operator of the system shall participate in the final construction inspection for the system. The name and contact information.of the operator shall be provided to the BOH. f. The Licensed Operator shall be responsible for oversight of the system,including at least monthly maintenance visits,making adjustments as needed and conducting routine maintenance, and the results of the same shall be provided 9 I monthly to the Barnstable County Health Department's database,the Barnstable Health Department,and the Cotuit Fire District. g. The Amphidrome system will be inspected monthly and cleaned if necessary. A report will be provided monthly to.the Barnstable Board of Health and Cotuit. Measurements shall be made of the influent and effluent for flow,nitrogen,ph, TSS,sledge height and BOD, as well as any other data that the Board of Health in its discretion may additionally require from time to time. h. In order to promote awareness of the proper operation and maintenance of the . system,the Condominium Association,through its Licensed Operator,shall annually submit a report to the Barnstable'Board of Health and Cotuit 1) transmitting effluent quality data for Total Nitrogen and Nitrate-Nitrogen;2) documenting when the septic tank:has been pumped and the disposition.of the contents; 3)documenting any significant maintenance activities that have occurred to the system during the past year or that are planned for the upcoming year;and 4)reporting on any operational problems that occurred and how they will be avoided in the future. i. In addition to all other remedies available to the.Board of Health,it may impose a fine of$100 per day on the Condominium Association if after a 30-day cure period,pursuant to written notice to the Appellant and thereafter the Condominium Association,problems with the Amphidrome system are not corrected. 13, Access and Use of the Easement by the Parties: a. Neither Bay Point nor any of its successors in title shall be entitled to any physical access to or use of the easement locus,except for the purpose of using it as part of the calculation of total lot area for relevant computational purposes II including,for instance,zoning and Title V purposes. 10 .. I ° 4 { �VA No. C _ "` Feee�'/ THE COMMONWEALTH OF.MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 4plitation for Disposal 6pstem CunstrUttion permit Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) [Complete System ❑Individual Components Location Address or'off , I � l S OP Ler Name,Address,and Tel.JNo.S 0g• ,y�j,� Assessor s ap/Parce T 1 CX� Installer's Name,Address,and Tel.No.s o%. 99 Designer's Name,Addres ,and Tel.No.''J©�' 3bZ° 5 1 R T.1E \1'I (c� Cc�LA oL Cat-Sfy cA'u 'Dow r\ Csqa2:L_ncll n(sc\ P0 T3WoM Fb re' MA Type of Building: �16LU 41 S $ U nits Dwelling No.of Bedrooms 1� Lot Size 21 Atqmq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures , l Design Flow(min.required) `1� Q gpd Design flow provided gpd Plan Date V2 `� ` 1 Number of sheets l Revision bate '2— Title Size of Septic Tank C) b N "2-0 Type of S.A.S. 1 '/r`Description of Soil Nature of Repai s or Alterations(Answer w ap li ble) e VV , (e, IC'J� Date last inspected: Agreement: The undersigned agrees to ensure the construct' d maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Envi ntal Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of H th Si Date Application Approved by Date �18`7 Application Disapproved Date for the following reasons Permit No. ( Date Issued ( , l r k't _ '�; ..�C�•--...nrF7 I � "�T— 4.1 -a _ i � I a gNo: h� # l 1 aA m I s 5 Entered in computer: THE`CO MMONW, EALTH OF1MASS CH[�.SET4TS PUBLIC HEALTI"DIVISL.ONg TOWRhOF BARNSTAB'LEASSACHUSETTS Yes - �pplitatI01I for Dispbsa"L.6pBt ' .�COIIBtrUttI01I Prllllt Application for a Permit to Construct( Repair(°) Upgrade( ) Abandon( ) [✓f Complete System ❑Individual Components ` Location Address or Lot No. I �' S Owner's Name,Address,and Tel.No.S p g•'� ,(�� � C o . -�-- P LMzLt As'sessor'ss ap/Parcel O3�— Installer's Name,Address,and Tel No. 0$' �+ y 'q�~-Designer's Name,Address,and Tel.No.5 �6' 3b2' SM F U OL Uy�b.`U R 0 Type ofilding:$u U.,�1A S Dwelling No.of Bedrooms Lot Size q.ft. Garbage Grinder( ) Other Type of j3uilding` zx N„o of Persons Showers( ) Cafeteria( ) Other Fixtures ' R 1 , j. r Design Flow(min.required) `�� C) .' gpd} 'Destgri`flow provided gpd Plan Date 12 ��` Numberiof sheets - s Revision Date `2 Title tt C Size of Septic Tank ' {) Vk-Z3 Type of S.A.S. r b I �T { �a Description of Soil ► # r Nature of Repairs or Alterations(Answer w)iep ap li ble) e VQ Date last inspectdd: Agreements;/ , The undersigned agrees to ensure the construct• /� nd maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Env' 7ntaI Code and not"to place the system in operation until a Certificate of , Compliance has been issued by this Board of H th Si Date Application Approved by Date Application Disapproved Date . !'• for the following reasons `�`�•_ ; Permit No. L Date Issued F` _____—_ •--—--—---------— ---—--—---------—-------—--—-- a THE COMMONWEALTH OF MASSACHUSETTS � � (L �T BARNSTABLE,MASSACHUSETTS I t s�}S GIs Certificate of Compliance °�`� THIS IS TO CERTIIF that t e On-site Sewage Disposal system Constructed) Repaired( ) Upgraded Abandoned( )by I Cn v c A` at ,6-q t.. AJArye 5 t co ru,l"C''" r Y has beep,constructed in accordance with the provisions of Title 5 and the for Disposat System Construction Permit No. " ° -/ / dated ,.. t. Installer 4 Designer - #bedrooms ( 3 Approved design fl �w gpd., The issuance of thik pen jit shall not be construed as a guarantee that the system •ll fiz t2on as desig ed. Date 2 Inspector " i ' - ---------------------------'------------ ------ - ------------= No. 20�s " �� t Zr - Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS BispoBal *pstem Construction Permit Permission is hereby granted to Construct ) , Repair( ) Upgrade( ) Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his a 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. Date `�(/0�20 Approved by down cape engineerinq, Inc, CIVIL NGIMP5 & LAND 5UMYR5 959 MAIN 5f/ kOUT 6A YAIZMOUTHPOI?1 MA 02615 (508) 562-4541 PAX (508) 562-9860 H OF MgSS DAN I EL A. y�N o CJALA DATE: October 31,2017 CIVIL No.46502 TO: Thomas McKeon RS CHO Health Director,Town of Barnstable ��es /S T S NG��`� t FROM: Daniel A. Ojala, PLS,PE Down Cape Engineering Inc. SEPTIC CERTIFICATION RE: #671, #675 A-1 to#675 D Main Street, Cotuit,Cotuit Center Residences(Condominium). DCE Job#04-304/14-020 This memo is to certify that the septic system for the above referenced site has been installed in substantial compliance with the approved plans,Title 5, and local Barnstable Board of Health Regulations. The MicroFAST blower and controls were installed in the small shed attached to the garage,the observation wells were installed per plan and approved by the Cotuit Water Department, and the MicroFAST unit is under O&M Contract per the approval. A 13 bedroom deed restriction was recorded in DB 28865 PG 317. The Title 5 septic system was field measured during and after construction,attached please find an asbuilt plan of the septic system. Please do not hesitate to call with any questions or comments. i Encl. 1 i 3 1 PA110 p. 6 PA110 DECK II I I DECK Pr � 1 1 �iN 1 1 I III 11 III I' 11 I I D 1 I ii ��yL��N I1 1 1 �� li i i 1 i i �iWQE F-i-- 1 �t_�N9 DWMW \\\ B-1 m L'm B-2 ly i i i i 1 i i \ \ �� I r -w-W W W \\ I C- C-i c II A'2 I Cry \� a-s C-0 T b W-w1. •C.1 wWAlER VIN W-W-w GARAGE GARA qqa�a Dim \ DECK DECK �� DECK PA10 PA710 PATIO \ PATOI DCE #14-020 AS BUILT SEPTIC SYSTEM PLAN PREPARED FOR: LOCATION : #675 MAIN STREET COTUIT, MA PLM B UZZY, ^LLC SCALE 1" = 40' DATE,: f 0-31-2017 OF M,18,9 OF MgSSgcy off 508-362-4541 �� DANIELA. ties �° DANIELA. fax 508-362-9880 o OJALA �, OJALA downcape.com © " CIVIL C No.40980 o o o No.46502 P doWO cope engineering, inco P���FG/S TER�G\��� �gryOFs s\0�p� SS E� SURVE civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 DATE DANIEL A. OJALA, P.E., P.L.S. r H- Town ®f Barnstable 1 � E r Regulatory r y Services vices Thomas F.Geiler,Director � ' 10� Public Health Division 1659. Thomas McKean,Director 200 Main Street,Hyannis,IAA.02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: Sewage Permit# Assessor's Map\Parcel i� Designer: �0 0 e.,e AJJ n N Installer: Address: (J I 1."l xI Address: M O1A Po On was issued a permit to install a (date) (installer) is system-at 7 6 based on a design drawn b septic �5 �a� � � � Y (address) II aV\ dated ll.S esigner) 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.' 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. tl OF�SS'QC DANIELA, o - OJA[A (Installer's Signature) CIVIL No.46502 e. /STER�G��� SS�ONAL EN (Designer's Signature) f (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE ]PUBLIC HEALTH[ IDDISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH[ THIS FORM AND AS-BUILT CARD ARE RECEDED BY THE BARNSTABLE?PUBLIC HEALTH IDDISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc , Town of Barnstable Regulatory Services g rY Richard V. Scali, Interim Director * EA STABLE, • N ��� Public Health Division CIS Argos° Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 p Installer& Designer Certification Form Date: Q Sewage Permit# t5 l 5-- Assessor's Map\Parcel 036 Designer: Installer: Address: Address: On was issued a permit to install a (date) rr (installer) septic system at b �ti�„J� �a based on a design drawn by (address) dated (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 satisfactor . ert that the referenced abov as constructed in compliance with the terms of I\A ap a letters (if applicable) (Installer's Signature) (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc - r DEED RESTRICTION WHEREAS, PLM Buzzy, LLC of 120 East Avenue, 3rd Floor, Rochester, NY 14610 is the owner of 671 Main Street, Cotuit, MA (hereinafter referred to as "Cotuit Center Residence") and being shown as Parcel No. 1 and Parcel No. 2 on a plan entitled"Plan of Land in Cotuit-Barnstable-Mass. For Rowland E. Cocks et ux, Scale 40 ft. to the inch, Charles N. Savery, C.E., November 1951", duly recorded in Barnstable County Registry of Deeds in Plan Book 101,Page 55. WHEREAS, PLM Buzzy, LLC as the owner of said lot has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS, the Town of Barnstable board of health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.000 State Environmental Code, Title V, Minimum Requirements for the Subsurface . Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single-fM ly`home on'-this�properry; is requiring that the agreement for that restriction on the number of bedrooms`in any`house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document; NOW, THEREFORE, PLM Buzzy, LLC does hereby place the following restriction on his above referenced land in accordance with his agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: 1. 671 Main Street, Cotuit, MA may have constructed upon the lot dwellings containing no more than thirteen(13)bedrooms in total as stated in Book 27606 Page 32. PLM Buzzy, LLC agrees that this shall be permanent deed restriction affecting Cotuit Center Residence located on 671 Main Street, Cotuit, MA, and being shown on the plan_ recorded in Plan Book 101,Paged 55. For title of PLM Buzzy,LLC see the following deed: Book 27900, Page 187. 1 l it 1of2 1 Town of Barnstable TFiE i�y Barnstable Board of Health MASS BM M 200 Main Street,Hyannis MA 026.01 2007 ' Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Cannii�D.M.D. Junichi Sawayanagi November 14, 2014 (200 Craig Larson, Chairman . �. • ing Board of Appeals (•i: ,1 ,/ (n of Barnstable 9-A Main Street vVr nnis, MA 02601 RE PLM Buzzy LLC, 13 Bedroom Hous ng Development, 671 Maln Street,: ,. A 036,016 Dear Mr. Larson, During the Board of Health meeting held on Tuesday November 18, 2014 the Board reviewed the above-referenced thirteen bedroom elderly housing project. The onsite sewage disposal system will consist of a secondary treatment unit (specifically a FAST 1.5 Unit). It was determined that the proposal would be acceptable to the Board of Health if the following suggested conditions are met: 1) The FAST unit requires electricity to be operational and the onsite sewage disposal system will not function during a power outage. Therefore, the Board of Health strongly recommends the installation of an emergency standby generator which shall be provided onsite with the capability of switching-on automatically in the event of a power outage. This generator should be powered by either propane or natural gas. 2) The submitted proposed floor plans showing the layout of the interior rooms shall be photocopied by the applicant and provided to the Building' Division prior to construction. 3) A structural engineer or architect shall carefully review the submitted proposed floor plans, particularly wherever five feet wide openings are proposed at load bearing walls, to ensure ttyfe the structure will withstand the proposed loading with such dpenings. I -QAWPFILES\ElderlyHousing DevelopmentMain StreetCotuit2014.doc II 4) 'The property shall be restricted to thirteen (1-3) bedrooms maximum. 5) The applicant shall provide a recorded deed restriction limiting the overall number of bedrooms to 13 at this property. 6) The applicant shall submit an "as-built" of the condominium floor plan, including all five feet wide doorway openings to the Health Division prior to issuance of an occupancy permit. 7) The applicant shall strictly comply with the wastewater effluent monitoring schedule and Operation and Maintenance (O&M) requirements as specified by MA Department of Environmental Protection for this specific type of secondary treatment unit. Sinc ely yours: W yne ill ei`,. ` .D, Chairman BOAR ' OF.HEALTH I;JIn; S, JQ! TOWN OF BARNSTABLEdl n I J vd� Al Q MPFILESTIderlyHousing DevelopmentM StreetCotuit2014.doc Executed as a sealed instrument day of May, 2015.. PLM BUZZY,-LLC. By: Position: �{ t _✓pG� �� COMMONWEALTH OF MASSACHUSETTS Barnstable, ss On this I_ day of May,• 2015, before me, the undersigned notary public, personally appeared Robert Welch, Manager of PLM Buzzy, LLC, proved to me through satisfactory evidence of identification, which was a Massachusetts driver's license, to be the person whose name is signed on the foregoing document, and acknowledged that he signed it voluntarily for its stated purpose. Oil" Notary ub 'c: LOD Commissi Expires: i3� Zc i Please return'to: Peter M. Daigle, Esq. 1550 Falmouth Road, Suite 10 K ELEY ClANCY Centerville,MA 02632 NOTARY PUBLIC QUA`' Commonwealth of Massachuseft My Commission Expires ust Aug 13, 2021 iI BARNSTABLE REGISTRY 4F DEEDS 2 of 2 John F. Meade, Register l Invoice Invoice Number: 41560 44 Commercial Street Tele: (508) 880-0233 Invoice Date: Raynham, MA 02767 Fax:. (508) 880-7232 May 6,2015 Page: 1 Sold To: . Ship To: PLM Buzzy,LLC 671 Main Street 671 Main Street Cotuit,MA 02635 Cotuit,MA 02635 Customer ID Serial Number Payment Terms 5\ Net 3 0 Days Sales Rep ID Shipping Method Ship Date Due Date Quantity Item Description Unit Price Extension 1. Contract Operations and Maintenance Agreement 810.00 810.00 4. Testing Testing of the FAST Treatment System. 265.00 1,060.00- Subtotal 1,870.00 Sales Tax Total Invoice Amount 1,870.00 Check No: Payment Received TOTAL DUE 1,870.00 WTS must receive the payment before expiration of the current contract year to assure continuous contract coverage. failure to return payment may result in su$petnsiotl of set-vice,cancellation of the contract and/or nullification of-warranties,at the election of WT,S. OWNER may not assign this contract Nith0llt tine Prior`vrittel consent of WTS• It-vill remain in foreo until a party caticels by written notice to the other at the address given herein,or until the contract tenn expires,-viticlnever is sooner. MANUFACTURER MODEL O SERIAL NO. LOCATION ANNNUAL RATE ERMI Bio-Microbles Mlorol,'AST Cotuit,MA $810.00 General EQUIPMENT OWNER / Wastewater Treatment Services, nnc. *Signed by OWNE3 l. PLM Birzxy i.i.0 Sig�nect 'Address: 671 Main-Strect 44 Commercial Str'ect Raynhatn,MA 02767 Tele:(508) 880-0233 *City: State: Zip: Fax: (508)880-7232 Cotuit MA 02635 Telephone , l,7 7 7��- Effective Date of Agreement _ Bmall address: f)An!�J o, M L G rr?-} 1oUer;Z,&J N VA OWNER understands that(I)ANNUAL RATE paynnent is for one year 0111Y commencing oil the effective date set forth above and is non-refundable;and(2)Current DLP Regulations require OWNER to maintain a service agreement for the life of the YASVSysteim. I HAVr READ AND UNDERSTAND THE FOREGOING. *Signed by OWNER: Effluelnt Testinng Town Requirements are four(4)grab samples per year for the first 2 years for Nitrate,Nitrite,TKN,pH,TSS& BOD at a cost of$265.00/test. MpprQvat for Effluent Testing v O%vnees'S guature Operator assigned: Michael Morentt Tolelihone: (508)989-2744 44 Commercial Street Raynham,MA 02767 Tel:(608)880.0233 Fax: (508)880-7232 LNSPL+'CTIEON AND TESTING A,GREEMI✓Mr Agreement entered into by and between Wasteivater Treatment SeiTices,Inc.(heroiit called WTS)and the FASP System OWNER(]herein called OWNER)for the inspection by WTS of certain equipment of OWNER which Is described below. Upon acceptance of this agrccnient at WTS's office,WTS Nvill render the following services only: Equipnent will be inspected at least 4 tines per year forthe first 2 years that this Agreement remains in o#'fect, with the first inspections beginning . These inspections will ilholude: l) Testing of the sludge depth in the septic tank. 2) Inspection,power testing and clean/replace intake filter of the Air blower. 3) Inspection of the alarm system. 4) Inspect overall condition of FASP System. 5) Notification to OWNER of any probieius encountered. 6) Service other than routine maintenance wlil be billed at all hourly rate,plus travel and parts. WTS sit.#ll notify this local Board of Health And Departinent of Environmental Protection in whiting within 24 hours of a system failure or alahsn event including cometive measures that have beehi taken. OWNER will be billets standard WTS charges for any parts used In repairs or nhaintenance, Any additional labor time will be billed to the OWNER at our current labor rates of$78.00. Blneigency service between regular inspections will be provided at standard labor rates during normal business hours;at tulle and ogle-lialfafer 5:00 PM and on Saturdays;and at doihble tine on Sundays and]holidays. Binergency sei vice charges will include a init*ileum four(4)]tours of labor,plus standard WTS charges for palls, plus itilleage and travel charges. The annual rate includes routine inainteuance,but does not include repairs required for damages caused by abuso, ace'ident,theft;acts of third persoiis,forces of nature,or alterations made to the equipinent. WTS shall not be respolisible,for failure to render the agreed services if caused by strikes,labor disputes,non-cooperation by OWNER,or other factors beyond the control of WTS, OWNER understands and agrees that WTS is not'responsible for special,incidental or consequential damages, owluding but not]united to loss ofthlie,injury to person or propgrty,or equipment failure. OWNIM agrees that WTS inay enter OWNER's proporly and have acceptable access to all areas dccined by WTS to be necessary or appropriate for WTS to perform its duties hereunder. Current'WTS practice is to solid OWNER itpproxiivately 10 clays before axpiratioih of the term of ilhv aurretht eolitrnet all involco for ono year otservice. It Is OWNER's respon.slbility to tihnely return the paytihent. ` InV®ice Wastewater- Yiza " Invoice rNurnber: • 41560` ' 44 Commercial Street °r . Tele:,(508) 880-0233 Invoice Date: t. ., - May 6,20I5Ra nham MA 02767 Fax: (508 880-7232 . - ._ Sold To: Ship To PLM Buzzy,LLC M 671,Main Street. 671 MaUl Street Cotuit,MA 02635 Cotuit,MA 02635 Customer ID Serial Number _ Payment Term 66 5 7- Net JoDays, Sales Rep ID Shipping Method '. Ship ®ate .'Due Date Quantity Item *` Description Unit Price Extension 1. Contract Operations and Maintenance Agreement -810.00•, 810.00 4. Testing Testing of tine rAST Treatment Systein.; 265.00,. 1,060.00 i Subtotal i,870.00 Sales Tax Total Invoice Ainount 1,870.00 Check No: ,Payinent Received y TOTAL DUE 11870.60 . a r y. T WTS must receive the payment before expiration of the carrelrt contract year to assure continuous contract coverage. failure to return payment may result in suspension of service,cancellation of the contract aril/or nullification of warranties,at the election of WTI. OWNER may not assign this contract Without the prior written consent of WTS. Itwill remain in foreo until a patty cancels by written notice to the other at the address given herein,or until the contract terin expires,whichever is sooner. MANUFACTURER MODEI.NO. SBRIAL N0. -LOCATION Al HI)AL RATE ERMI Bio-Microbics Micro AST Cotuit,MA $810.00 General EQUIPMENT OWNE / Wastewater Treatment Services, nc *Signed by OWNED , PLM Buzzy I.1,C Sig,letl:` *Address: � 671 Main-Strect �i l Commercial Street Roynlram,MA 02767 Tele:(508)880-0233 *City.- State: Zip; Fax: (508)880-7232 Cotuit MA 02635 Telephone,* SS ' -7 7 4 p2 443 Effective Date of Agreement Amall address: Dar )O' M L(hrlf"1 1 cor Veer Z'&J'W'e{ OWNER understands that(1)ANNUAL RXrB payment is for one year only commencing on the effective date set forth above and is non-refundable;and(2)Current DEP Regulations require OWN ER to maintain a service agreement for the life of the VASTv System.. I HAVE READ AND UNDERSTAND THE FOREGOING. *Sigtretl by OWNER: Awarr-24 Effluent Tes&g Town Requirements are four(4)grab samples per year for the first 2 years for Nitrate,Nitrite,TKN,pH,TSS& BOD at a cost of$265.00/test. �Approval for Effluent Testing I U Owner's S guatu e Operator assigned: Michael Morelli; Telephone; (,5,08)989 2744 1 i 44 Commercial Sheet Raynham,MA 02707 Tel;(608)880.0233 Fax: (608)880-7232 INSPECTION AND TESTING El MP Agreement entered into by and behveen Wastewater Treatment Services,Inc.(Heroin called WTS)and the FAST°System OWNS,R(herein called OWNER)for the inspection by WTS of certain equipment of OWNER which Is described below, Upon acceptance of(Eris agrecnient at WTS's office,WTS will render the following services only: Equipment will be inspected at least 4 tines per year for the first 2 years that this Agreement remains ill effect, with the first inspections beginning . These inspections will include: 1) Testing of the sludge depth in the septic tank. 2) Inspection,power testing and clean/replace intake filter of the air blower. 3) Inspection of tiie alarrrt system. 4) Inspect overall condition of FAST"Systein. 5) Notification to OWNER of any problems encountered. 6) Service other than routine maintenance will be billed at all Dourly rate,plus travel and parts. WTS sligll notify the local Board of Health and Department of Environmental protection in writing within 24 hours of a system failure or alarrri ovent including coirective measures that have been taken, OWNER will be billed standard WTS charges for ally parts used In repairs or nnairntennarice. Any additional labor time will be billed to the OWNER at our current labor rates of$78.00. Bpnurgency service between regular inspections will be provided at standard labor rates during normal business hours;at tune and one half after 5:00 PM and on Saturdays;and at double tune on Sundays and holidays. I3rnergenoy service charges will include a inin'innum four(4)]lours of labor,plus standard WTS charges for pacts, plus mileage and travel charges. The annual rate Includes routine maintenance,but does not include repairs required for damages caused by abuse, accident,theft;acts of third persons,foreaq of nature,or alterations made to . the equipment. WTS shall not be respolisiblo for failure to render the agreed services if caused by strikes,labor disputes,non-cooperation by OWNER,or other faotors beyond the control of WTS. OWNER understands and agrees that WTS is not responsible for special,incidental or consequential damages, including but not limited to loss ofthne,injury to person or property,or equipirtent failure. OWNER agrees that WTS may enter OWNEk's property and have acceptable access to all areas dccined by WTS to be necessary or appropriate for WTS to perforin ifs duties hereunder. Current WTS practice is to solid OWNER approximately 10 days before oxlilratiolt of tho term of the current to ntrnet an involcc for ono year otservice. It is OWNER's responsibility to tiuncly return the payment. s , TRANS.NO.: CITY/TOWN: APPLICANT: ADDRESS: DESIGN FLOW: gpd REVIEWED BY: DATE: N/A OK NO GENERAL ,, Legal boundaries denoted [310 CMR 15.220(4)(a)] Street, Lot, tax parcel number and lot number noted on plan [310 CMR 15.220(4)(u)] Locus Provided [310 CMR 15.2204(t)] Plan proper scale?(1"=40' for plot plans, 1"=20' or fewer for components) [310 CMR 15.220(4)] Easements shown [310 CMR 15.220(4)(b)] System located totally on lot served [310 CMR 15.405(1)(a) for upgrades]- if not, a variance is required [310 CMR 15.412(4)] Location of impervious surfaces (driveways,parking areas etc.) [310 CMR 15.220(4)(d)] Location all buildings existing and proposed 310 CMR 15.220(4)(c)] Location and dimensions of system components and reserve areas. [310 CMR 15.220(4)(e)] System Calculations [310 CMR 15.220(4)(0] daily flow septic tank capacity(required andprovided) soil absorption system(required andprovided) whether system designed for garbage grindei North arrow [310 CMR 15.220 4 Existing and ro osed contours [310 CMR 15.220(4)(g)] Location and log of deep observation holes(existing grade el. on ✓ each test) [310 CMR 15.220(4)(h)] Names of soil evaluator and BOH representative [310 CMR 15,220(4)(h) and (i) Location and date of percolation tests (performed at proper elevation?) [310 CMR 15.220(4)(i)] Percolation test results match loading rate? [310 CMR 15.242] Certification statement by Soil Evaluator [310 CMR 15.220(4)0)] Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3)and 310 CMR 15.220(4)(n Address 17 Alt'W 4 © Al ��� Sheet 1 of 7 r � N/A OK NO Location of every water supply,public and private, [310 CMR ✓ 15.220(4)(k)] within 400 feet of the proposed system location in the case ✓ of surface water supplies and gravel packed public water supply within 250 feet of the proposed system location in the case within 150 feet of the proposed system location in the case ✓ of private water supply wells Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMR 15.211 and any catch basins located within 50 ft. [310 CMR 15.220(4)(1)] Water lines and other subsurface utilities located [310 CMR 15.220(4)(m)] (if water line cross see 310 CMR 15.211(1)[1]) Profile of system showing invert elevations of all system V components and the bottom of the SAS [310 CMR15.220(4)(o)] Stamp of designer [310 CMR. 15.220(1)and 310 CMR 15.220(2)] Stamp of Registered Land Surveyor(required if construction activities within 5 ft. of lot line) [310 CMR 15.220(3)] Test Holes adequate (two in each of the primary and reserve unless trenches as permitted in 310 CMR 15.102(2)or as approved for an upgrade under LUA at 310 CMR 15.405 1 Test hole adequate to demonstrate four feet of suitable material? [310 CMR 15.103(4)] Test Holes adequate to confirm adequate groundwater separation? [310 CMR 15.103(3)] Benchmark within 50-75' of system[310 CMR 15.220(4)( )] Materials specifications noted? [various sections of 310 CMR 15.000] System components not>36"deep (unless Local Upgrade Approval or LUA requested) [310 CMR 15.405 1 ] f Address 7 �4/,-/J 4,A XKC Sheet 2 of 7 N/A OK NO SEPTIC TANK . Size OK? 310 CMR 15.223(1) Inlet tee located ten inches below flow line [310 CMR 15.227(6)] Outlet tee 14"or 14"+ 5"per foot for increase ft depth [310 CMR 15.227(6 Outlet tee with gas baffle or approved filter [310 CMR 15.227(4)] Note regarding installation on stable compacted base [310 CMR 15.228(1)] Separation between inlet and outlet tees (no less than liquid depth) [310 CMR 15.227(2)] Inlet/Outlet elevations at least 12"above high groundwater (except as described 310 CMR 15.227(5))or permitted for upgrades under LUA [310 CMR. 15.405(1)(k)] Minimum cover 9"(Tanks buried more than 9" must have risers on all openings and on the d-box) [310 CMR 15.2228(1)and 310 CMR 15.232(3)(0] Three access covers (inlet and outlet must be 20"or greater)- middle access at least 8"(b 7/07) [310 CMR 15.228(2)] Access to within 6 "of grade - one port for systems<I 000gpd, two fors stems>1000 gpd 310 CMR 15.228(2)] All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] > 10 ft from building foundation [310 CMR 15.211 1 ] Buoyancy calculation Re uiredMone [310 CMR 15.221(8)] Vr H-20 Where appropriate? [310 CMR 15.226(3)] Setbacks from resources [310 CMR 15.211 Multi-Compartment-Tanks Required when other than single-family dwelling or flow>1000 / d [310 CMR 15.223(1)(b)] V First compartment 200%daily flow; Second compartment 100% daily flow [310 CMR. 15.224(2)and (3)] "U"pipe through or over baffle, outlet of each compartment with as baffle or approved filter [310 CMR 15.224(4)] Address Sheet 3 of 7 II r' y N/A OK NO BUILDING SEWER AND OTHER PIPING. . Located at least ten feet from any water line? [310 CMR 15.222(2)] Disposal piping at least 18"below water line (when water and / sewer cross, see 310 CMR 15.211 1 1 V Cleanouts required/provided? [310 CMR 15.222(8)] Thrust blocks specified in force mains?310 CMR 15.221(6)(c)] Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable ✓ [310 CMR 15.222(6)] Proper pitch on all runs? (.005 within gravity-distributed trenches and beds) [310 CMR 15.251(9)and 310 CMR 15.252(2)(c)] Siphonproblem/(leachfield below pump chamber) Endca s or vent manifoldspecified? 71 Size and orientation of discharge holes specified? (not smaller than 3/8"not larger than 5/8") [310 CMR 15.251(8)and 310 V CMR 15.252(2)(h)] Materials specified (310 CMR 15.251(5) specifies various pipe types allowed) DISTRIBUTION BOX4� Stable compacted base [310 CMR 15.221(2)and 310 CMR 15.232(2)(a)] Splash plate or baffle tee required on inlet/provided? (when pressure sewer to d-box or steep pitch of gravity sewer) [310 CMR 15.323(3)(a)] Riser if deeper than 9" [310 CMR 15.232(3)( Inside minimum dimension 12" [310 CMR 15.232(2)(b)] Minimum sum 6" [310 CMR15.232(3)(e)] Watertight cover if<2000gpd); waterproof manhole if>2000gpd 310 CMR 15.232(3)(d)] PUMP CHAMBERS _ r Capacity(emergency storage above working--design flow)? [310 / CMR 231(2)] Proper setbacks [310 CMR 15.211 (same as septic tanks)] Watertight 20-in minium access manhole at least 20"MUST BE / TO GRADE [310 CMR 15.231(5)] Service components accessible (not too deep with piping, l disconnects accessible) v Alarm floats- alarm on circuit separate from pumps specified? Exceeds two units must have two pumps operating in lead-lag mode. 310 CMR 15.231(6)and 8 Stable Compacted Base [310 CMR 15.221(2)] IBuoyancy calculations needed?Provided? [310 CMR 15.221(8)] Address S 7 AIEGr/ L-dA1--J,9A,' ��C< Sheet 4 of 7 N/A OK NO SOIL ABSORPTION SYSTEMS(SAS) GENERAL Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR 15.240(1)] Required separation togroundwater? 310 CMR 15.212)] Aggregatespecified as double washed [310 CMR 15.247(2)] System Venting required/provided?(system under driveway or >36"deep) [310 CMR 15.241] Inspection ports specified and within 3"final grade? [310 CMR / 15.240(13)] ✓ Breakout requirements met? (No violation of breakout elevation / within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and Guidance Document] GALLERIES,PITS,CHAMBERS 310.CMR 15 253 E Chambers and Gal. in trench configuration supplied with inlet / every 20 ft. [310 CMR 15.253(6)] V Each structure with one inspection manhole (if>2000 gpd must be tograde) [310 CMR 15.253(2)] Aggregate I' minimum- 4' maximum. [310 CMR 15.253(1)(b)] 2' sidewall credit maximum[310 CMR 15.253(1)(a In bed configuration, inlet every 40 s . ft. [310 CMR 15.253(6) TRENCHES 310 CMR_1.5.251: Width T minimum 3' maximum[310 CMR 15.251(1)(b)] 100 feet- maximum length 310 CMR 15.251 1 a Minimum separation 2x effective depth or width whichever greater(3x if reserve between trenches) [310 CMR 251(1)(d)] Situated along contours [310 CMR 15.251(2)] Breakout OK? [310 CMR 15.211(l)[4] and Guidance Document] BED SAS (Alaximum size of bed i or field 5000 gpd) minimum 2 distribution lines [310 CMR 15.252(2)(a)] Maximum separation between lines 6' [310 CM RI5.252(2)(d)] Maximum separation between lines and outside of bed 4' [310 CMR 15.252(2)(e)] Aggregate depth below discharge pipes 6'.' minimum, 1.2" maximum. [310 CMR 15.252(2)( )] Separation between beds 10' minimum. 310 CMR 15.252(2)(0] Bottom area used in calculations only [310 CMR 15.252(2)(i)] Address .5-7 W,641 / o A/� ld 4Pt Sheet 5 of N/A OK NO DID THE PLAN-INVOLVE',' ` { Pressure Dosed System ? Provided pump and piping calculations as required [310 CMR 15.220(4)(r)] Pressure dosing required on all systems>2000gpd or alternative / systems under remedial approval [310 CMR 15.254(2)and I/A ✓ Remedial Use Approvals] If used in gravelless system- make sure jet is directed as not to scour soil interface Guidance Document] Inspections once per year(systems<2000 gpd)or quarterly (>2000 d) good to note on plan [310 CMR 15.254(2)(d)] Construction in fill - Did the plan specify that the fill shall meet ✓ the specification of 310 CMR 15.255(3)? Impervious barrier and/or retaining wall? [Guidance Document] Impervious barrier installation must be supervised by / designer [310 CMR 15.255(2)(b)] Retaining wall must be designed by Registered Professional / Engineer [310 CMR 15.255(2)(a)] V Side slope not exceed 3:1 ? [310 CMR 15.255(2)] Breakout requirements met? [310 CMR 15.252(2) and / Guidance Document] Y At least 5 ft. from impervious barrier to edge of SAS (10 ft. recommended) [310 CMR 15.255 (2)(e)] Gravelless System[IIA A proval Letters],' Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface Alternative Septic System[IIA Approval Letters) Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? Is the technology being properly applied and does it meet all DEP Approval Conditions? Is there a note on the plan regarding the requirement for. perpetual maintenance agreement? Any alarms involved on separate circuits Did the applicant submit an operation and maintenance manual? Has applicant submitted a copy of a maintenance v VariancesAv. Are the variances listed on the plan? [310 CMR 15.220 l (4)( )] ✓ RLS Stamp necessary on plan if a component is within five feet of propertX line 310 CMR 15.412(4)] ew constructio or increased flow proposed- [Refer to 310 CMR 15.414] Address 37 l ,:C-M1 4oA4,)d f✓ tlC- Sheet 6 of 7 N/A OK NO Nitrogen Sensitive Areas Is the system in a Designated Nitrogen Sensitive Area(Zone II for a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and 310 CMR 15.216- also refer to Policy regarding upgrades of such existing systems] 0 Is the system proposed on the same lot as served by private well? / [310 CMR 15.214(2)] IVO Are the nitrogen loads proposed in compliance? [310 CMR / 15.216(l)] y � SSE StW��reA�Si��/ CA1-CV447ieN5 V Miscellaneous Pumping to septic tank? 310 CMR 15.2291 Shared System(310 CMR 15.290] Address ,-7 / 2M/ ©�-�®� Sheet 7 of 7 P 7 1 r i 6 �W7 1AI 4 J im Ir".jSID COTUIT 671 MAIN STREET9 C0=9-_M- A- BU ILDING ; GENERAL NOTES esEC i (L 'f{` �JJ///JJJ ��� GENERAL,; l• CORttaCtOS ehdll obtain and 71 -- - pay for rot lties a.feea, % PONT,, BAY 'Ilyi� L• All.ha canstzvctton and procedures eensea, royalties and Lases. . y� ` shall eaaL eha reyaframane of rquired rotcenatruet£on and the Hassachnssita state building occupanc . cadet the local #urisdIetion of ' ehEp(tw) or fd3131''� NYf,and 6ny CODL . -NORTH STREETS - other:applicable .d as £ctioas. i ' 2- All materials and items shall be 1. Contractor shall perform all inst+Iled or +plied as pez chin xozk and provide all materials 1 manuficturea £astznetiona,eiree- in compliance with all appli- 297. r Liana:and recommendations and - cable coda:and jurisdiction _ }� as•pa'r•the beat.practice or the including the latest. issue ■■■ ttt A i/S CH U S��S trade.. of The kasaachasetL6 State ' ���-���•�' •■i ■■■ 3- any teferartce io •Contractaz" Sn.... Bn£iding'Code chest,d}avingaiaC notes shall ra- far tG Via contractor, his employees, contractor shall perform all his siib+ContractOra or their sub- nark and Install or-3.ppiy all subcnntr►ctors, his supplier. and items and materials as per man- any ctber:-1adivSdials or companion uf..t.r*r•a instructions and re- under contract to him for this pro-' commendations and as par prdetit jamb as.the cans'bay apPlT• of the trade.. 4. contractor ship}1 provide all nac- •salary l.ter,.dterial,.quipnent, TEMPORARY SERVICES. Stain:tool.and *up...isiam►a ra- qulrad to perform and complete the 1. Contractor "hall provide, instal vork me shown or intended by the and pay for;any and all tem-. draeings. - - porary 0arvi.e. ea required for construction including eater•. SAppgy. - electricity and telephona.and. _.. heat. . '1. Conttactor shall Carry out Pro- - �s-DIMEO visions of"The NoauSi of Accident - STORAGE, - Pzaeaj:tiort In Con.trnetion'. pub--- limbed by The Associated General 1. Temporary storage of materials Contractors of AmerSca,Inc. and-any debris and excess materials �� � ` a gOS praeautie. a a- revs pa y loved ed the pro. gafred by any applicable juriadletiana jest alto only in a location including i1SHA.and manufactorer•a' previously approved 6y ovner eatery rarnmmendatiana !ar equipment tools:or sateriala. Also see;.,-OSHA TEMPORARY SANITARY gACILITIES: y Safetj and Health Standards 2207 (29 O _ a,r,. ��ai ��/�y%Isa� msapty�s 6Ztt 19261T910)'or latest edition as 1. Con it ry r shall Provide tom- i3 O( 8R®lLa�/ i�sr i�rmsS{aa�F applicable. sanitaz Paci li ties in con- ! formity vith all state and is- ARCH y 111 SHORING SHEETING AND BRACINO: cal lava. Joe UNN STREET -sTiA7�V Mf;R>,7e71"1<!d[743SMS f. andCon raptor shall yfwprov jny -hall SCAcontrac: to �i and remove and par for any sheets.. '1. contractor shall L $ �_^'�y ��� - .hazing and bracing as required panvi.11 inct 66 by any portions of the construction' and dismantle any d all inter- Q -v las and extorfor scafolding and 80 process. staging as,required for constr- 2. Contractor shall check,verify 0Plia ppli cable l.asa rdinance. { and coordinate all measurements, y (including ` E 81-43 ' ' dimensions and re y. codea.aafet rules 9 i.as a v Port an diacre- u Immediatelyectly. to the Architoct OSHA) and other applicable Jur- I - + immediately• - Sadittions_ SCAlF j•a 2083' 2 3.10 F Od��Gt i ... .� - a'6 siaaDas•$ . i I _ Ir. ' -e-.tom—,-a...._..._. __,_.__.-___..+_. e.....^..--'--'^'etm�.�:�ct•--tt.._..,.-._.. '� _� ,,,_ w. it I I I ` Nt t I • �r t T .......... . .... • � -') .I Q, �" ..fir:�bs ®...L..._.�wu^D}u1�4 i LL k—`�!:�'' � I r j< 1 - --�• -e i i i` S�j' .:E't*' .3�^°r ' .2S�'� •°i� ___._....____ t...! I {I S 1,7 a j �°•� � '�tT I-i --- Z DTI ; j� Ic S; ct I" i JI j to b' �rHca•r � ''� r -� �' I� Z � }? ,p�(� � I � t � .� { I �- 'n� :5ro" •i � I `���i of - � '�kl • --• -r-i- �� �9 a °1 Yr i_ El 'i cl .;..� I it i o _tl -�c .. ...._ tt r !' �td aZL:Z4 to �'3=21:, ,• g, _x.'y5S2`- � �5�__.._._._..._.,._._. •�..' � I ' I �`—.I`�,,,_ .. -I� �I " µkg I � l�� � � t o�o' ---- fi• i I � A G L—p cP L 9 I oqp 4, s � �• � Z i I `!I I ul.h t— _ Rc�cF k I f I �t h� 'I .It 0 1• � t I „vrwi�'sv.•M�.u,• 1 _� t 4 ' Ij �13 r� -.I � 1�>.J �M1J.'h .�P�. � �' � •� E y 11, tJ , N;! k � � J -��.G. �) f a�I_ to_ - _ -$t/4°x`� �/Ylc9>•l.-0„'�i�g'T j,, r`�� I ! ; • TiAl — ---- -284a _ n ILE.5� WIDE O ENIN 1 NO DOOR ?,� O'T WDO+� 1 .G400 3 UR �'- { —^-- - 4 Ica:e-l.+q I 4 ��•' _ 22G•o I 5i WIDE 0 ENING r�3�r13��YER94.LAH�%wY{.e.J i �:CLd4rsrt _ 84:' ;NO DOOR i, � • A r-1,4e. 41-, 1 Ik 1 h s' I •J-----'}} '• 1--v&w�ce�.j fLl[-riY� 1�; I t 71 .-- n' I• I .. E ? I � �1- ___j'; / - r t I J I 'i I I Y--EiJ-�--•-�I J � ;�� !�:.. !� - -ni t Si,col-11� 1=LOai'� r,LaN - Two r5a17Dr-,o Cl)l'1 UNIT r�uI r)Im.� , _ g2os}17•icj+ ��+`T t1.'.:'S.1i) r'�okweys Fh'n+T G.18•l0 • �>�z6erc,sSs ?�uNT S'1s•tJ �►►osECT, DMED A9 , . BUILDING � L .eeemrrw. owra PETER 9tiCIATEs,MC.. :•�%'Q�'`"v'TAj�, aa'o:Mo. ARCH1TEeTS-ENOR/EERB is&■A►x ( �,a�•o;� Dt3T=G X f�Ul L r�i N G #K� x?' 'r �Ci777JCL rF/lA,- s"EXT• '�a i n►cBs'` A _ - iTOlflffAl�r A1iACM1�tETTi.0i101f '� ra,�nr. •'• L2 k. MAP 36 16 # 661 N/F TURNER, MAR/L YN 661 MAIN ST COTUIT, MA 02635 BUTTRICK, 10HN B { 7�GR0VER, PAUL E 5' ARBORVITAE 6' & TRA CIE E ON CENTER TO 6 ALLEN ST FORM LANDSCAPE ' MARION, MA 02738 BARRIER. UTILIZEGraveli Driveway DRIP IRRIGATION 570.74' O.A. LINE 3 YEARS MIN. Benchmark. I — N8$'18'S5"E 30" CB/DH EROSION `. NTROL WORK�� WORK CONTROL — — .� �.� Elev. 51.10 CB/DH f 244.04' CB TO -/ ° � � .� — — BE SET Fnd cn i PATIO " PATIO PROPOSED Exist Bituminous Driveway IRRIGATION WELL WITH BACK FLOW PROTECTOR Brick Walk _ t NOTE: BLDG 6" LOAM AND SEED a 264.9' ALL DISTURBED #3 c �1 AREAS , _ _ _ - - - - - - - - - - _ _ — ZONE o8 RP�� D FtlTURE 16" — — — 11 � GP � Vf'LGA� ® A D ^� V — CA GARAGE GARACCCC� Existing Porch a _ � e I � �71 � k ZONE 1 a0M 1 BEDROOM GARAGE r Existing Dwelling .a 3 Bedrooms O I Q AREA BEHIND FENCE TO BE RETAINED IN NATURAL STATE $ R + 1 BEDROOM Reduce to 2 Bedrooms t CONSERVATION RESTRICTION TO BE GRANTED. , L --"—r _ Q COTUI T FIRE DISTRICT ` {�+ N L J Bulkhead oy� 20" cD ` P.0. BOX 1475 I 4.,. O y I COTUIT, MA 02635 Utilit a+ ` � 0' Pole C # 674 z \ \ B 20 t t w Guy O cn o Utllityc� 00 Ica o uj Handbb�k o rn � o t I L r�* PROPOSED PAVED PARKING o t - o 23.0' �, 23.0' , o. o i Lot Area Q w _ 0 20.0' Q- i i ,� o m \ e o ,o 0 0EM 10.0 t t oo { .{lI �� � D 2.34 TOTAL ACRES 10•0 _ - MULCH BED o o in { �1 CONSERVATION J. �? � , t t t ��° �0 o EASEMENT B s 14 R (TYP. o, N i o o 1 .05 ACRE RESTRICTIVE EASEMENT �� �I I { I � I I � I 0D z FOR COTUIT FIRE DISTRICT/WATER DEPT. WORK LIMIT LINE \ o I o t GARAGE N 0 PROVIDE HAY BALE LINE t F,Q B PROPOSED TREE (TYP. SILT FEN CE O GARAGE CE DURING CONSTRUCTION. Si R I p I 4' HIGH 2' WIDE 4 0 O,LcO \ B 17 0' BLDG GARAGE BLDG PRIVET HEDGE a 0 ��,Qp` #2 #1 (TYP.) rn s DUPLEX DUPLEX HCP COMPLIANT \ `9 � Existing SIDEWALK CONNECTION t � NO PARKIl6 L a w n SLOP MAX. ° PROPOSED SPLIT r'GFIRE LANE $IGN I I GARAGE 5% 3 RAIL FENCE TO BE fi (3(TYP. OF`,5) I ( qI INSTALLED ON EASEMENT �i� 2 BEDROOM 2 BEDROOM . x LINE PRIOR TO OCCUPANCY. 2 BEDROOM 2 BEDROOM CqR PLANTINGS IN FRONT OF FENCE � PATIO p CJ' PA'f10 - , �q� I ;.;, OSED ro , PATIO � PATIO BULKHEAD } � e yr (TYP. 299.88' S88'20'50'11V --_ _-� LIMIT OF wo K ER - - - - - -- - - ..* 572.21' CB/DH� CB TO \Fnd BE SE EXISTING Benchmark. T 1,"; I COTUIT FIRE DISTRICT \ COTTAGE / CB/DH Fnd. Utility P.O. BOX 1475 \ BUELL, R/CHARD & PHYLLIS H C/O BUELL, PHYLLIS H Elev.. 50.44 Pole COTUIT, MA 02635 { 1 BEDROOM I 4. CIRCUIT ST \ r NORWELL, MA 02061 # 688 I CHAS E, KEI/lN P & MCCAREY, CAROLS A oZ 699 M'IN ST_ \ M AP 36 COTUI t, MA 02635 \ 13 EXISTING MAP 36 \ # 689 O O DWELLING 12 \\ I I c.� { # 699 # 699 \ EXISTING \ DWELLING ZONING SUMMARY - ZONING DISTRICT: RF RESIDENTIAL DISTRICT .EXISTING PROPOSED RAIN GARDEN PLANTS USE: NUMBER OF DWELLING UNITS 2 8 PLANT NAME SIZE # CTUI'T' CENTER RESIDENCES MIN. LOT SIZE 87,120 S.F. (R.P.O.D.) 103,513 SF 103,513 SF CLETHRA ALNIFOLIA #2 16 VACCINIUM CORYMBOSUM #2 13 (FMLY. BAY POINT TOWNHOUSES) MIN. LOT FRONTAGE 150' 181.50' 181.50' REFERENCES MIN. FRONT SETBACK 30'* 54.5' 54.5' MIN. SIDE SETBACK 15'* *SEE MULTIFAMILY BEGS. 5.9' 15.5' ( ILEX VERTICILLATA #2 5 LAYOUT & LANDSCAPE MIN.` REAR SETBACK 15'* 328' 264.9' ASSESSORS MAP 036 PCL 15 REDOSIER RED TWIG DOGWOOD #2 !ill DEED BOOK 19541 PAGE 310 SITE PLAN SITE IS LOCATED WITHIN RESOURCE PROTECTION OVERLAY PLAN BOOK 101 PAGE 55 DISTRICT. SITE IS LOCATED WITHIN THE WP OVERLAY DISTRICT. OF LAND IN SITE. IS LOCATED WITHIN FEMA ZONE C AS SHOWN ON OWNER OF RECORD COTUIT BARNSTABLE , MA COMMUNITY PANEL NUMBER 250001 0018D REVISED JULY �co� 2, 1992• ,BAY POINT, LLC PREPARED FOR q� QJ ord Post Rood 297 NORTH STREET sir HYANNIS, MA 02601 PLM BUZZY, LLC E W PARKING CALCULATIONS. 2604` � � � � LM o o T) AVE SUITE 352 ROCHESTER NY 14618 LOCUS 8 ATTACHED DWELLING UNITS (1.5/UNIT) = 12.0 SPACES �NOFss9Pti = NOFMgssgcy c �zHOFMAss�cy ' CUtult + VISITORS AT (12� X 10%) = + 1.2 SPACES c DANIEL G o DANIEL �' ° DANIELA. DANIELA. tiG\ #671 MAIN STREET COTUIT MA 1 A. 'm A OJALA off 508-362-4541 > > Bay 13.2 SPACES REQUIRED ! OJALA OJALA CIV ( ILL �, CIVIL _ fax 508-362-9880 , �No.40980� No.40980 , No.46502 No.46502 ¢ downcape.com © SCALE: 1 = 20 DATE: 1 1 -22-04 16 SPACES PROVIDED o cap' �o �� o �� �ss� �. �Ess�o o F ISTe�,� �, �F GIsTe� ��� o o REVISED.: 1 — 19-06 REVISED.: 5-30-07 • ®��'�� � OSUR"���� ��SSGONA4 ��G\� sSInNAL LNG down Cdpe e# ineerin s INC, REVISED.: 4-6-06 REVISED.: 8- 19-08 -..SITE COVERAGE. � � �TOTAL BUILDING FOOTPRINT: 13,489 SF SF = 13.0% civil engine REVISED.: 2-27-07 REVISED.: 4- 10-09 LOCUS MAP PAVEMENT, _ � .,,; �r� REVISED.: 4-5-07 REVISED.: 5-8-09 . --� ( PAVEMENT WALKS & PATIOS 15,171 SF = 14.7% V� I4'17C� surveyorsSCALE 1" = 2083' TOTAL IMPERVIOUS COVERAGE 28,660 SF = 27:7 % < 50% O.K. '�L- I�' J� Scale:l"= 20' REVISED.: 12-19-14 (TOWN COMMENTS) DATE 939 Main Street ( Rte 6A) DANIEL A. OJALA, P.E., P.L.S. ASSESSORS MAP 036 PCL 15 NATURAL STATE: 45,611t SF = 44.1% PROVIDED. YARMOUTHPORT MA 02675 0 10 20 30 40 50 FEET SHEET 1 OF 3 04-304 BAYPOINT FAST.DWG I MAP 36 I 16 N/F I I g ... TURNER MARI YN ) I J I � 661 MAIN ST I vd, UNSUITABLE S IL REMOVAL AREA ESTIMATE BUTTRICK, ✓OHN B �- �'� COTUIT, MA 0�635 ) OF LEACRE FIELD, LOW INVERTS ON LOW VERIFYWITH ENGINEER SIDE I %GRO l/ER, PAUL E I �..�. `` I I I \ & TRA CIE E \ ` I PROPOSED / PROPOSED SEPTIC 6 ALLEN ST \ / ED / PROPOSED LEACHING AREA 1992 SF ROOF DRAIN PRESSURE DOSED SAS Grave/ ,- MARION, MA 02738 \ ` / 2'x2' WITH 4' ROOF DRAIN Dk-/Veway - \ I / STONE 2 O WITH 4' S 1.5"0 SCH40 PVC LATERALS AT 5' O.C. �_ Benchmark: \ � 570.74 O.A. / STONE ( } - _ I N88'18'55"E / /�\� � WITH 1/4" SHIELDED ORIFICES 5' O.C. / I _1 ,� \ �"ER ION CONTROL F K WORK - -- N CONTROL �T�2 CB/DH \ CB/OH \ \ 244.04' CB 7p-''( ` � � "'� I Elev. 51.10 Fnd \ BE SET I G - G G G G G G G G G G \ G G / G G G G G � ) / TDPROPOSE PATIO RD2 \ DRAIN P Q) - -ir .......::ti PATIO ROOF DRAIN PROPOSED Exist Bituminous Driveway i, ,, .'.,.:;,,.,, (TMP�-i PIPE (TYP.) IRRIGATION WELL :: :::;: :•:::•:•::•::;..::: ::: \ \ \ T.FND [51.5] WITH PROTECTOR FLOW :. I RD3 `}..... }:::::•.:,,..;;i:.:::::::::::`:; `` ROPOSED ROOF DRAIN \ E .'':i;`•: .....`•::::.. :...... :..:.... /�I I - / 2 x2 WITH \ Ei:; `;`:.':'•" : ':': :.`•:'Y#`..: BLDG / STONE TP _ _ - - - -\- - - - - - - - - - - - \ ZONE ( �� Rp,G� [50.5] FUTt I GP I DUPLEX ) [51.5] j ® � GARAC� Existing Porch \ ': �4 PG \ - _ L4 INV. GARAG •:::::. t l:!__ o s71 ..: .. . :..1 :..,. \ 4'ONE _ I T.FND [51.0] 48.45 I GARAGE NAT. GAS HOUSE AST Existin Dwelling \ \ 1 1 GM 1 BEDROOM INV. \ 9 9 R _ ___ ____ BLOWER AND 3 Bedrooms \ Ei:..:•:.::::•::;•:::•:•:••: :.;...,•:. J o o FUELED .::::... ........ .......: :.;•::::::•.: \ AREA BEHIND FENCE. TO BE RETAINED IN NATURAL STATE ) I Y.50 8Ed O 49,g [50.5� 48.621 BEDROOM GENERATOR VENT 6'X ' Reduce to 2 Bedrooms :; ::::::::: .;::•:::•:::::.::::•:•::;::. a \ I CONSERVATION RESTRICTION TO BE GRAN I ] ] --- LFOR SEP , _ \ :'.''`< : : .... `�° \ \ ' GRANTED. ) I / F \ INV. 1 [51.4] r �[51.9 20.4 is. COTUIT FIRE DISTRICT \ \ ) l 1 \ ;?•:aN :::•::.::•ai::: '::` + + I TP E 47.65 N E ��S Bulkhead P.O. BOX 1475 \ INV. G `:�:�i:'is�'t ;?'';�;''•`i:�;�:�:>:�:?� �i.?: \ ) I/ \ " S g� w S " \ 5% 47.3 I.::;:::_::°:; ::; :ii:::`.:':: Utilit I / I� E �I 6 1.59; F Pole y / COTUIT, MA 02635 QC, \ PROVIDE 56' OF 40 MIL LINER IN ) I TH-5 6 �� 1 (RAISE) w GAS [.: ?:.; ::::?;:::::.; ;;.,::;.;;,.;;,.,;..: :. \ \ \ \ AREA SHOWN. TOP AT ELEV. -S p \ \ ,y5 P 674 Z \ BOTTOM AT EL. 44.9 t / / I 2 FLUSHING W I SLEEVED '' \� [ 1 5] (/j ... \ 0 I CONNECTION �`~-- \ CROSSING S #•• \ / �4g 0 [4914] h W E TYP. 2"PVC rec ,y / \\ oo cJi \\ \\ \\ \ I J ` 'f_P4 \ �_ _ e d" 3,000 GAL. TANK WITH w 6�`� ��.� g q / i } Handb' k \ rn I / -tP2 LP3 \ / W 1.5 MICROFAST UNIT S f Ui \ \ \ � l / � � 3 �, �"-- W E 3 50 51,79 .p. -S - �Q-�- it•I �'�`:';�'�:;;�:??:a•:?�:�`•���'� ::�`�'�� 5 1 / \ N �_ E [51.6 0 GAL. [ b3 \\ \\ \\ \ \\\ F&G ON C / \ // \ / \ SEWS LIN_-� H-2TP E ] TANK/P.E. E E / E 7 ( / \ ® Are \ / Jr- RRIMARY SYSTEM 1 00 .) 2 \ \ \ / / SERVICE 51.3 W / SO ESTED IT IS (o � I (TYP.) H-3 ENCASED \ � \ \ ter_ �\ C NOUT -� [51.9]H.P. I 50.8 a � \ \ \(1YP.) [51.3] ''-�- W WATER I h FAILS, OG I I I 0 0 \ \ \ 2.34 TOTAL ACRES ` TO BE REMOVED & it 1 p / \ \ CONSERVATION \ /\ t �� 1 gyp �, ( } 1 REPLACED IN KIND, AND 1 I ] \ / 0 \ \ \ \ l CBOT ` / I E \\ e 6 Al ---LINE TYP. / O N � \ \ EASEMENT \ \ / BE s �� r -- ----- _\ _ _ [51.5] \ 1 THIS RESERVEAREA I .1 a c \ > I 1.4] - _ /--- [50.5 NOT BE U�fILIZED. 5d 1 1 1 _< 1.05 ACRE RESTRICTIVE EASEMENT \\ \ / \ \ ES1 2 , i 3 - - -� �� TIC RESERVE AREA 1, - _ 5] N c_n \\ \ \ / \ �d, ly� ✓ I [50.4] \ 1.0] SEPTIC- - _- - - - - 1 Nci FOR COTUI�\FIRE DISTRICT/WATER DEPT. \ \ WORK LIMIT LINE/ \\ T.FND [51.0] GARAGE 148.52 c° [50] I \ I( o -� I INV. Z PROVIDE HAY BALE LINE F \ [ ] [ Wg" C. LW ATER WAIN W �r W W 50.3g W� I 0 D \ & SILT FENCE DURING CONSTRUCTION. 'S'OS/o\\ I GARAGE ( 48.62 [51.5] T.FND 52.5 51. \ FA [50.5] QI 11/'� \ ' n [51.5 1 1 VLVVI GARAGE BL G , [CB3i� �� \ \T70G \ 0 #� 71 #2 EPT. \ �9 I sp__ 0� SECS. 0 DUPLEX _ , VLEX �5 J \ NO PARKING I 49 q \ 0 \\ \ \ PROPOSED SPLIT GARAGE - �1 , \� RAIL FENCE TO BE \ \ ` FIRE LANE SIGN I [50] I -'�� ]-------�---_--- �'E�6 � \ (TYP - 47 --------FES2•--� -� �'� 3 ROOF DRAIN � \ INSTALLED ON EASEMENT \ �i�. � 2 BEDROOM 2 BEDROOM \ I LINE PRIOR TO OCCUPANCY. _- PIPE Y o --- --- -- (TYP.) P \ �` 2 BEDROOMI � 2 BELRC='OM .:.�: �, � '��..---------------__!_' � \ �-- \ PLANTINGS IN i i \ \ \ \ FRONT OF FENCE \ �p - PATIO _ -_- - _ __-__-__ PATIO RD4 ---/ --- --- - - �, -- -- PROPOSEZCL _- ------ CB4 \ [SRA 0 PATIO BULKHEAD [49.21 DEEP SUMP BASIN \L 5i_ � \ O G 0 0 TYP48.5 - 50j 1 299.88' \ S88'20'S „W c, MI OF WnRK ( y •) OF&G � __�-_ -I \ -! CBIDH-1_" \ \ \ \ \ 572.Z1' \ 16 PROPOSED Fnd \ \ \ ~ \ \ \ CB TO \ (2) PROPOSED k9' EXISTING ROOF DRAIN ak. COTUIT FIRE DISTRI`6 \ \ \ \ BE SET \ MONITORING WELLS Bench ma d, I \ COTTAGE 2'x4' WITH 4' `s CB/OH F d. Utilit P.O. BOX 1475 \\ `� �` \ \ \ (1 DEEP, 1 SHALLOW} STONE BUELL, RICHARD & PHYLLIS H CIO BUELL, PHYLLIS H Elev.. 50.44 Paley COTUIT, MA 02635 \ \ \\ \\ \ 1 `\ \ \ 1 BEDROOM I 4 CIRCUIT ST NORWEL , MA 02061 J ) # 688 \ \ \ CHASE, KEVIN P & NCCAREY, CAROLE A �49 74 \ o\\ \\\ \ \ \\ \ \\ 699 IV,ltiA 02635 \\ kg6°� MAP 136 Ii ° EXISTING MAf� 36 \\ # 689 \\ \\ x O I \ DWELLING 10 / \ I I 'OENERAL � , # 699 # 6Y9 \ \ I \ I EXISTING \ J \ 41 DWELLING / \ 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN S \ l APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING / \ • \ CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE \ TURNAROUND "T" (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR \ ` EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. \ " PER SUBDIVISION '2-,ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS \ REGULATIONS PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATION'S FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. LEGEND: + ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. AND BARNSTABLE HEALTH REGULATIONS. \�\+ 3. VERTICAL DATUM IS NGVD29 ASSUMED FROM TOWN G.I.S. DATA CB1DH CONCRETE BOUND/DRILL HOLE DRAINAGE.�+ I ELEVATION SCHEDULE COTUIT CENTER h�.ESIDENCES 4. ALL ROOF RUNOFF TO BE PIPED TO DRAINAGE SYSTEM. COORDINATE DOWNSPOUT LOCATIONS WITH ARCHITECT. ROOF DRAINS 6"OSCH40 PVC AT 1% MIN. PITCH TO DRYWELLS/DRAINAGE PROPOSED LIGHT POST STRUCTURE RIM INVERT TOP OF PRECAST ALL STORMWATER FROM IMPERVIOUS SURFACES TO BE RECHARGED ON-SITE. CB1 48.5 46.0 48.0 (FMLY. BAY POINT TOWNHOUSES) FES1"=40' i 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 UNLESS NOTED. EXISTING TREE C132 44.9 CB2 47.6 44.5 46.5 DRIVEWAY TURNAROUND 6. SEPTIC SYSTEM UNDER PERPETUAL OPERATIONS AND MAINTENANCE CONTRACT, INSPECTIONS REQUIRED. LP1 48.7 44.4 46.4 GRADING & UTILITIES I/A SYSTEM INSTALLER TO CONTACT VENDOR AND COORDINATE ALL CONSTRUCTION DETAILS WITH VENDOR. '' PROPOSED TREE LP2 48.8 44.4 46.4 SITE 7. GRADE ALL LAWN AREAS TO PROVIDE POSITIVE PITCH AWAY FROM BUILDINGS. LP3 49.2 44.4 46.4 PLAN 8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. JUTE NETTING ON ALL SLOPES >10%. LP4 49.8 44.4 46.4 STAKED SILT FENCE AROUND WORK LIMIT TO BE MAINTAINED UNTIL SITE STABILIZED. SEE NOTE 19. O PROPOSED CATCH BASIN CB3 50.0 47.5 45.0 9. ALL SEWER PIPING 6"OSCH40 PVC AT 2% MIN. UNLESS NOTED. 10. SEWER COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT _ FES2 47.3 O F LAND I N INSPECTION BY OWNERS ENGINEER AND PERMISSION OBTAINED. /� \ CB4 48.5 46.0 48.0 11. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. LP5 48.5 45.8 48.3 �¢r 12. SITE LIGHTING SHALL BE RESIDENTIAL STYLE POST LIGHTS AND SHALL NOT '\ PROPOSED LEACHING PIT ` _ r LP6 48.5 45.8 48.3 COTUIT (BARNSTABLE) , 1VIA CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, OR NEIGHBORING PREMISES. z ��_I�� RD1 45.0 46.0 C) cod 13. TOPOGRAPHY AND DETAIL LOCATION FROM FIELD SURVEY BY DOWN CAPE ENGINEERING. O PROPOSED SEWER MANHOLE ����NUFMgssgc l RD2 47.0 4$.0 PREPARED FOR w SOME OFF SITE DETAIL FROM TOWN GIS DATA- APPROXIMATE, FOR REFERENCE ONLY. o DANIEL tiG Qo Old Post Rood _ - - - - - - - _ PROPOSED ROOF DRAIN `s N ��NOFMgs RD3 48.0 49.0 PLM BUZZY LLC �0 14. ANY FILL AREAS ARE TO BE CLEARED AND GRUBBED, WITH TOP AND SUBSOIL REMOVED A. �, �``� s�o PRIOR TO IL MODIFIED PLACEMENT. ALL FILL TO BE CLEAN DENSITY. AREAS STRUCTURAL FILL BUILDINGS COMPACTED E IN 6" D D PROPOSED DRAIN LINE o OJALA U, o� DOJALA yG� RD4 47.0 48.0 2604 E LMW O O D AVE, SUITE 352 MONITORED AND INSPECTED BY FOUNDATION ENGINEER. 48 HR. NOTICE REQUIRED. 0 40980P o CIVIL � u, _ - -44- - - - - EXISTING CONTOUR �F ROCHESTER, NY 14618 � �ss�o �, No,46502 LOCUS 15. ALL PROPOSED PAVEMENT TO BE FINISHED WITH CAPE COD BERM 12" X 3" 9ti � • BERM TO BE CREATED INTEGRAL WITH BASE AND TOP COATS OF ASPHALT. _- [46] PROPOSED CONTOUR c Suw Cvtuit 16. IF SEWER LINES MUST CROSS WATER SUPPLY LINES, THE SEWER PIPE SHALL BE Off 508-362-4541 #671 MAIN STREET, COTUIT, MA CONSTRUCTED OF CLASS 150 PRESSURE PIPE AND SHALL BE PRESSURE TESTED TO ASSURE [51-01 PROPOSED SPOT GRADE ��jH°F MAssa �, B]� WATER TIGHTNESS. o`'� DANIEL cyG� �o� DANIELA. yGs� fax 508-362-9880 SCALE: 1 ' = 20' DATE: 1 1 -22-04 ay " S S PROPOSED SEWER LINES A �-, o OJALA downcape.com 17. SEWER LINES SHOULD BE 36 (18 MIN.) BELOW WATER SUPPLY LINES, BUT IF IT IS S OJALA U, CIVIL: U) C C REVISED.: 1 -19-0 6 REVISED.: 5-30-07 NECESSARY TO CROSS ABOVE A WATER UTILITY, BOTH THE BUILDING SEWER AND THE WATER G G PROPOSED GAS LINE No,40980 �No,465020 �� dowa cape eag�aeeriag taco REVISED.: 4-6-06 REVISED.: 8- 19-08 LINE SHALL BE ENCASED IN A LARGER DIAMETER WATERTIGHT PIPE FOR A DISTANCE OF 10 FEET ON BOTH SIDES OF THE CROSSING. (REF. BARN. SEWER REGS, TITLE 5, AND �eFeSs�o�'� °�F`cG/STe�<`��'�` i REVISED.: 2-27-07 REVISED.: 4-10-09 TR-16) E E PROPOSED ELECTRIC LINE ��H1)SURv�� SSIONAL�� civil engineers LOCUS MAP REVISED.: 4-5-07 REVISED.: 5-8-09 18. ALL WATER MATERIALS & SPECIFICATIONS MUST CONFORM TO COTUIT WATER DEPARTMENT W W PROPOSED WATER LINE land surveyors REVISED.: 5-27-14 SCALE 1" = 2083' REGULATIONS. APPROVED CONTRACTOR REQUIRED. COORDINATE W/ COTUIT WATER DEPARTMENT. O PROPOSED ROOF DRAIN -"t� 939 Main Street ( Rte 6A) Scale:1"= 20' REVISED.: 6-6-14 19. SWPPP AND NOI TO BE FILED WITH EPA PER NPDES REGULATIONS PRIOR TO CONSTRUCTION. 4X4 CONC. WITH 2' STONE YARMOUTHPORT MA 02575 REVISED.: 12-19-14 (TOWN COMMENTS) ASSESSORS MAP 036 PCL 15 20. ROOF DRAINS TO BE PROVIDED AT ONE SQUARE FOOT OF LEACHING AREA PER 10 SF OF ROOF AREA O PROPOSED SEWER CLEANOUT DATE DANIEL A. OJALA, P.E., P.L.S. 0 10 20 30 40 50 FEET SHEET 2 OF 3 21. CONDOMINIUM MASTER DEED SHALL RESTRICT TOTAL NUMBER OF BEDROOMS ON THE SITE TO 13 MAXIMUM. 04-304 BAYPOINT.DWG i SHED TO HOUSE REMOTE 3 PHASE A/C GENERATOR W/ HOOD BLOWER BY GENERAC POWER SYSTEMS, INC. VENT THROUGH CUPOLA. DUPLEX PANEL AND 10 KW UNIT- MODEL EPS-10LCJ907 30 OR APPROVED EQUAL CONTROLS LOCATED IN ALARM & NEMA ENCLOSURE REQ. (TO BE ATTACHED TO BUILDING) GAS POWERED BACKUP GENERATOR SHED. GAS POWERED BACKUP GENERATOR CONNECTION REQ. 24" H-20 RATED F&C SEALED AND GASKETED EL. 52.2 PROVIDE GENERATOR HOOK MANHOLE FRAME AND COVER MAX. PAVEMENT OR » LOAM & SEED OR OTHER STABRIZATION- SEE LANDSCAF?F RI UP ON PANEL. LABELED "SEWER" TO GRADE. INSPECTION PORT 24" H-20 RATED F&C FIRST FLOOR VARIES SEE PLAN VIEW (TYP-) MANHOLE FRAME AND COVERS SEALED AND GASKETED 30"x36" 1560 PSF Hatch SEE DETAIL 1.5" VENT PIPING LABELED "SEWER" TO GRADE. 51.4t 51.8f Cast in, Flood Tight & EL. 51.4 MIN. Gas Ti ht. Bilco Alum. or TOP STONE 49.5 equal 49.3 TOP STONE 26" MIN. •° °° 2" PEASTONE OVER S. 0�5� OW SIDE- SEE PLAN ' COLLECTION - 2 24 I.D. ACCESS PORTS °••• B LAYER REMOVAL SEWER FROM PUMP CHAMBER INTO FAST INLET MH RISER 5' REMOVAL 2" REGYCLE LINE H40 PVC TEE PITCH BACK 0.5% MIN. NO LOW POINTS THRUST BLOCKS (6) 1.5"0SCH40 PVC LATERALS WITH 47.8t AT 1% MIN. - - - ^ - - - _ _ ALL INV. 48.95 4" ORIFICES N ENTER INV. 49.16 2000 GAL 48.8 -ANGLE TREATED WATER OUTLET - - - - AT CONNECTION G 12" PERF. HDPE PITCH TO DRAIN BACK AT 0.5% " LONGEST RUN TREAT T ZON / J�� �a Q PUMP OUT WELL/ SEE ORIFICE SHIELD DETAIL BOTTOM STONE 1 /° INSPECTION PORT 48.3 4$.4 120' 6"�1.5� » 46.65 - ----- --- ----- ---- ' BOTTOM STONE EL. 48.3 1$" MIN. SLEEVE ALL WATER WASTE INLET (MIN. 3" ABOVE `> 46.4 RESERVE JG Q\'cG� 4" MANIFOLD INVERT EL. 47' t IN CENTER, N 8" SCH-40 PIPE SLEEVE 10' EA. SIDE CROSSING, 20' MIN. CROSSINGS SEE PLAN OUTLET) INLET TEE 10" DN. < `> INV. 46.3 NOTE: LOWER 1700 GAL. 0 Q I° �•YCROFAST CUSTOM INVERT REQUIRED. 3500 GAL �k "` RAISE TO AT ENDS (0.5% PITCH DRAINS TO PUMP CHAMBER) o o PUMP CHAMBER 99 W W NOTE: 4' I.D. MH'S 0 1,000 GAL ' � H-20 FAST CHAMBER 7'-2" X7' X17p INV. 46.3 NOTE: CUSTOM INVERT REQUIRED. omnL z WATER SERVICE SETTLING „ 7 WORKING RANGE V) AND CLEANOUTS AS ZONE T 1 73 ( 3000 GAL. SIZE) 4/10 P z w 00 0 SLEEVE W/ 4" SCH40 PIPE 20' LONG WATERPROOF/WATERTIGHT » RECYCLE SUMP 305' 3/s WEEPHOLE OVER DUAL CHECK VALVES ,�� 7_TU VIEW ARE REQ. 4 6 AT 2% MIN. PUMP ON WYE TOGETHER LINES ON VERTICAL RISE o TIMER PVC TO BE SCH80 INSIDE TANK nm0 a 000000 00000°co°o°o°0°0°0°o°0°c 0°0°0°0°0°0°o°0°c DUPLEX MYERS PUMPS- 1.5 HP 0 0 000000 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0000 0000000o00 co0000 00000000o0c 00000000000o0o00c " 00 0o00oc00000000c00000000c 6 COMPACTED ON STAINLESS RAIL MOUNT SYSTEM „o „o„o„o„o„o„o,,,,o„o„o„o„o„o„o„o„„o„o„o„o„o„o„o o„ STONE LEVEL BASE UNDER ALL TANKS (TYP.) MYERS V3WHV - 3WHV15M4-1.5 HP 6" DIAM. HOLE 6" COMPACTED 3500 GAL. H-20 TANK CLEARWELL PUMP CHAMBER 5" IMP. DIAMETER NOTE: GROUNDWATER 40'+ BELOW SURFACE STONE LEVEL BASE UNDER ALL TANKS (TYP.) (VERIFY EXACT DIMENSIONS OF ALL STRUCTURES PRIOR TO SETTING- INVERT ELEVATIONS TO BE HELD) PER TOWN GW MAPS _ ELEV. 10 EST. ELEV. ELEV. ELEV. DRAINAGE TH BY DCE (DF) s CRUSHED STONE OR MECHANICAL `1/' So 3' °° 4 50.9' O" 51.3' p" 51.9' p» `�% NO TOWN WITNESS SEPTIC PROFILE COMPACTION. (15.221 [2]) SEPTIC SYSTEM DESIGN DATA � 0 - 48.2 NOT TO SCALE A A A A A TITLE 5 SEWAGE FLOW DESIGN FLOW: RESIDENTAL- MULTIPLE FAMILY (110 GPD/BEDROOM)(13 BEDROOMS) = 1430 GPD DESIGN FLOW LS LS LS L5 LS MANHOLE COVER SEE DETAIL SITE IN ZONE II: 103,513 SF (660 GPD/40,000 SF) = 1708 GPD ALLOWED PER 310 CMR 15.214, O.K. WITH GENERAL DENITRIFICATION I/A 1 OYR 4/2 1 OYR 4/2 1 OYR 4/2 1 OYR 4/2 1 OYR 4/2 MORTAR ALL COMPONENTS (TYP.) NO GARBAGE DISPOSALS ALLOWED. 12" 49.3 12" 49,9 12" 50.3 12" 50.9 12" SEPTIC TANK: 1430 GPD = USE 3000 GAL TANK WITH 0.5-1.0 X FLOW COMPARTMENT PER FAST GENERAL PERMIT - USE FAST 3000 GAL, H-20 TANK 24" I.D. PRECAST CONC. RISER AS REQ. B B B B S 4'0 PRECAST DONUT 1" OVER FIELD LS LS LS LS LS .°°. ' �1-8"OHOBSERVATIONIHOLECINWC R F PUMP CHAMBER- UTILIZE 3500 GAL CAPACITY WITH DUPLEX PUMPS AND 1700 GAL RESERVE CAPACITY. 4 DOSES /DAY = 410 GAL. INCL DRAINBACK 10YR 6/7 10YR 6/7 1OYR 6/7 1OYR 5/7 1OYR 6/7 '°°• USE C1 LAYER CLASS 1 SOILS FOR LEACHING (UTILIZE 0.74 GPD/SF LTAR) 7" WORKING RANGE IN FOR FLOAT SETTINGS. 30" 47.8 32" 48.2 31 48.7 32" 49.2 30" LEACHING FIELD • '°°' LEACHING: 1430 GPD/0.74 GPD/SF = 1933 SF LEACHING AREA REQUIRED. USE 83' X 24' PRESSURE DOSED LEACHING FIELD = 1,992 SF PERC bott. at 59" 12" PERF. HDPE _ - - C C C < 1 MIN/INCH PUMP OUT WELL BOTTOM CAPACITY 83' X 24' - 1,992 SF X 0.74 1474 GPD > 1430 GPD O.K. C PERC C TO SAND AT BOTTOM L.F. USE MICROFAST I/A SYSTEM ( GENERAL DENITRIFICATION PERMIT) AND PRESSURE DOSED LEACHING AS INDICATED ON PLANS. 3 PHASE A/C GENERATOR W/ HOOD PERC MS 10 KWYUNIT E AC MODEL EPS WER SYSTEMS, INCV V . OR APPROVED EQUAL N S P E C TI 0 N PORT DETAIL 1.5"0 SCH-40 PVC LATERAL ORIFICE SHIELD OS150CW AS AVAILABLE FROM SOUTH SHORE GENERATOR SERVICE, INC. MS MS MS MS LATERALS 5' CENTER TO CENTER COMPACT BACKFILL 25Y 7 5 ORENCO SYSTEMS INC 2696 RT 28, EAST WAREHAM, MA 02538 / PH. 1-800-348-9843 1-508-295-7336 120+• 38.2 NGWE NOT TO SCALE OR EQUAL. MIRAFI 140N FABRIC OVER STONE 25Y 7/5 25Y 7/5 25Y 7/5 25Y 7/5 TOP STONE 49.3-49.5 OWNER TO PROVIDE VISUAL SCREENING- TEST HOLE LOGS 2"PEASTONE OVER LATERALS MOUNT CONTROL PANEL IN NEMA4 NO GROUNDWATER ENCOUNTERED 1/4"0 HOLE AT 5' O.C. ° °°° °° 2" ENCLOSURE 38,g SNAP-ON o00000 0°0000000°00000°00000°0°000000o0o0io°000° °°°°0°00000-�1 INV. EL. VARIES 48.95-49.16 WITH ALARM & °,°, DAVID FLAHERTY, RS 3" PEASTONE OVER PIPE ALTERNATE BETWEEN TOP SHIELD °o°°o°°o°o o°o°O°o°o°° o°°o°o°°oo°o°O°o°°o°°o°°o°°o°a°°o°°o°°o°o o°°oOR 0 1'S" ALARM LIGHT WATER TOLERANT ENGINEER: & BOTTOM OF PIPE. 12"-14" VARIES o0000000 0000000000000 o000000000000aoov000000ao0o0o0 0ooa00000000 120" 40.3 144" PLANTS- MUST 144" 39.3 120" 41.9 3" MIN. PEASTONE 000''`' ""'0000 75'-1.5" DOUBLE 00000 ° 00°°O° 0°°00°°0° °0 °O°0 °0°°0°°o°°ego°o °a°o°°o °o°o°°o°°o°°0 8"-10" VERIES48 3' ENGINEER TO APPROVE TOLERATE DROUGHT WITNESS: DON DESMARAIS, RS AND MIRAFI 140NS 000 0000 WASHED STONE EXACT DIAMETER HOLES DRAINAGE SLOTS 000000 0aoo0oo000000°0°0°0°0°o°o°a°o°o°o°o°a°i0°o°0°0°0°0°0°0°0°o ALL SHOP DRAWINGS 0 0 0 o O O O O O O O 0000000000°0°000°000°0°000q O p 0 0 0 0 0 0 0 CONDITIONS AS WELL. q FABRIC OVER STONE 000000°0000 ° PRIOR TO ORDERING ANY NO GROUNDWATER ENCOUNTERED PROP.H-20 F&G 1.9 ABOVE BOTT. SHOULD BE SHOP DRILLED WITH DOUBLE GRATE. DATE: 2/26/07 & DOWN SIDES OF TRENCH 3� 0000000000 00 » » » COMPONENTS. 0o0a000000000 A DRILL PRESS TO ENSURE 1.5"0SCH40 PVC AT .005 FT FT 10 -12 TOTAL OF .75 - 1.5 STONE POOLING ZONE- BOLT SECURELY IN PLACE PERC. RATE _ < 2 MIN/INCH °o°0°0°00 00 UNIFORMITY. REMOVE BURRS 0000o00000000 ,, WITH 1/4" SHIELDED ORIFICES DOUBLE WASHED ONLY DEPTH PER PLAN o'3 LeBARON OR EQ, 0000000000000 PRIOR TO PLACING PIPE. ENGINEER TO INSPECT LINE AND GRADE PER 2"HARDWOOD BARK 3 H-20 RATED F&C ORIFICE SHIELD DETAIL PLAN VIEW I # 1 1632 LeBARON L6268-3 H-20 OR EQUAL LEACHING FIELD SECTION KOHLER GENERATOR MANHOLE FRAME AND COVERS IN WEATHER HOUSING W/SOUND UPFIT MULCH BETWEEN CLASS SOILS P NOT TO SCALE PLANTINGS `d LABELED "DRAIN" FILTRATION ZONE- STABLIZE SLOPES TRENCH CROSS SECTION A-A DRILL 2 1"0 HOLES IN COVER NOT TO SCALE 30" PLANTING MEDIUM a WITH JUTE NETTING NTS NOTE: FIBERGLASS ENCLOSURE OVER GENERATOR REQUIRED. 30% SAND AS REQUIRED. FILTER FABRIC BETWEEN FRAME & GRATE BUILDING DOWNSPOUTS 6 LOAM & SEED 74.3" 171" I 29" I 30% COMPOST °� ADJUSTING BLOCKS/H-20 RISER UNTIL SITE STABILIZED ALL DISTURBED E I _ _I F��I 40% TOPSOIL '` \� PRECAST DOUBLE MORTAR)ALL COMPONENTS `l 6 N LOAM GROUND SURFACE ENOTED ( ) V` AREAS TYP, / :':+:'.;•'.:c,., •:. \� CONCRETE RISER H-20 MORTAR ALL a MIRAFI 14oN H-20 RISER & BRICK LEVELING CLEANOUT w,., .....:: : ,. RECHARGE ZONE- /\'"". .';.:`;,:,;:,;.':; : .:. \ COMPONENTS j 3" PEASTONE OVER PIPE TOP STRUCTURES 2' ABOVE INV TS LISTED a: :e COURSES SURROUNDED BY POURED IN PLACE TO GRADE COARSE SAND :.;:..:' 00 (TYP.) A FABRIC D NSISIDDES �.`�� CONCRETE COLLAR o " tiitiiri Kivu" e v;:'v''''`i'riafiv r:v rr:'YiiYi :1:: a Y<t� lX) / . 2) 1 HOLES . 4e1,-kt\,:,,,,,,. """""""""""""""" ' •�•�•������ S N 12 FES OUTLET INTO RAIN GARDEN INVERTS N AD LEVEL 0 0�0 0�0 �i °0°0°0°0°0�0°0°0°0°0 000000000�°000000°0°0 0°0°0 0°0°0°0°0°0°0°0°0°0°0°�0°00000°0 0 0 000 TO SECOND °0°0°0°0°0°'0°0°0°0°0 6'-8 X 6'0 0°0°0°0°0�°0°0000000 0°0°0 0°0°0°0°0°000000 0°0°0°'0°0°0°0°0 6'-8 X 6'0 00 0°0°0°0°0 " n n 00000m 0000 0000c°00000 00 0 000 0000000� 0000 0000 3 MIN. PEASTONE DEEP SUMP " C.B. TRAP 0 0 0 0 0 00000000000 000000000c°0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 °0°0°0°0. 0°0°0°0°0 TRAPROCK APRON WITH MIRAFI FABRIC UNDER 2 0 HDPE PIPE 000000000 H 20 I 0°00°0°0° 000000000 H-20 I 00°0°0°0° AND MIRAFI 140NS BASIN Q ELBOW 000000000 1000 GAL. io o0°000°0° A 000000000 1000 GAL. 000000000 C.B. TRAP OR FES LEVEL SPREADER UNDER FES OUTLET 6"OSCH40 ROOF DRAIN 0 0 0 0 0 00°000°00 000000000 000000000 FABRIC OVER STONE " TO DRAINAGE 2% MIN. --� �_ -_� FILTER FABRIC BETWEEN FRAME & GRATE <0 0°0°0°0°0 LEACHPIT 0 0 0 0 0 0 0 0 0 0 LEACHPIT o 0 0 0 0 & DOWN SIDES OF PITS 12 0 HDPE PIPE r- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ELBOW ALL FILL TO BE PLACED IN 6 LIFTS i• -� O o 0 0 0 0 0 0 0 0 0 12"0 SLOTTED H-20 000000000 00°0°0°0° " I II UNTIL SITE STABILIZED co" 000000000 SHOREY OR EQUAL 000000000 000000000 SFIOREY OR EQUAL 000000000 AND COMPACTED TO 95% MODIFIED PROCTOR DENSITY REINF. CONC. PROPOSED 000000000 000000000 000000000 000000000 REMOVE CONSTRUCTION SILTATION PRIOR 1000 GALLON PRECAST 000000000 000000000 CORRUGATED HDPE PIPE 000000000 000000000 __-_-_-_-_-_-_� NATURAL GAS LINE PAD 6" WITH 000000000 °0°0°0°0° ADS N-12 OR EQUAL ° ° ° BY 10 TON MIN. VIBRATORY ROLLER. 2" SCH80 CONDUIT TO FINAL PLANTING H-20 CATCH BASIN 000000000 °0°000000 00°0°°0°0° 0000° ENGINEER TO INSPECT ALL SITE WORK. 6X6 WWF IN 'OX6'-8" SHOREY SOLID 000°0°0°0 0°0°0°0°0 0°0°0°°°°o 1 1 o°0 ° CLEAN SAND FILL ONLY. ELECTRICAL PANEL) CENTER BASIN H-20 OR EQUAL ao000n000n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000°0°0°0°o aoaoaoao00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0°00000°0°0 (TO CONTROL PANEL) 30"X80"X6" ° ° ° ° ° zo ° ° ° ° ° ° ° ° ° ° 000000000 ° 0000 ° ° ° ° 0000 ° ° ° ° ° ° 000 ° ° ° ° 38.0t ROOF DRAINS PROPOSED SECTIONAL PLATE o 3/4" - 1 1/2" r 3/4" - 1 1/2" 1000 GALLON PRECAST OR SOLID BOTTOM GENERATOR D E TA I L SECTIONAL PLATE DOUBLE WASHED STONE / 3 X3 LEACHING TRENCH DOUBLE WASHED STONE H-20 CATCH BASIN NOT TO SCALE TREE 6.00' OR SOLID BOTTOM 4' MIN. AROUND PIT BETWEEN STRUCTURES WHERE SHOWN 4' MIN. AROUND PIT 6'OX6'-8" SHOREY SOLID PROPOSED 3' CALIPER SEE TRENCH CROSS SECTION BASIN H-20 OR EQUAL RAIN GARDEN INVERTS LEVEL AT LISTED ELEV. 40 W OVERFLOW CATCHBASIN SYSTEM CURVE: BAY POINT � - � 4 ORIFICES- NOT TO SALE DRAINAGE SYSTEM DETAIL N w 30 MYERS V3WHV - 3WHV15M4-1.5 HP w 5" IMP. DIAMETER TON"HOUSES NOT TO SCALE � REINFORCED NEW BLACK RUBBER z HOSE (1/2" ID) HIGH GROUNDWATER o DETAIL SHEET TO ACCOMPANY EL. 10f PER MAP & GIS STEM OPERATING POINT DOUBLE STRAND WI GA - W 20 132 GPM qT 19 TDH SITE PLAN GALV ANNEALED TWISTED WIRE _ - - 3.02 R DI AL EAD 1� TREE WRAP. LAP ENDS DOWN PUMP INSTALLATION J 15 8' TDH 1` II DO NOT STAPLE Q I 6" LOAM & SEED ALL DISTURBED AREAS NOT PAVED. 12"X3" CAPE COD BERM INTEGRAL WITH TOP COURSE O ( OF LAND IN 1, 3 STAKES EQUALLY SPACED ~ 10 _ AROUND TREE 2 1/2"x2 1/2"x10' 1" TOPCOAT MASS DPW SPACED 1'-0" FROM TRUNK, TYPE 11 C O T U I T (BARNSTAB-LE) , MA SSTAINED TAKES DARKKNBRO AT AN. AND \I 2" BINDER 1. PUMPS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURERS PULLED VERTICAL WITH WIRE SPECIFICATION`. PRIOR TO ORDERING PUMPING EQUIPMENT AND THE INSTALLER o PREPARED FOR MIN 4'-0' BURIED ! ,„„ SHALL PROVIDE THE DESIGN SHOP DRAWINGS OF THE ALL PUMPING EQUIPMENT FOR ' a o °o°o°a°oaoa°a°0ao00 APPROVAL. INSTALLER SHALL CONFIRM THAT THE REQUIRED POWER CONFIGURATION FOR pr T�7 o 1� MIN 3" DEEP SAUCER °°°°°°°°°°° ° ° ° ° ° ° FOR THE PUMP(S) IS AVAILABLE AT THE SITE. O 100 PLM B V LAZY, LLC MIN 3" DEPTH SHREDDED BARK MULCH EXTEND GRAVEL 6" MIN. 12" PROCESSED GRAVEL 2. CONTROLS: PUMP CONTROLS SHALL BE LOCATED WITHIN A DESIGNATED UNIT IN AN CAPACITY - GPM o 300 2604 ELMWOOD AVE, SUITE 352 PAST EDGE PAVE MDPW M1.03.1 VIB. ROLLER COMPACTED ACCESSIBLE AREA AND SHALL BE ENCLOSED AS REQUIRED TO MEET ALL STATE AND P R V MYERS 3 WH V PUMP NY 14618 " REMOVE TOP & SUBSOIL LOCAL CODES AND REGULATIONS. THE PUMPS SHALL OPERATE ALTERNATELY SO C , OF M. REMOVE BURLAP FROM TOP COMPACT SUBGRADE THAT EACH OPERATION APPLIES THE PROPER DOSE TO THE ��� ASSgp w�a4�OF�gss. ,a HALF of ROOTBALL NOTE: REMOVE FROST SUSCEPTIBE MATERIAL SOIL ABSORPTION SYSTEM. o`' DANIEL tip, oaf #671 MAIN STREET COTUIT MA TO A DEPTH OF 36" BELOW FINISHED GRADE. PUMPS SHALL BE PROVIDED WITH A LOW LEVEL OVERRIDE AND REDUNDANT �� g DANIEL A Gr COMPACTED SUB-GRADE REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL o A. OJALA " LOW LEVEL ALARM SET SUCH THAT THE PUMPS REMAIN SUBMERGED. 0 OJALA ;. I SOIL Mlx (LESS THAN 10% PASSING #200 SIEVE) PUMPS SHALL OPERATE FOLLOWING SEQUENCE: No.40980 NoG14VIL{ `�! off 508-362-4541 SCALE: 1 ' = 20' DATE: 1 1 -22-04 NOTE: COMPACT ALL FILL IN 6" LIFTS TO 95% MOD. a. PUMPS OFF 4'a r,� 0 / :t'° fax 508-362-9880 "I I I I'', - PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER. b. LEAD PUMP ON F o `` t REVISED.: 1 -19-06 REVISED.: 5-30-07 _ c. ALARM ON AND LAG PUMP ON (TWO PUMPS OPERATE OR ALTERNATE PUMP �+ downcape.com © REVISED.: 4-6-06 REVISED.: 8- 19-08 SUBSTITIUTES FOR FAILED PUMP) � cy � u, o • o PAVEMENT CROSS SECTION d. PUMPS MUST ALTERNATE oZ, DANIEL Gu, o CV IL N down cape eft Meefiag, Ift, REVISED.: 2-27-07 REVISED.: 4-10-09 MIN MIN e. DUPLEX PANEL SHALL HAVE ELAPSED TIME METER AND EVENT COUNTER FOR EACH PUMP OJALA No.46502 REVISED.: 4-5-07 REVISED.: 5-8-09 NOT TO SCALE 3. ALARM: PUMPS SHALL BE EQUIPPED WITH AN ALARM POWERED BY A CIRCUIT �No.40980� �o�AFc,STER�o �`r civil engineers REVISED.: 5-27-14 TREE PLANTING DETAIL SEPARATE FROM THE PUMP POWER. THE ALARM SHALL CONSIST OF A RED °AEss�°`� �sS/ONAL ENG\ land surveyors REVISED.: 6-6-14 WARNING LIGHT AND AUDIBLE SIGNAL WITH PRESS TO SILENCE SWITCH. THE q RV�v° ALARM SHALL SIGNAL A LOW WATER CONDITION (PUMPS NOT SUBMERGED) AND A 939 Main Street ( Rte 6A) REVISED.: 12-19-14 (TOWN COMMENTS) HIGH WATER LEVEL CAUSED BY PUMP FAILURE. ELECTRIC PERMIT REQUIRED. (Z"��"�`� YARMOUTHPORT MA 02675 4. PROPER FUNCTION OF PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY DATE NIEL A. OJALA, E., P.L.S. SHEET 3 OF 3 04-304 CLEAN WATER TESTING PRIOR TO CERTIFICATE OF COMPLIANCE BEING ISSUED. �,{ � ' z /I,l // 04-304 BAYPOINT FAST.DWG