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HomeMy WebLinkAbout0755 ROUTE 149 - Health 755 ROUTE 149 Marstons Mills -A= 101 -004 -001 / \ i i n TQ OF BARNSTABLE (c u / , n LOCATION SEWAGE#�-U"I I VILLAGE QVlc ic,;.S VUj I[ ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. 81 93-1- C9 1 n SEPTIC TANK CAPACITY SC O c cA I' LEACHING FACILITY:(type) le (size) Loop NO.OF BEDROOMS '- j. OWNER CA,&sr:sk-o z,) el- mc. �L sJ o PERMIT DATE: CY l O COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching f Acility) / P/�e Feet FURNISHED BY Vi N`'�W -rainK 4N L I F 1 /Y7 0.� G `� 2 z�r'g, 11-Y' /3 . �3� 6 1 .�, `► 6 ,2« g 16` 30' p No B� / Fee / 5 d THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftPlitAtion for Noposal *pstrm Co=stem Permit Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) ❑Individual Components Location Address or Lot No. l 4°t m vvn Owner's Name,Address,and Tel.No. Assessor's Map/Parcel J01H —/ �,,,04 IA). Ip�st I r s e, r V,.,a i Ted.No�C o t �j� / '16 Designerr''s0.Name,Addr sss,�d Teh No. (�._`CQJ � F�t 11',� l Type of Building: Dwelling No.of Bedrooms 1 Lot Size 3 ��� sq.ft. Garbage Grinder( ) Other Type of Building R:P s No.of Persons Showers( ) Cafeteria( ) Other Fixtures l l p� t ' Design Flow(min.required) `4 y gpd Design flow provided ^1 gpd Plan Date Number of sheets Revision Date �fQ Title Size of Septic Tank Type of S.A.S. 7 ' 5,vo Description of Soil Nature of Repairs or Alterations(Answer when applicable) `Q.W Date last inspected: Agreement: The undersigned agrees to ensure the cons cf n mainte an•e of the afo e ascribed on-site sewage disposal system in accordance with the provisions of Title 5 of the E iro t ode of t plac s m in operation until a Certificate of Compliance has been issued by this Board of He l Date Application Approved by Date b Application Disapproved by Date for the following reasons Permit No. l — ? Date Issued (D x` Noc,y / f ., Fee / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes" 4pritation for ]Disposal *pstem Construction permit Application for a Permit to Construct(X Repair( '•) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 7 ►ul w rY, V-Vj Owner's Name,Address,and Tel.No. I Assessor's Map/Parcel G -- / G � A Gv- I 1 er's N�ame;�Address an T,e�l.Nc�)t 0 x, (�G fb Designer's Name,Address,�Adddrresss,�and Tel,No. �� �-�-.5 Type of Building: r Dwelling No.of Bedrooms 14 Lot Size ✓r� a�5 sq.ft. Garbage Grinder( ) Other Typeof Building 4G0. ��g r �• No.of Persons Showers( ) Cafeteria( ) Other Fixtures J � 1 t Design Flow(min.required) "7 L4 6 gpd Design�fl provided � 5 gpd Plan Date ! Number of sheets /! Revision Date Title \ Size of Septic Tank 1 5O0 T pe of S.A.S. 3 5co �\cx\ )AQ6 Description of Soil � I Nature of Repairs or Alterations(Answer when applicable) N CL CCrS�C Uc Date last inspected: Agreement: '1 The undersigned agrees to ensure the constru` ction and maintenance of the aft e d/escnbed on-site sewage disposal system in ,accordance with the provisions of Title 5 of the Environmental C de a d no�lace e/ys min operation until a Certificate of Compliance has been issue&by this Board of Health Signed j i l/ Date ( 1 p Application Approved by�. Date C� I�p Application Disapproved by Date for the following reasons Permit No. Date Issued '(9 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired( ) Upgraded( ) Abandoned( )by at -7 )�M)EON. has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit Nod'901 t 47 dated Installer i { Designer y , I #bedrooms Approved design flow gpd a The issuance of this permit shall not be construed as a guarantee that the system will fun ctio was desi ed. Date 1. /� Inspector --------------- Fee 1 �� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal 6pstem (Construction i3ermit Permission is hereby granted to Construct Repair( ) Upgrade( ) Abandon( ) System located at q q and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this Qb Date ' j Approved Town of Barnstable � Regulatory Services. g rY Richard V.Scali,Interim Director RAJU `AJIM . Public Health Division ° Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax:508-790-6304 Installer&Designer Certification Form Date: 5-30-19 Sewage Permit#2018-277 Assessor's Map\Parcel 101-004-001 Designer: Cape&Islands Engineering Inc Installer: Leo Stickney/Cobra Enterprises Address: 800 Falmouth Rd,Ste 301C Address: 1705 Ocean Street Mashpee,MA 02649 Marshfield,MA 02050 On 9-6-19 Leo Stickney was issued a permit to install a (date) (installer) septic system at 755 Route 149, Cotuit based on a design drawn by (address) Cape&Islands Engineering.Inc. dated 7-18-18 (designer) 1/ 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 satisf story. I rty t system a erenced above was constructed in compliance with the terms o e app val lette if applicable) CAP P U� (InstOWs ignature) n(DesignA's tore) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPL ANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. TH M.IQU. QASepticlDesigner Certification Form Rev 8-14-13.doc l: Town of Barnstable Regulatory Services Richard V. Scali,Interim Director t MANSTASLE. # ,��* Public Health Division iOrFo 39v Thomas McKean,.Director 200 Main Street,Hyannis,MA 02601, Office: 508-862-4644 Fax 508-790-6304 Installer&Designer Certification Form Date: 5-30-19 Sewage Permit#2018-277 Assessor's Map\Parcel 101-004-001 Designer: Cane&.Islands Engineering Inc Installer: Leo St;c)me !Cobra Enterprises Address: 800 Falmouth Rd,Ste 301C Address: 1705 Ocean Street Mashpee,MA 02649 Marshfield,MA 02050 On 9-6-19 Leo Stickney was issued a permit.to install a (date) (installer) septic system at 755 Route 149, Cotuit based on a design drawn.by (address) Cape& Islands Engineering,l.ne. dated 7-18-18 (designer) I certify that the septic system referenced above was installed.substantially according to the.design, which may include minor approved changes such as lateral relocation of:the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan .revision or certified as-built by designer to follow. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in compliance with the terms of the IAA approval letters(if applicable) HAWN z C.COSTA s» (Installer's Signature) 9 1388 OIS 1P a(Design 's nature) (Affix Desi axnp 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.doe I r ' Town of Barnstable P# �O Department of Regulatery Services ?t> F Public Health Division Date w 200 Map,Sheet,Hyannis MA 02601 Date Scheduled �l g Time��! Fee Pd.100.00 Soili Suitability Assessment for S e Disposal Q Perforrned By: rl� 1 Ll 1�d i IC l"e1�✓ Witnessed By: LOCATION&GENERAL INFORMATION Location Address Owner's Name Christopher McNary 755 Route 149,Marstpns Mills Address Assessor sMap/Parcel: 101-004_001 Engineer's NamcC:ape&Islands Engineering ,. NEW CONSTRUCTION X REPAIR Telephone# _ +Z S 0- Vt�,fo yl� c5 Lend Use j apes(%) S yM1? Surface Stones O from; Opmlymer Body t/ -.ft,�pgeib(e Wet Area. W + .ft r,Drinkiog Water Well ft _ s Drainage Way lb ft Property Line 15'35 l ft Other A SKETCH.(Street name,dimensions of lot,exact locations of lest holes et pert tests,locate wetlands in proximity to holes) ! 0 l jo o S 1.4 I >P Parent material(geologic) V Aw(\ k Depth to Bedrock 5-0 t I! Depth to Groundwater:Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater ��o ( �� e f rJioil 18'Y( p fI�/YI CJ(L n 6 CJ e'yG/ IIETV"A ION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of oes.hole: in. Groundwater Adjustment fl. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION TEST Date$ Z IA me /V=� Gbs�atimt Hole# �� � Time at 9" Depth of Pen: t�l y Time at 6" Start Pre-soak Time @ 00 Time(9"-O))� End Pre-soak f-iS (1nect RateMin./Inch Site Suitability Assessment: Site Passed / \ Site failed: Additional Testing Needed(Y/N) original:PublicHealth Division Observation Hole Data To Be Completed on Back------- ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:tSEPTICIPERCFORM.DQC DEEP,OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency %Gravel) d3 5 Y2 M 0 `. 7.:) yR (°l( a , sty 190`r say, 1v 2 �/ C� � DEEP OBSERVATION HOLE LOG Hole#gZ,_ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) ;USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure, Stones,Boulders. Consistency %Gravel) 0 y 9a -60 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) 4- 7 -7 oq C 3-- 6,�- Flood Insurance Rate Map: n Above 500 year flood boundary No_ Yes X �s'f Within 500 year boundary lro K Yes Town,d Barnstable r� PuMit Health Divisibn =15- \r 200.:htai?IW^xcUyurmisMA YT DatcScbWuletr � 1. �-�' Mme O6 AY�t,mfd Sail Suitability.Assessmerai or,Sci a e Di$ trsa Vefebned Br.. ' I r G. Cra s¢ i+tt aed ily; il LOCA'I"1014&'GENERAL WFORMiTlON L.a6wAddTts 155 R&Ite 149 Oun!esNum Christopher MtNary Marstein N11,11s 3iJet�s A scesMapld`xicrt: 1 1 p1-004-009' Ent in-es tkax Cape&Islands Engi neei rtg,Inc. Lnml ttse�`„�jLT�i�y✓r7;�t? SGnpes(441'C�'J,U Sur[zcu�7u:ts j'"��'L� ?D`n15ri6+31 4 men�{+atcrBdtl;•�.1'b:' ft Pawl lq'Ntl Area/C70 yf,'ti i0.&Ws?u Wel] lest}" ft tTrvaf,ti7tzyr -',3 Y�� it .Property tm,v. SKETCH:(Sircdnair dim-wims d let.uaat bra W.a 6te"j, nln&pere tests,ra=.-we-aml&L+rri,ximi ry to hares) pa cntm to rS�7145icj i�d ii!., t gxiitat idwtk' laC�itf�l3ri�und,eater$t�sd'rn,�4VitCEimttet� J'�.�r�,jt,,J{�� li�'rcPinitirr,�atF'IFB:G �tJtS.!.•�'� f�lztrff,5k+#Scgsanrk t9ity�l�rwnfiAaUs2,,.... "J'�'t. BE'l'`r.UMNATION FOR-SFASON&L HIG tt.WATER TABLE tvlctlzr�i.U.�,&. im Depmw Dail mo-fl I?cDlh!U?�sorvc9s�nnc'±i1Arnabs halt: DptSio�.smp £rarte~istca6ahri,?iu3e-. +,�-: Caounih*:iizr��d1uiFmsnl. :(!; kdre we3§a. SGatu�ng Dow: 7cr�nc 4k'ril.�Ycd.. Ate.Emr iti i.Gaanrtxl��?ei tfi rat,_.. PE/RCOLA'1°1()N TEST *.be) -Qt n7Glvd f._. •Gimtai:4" N �. -Elcrn�+ndYcm: Ti..et St MPrc soak l me 1i 0 1�, ,/ft�1 Ticnc("1•-b"I .EImJ tkp*svah:. .II.�r o ,. ftao— APvhEnllieti ,1 tfSatz<fiitghf-A•ert°�*fnes Si6ct'An&c�. SifsFvi6a9i, Ad�iCtanvlTirring'i3eedali`iTi'�1: Ostgi�:P,ila"ic F++a3Ut Davis:ali 1��,�3tit��ti][E�lU[4�'�.t�.TO l�C�:�:A09�*1CtiY9 W1�61k _ percolation testis to,be eonductotl'Within 100'Of WC-tiff-A,g'ou mU t first notify,the g tros ttTe Lonservition Nvisfutt St gist Oat U)wtick priorto bcgennin& a ti - r 3 DEEP OBSERVATION HOLE LOG Hole# I \ Depen Evuin S011,RD 4ICW $rti I TC:ftre sea celdi SeR -oilier. n,) (USDA) (M.,Jr.) :[�4u�tli:g, �51ruc1use.5tvncx..Buu�e1��: CZ A DEEP OBSERVATION ROLF,LOG Frok,# 1oglhfim so*lHaristin �uitTw. $Ulfcelur Sw:fu x(ii:) (USDA) 111 1). mutuigc (5'trutfisf 5t°nm'Buu$dia. 43- fV l t!/,p1/, "AP DEEP.OBS.ER1+ATION H LE LOG Hole DmpLKficai SoilEl6tma : ..d:am SndCdler sail Ether Sulrinee(+FL) - (USDA). "(nV,*cm moltltm. Uouf&-", ('Mikimm 1Y.,Q nvalt, x CIA, DELIOBSERVATIJON ROLE,LOG Rotea L coh from RV 1 btr mn:, Sc itT vie M{H r slur tia i8:. pu a 5ia`}5te"(iit.} (USDA) (hHrncell) FrEptv3i q (Srn:cnue: )om,Timlde:s. Cpmiu«f.°A t'.trxYci9 r"a i rat!.' .eN _L— lrr 124ir G vv3 S.rr:�: 7 Flnnd Fp_;irrnnaanR,;ute 14 ap:- „lt+'.IYC SL':rl"'yC^u trAe4�9UJ'jEl�' Ne_ Y.., '. Wihin 5CO year Munduy Tle V Yc_ tt'flh;a LCa)Yerr:(b3u��ourldNiy tJu t.;"�� Ycs,�„,„�, i Depth of.NgturirllirQcirrr aZPtr'yiausMaltriA Dies at least four feet o nni€urally omwi tg pervious maicrigl ekist-n all,Wexi obsuved'tl mughmt(be area pFoMcd forttic sail absorption terrll r,'5 11 nri€'u haC S tlUe dcp r� nrcturFrtly occarrri a'pervcatrS muFerixl? .+ie e Mf �erti3rcrttinn / I certify rkiai on, ti 19' 11 (data)t have passed the;sal cva]rsatcar c rraarlittatitih approved by the DtpamnentofF ar€5nmental FtntcctiM and that the above analysis vF4 Perfocttb�h?y yr ?tl'wYSRb'd4 iva(Y4 the mqu:iced a r cllct+dcsuniibcd' 10 CC fit[5 D171 .. :Bare -.'+S@F'frC`�BEAG7O1k�t.DCtD e - ----- ---_ . _.-- _ -- �j SCHEDULE OF ELEVATIONS �. k —, 41 Id �r _ u. , env im q r --------------- — a DESIGN DATA I If 4, I k�l Lo„. ,"� SOIL EVALUATOR S LOG p 3 1 01 co, M1 t,1 — � n i I r r CC R.:. It , 4 o- -.>- .ea�aw.... Tt s � uue•n 1 NOTES ZONING NOTES .., ,w.,,.,M„ow,,,: __...- ' "'^" °^••" ��, 'x - �. " a = \ z I •t f I \ +✓ .Td+• .. . i. _ inn SOME&ISLANDS ENGINEERING v '.'R ri'G`Ast<• 'u� nra.w.<v nc..,sn a,r BGHE In „ L -- CONSERVATION NOTES lZ m. i u M tq Al v I '•. �..m.e I�uamc E Q .rnxw aaCwrarrt+woven osrtnzat � �� <Sk�i' {�4 � I i �' r -� m.nmarnr..n.wn ...v .ur .-^''', �i? ..--,w,nncumrRss+. .rn[rwwe•�aer n O n 'O t l" -�' /fa 1 r GENERAL NOTES \ cc It— tt if I \ $ K --------- j PATIO CONS!ItPCTION NOTES PROJECT STATISTICS ZON NC NOTES +.... ..i...j u�rx.avi.x«vr ,va.vn nx; rrr'xaex r ..rr. .ran <c.nw„arune.r.v[. R eavo. 'f aa-4�:rsr ouo I Al rn�una I • PROPOSED SEPTIC SYSTEM NOTES � :... . ,,•.rv.rvrs.urrcr�w,[:m�:n.v..rs rw.w..r.rw.. _ [p'6a3PE&ISLANDS ENGINEERING i ! - DRYWtL NOI F._. ..n :. CC:wJ1 .^•• r xnrr.in cvx uv[nrr.esr nMrvxay.x wn : DRV WELL DETAIL 'r t , SEE SHEET Al FOR DRAWING INDEX IF PRIN i ED ON IIXII, ALL SCALE IS HALF. F 0 yLi 1 > o I r`.'',�,,t. ti� �il''r 41 � •, � i't-'la .`'t ti;`� �6,j'4r: v.l r.i � -- i ,r ,r r rr '�1J' Y fi` \ It 114 �.'�',! 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I?'1 * r I�' I I I I 'I; v.-SiJ,�. 1{�I , Ill 1 Lr Tarr r y. a ji I i �^ J t , f+4t yi OL -'I�`-` -.Y -.ris'r ' I f I-'t il.y ,I ! 1r1,1 i,,.r�..a�1i,,.irJ� i,,,1L 1 i , 1 (�1 t t I 1 b� lit'*" L5 'k t I '--i {•: " �.'� 'u�ll... 1 I I, I 5.,1 .-•-,I.e-,-i.r-r f— '� f r '`1 tlul i/�^. y,,I S, I !I I .}�,•15,-fi*`l�"`+- 5 I i f{c'7 ' ' Z Il t'`-"T 4rr-IT a. n 4 v�i-�+''-�.,4-,l+ti•{ .:,_: _ r "'f'rl J'IY' 7, .I :I! 'I I (,'�i I "'j •it-'h. - } -ti _ I 'T J. -�-N ---5-(I t. J .+ I 1 i i, .1 i I ; iV ili 'r-rh" -- {r�Y, ,I ,',1 Y l i^.. 7,ti r 4r, t ,jw I: .t+z•`I�J h` "-(r_ - I I:, I I ' I i L.y ILJ. -i '''`" 15 +-. i'-/-4Jlr;�r.-:l;�t-„� tJ ;h,, r - I _ _ , I V w Fr'-, '-• �' 4.:.-' GRADE :It r` ,T. r r. ^'-+"++`� t•-•'=n Y._ 1 1 �!7 �I. �i � t '.I a.,..o o.e.ru ,.�..e o.e.eu -� - I Y. •I• II:,i f •I. ,I• t, GRADE FRONT ELEVATION SCALE: 1/4"W-o" , --- ---- --- -- ----- ----- - - tee• v L I;-><''•rf`-ii--�1TI til l<',t..I{ru"•kr1 H fy..r.'�,J.,: i I� -�iLj¢,,n,�.,I�l"laI�,f{•U,rt�t lyh u >,L-,-- --- - 14..,.. ! i.{'II j�(L;t`-{ >JL'_{ o-f� -' 'JV.,r'r i�r' {4�!-r- \ ZOIL I.- '7,pl F-11 I U . r .� a1k' a '' � �,.+r •! \ U i- ffrk s� �{,4 � u t J Yr cp U t t L f I a r 4 �(\ m r tT a I }I.I�•-1��._ I f r 1 Y r',r r^ .,-�Y tt. ,,y rl�L:.:r•1-,4-I�. ) 6 li f 'l l -�^n'- r1 t' 'i.''(�'i 4In{I , (J 1l1 TYi h-- ,••i L(LL r. i��rtf I...,1,y.y.a1 �-. � U r E yyrJ^ -- �t4�;A•J,�4, u1(T.;t,�,•� . .u,,:..tiµ aItlr'T-' .�z,z..rz> .;::a-.�,• .... >.•r> 2t_i, ..:.. '�14 t. "..;`�'T;' ;if'+�+ It I. =:7+ m,. .. .�Ca,L.Ir 1 - - - - -- '�i, >'v E a � N] r.. ,1Y�{r�,:t'�:.,,I1:1,4,?Yrc.t+'rll I r.i.,•lTl;__ .a. -' .-- — - -- - -- ,rr-t.II.'>r,�:l�;:•4.,�!.,�r4• i-n ;FM- „ti. ; . , _ O C RT .I.,,, .. •��I� r N' �'Y',`i'r },*�f �i�i i�l�' .-I;,, I •�r ; .- .I: — m��OY 1 � j J • •,Tt. ;;y-'-mr u.'- 4' , Il w�l �'- i,",•r v- uti" -i-,r^'-t ln-:-�' ;� (V •,tyi f ,;J,,::tJ'�^�', t.; ii�'y' -' y{ L!,if Y.,I.'`' J' {t}"�Il .{._._,11,.. ii:+Ta . �n �,. '.t,Y':. T��.-"' "`'�Tv.. U•— - no ic r i:yf.: v ^.L'.' tr+,.� -!-;4'I v ; 1,11'• I`,�; ;rt"}'_ 'I r .4:Gi-. .I� ,�., � �•+:> �wx11 >,;> �; ' 1 , Y�Y ^4,-5 5 1=r p p p :L•� � �f .r'(', �. U. '. '�2 RS.�1�' O �C ❑ iflT LJh ❑ I ,_ t•r;'.4 ❑ ❑ ❑ i 'yf•�'.:., �.t i� I EjtFe q ov- "Z Yc 4e �-+L �I.y r"T�'Il'�-S.r-A a .a a L• :.fit .'ti�tYr*t,,-'`• d ',:,i1L il:j �+^ '(:�n�rr4,A. .K, �-'ka ._' ";L Wa ; r?,i w;,�i j'�hi-�4= �:7_�r. r. I h .-!t f: ,.4,•�,. irl'I' °a"' t �rto4�yF ,>'•��;�'•`�'a o a �:�-�+-, 4.�. 4, I k I`?4�'J �lJ;�l,,y.�..�-rr•,1�..• i_I,.,:.�1 il.,;,?.''�.,_J:..�N '-I.'rt``iyr�-•t� �..r,f..1J yr .� t4' � ' .�,�- °-,'i'�,'�'" S,,cM.y y,5-,� li r,tf.. .i •�L T•411' I'n}".t-;'7� i't�_n h�!�tijfrt'>i ."q'!TY' t_'°".?"' r .`i`�W,' . 11 ..YI'�I l 1:1' \w5r' .e.N`i -.{,`�A.�..,�, OWN v ,o.,'.W L1J.LI ' r.'�I �';.tLiII.�TT 4r, t( `Y.��-�-t n+ ,�,ti.Ili,.-. -.r•.,_i,IC ~( ('.' y,,i t4:. ''_il t 'Y a•� L- ,!M!f: _y U i `I ._.L ,�;1'i 'tc `N„ t I ri r'.'' -^r•4- ,,, I`��„ g o w , .. , I-. IL. T '-I"1 I, d ,r1 ,7j i>tll„♦'ry.:lT>•__.(��•',�,,, I' ni�-h-'" r•T_ ('t- t��+{:, w7 4:I..'--_•'1''�1.�'��jfr_1 T'�� .-�,L1':,,�,thi. :I�`�..�1''i,•tlrt4:.1�:=.�,ltiti;'t:,t,�.`I'f'.,;��,.I.��i;tyi �++t,ti t GRADE 'Y':' .7`,1.:{7 :t�v.IYY i'..TfT.,I .I:.:,tfrrr 4- J5. M,U t-J,'t i1 7;'r• J•l-+?-:'h�-r Aa' �.0 _ _ _ M;L.., v i; n.,:r _ i _ � �- ~s' - 1• - ;t! _ C -- GRADE o4TD REAR ELEVATION P®4WNDT SCALE: 1/4"-1]-e" cuerxeo Dn n/ B� cOP,W BHT�ltele Br ROOKWCOd pERON,dO T e 4RCNrteCNRgI RWe,DRqua�6B,pE916NB,BPEORO4nONB 4Np OTHER 4RR4i,6EHENTB O„TW9 eNEET 4RH 4Np BN4LL RERyN T:.t PROPERTY OF ROCKUIOOp pE51OM,ING NO PAST 1NEREOE BN4LL DE A 2 . COPIED,pIBCLOeEO To O ERB,OR U5M IN CQWE l aRN-1 WORK OR rRpF .OIRER TN41 THE YEORED PROJECT FpR yllp0,,Nei N4ve DEII,PREPdRED Y1D pEVHar°PD,u1HM iNE OTR29B KNOWIIDaE dNo WRIrtEH cPIpPNT LP RaCKW Wp pE9fW.W4. �R L1 I �\ 1 �'D SEE SHEET AI FOR DRAWING INDEX , IF PRIN'iED ON IIXI-1,ALL SCALE IS WALF. u o Ifa-l' N _- r = .... w-- __� __ lu w �41. 'a* 0 `-^�'•-�'w rT i�! A� r rr , r� I r I it,J r-I �- �-!r' r1� i -r7 .Jw 1 r T�� r 1 Lrr. cp r w - LL Ellt 11 V��!'y�rti' 4 TT`„ ,'�.-d "r I`i' �ll�rj T' -r,*' y, T� Ali '.1'T�!� rr•i- r_y,L �. o n r ti-'Y a1Y 4 1� r li !ir•;-11�,L 71. ,t;!,i,-»,. I-s; L ' �..w-, r .� U .'�a, I. :`it" - ITrI rJ--t. --r' S,�4''t`-r -'+F-.•.-.p l.r i t 1 j-I-.s: y..-1 •-r.�U-1�r 0.� -w r,-p(' - y-)•-r^I '�, u._.w I�.'-.�,!L,+•. u.r f>I r ir�-• M f'' y ^n (. �tS t7')�`^- tT`�"°l tv,--+"` L7i•!-�'�-1`7r r 7. .•4?_. Y '.U44 i'7'✓. rt 1: 1.7i - NII 1 t ...aT I,'' �.r". ;'�r•,•�.rnth;' I rµ;,kU ' ^lj ,+-' -�.1,� - �..�_4'.�-f'f1P�:L;IF,,�r' I 4�Ai'^ ,�. 1t '�4,��r;, ' -f•-,4, u,_.,�1y'�II- aLN,,,,l .,t�. 'I 1.{ 1,..1- ,.4- ; Mom, ,�, y,n " :, .L _ .4. r , F, -1. ir, I_.! : -�-4- ., .J �A,Fr 4i:-.'!r) f_ ,1.r _``� r (,t ' Fa L flu L i L�+rf}, 1, ,, _ ..1/ T ^r�-;"i �r-4-� 'W,'[ it I. !�'• 4!�.. •J f `Trr .1i 'I5 I:I11Y 'ti. �1yr cif Ind;., r�l 1 1. ' GRADE RIGHT SIDE ELEVATION SCALE: 1/4T"=I r-0T" IL A Ff W- l-fl � r^{., _ o O04 �'� J •J, '1� n �W1 4--hjr' I 1 ar.,,l.+ r. 11 Y, t (�•� n m €"Do: ■ ❑ _1l l��rti='-.1 '}L L x=a-• � - ca o o ; Jnk. „ 'yi 11•,4.<:;;_";=y4:1,:{� i-N(�I w , ,.. '�Ui7y +�- '+,L;-1'•ly -,L-'Z.�J �rullLrii rT' 41w -u rl'4JJ+-. Ln Fnl- .LJ�,t�'-,ut u lGRADE - "-,Cz,{ - J lyy� �-,-i! it �`�.!,n r,I!'I""•' 4.r-.i'r_, 1 �+,1'1 , .y.`Irt ttf I-,'L�w v I ft"';'. (n . GRADE V� ogre ortAWN en LEFT SIDE ELEVATION cNDEOKED er. SCALE: 1/4r,=1,_0,• N� ul �- A2. 1 CAPYWGMT BI DY R JCWdGd DENGN,WC T E<RCNITECTUriaL PleNe,DRayllad..DESI4N8,9PEURLATIONB.WD DTNER dRRailEEH01T8 W Twe eHEEi ARE 4N0 9NALL REMYN iH'c PROPERTY OG ROCICWOOD DE14N.ING ND PART THEREOF eN4LL DE CDFED,o18CLo8Ep TO 4T.aERe,OR USED W CPMECIIGI WIIN dN�WDRK cR PRDF,TNER TNwN 1NE SPEOREo PRQIECT WR:W�r TNEr NdvE DEDI PREP4REo N✓D OkVEIQ'm,Y�NaUT THE FWRE89 KNGWlE9aE<i✓D WrmTE]�C��dT 6 OCo DEDW.WC Dp A '7M'N�M'3a K.bmYJOa d7 FK aldJ KillIIlm @IV 49G3YNNT R3ad'G!6n1 11�ONitlO'¢1dOflF30 ONV maVd3ad H336 6nrn F3n11C�aoe 17Eroad maQdd6 3NJ Nrnl a31Y0'�"'"Cad L�aOm FIM nlm NOLL7EHM7 M 696m a0'6ar�ID Ol®6PO6m'mldp�36 TOn9 a�3a3n1 ia'4d ON 7M'MFm30 Ommxxa tl0 FLa3dOad Ent NIVM3tl TrIW oMY bar li9nC 60f1 No OaN3N3DINtlaO tl3ni0 aM'cNOLLr7dOSd6'fiNDK2O'<9^nmvaO'SNsld TatIv�311.Uar Bn! 7NI'N'F530 apam7xa l6 6�e�a Fn9R11d0'� do 'qZ e,ry\ ,,■ ?JOJO OV3M213/.O,BX,6 NOOO OV3N213AO,BX,6 :FB aa�naln 1 6i j j �aa Nmram 6uf<RU6 � 9d\ I I I rn ❑ II O m m s3 c I j s/N AV9 3'JV2�015 y m 033 0 m 0 f Dim_ _.n I 4i—u= Lo N m ❑ i i ' m I II m 4 I IV m 3 j 3 ----- _ D70 (A n A n Vd ❑� I 1 U. P_ iZ m In ❑ s sl n A D - s i� .,fie xaaNnV-I c LO � — — I — — ® � � 6r 2pFa0 ❑ Y - m m 6y I nt I In Q' HO?JOd N�3AOO d lL(\ry�y/`J -WA V LV � a LV I a O b :lVfI1TVH .. 6 WOOLI 2130n1Od , v � s a .f n ----- a� ns ' ❑ �'m q B ABIlNVd r � 4eI Oi q` w 13 I r z 16M�" 3:lldd0 _ a_ _ I a3a„L4 - i "iA �* x m s �.�_4 l R• a plI ?JVf3 13m„BI 't❑ (-0,LX i;e) �:� S ?l3J+Od ' p�..� — ONL d0 3Nf) o 'x. Z __—__—_DNlCidO G36V7 B;II I' ' I ' r El E I 0 - •5-f r -1 V 3 (+ 0 LV(9-L 6 r❑ wooer�Nl�n n I I a - 7( z j I 'A I e Q („e-Bcc;o:LD yA O m m c I m l D I I A ' H�2JOd O3N3321JS 0 z 0 r m z m I I V3?JV i7NINl0 N3HVII'A O i 1nOJ.VI 2BN%1530i . (,i;9DC,9;f0 L__—J N3FIOli�l IVNtl Ol TJ3d321 C . tJ L J w O woo.J03e?J31- � V { 1 . i I 0 �n 'd7VH SI 3�V06 71V"LIXII NO(331NI?4d dl 9;B ,0-4 „0;6 a-s ,0-4 X30NI VNIn1VJO NO:i IV 133HS 33S SEE SHEET Al FOR DRAWING INDEX 4'-IB' II'-e` 11'-D• 4'-IB` Ly IF PRINTED ON IIXII,ALL SCALE IS HALF. a u n Al uL I BEDROOM><2 nB 00 6-Lpp� 7 _ F ,vsl o I I w H.BATH 1 I is F GEr > y BEDROOM#3 i I'i�..v..m,..� �...� �i I � , s � un r I•4 + t 1 •BAH 8 C. O a ! LL z tu R El r • B Al E 9f E D , i. L"r 17 B' \'F .fLl ly Q USE 1 I j USE A 5 Z H V _m __ _ ___ _ _ j � L) I- ! •. U I w. E — ------------ if E ^. C , u1-100 II I nno� m it i O HT.KNEE I 0 C 6. j WALL C4 Ail I ^ ` 0•co cu�mb3 t Lp;@ s it O FINISHEIO LOFT ! I+ u7 �Q E:-cH-' li (AREA:4-&3 FT') ' I I Lu,1 A to� '".Ab I I 5haheln 4'-49`HT.KNEE �-WALL I � DRAWN eT / ' l a { iA•y.a• SECOND FLOOR PLAN tJ.l14-B` 14-B• 4-6" 4-b" b-B` b-e^ L A SGAL�� I/4T"=1�-0�� (GROSS AREA:1,181 FT') 4 COPYRIONT CEBI S e1 R AW6W D GN,WC T.ARCNRECNRAL P"NS,DRelyINpO,DEVONS,—CIRCATiW6 AND MWER ARRAN6 —ON THIS BNEET ARE AND eNdLL REMWN T:c PROPERTY M R—ODD OEWGN,INC.NO PART TO aril R&,I UeED N CNNECTION viN Y1T wORK Q2 PRDECT,mNER TNdN iNE BPEORED PRO-TA+Wu''CN T'IEY NAVE e—PREPeRED AND OEYE—6,M.—THE EMREY rwOU6FDfE Ym wIIIrtEN CONy31T 6 ROCKv10..O DE&fa1,NC.. OF A • + � SEPTIC SYSTEM NOTES NOTES: SCHEDULE O ELEVATIONS 1. RISIERS AND COVERS TO FINISH GRADE ° �" 1. AL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE STATE *� ,e • 2. H-110 SEPTIC TANK,H-20 D-BOX,H-20 GALLEYS AND SCHEDULE 40 PVC PIPE THROUGHOUT ENVIRONMENTAL CODE,TITLE 5(310 CMR 15.00),AND THE LOCAL BOARD OF f - "° cow �. es 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A TRENCH PERMIT FROM THE w=1 HEATH. ,.-.:� „ �, '� ,,:.. 1 - FIRST FLOOR= 1,,4 ., ,r,r �M ° LOCAL MUNICIPALITY IN WHICH THE WORK IS BEING PERFORMED. `•w 1 88.0 ar xy w ® 2 TOP OF FOUNDATION= 2. THERE SHALL BE NO CHANGES MADE IN THIS PLAN WITHOUT THE WRITTEN '' t 3 PIPE INV.AT FOUNDATION OBSERVATION PORT PERMISSION OF THE ENGINEER AND LOCAL BOARD OF HEATH. 7 � 2 87.0 } h z if s r,�' 4 INV.OF PIPE AT SEPTIC TANK INLET= S=2°/m MINIMUM 3. ALL ERRORS,OMISSIONS,AND CHANGE OF CONDITIONS AT THE SITE SHALL BE A� ' °�8 • �,�p .a ° 5 INV.OF PIPE AT SEPTIC TANK OUTLET= BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PERFORMING THE ' a • w" ` �' 9,: °` . 6 INV.OF PIPE AT D-BOX INLET= 13 84.0 RELATED WORK 12 83.3 SEPTIC VENT 4. ALL DISTURBED AREAS ARE TO BE LOAMED,SEEDED AND MAINTAINED TO OF PIPE AT D-BOX OUTLET= 14 84.5 J .. �:• PR 4 81,91 f LOCATION TO BE 11 84.0 EVENT EROSION. 8 INV.OF PIPE AT LEACHING FIELD INLET= 5 81.66 - DETERMINED IN ' THE FIELD :. . R .,. 3; `. ;4 r .M .` $. ULD BE INSPECTED AT LEAST 9 BOTTOM OF LEACHING FIELD= 10 81.5 5 d, , w.., .p ..r �E. -_ - - - =-;' __ _ _ Z ONCE A YPEAR AND WHER EN THE TOTAL DEPTH EPTH OF TANK OSC M AND SOLIDS EXCEEDS 1/3 THE LIQUID DEPTH OF THE TANK THE TANK SHOULDE PUMPED. " _�r�,a .,-" °� ♦ a� � mr` 10 TOP OF STONE_ - - - __ -- - - - - B • ;' 11 FINISHED GRADE OVER LEACHING FACILITY= -- I . .. ' ' BACK FILL wm•I �� THIS SYSTEM HAS BEEN DESIGNED FROM DATA REVIEWED AND ro"BOX -' CLEAN FILL .L� 15'MIN.BREAKOUT GRADE H 12 FINISHED GRADE OVER D-BOX _ _ ACKNOWLEDGED BY THE MASS.D.E.P.AND THE LOCAL BOARD OF HEALTH; - WI SPEED 9"NttN• _ - AND CONFORMS WITH THE REQUIREMENTS OF THE STATE ENVIRONMENTAL _ - - T 13 FINISH GRADE OVER SEPTIC TANK= MIN. - --I; ! S�•02 L=18' ,+'- MIN. �T' LEVELERS I _ ' FILTER FABRIC 5W GALLON GALLEY -! r 1---' - --_.__ _ _ ,, �- -;• ,, .. -. , MIN, • - _ _ _- OD E O GUARANTEE OF PERFORMANCE IS EXPRESSED OR IMPLIED. i!:,=�,,.. :..�. CODE,TITLE 5.N GUARANT EX RE PL LOCUS MAP NOT TO SCALE 14 FINISH GRADE AT FOUNDATION= ' ; r 5�.01 L�6 S=0.01 L=VARIES ., 15 BOTTOM OF SEPTIC TANK= - y ra - 7. TEST-HOLE INFORMATION SHOWN HEREON IS LIMITED TO SOIL CONDITIONS 3 82.27 , . I (� c " _� -I' "It-! r - ® ® FOUND AT THAT PARTICULAR TEST HOLE LOCATIONS AND IS NOT CONSIDERED - r - - _ © 1 ®51 ' - -- 24"EFFECTIVE 34"OVERALL AN IMPLIED OR EXPRESSED WARRANTY OF SOIL CONDITIONS BEYOND LIMITS 16 TOP OF CELLAR FLOOR _ , - I C2 C1 ® ® ®® il( .... T: ; r iil ' ®® ® ® ®© - - HEIGHT SCHD.40 PVC TEES I. . _� T L WALL AREA E OF SUCH HOLES. TEST HO •: v' _. Cl) = _ • ..' - • ' -' a ''s 8. ALL ORGANIC AND UNSUITABLE MATERIAL MUST BE REMOVED FROM THE , Imo! GAS BAFFLE + v _ - - i._,_ ' - '- ' -" -1;.�_ •_ i '!�:�!-.'�--- �=�'�' AREA DIRECTLY UNDER AND S FEET BEYOND THE PROPOSED LEACHING - - 6 81.00 7 80.83 _ 5'OF NATURALLY OCCURRING - FACILITY.THIS AREA MUST BE BACKFILLED TO THE ELEVATIONS INDICATED ON - PERVIOUS MATERIAL I:. i.- � 8 80.67 I - 8 80.67 THESE PLANS WITH SELECT ON-SITE OR IMPORTED SOIL MATERIAL, •., ' . ,, . _ Jr _ CONSISTING OF CLEAN GRANULAR SAND OR OTHER GRANULAR MATERIAL, 16 TBD I - I - - - I 1 ll � FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES. 1500 GALLON SEPTIC TANK - MIXTURES AND LAYERS SHALL NOT BE USED.THE FILL MATERIAL SHALL H-10 PRODUCT-ACME -� I USE(3)500 GALLON GALLEYS WITH: CONFORM TO THE STATE ENVIRONMENTAL CODE,TITLE 5-310 CMR SECTION PRECAST MODEL OR EQUAL i 15.255(3)AND SHALL HAVE PERCOLATION RATE OF BETWEEN TWO AND FIVE - 48"DOUBLE WASHED CRUSHED STONE ALL AROUNS71. \-PERFORATEDr PVC VENT PIPE SET IN STONE MINUTES PER INCH,BEFORE AND AFTER PLACEMENT. 6"MIN.CRUSHED STONE BASE TOTAL LENGTH=33.5' 15 77.33 _ _ C I- TOTAL WIDTH=12.83' REFER TO NOTES 7&8 FOR REMOVAL 9. AL STONE MUST BE DOUBLE WASHED AND FREE FROM FINES AND ANY I OF UNSUITABLE SOILS IF APPLICABLE ORGANIC MATERIAL AND MUST HAVE LESS THAN 0.2 PERCENT MATERIAL FINER THAN A NUMBER 200 SIEVE. 10. THE DESIGNER HAS NOT BEEN RETAINED BY THE CLIENT TO CONSTRUCT OR SUPERVISE THE CONSTRUCTION OF THE SYSTEM.THE CONTRACTOR IS RESPONSIBLE FOR MAKING ARRANGEMENTS FOR INSPECTION OF INSTALLATION OF THE SYSTEM WITH THE LOCAL BOARD OF HEALTH. DESIGN DATA o 11. THE GENERA CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND PARCEL 5 VERTICAL CONTROL OF ALL SYSTEM COMPONENTS. #775 S� 1. BUILDING TYPE. 4 BEDROOM SINGLE FAMILY DWELLING SERVICED BY 12. TIGHT JOINT PIPING MATERIAL TO CONSIST OF POLYVINYL CHLORIDE P.V.C. TOWN WATER L W: 110 GPD PER BEDROOM= 110 X 4=440 GPD SCHEDULE ( ) L (� 2. DESIGN FLOW: S H DULE 40,UNLESS OTHERWISE NOTED. ! TING �qS lNG 3.DESIGN PERCOLATION RATE:<5 minfinch 13. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER FOR CONSTRUCTION DWEV" INSPECTION AFTER EXCAVATION FOR THE LEACHING BED PRIOR TO THE ��• #775 PROPOSED SINGLE RAIL POST FENCE(190 L.F.) 4. GARBAGE DISPOSAL. NO ( n PLACEMENT OF STONE)AND ALSO AFTER PLACEMENT OF PIPE&STONE PRIOR PROPOSED LANDSCAPE MOUND 5. SEPTIC TANK DESIGN REQUIREMENT:200%DESIGN FLOW TO BACKFILUNG. PLANTED WITH TREES FOR PRIVACY SCREENING W 440 X 2-880 GAL. (USE 1,500 GAL. MIN. PER TITLE 5) 14. DESIGN ENGINEER SHALL CERTIFY CONSTRUCTION OF SYSTEM AND GEOTHERMAL WELL P. X 64.5 6. TOTAL LEACH AREA REQUIRED: MATERIALS INSTALLED.THE CONTRACTOR SHALL PROVIDE A SIEVE ANALYSIS PROPOSED (TY ) I I I 1 1 I I \ ` LL OF THE FILL MATERIAL REQUIRED. AN AS-BUILT PLAN,SHALL BE SUBMITTED TO (8 WELLS TOTAL) , ) I I I I 1 \ Q TITLE 5: 440 GPID/(0.74 GPDISQ.FT.)=595 SQ.FT.(CLASS I SOIL) THE LOCAL BOARD of HEATH UPON COMPLETION. 1 > , 7.TOTAL AREA PROVIDED: 15. NO RUBBER TIRE CONSTRUCTION MACHINERY SHALL DRIVE OVER THE CBLP _ I = PROPOSED SEPTIC BED EXCAVATION DURING CONSTRUCTION. 609.87 ( I I FND. I � 12.83 X 33.5 LEACHING TRENCH (SEE DETAIL) e _ EFFECTIVE DEPTH =2.0% LENGTH=33.5;WIDTH= 12.83', N63°56_30'V1( I / I I I I I I I I \ \ \ / Q _ _ 16. DIG-SAFE AND ALL OTHER NECESSARY AUTHORITIES SHALL BE NOTIFIED FOR \ \ I SIDE WALL AREA=2 (12.83 +33.5)x(2)- 185.3 S \ \ 1 I I I I I / IN, SQ.FT., THE PROPER LOCATION OF EXISTING UTILITIES PRIOR TO ANY EXCAVATION, i15 I I I I I I I i l / \ / / ' I I I / BOTTOM AREA= 12.83 x 33.5=429.9 SQ.FT. k o N I I I I I \ , ' I 17. WATER SERVICE UNE SHALL BE LOCATED AND MARKED PRIOR TO ANY x 85.0 / °ti °° / / / / / / I I I I I TOTAL AREA PROVIDED= 185.3+429.9=615.2 SQ.FT. I I I / I I i I \ � � J t EXCAVATING AND 10'MIN.SETBACK DISTANCE FROM SAID SERVICE TO THE i J, 1 III I I I i / ® ® \© / / / / / / / / / I I i / / I I I I I I I rn o 615.2 SQ.FT.X 0.74 SQ.FTJGPD= 455 GPD SEPTIC SYSTEM SHALL BE MAINTAINED. III w I I $-�5 88 d� I j / ,�w / / / / I ( I I Iw V O I I I / / �d o co I I �/ I I oo I 1 I TOTAL FLOW PROVIDED=455 GPD 18. ALL WATER LINES WITHIN 10'OF SEPTIC SYSTEM COMPONENTS SHALL BE w °D o � 1 00 o 00 SLEEVED WITHIN 4"PVC SCHEDULE 40 PIPE. W 0° / °j / / / / / / I I .�� I tO I I NOTE: SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER. /-. a 1 1 1 1 8�xo © ° 8615 I® i ® / x I I / �o � 11� 1 W ! I� I i ► I I � � LL ► , / / I I ► I I I / I I I SOIL EVALUATOR'S LOG t�~a� �. LL Z 1 42 J314 I LL"}'a I I X , ss 1 I I , / / / / / / / LOT 1 I I I I / / I l / / / °S,rQ O LL I I Io g I I PROPOSED DRY WELLS(Tl'P.) / / / / 131,085t S.F. I I I I I I / I I / / / •� r 60.2 I I / I m= .I I NI I / / / / 1 1 / N Depth from Soil Soil soil soil Other AIA7THEIk C. AllA. I - a 0 III I / / / / / / 127,8941 S.F. (UPLAND) I I I i / / / / / / N �1 Surface Hor. Texture Color Moto Relative a COSTAL I- I I I ($z I-' I 1 1 °D -LAWN AREA- I I / / / / / / ( I I I I I I / I / / / / N (Inches) (USDA) (Munseq Factors Na. 5228 °o I I I I I I I I I 81.9 / / / / / / / I I I I I I I I / / / J / / / / K) DEEP OBSERVATION HOLE#1 EL.83 .o RAnJL W 0 Z I I f I ( L . i I I EXISTING BEECH TREE TO REMAIN / / / I I I I I ( / / / $ ELEVATION w " O LIZAPtDRIIVcRr1 (� g , I ( I I I ! ( I I ( I J NO RE-GRADING,EVEN TEMPORARY. / / X 64.6 / I I I I I / / PROPOSED 2"WATER SERVICE 0 -3 o ORGANICS +Vry v No.46845 Q I I I 87x0 I I J IS TO BE PERFORMED UNDER CANOPY. I I I I / 30 4- Si11N U I j III I I I I I ( I I I , I I / / ( I I I / AND SHUTOFF VALVE / 82.7 3.4 A LOAMY SAND 5YR 4/3 :. RF �� o L I I I E 1 I I / J' I I I / W "_ o ols � w 8.6 81.0 4 24 B LOAMY SAND 5YR 6/6 NO cis \�' Q w w I I I ' 69 I I - _ / / / / / / / / / `I I 77.6 24"-s4" MED SAND_ 7.5 Y 6/6 NO 50%GRAVEL �ltla I I III ( I ) I I X 24"BEECF� I X 66.9 -- - i ''� - . \ s 1 / / - / / / / / / / / / / / / / / / C1 �I ,, IIIIII IIi ► I .t1 � 73.0 64"-120" C2 MED SAND 10YR 7/4 NO <5%GRAVEL Q -i I 86x2 86x2 I I i / / / / / / / / / / / / z DEEP OBSERVATION HOLE#2 EL.83 'I IIIlIII iIo 86 / I / / / / / / / / ��� � � C of I `v I 1 1 I r / / / / / / / W •T 1 I I ( I I - , ,�... �_ > / / / / / / / / / i ( > � 82s °,�3w o ORGANICS TILE i ,.t `" I BEECH TREE TO TO BE REMOVED PROPOSED 2'WIDE O / / / / 3 -5 A LOAMY SAND 5YR 4/3 D! w `1 / / / / / / / J I d \",./ IS PLAN MAY NOT BE ADDED To,DELETED FROM.OR ALTERED IN ANY WAY BY ANYONE OTHER THAN CAPE s O p I I O 84 .# CLEARED SHOULDER / / / `O 81.2 ^'- B LOAMY SAND 5YR 616 NO SLANDS ENGINEERING,INC. LL BENCHMARK i u 70 ON BOTH SIDES OF / / i O PERC @ 28.40 z- O LL 2x5 '""`,t.--•� -*++' \ - / / 77.8 22•-62 Cl MED SAND 7.5 Y 6/6 NO. NLESS AND UNTIL SUCH TIME AS AN ORIGINAL RED STAMP APPEARS ON THUS PLAN NO PERSON R - ! TOP OF SPIKE (RED) o O m I \O 7<$3 ii , .a 85x5 I 1 DRIVEWAY / / / / / / / / w " 50%GRAVEL ERSONS MUNICIPAL OR PUBLIC OFFICIAL�k ry _<,, X 8 ` _ / / / / / / (� _12° < OF CIAL MAY RELY UPON THE INFORMATION CONTAINED HEREIN:AND THIS n w f EL.=82.3U 73.0 62" LAN REMAINS THE PROPERTY OF CAPE AND ISLANDS ENGINEERING INC. ,�14 yllc y,:. 0 x o ;t..PROPOSF,Q i / / , / v 7 / / ^ DEEP OBSERVATION HOLE#3 EL.83 W 178 ; :�, za•B 80 8 2�_ / / / / 99 2 C7 0 4 9/6/18 INCREASE SEPTIC DESIGN AND SYSTEM RLR R i h,¢�!WELt iN ga 82 \ \ T6 74 / 450� / / 2.7/ / - " w LR HSE_R55 / / / ! 3 8 0/18 I 01-4 O ORGANICS / ! /3 REVISED NOTES ASTER BOH COMMENTS _ MC MC _ ----._._. / / / / 82.5 '"-6" LOAMY D ` •�� , ,.1Z.QR8$0,t,:.r W � 74_ / / / 4 A 0 SAND 5YR 4/3 r,..�r, •.•, a�::.: \ / / I I 2 8/27/18 ADDED NEW PERC INFO. MC MC \ r r o u t)-Ii=87A, 1 - _ / / / /BENCHMARK 81.2 6 -22" B LOAMY SAND 5YR 6/6 NO MINi: .aA:�:u1 'kh ;':.. f +sd`z•.¢,, .."c':,'+�'y ' ;y ,,.: �-�- -� _ - - ! t � W 75 ,, / / X 78.�' / / TOP OF STAKE \ REDUCE SIZE OF PROPOSED HOUSE AND DRIVEWAY, W V \ \ 1 ( I i t�o•, , ::, ., r r�:_;: •; aar .,:; _ , - __ / _ 78.0 22"•s0" C1 MED SAND 7.5 Y 6/6 NO 50%GRAVEL 1 7/18/18 8 IIf4f \ ,;f!;rit� •"I,i� P '# �:' ';`ar �, ,: ,`. m r�;"�9 .,i: �:r. N/ •� - / / EL.=95.50 6' �� _ AND ELIMINATE RETAINING WALLS RLR MC + I I \ Q 110,, \ aCl)ol 7 c, W --y / - / ( \ \ 73.0 60"'-120" C2 MED SAND 10YR 7!4 NO <5%GRAVEL REVISION DATE DESCRIPTION BY APPR ! 84x5 ;+` ' ' 8 N W _- ---- - / \ I OWNER OF RECORD: ' 4 w..;i: 8?` ry 12 WI -----__ 7 o N., t r; 1 ,< , .., q� .. DE P W-- DEEP OBSERVATION HOLE#4 EL.83 I f t' , a • i �T $LAB . .-Q..:, PAVED D yy ., \ CHRISTOPHER MCNARY ( III g R, - - - -- br---- \ \ 98.3 w " VEWgy �� � 01-4 O ORGANICS .L I ( I I ". ,••�'`' '. :x ' 11 80X0 o mT \ O I I Y ' a RESERVE - 88.1 w \ 82.4 4=T A LOAMY SAND 5YR 4/3 � v 59, o �TP#2 ,, �.. �� iN ` o \ \ 11 FOREST LANE' n 78.0 \ 84A 0 84x0 84x0 ,: ••. ,., ••, --- -1 / � � � \ \ \ \ U 81.1 7"-23" B LOAMY SAND 5YR 6/6 NO NORTON,MA 02766 ! I I I I l \ \ '- _ x 80.s , • . . . \x ss.5 A6 \ ® - °,-° 7PI13 TP#4 \ / WO \ \ \ \ 77.8 23"-62" C1 MED SAND 7.5 Y 616 NO 50%GRAVEL APPLICANT: 33.5 \ \ \ \ \ 1 CHRISTOPHER MCNARY \ 82 L84.0` \ 610.00 / \ \ 73.0 62"-120" C2 MED SAND 10YR 714 NO <5%GRAVEL 83.1 k 83.8 °56'30"E x ao.t8 \ x ss.a� \ \ r \ t. \ rr / S6_y \ \ \ \ \ \ \ 11 FOREST LANE \ �-r X 79 2 , _ \ \ \ \ \ J PERCOLATION RATE= <2 MINJINCH X79.7 Ir rr X83.2 i11,I / J U ---X 80.1 Q it , \ -\ \ \ \ \ DEPTH TO GIROUNDWATER=NONE ENCOUNTERED NORTON,MA 02766 60. I I I \LL \ u- �� ?� X 83.7 �X 54.1 r , \_ \ \ \ \ \ \ GROUNDWAITER ESTIMATED AT ELEVATION 63'FROM HAMBLIN POND WATER LEVEL j _ OBSERVATIONS BY:RAUL LIZARDI-RIVERA,P.E. I ( ( ( ) LL> \ �� o\ � _ � i .8 PROJECT. { I \ \ \ 74.2 m m0 \\ c Co \ � WITNESSED BY:DON DESMARAIS SEWAGE DISPOSAL SYSTEM DESIGN t- r f- FS DATE TESTED:8:124/18 F� .n P#15768 755 COTUIT ROAD(ROUTE 149) t IN LEGEND PARCEL4 Al NOTES��'c MARSTONS MILLS, MASSACHUSETTS so -.NOTES I HSE#739 x83.7 SPOT GRADE SERVICED BY I ZONING NOTES " " �j GROUND ELEVATIONS ARE BASED ON AN ON THE GROUND INSTRUMENT 83x5 PROPOSED SPOT GRADE TOWN WATER `9,I ����, PROPOSED DRYWELL ��O SURVEY AND)AN ASSUMED DATUM. SHEET NO.:1 OF 1 DATE:1/14/16 } ® ZONING DISTRICT:RF ■CB CONCRETE BOUNDDWG FILE- ■SB STONE BOUND a FLOOD ZONE: NON HAZARD(ZONE X) i RC ROD CAP BUILDING SETBACKS: I 30 FT.FRONT APPROVED BY: MC I STAKE&TACK FOUND ! ® 15 FT.SIDE&REAR THIS LOT LIEES WITHIN A ZONE II WELL RECHARGE AREA. PREPARED BY: i 0 PERCOLATION TEST V SOIL TEST HOLE >�� MAXIMUM LOT COVERAGE BY STRUCTURES:20% THIS LOT LIES WITHIN A GROUNDWATER PROTECTION DISTRICT. CAPE & ISLANDS ENGINEERING ' - SERVICE SHUTOFF JULpj CIVIL ENGINEERING-LAND SURVEYING-ENVIRONMENTAL PERMITTING` -® CATCH BASIN SQUARE LOT AREACOVE(UPLAND) ND)=127, 94 S.F. THIS LOT LIES WITHIN A SALTWATER ESTUARY PROTECTION DISTRICT. INCORPORATED ''G�' UTILITY POLE iW- � LOT AREA(UPLAND)=127,894 S. Q- GUY POLE Ak• '>V` PROPOSED DWELLING&GARAGE=3,125 S.F. SUMMERFIELD PARK s GUY WIRE ISOLATED PROPERTY I NOT LOCATED WITHIN AN AREA OF CRITICAL ENVIRONMENTAL 800 FALMOUTH ROAD SUITE 301c 508.477.7272 PHONE info@CapeEng.com AREA OF STRUCTURE INCLUDED IN d� FRESHWATER CONCERN (A1.C.E.C.). MASHPEE MA 02649 508.477.9072 FAX www.CapeEng.com EXISTING LOT COVERAGE AL WETLAND Allk TOTAL PROPOSED LOT COVERAGE=3,125(2.4%) DRAWING TITLE: W .W.......... WATER LINE WORK/CONSTRUCTION �,. ...................... LIMIT OF DEED REFERENCE: BK.28897 PG.69 • 0 30 60 100 -�s- CONTOUR SITE AND SEPTIC DESIGN PLAN PLAN REFERENCE: BK. 167 PG.35 SCALE: 1" = 30' ASSESSORS INFORMATION: MAP 101 PARCEL 004 LOT 001 i I! I - -- - _ i