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0055 HI-ONA HILL ROAD - Health
55 Hi-Ona Hill Road Centerville -- A = 207 — 092 —001 RISMEAD No.2-MLOR UPC 1284 smssdroom • Wds In WA %IA 7 TOWN OF BARNSTABLE LOCATION" SEWAGE# c;?6J 6 °) 1 1 VILLAGE CeJe�_yl (teo ASSESSOR'S MAP&PARCEL a8-7 ®�c� INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY V LEACHING FACILITY:(type) ��j()U � � ¢� ? (size) NO.OF BED OOMS OWNER . ~vl PERMIT DATE: /'��/e��/'7 COMPLIANCE DATE: / y Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY —� i_14 - 17-5 �- = Aq ' ' n oc a`c= GQ=S 13 ►-L��uX' 1960 a�- = 5 -ra41 9a(O'i t,efe No. '�` _ Fee /—%;a, THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pphLation for Misposal &pstem Const union 3pPrmit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Loca ress or Lot No'on d ./l / Owner's Name,Address,and Tel.No. Ass-es or'� ap/P-ar e� ` b irl Installer's Name,Address,,and Tel.No. �/f Designer's Name,Address,and Tel.No. p Type of Building: Dwelling No.of Bedrooms ,_ Lot Size �� I L117 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided Ito gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank 16� —a IQ T e of S.A.S. 1C&Qm Ak 4-1 Description of Soil Nature of Repairs or Alterations(Answer when applicable) C) `57 C9 C Date last inspected: Agreement: r. The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of a� Signed Date Application Approved by Date - —a —/ Application.Disapproved by Date for the following reasons Permit No. f< Date Issued Z ------ --------------------------- _I Ll No.. s> Fee: THE=:COMMONWEALTH OF MASSACHUSETTS Entered in computer: f Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 21ppfication-for 'bisp' osal *pstem Construction Permit Application for a Permit to Construct( ) Repaii( ) Upgrade'( ) Abandon( ) ❑Complete System ❑Individual Components Location' press o��No � � `�P Owner's Name,Address,and Tel.No, QC4 Assessors ap'P'-arcel ,d® 7 &L ` `�C d Installer's Name;Address,and Tel.No. /f f7/f,/ Designer's Name,Address,and ®Tel. �No. t A 'l 1")- �/ t'! d v/✓� 4-J�!✓l<< M/ I A�ir1 Z✓Zl i �_\ Type of Building: — Dwelling No.of Bedrooms .� Lot Size o q7 —sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) d gpd Design flow provided 1 1 GI gpd Plan Date,, Number of sheets Revision Date ' Title % //� Size of Septic Tank / Qp . Q TIP of S.A.S. '�lri $�(}d C`�ph„ Description of Soil ! Nature of Repairs or Alterations(Answer when applicable) /�/ D,�,G ,ry 0 z ✓ a _ Z. °Pate last inspected: agreement: . , The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of 1yleakth Signed Date Application Approved by Date ,2 — (I Application Disapproved by -r\, - Date for the following reasonsF -Permit No. . 901 Date Issued { �' F " e , - - -- ---------- - - - - - - - - - - - - - - = THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS ` Certificate of Compliance THIS IS TO CER- �Y,,thatat'the On-ss'teSewa isposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by •at — k&,,e / f has been constructed in accordance iZ tr �• with the provisions of Title 5 and the for Disposal System Construction Permit No.2O dated /) , f"v Installer Designer #bedrooms ,k, .72 Approved design flow j 3� and The issuance of this pe �t shall not be construed as a guarantee that the system will f cctionnsigne Date Inspector ---------------------------------------- --------------- -------------------------------------------=---- No. l' Fee 1 � THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS 3Bisposal *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/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 permit. Date + , Approved by Town of Barnstable Regulatory Services Richard V. Scali,Interim Director * BAMSrnsL& • 1639� 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:3-23-18 Sewage Permit# Assessor's Map\Parce1207-092-001 Designer Cape& Islands Engineering Inc Installer: Miranda's Excavating Address: 800_Falmouth Rd,Ste 301C Address: 476 Main Street Mashpee,MA 02649 Harwich,MA 02645 On Warren Miranda was issued a permit to install ea (date) (installer) ptic system at 55:Hi-Ona-Hill Road, Centerville based on a design drawn by (address) Cape& Islands Engineering,_ Inc. dated 9-1-17 (designer) _I certi that the se ti c system referenced above w. fy p y as 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 ce ify that the system referenced above was constructed in compliance with the terms of e IAA approval letters(if applicable) ,yA of yG � O= ��- to (Insta le s Sr tore) LMARDW vERA m p CML y No.46845 (Design s Signature) (Affix D `S P ere) 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. QASeptic0esigner Certification Form Rev 8-m-13.doc ' _ I Town of Barnstable P a ✓�1 $ Department of Regulatory Services pp � .RAWMAE ,: Public Health Division Date lY MARK 619. �� 200 Main Street,Hyannis MA 02601 ` Ni0.t� Date Scheduled Time + Fee Pd. Soil Suitability Assessment for Sewage Disposal � Performed By: M41N---VC. C057X 'E S Witnessed By: 1 T/Wt/1 y �7 �) Tom, '3, LOCATION&GENERAL INFORMATION Location Address + wn`n au,•�( t Oer's Name) .�•V 11 d� (�af��/✓� Cevl 1r� t t'l��Q Address Assessor's Map/Parcel 0 P o G-j'Q7\ Engineer's Name - 6(,N, NEW CONSTRUCTION REPAIR Telephone# —411--n1 r 1 Land Use �CS(�C7�/�yt C _ Slopes(%) 0'3 Surface Stones Distances from: Open Water Body 1,15-'3+ ft Possible Wet Area 15-0fi It Drinking Water Well f QQ tft • Drainage Way 60 f ft Property Line IO ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) -z � 37 E Parent material(geologic) /, Depth to Bedrock V / Depth to Groundwater: Standing Water in Hole: / O Weeping from Pit Face /IUD Estimated Seasonal High Groundwater Lim DETE NATION FOR SEASONAL HIGH WATER TABLE Method Used: N Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION TEST Date b/ Time/O;(S Observation . Hole# 3 Time at 9" CO[iCO tJQT ii Depth of Perc 3G Time at 6" Start Pre-soak Time @ �6i O, Time(9"-6') End Pre-soak �.Z G Ci •''•{t Rate Min./Inch 1/ Site Suitability Assessment: Site Passed ✓ Site Failed: Additional Testing Needed(Y/N)_J Original:Public Health 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. ,t Q:\SEPTIC\PERCFORM.DOC YP DEEP OBSERVATION HOLE LOG Hole# I Depth from Soil Horizon Soil Texture Soil Color Soil Other / r Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. 0 Consistency.%Gravel) 0 may'=Jl�jodn� . DEEP OBSERVATION HOLE LOG Hole# 7- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. _ � Consistency.%Gravel) / r6�w) nnnn-1 to e- 2 y,I_,131��� l� _11I,e�.`Saul 2•" to o ,ocpw.•�pe Q. — 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) Z". O" 0 oeRa7C-S o'' -lv" f-N P •J (a"• 2'�C �rJ k aM 5 u DD DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. n• fl _r- • _R Consistency.%Graven 2 br�[11 C " -6'r "• d�F" 6� :to b Flood Insurance Rate Mai): // Above 500 year flood boundary No Yes Within 500 year boundary No k1 Yes Within 100 year flood boundary No Yes Depth of Naturally Occurrine Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? .4t5 _ If not,what is the depth of naturally occurring pervious material? Certification I certify that on L / (date)I have passed the soil evaluator examination approved by the Department of En iro ental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature Date 4 Z/ • Q:)SEFTIC)PERCFORM.DOC Z ._ o JIM j I ' 2 --I IO' 1 3'-0 a 5'-T 5'-5- 3'-& 4'-0' singie sink refrig. IN PI Y ,� i I t N + '�'_ O sh 6k72'wfiinpod Wb i $ Bathr Ron B throo 7 Master Bath GO 0 w C l ) V- X",,00 wd u D• Kitchen Dlninit I ash•.12�`— 12'-9�x i 2'-4F I1 It N a4'-0' 5'-0' 9-C' 3'-8' 15'-10° "p 7 Mud Room . . �16-0 `�VL b_ 5061 g Living Room ) 45 degree mmeF b { p� o i'—� ! 5'-2•x2�'o Ma5ter'Bedroom s a w b. ® `/ n fire 1're 13'8'x I0'b'j i _ Family Room { wrth4' op g. I Z wth Oda cob d� i $ Is'd'x 14'-2' f- `li tI'v �G10 et I, .. C Bed m 2 to m ii I N Portico Column Details sae:r m r-a T j- x' F Walk-In Closet �I L 3-2x6 p.c.cdumn with bbclu^g ; ! i Zu 1._ T4kS 1 W Q geN.Iwst aoc aae ed�mwseam m��wr, F er �5�q �4 � I $ i,L O 1.ce11Wr PVC tom notx))rdi,ei lYada'ifir`6nnt a,pdows are 5 y I n ° ndow hwds st bur hoot vnndows arc § $ -—- I b0 e�- $ f W 4'Ni Ic�llun nlher,•nn:lnw,-,- sseetlon I Q 4 hi herthan other..do—- see sect n 1S� .•••,�(t p IGO S'Y8 2'4' ' I& 3', 8'-0' ooS'-09ry -0' 24 a` 16-0' 18.47 I n O N FIr5t Floor Plan Second Floor Plan 5cale: 1/4"= P-O" Scale: 1/4"= I'-0, $ 4'a 4'-0' 2a-2• I I'-G' 14'-3' y c N E General Notes: m Z n @ ALL WORK SMALL BE PERFORMED IN ACCORDANCE WITH ALL CODES. IC m O ORDINANCES,AND RESPONSIBLE TRADE PRACTICES.ALL SUBCONTRACTORS SMALL BE RESPONSIBLE FOR KNOWLEDGE OF AND ADHERENCE TO THEIR RESPECTIVE BUILDING CODES,ORDINANCES AND PMPON51W TRADE PRACTICES.THE CONTRACTORS SHALL NOTIFY THE F ARCHITECT IN WRITING WITH DETAILS OF ANY DEVIATION WHICH WOULD AFFECT THE CODE COMPLIANCE OR DURABILITY OF THE PROJECT.THE CONTROL OF WATERPROOFING,FLASHING,VENTILATION.CODE COMPUANCE.AND CONSTRUCTION PROCESSES AND PROCEDURES ARE THE RE9PON50ILTY OF THE CONTRACTOR. g� 4 Garage Walk-Out Basement L--J nvAc T _________ g OO 8 O v A 00 m F 7 P�Nk OF M4Ssgcy N o �Qa� _Q t�pi.CHELE 3'-& 4'-2• ELI 4'-2' 4UDIL� p ap @ o STRUCTURAL (n 2x4 stunt 24' penmete spa ed I/2'rom h O 24'-0' wRh r-I5 fibergiass'insulanon No 34774 all woad,°ma a th ma e e e W be r v e� aV /� f'rO fG�Q basement 129G 5P 9 �GtSCEP c, Ln U ASS NA��G C Basement Plan Q N Scale: 1/4"= 1'-0" ' `— I Thin bn�or sbr� votallyd in strkt accardaxe with b manuhcNre/s vupycppq an wateryroof membrne - ov-wood chimney creme,instal stela metal cap conenana>wined nd event ar�ited:ural roof>hingln on anuhrxurers uMerlaymerrt w+th ice a d water shield membrane at all vvn Z fasoa I xH fn¢e board AZEK 6934 rams gown mouldm gable tnm u to pr J 4•beyond hrc.of garage O 12 ceuaur Fve to a>,nowm 16 I/2'x 56 I/2'111— Typical Eave Detail a•damd-han N morn E I xa reran I xa tnm at top and>do of wMow> I xs tnm on aan I 4•w.x 3 I/2'h.x 3'd.duonbv<blockz •, x3 rake loin AZEK hmtonc sill U 9' 12'47 12'-0rdko board see(ram�ng plans r>¢ing information 9' I x6 rzke tmm on wall I x 10 and I xB corner boards le 4-1,F-dM by adntect _________-__-_-- _ - —_- __ _-- _ _--_ ______ __--___ __-_ __—____- - 5 1/2'M-fib-—t a J,% y /' 1 x6 fasaa AZEK 6934 rams crown moulding AZCK 6934 ram>-own moulding ,r.l --- 2 2 6 2 „y ®® M r/. 16 1/2'x 68 I/2'shutt-s • Y /ky�/�.{/.�® _ ,2- x4 tom at top and>�dn of vnndows —_--___ _ ®® _ m +`i shown c _ di 2x4 sW ds 16'o c t 1 m _ A2EK h�ytoric sin _ - 1 1.4 tom rt top and side of windows u N i x5 aM IA cor cr boards I �/ A R hmtonc s II W c 1f)U ML I x6>krt board mountccl I' skit board mounted l'max. b dow top of faundabon —_ _ _ __ below top of foundrtion i (I)C4 rewn top and bottom of wau i '} C' i aM as�emwl 60•o.c. - i I I I ' 1� r� O. . tD �t 4r ti O 34 bent rebels Go...' ( 5 I I I I <h Gera e Gable End Detail /C T I I I Gara etr055 Section 9 Front Elevation Scale: 1/4'= 1'-0" Scale: 1/4°= 1'-0' — --'--- — — — — — — General Notes: MMows are w be AM-o,400 s<nes do,b hung Wi- tI-i i t nxm-rt and awnaig wMown with low<glass aM simWated dmdrd fights as>hown.Sere-n are to be hdl xreen>,ucept for half-s-eens rt 9 front wndows aM-screen aro regmnsd at two large vnM at front of 9a K continuous wfflrd nd event Glen door.are to be Arbenen A Senn Frenchwood aM hinged door 0 with lows qLa >Imldaf E dmdw fights as shown.a d sc<en>. N O Siding m to be NI-5 1/2-pre-hnohed fiber cement wth 4'expmore. O U All loin n W be cdukr F'Ve " al rchltectural roof n ua nufa¢.rcrs andaiaytnent with ice and to>hield brave rt all eavn � � N E c ai z I� 3 O 0 DO I rb ineze Ward Q U n A K 6934 rams town moubuq 12 AZCK h...--II c ng plain for>aing i f ma rn -- _ l Tit 5 I rB one I x6 wrner Wards I x I O and 1 xH rnm-boards composite railing system ___ - — -- _ ___._ 51/2'Nlun fib-c-nnt sidag rt` ------ --__ whti h 4'a�posure VJ OF SASS AZEK 6934 rams-own moulding � O I x4 tom at top aM sdes of vaMows _Qe CC a./tl•• I I b =� ryfICHEtE G�� I R 1 11 =G 1�e1 t S t orico ecion ��cT)RAL v 5 A2EK historic>ill O O L Scale: I/4"= I'-O" �jNO I.6 owrt Wain moartra I•max. "��• G` �Q below top of found on V '°o9FGISSEQ G�' LnU 9 FFSsIONA- I 6'-I° 6-la 6'-l0' 6-Io 6'-l0 6`1a � — — — A-2 Ste- vCr p Rear Elevation f Scale: I/4"= i'-0" /• p� ry R L ,P112 \�7.5 la &ad,pr—ded by arhmeat r-49 fiber Lass insulation Gor-A-VerR sdfit"rs't sf++P � Typral carutrvction \\ �Z 2 G tWd I6•o.c.vnth r21 Merglass imulaGon - Ara'°°d'Iram'ng°r eguwa \ E s - sec Fpmdabon Plan far fmmabon am amror bat rotes - a0 imubhon is to be m direct contact.0 gypsum board � O per the—gy coda Io-s�•\ _ s'-U V A2EK s934 rams gown moulding a - \ 2'x3/4'tnm /2'r k'tnm A s treadsx la'®1U-9 ® ® ® ® ON S sty � 25 _ Y \ Y _ _ 1M"•0N ayi 1 x5 garage door loinF1 DO b'_^ \yy,,," - F�v •y•y 9'-wa, 5-2' �✓/Y U &-0 . ch D n 3/4'TaG d s.O.r I x 10=1a{T 4'-I*4' at wells sP I/2•trom wall -I5M1 N all m untacc wmh i Q •�' m RI ht Side Elevation4,-c aea� y�yy o Scale: i/4"= I'-p" _ I a4 berm a b S�J General Notes: �— I i �'1'•Pd wnNows are to be Am!—400 seras dmW,"blt-wash am aasemeM and,wmrg windows aam mwe guss am smaa,tm d�wded� whom.Screeru are to be fWl screerm,except far half-�aaeere at s frorR � b ` - fa h mown am no screens are regoned ac ewo bige wmeows a<want of - -Z� Fical Cross Section Gbss doors arc to be Amersen A Scow F—hwood am hngm doors rote 1ow-e glass.1-4e dwded Ights as shorn.am sonars. Scale: 1/4'= P-O" o om Sdmg s to be Alive 5 1/2'p-A-hed fiber rcmert wRh 4'er�asurc. y Y 6s yy All loin n W be rclubr P/C 't'1 0 Q K v y I c3 rakc loin � (j I x0 rake trWimran wall U E o`o 2 Ix3 rake trim xB rake board I x6 rake kom on wall ------------ x8 and I x6 corner boards ------- -- swrt board-u—I•max. ------- -------- _ —__ ------— ��p,��F+°F M,Qssq cN bdow top of foandatwn �Q� AAICHELE �y� � o CUDILO I I 00 STRUCTURAL n — �- - - � _ _ - - - - - - - - - � No34774 ti 1 - - - - - - ---_ - r��� o �u Left Slde Elevation A-3 Scale: 1/4"= 1'-0" 2,8. 6'-8• 6'-IP 6'-IP 6'-IP 6'-IP .� 2.O beam m to be hatened t post with 4x4 p.t.post on 9•sonotube'. \ 4)4 1/2' odLOK bolts at each t 2x 10 A.-t A 'aha e onotubes n 20'du. n fooeng 4 r. . o d tsu_ -1� O'lreads.+/- 1/2'nsen d o n h M l A < � at mea 2x p j I o. . •' n try rd A Pr rs 1 0o De C t CI b b P:s V IC o 2 -I 05 f 2'$' 6'-8' 6-IP 6'-IP G-IP 6'-IP 6'-IP 6'-IP 3tg• o CO n ui M12ftm ° b'-l7 36'-P u xl rp er to st4 `" 0 9 ed h > C da u ctu Ps nst <b h - bq __ M1or hello-lti max.-Lam.aermre.ane-56'max.c.a.- Foundatlon Notes: I no 10- mrnete fau 4000 P51 WA-walb m 20'x 10'keyed foohruts. o ` —.— 04 retr,Forc rg ban Ter detalb. 7 see crow sedaom me o -I I /� ° _ _¢y/essure trf3ksf Y'VdGkh.S/B_d l.a3]�"S I(4_ O�� aash n udh spaaig as shown. �o c o I L E ip Footugs are W 4 placed on Imd.Wri ed-1 vnth 3000 P5p mmmum V u =v II _ beanng rape dy,4'.0-mum below grade. I" _ v, x I f o of t5 2" 2 O or 15 6" .e. x I flo Jol is I "o. 2 —J Corcrete flc-slabs shad be 4•mwnwm over a 6 mil polyetlrytene vapor ` = I—m a 4•box course of mnd,gravel a crushed Stan.Shbs sha11 lL haw;I•deep-i l/prlts 20 o.c.mammum. ° 4'-4' IT-& Jet N _ l'J Ali yy 1-n y to sad Ie PI eat n I/2' i C lumn o.l ml -Q /• s t` I ��- 6.51v.x 4.5•d.x 1 'M1 3/ I LV • U f1Tf"H'flIIdr dev-f01'?3/4-- - ,'/� 'R4�6� p- - beam Pocket 2' x0 n Co .hl mlu s o -N rti >r<w.p�a'-o• ill/.tl,' a-��t��� �4��1+m Is-0• vl fuck ddl�I m at o q ±V.3' 6 1 O 2 oor ol9 o.c. x o ' i Jo s � I G I fl l- fl . yseat>at ea4h mlumn I } S -'4�t1= y � 'y II b uP °p 1Sl sbb dev. Omii m I � aaWx-butts 1.3=-max.Som wmarcand 56=-rwws.c. J t.o.w.dcv.100'-0• n 0 99 2• N — — — First Floor Framing Plan m 9 - Scale: 1/4"= 1'-0" m � m N § IS'-4' S'-4' IS'-0• e� V�1 /sv�l.A✓ ��(l vY-M P� VP 12'-0' 2'-a 4 A 6'-0' 36'-0' O Q K 0 0 a d pawn c.ahb ��� ✓�V 1�7� tr 4 (� 1. L-LL urto doo opening N O o E t.o.w.dev.100'b awsAer bolts-12'++ux.hewcawa'e and-73'max.o .9' _ � � °� 0 0 E I i Frammg and General Notes: 3 1/2•x 1 1 7/5.4 c�J- LVL Maeu al woh o to be ranpieted m xcordaree wRh all appvJMe code. ordauncw,regulahan and responvble trade pnctr e. hstcn top plate to hoder wen two Earning lumber n to kin drnd S-P-P a equwalrnt with the tdlavnng minunum 1 row>of 16d 1 vA-1,,3-a.c.typ. stmngths:I000 Ib.1-,,op opposite aM1eam,ng Po e Ahsten aheatbmg to hoder.wth 8d mmmon or 2x5 1200 F51 400.000 P51 gg Ivanized box roils m 3•god pattern as shown and 2x I O 1100 P51 I,400,000 P51 3�o.c.in all hammg(studs.blockng and sills)typ. 2.12 1000 P51 1400,000 P51 3 � oImtall,pnt and beam hangers as required. a Imta11 2,8 a largo Madras typal unle»lMnated othervnx. (3)2x4 studs Ceordimt oprnmgs for plumbing,vet,HVAC.etc.poor to the start cf � (5)2.studs 4 f-n. b I jv° Install ah manAaGureh products,mddmg LVL aM atnwtual mnneeton,m Garage !Y/ mnhnon s sha n ng ,nu amormnce w H manAxture>egw emm�. Fa N contractor n to Ivve full-M'l des of aM--tr,miles on see 5/5'anchor bolt vntM1 3'x3'x I/4'plate washer of the AFPA Wood Fame Consbuctwn Manwl 110 MPH aM all marvhacNrcs imtallabon rmtrvchais. � su.b of slab A Garage Door Opening Detail Scale:3/8"= I'-O" U 9m eh Pon-*L- fir- m hort> a•ma aamV •mew — �I Se �NOF MASSgcyG 0 foundation Plans� __ Scale: 1/4"= 1'-O" 2 �1G Q _ coo�� IL N 97a L v No 34 a _ ti Im A 9FGIs, C>� C11 in U ems. T, A-4 2. attic framing der tr Seto hd floor f aml-�{�y 3 13)a'x 11'Lv a.o' a-a 4a `P`S{A OF 44', 3)2,6 hodu 3 2,2 m to () L hods 3 2.12 hwdu(true to I I'h. o`er MICHELE ti CUDILO o STRUCTURAL ti No 34774 ce mg )15t, c. 2 Of s t5 I G" c { I 6 al h rC 2.0 h a ^ ' lower level roof framing upper I vel roof framing rNJ a l _ o > _ J and 9 D 0jib 2 head HAt 44441 bo M1a- > o t M1a o floor O a � 0 ni U vc w - n p ni an ✓ { inljf W0110h.,e 2x r fter G'2 10 or ois 16'o.c. x t Flo r Joi is I "o o �a�j K1'� x I nd e b rd 111 r \ 1O fte I 5 2. 2 ri x4 Le,Mq JOIst5 I G°O.G (31 9:G heads (3)2.G hodu dar O `` n O (3)2r6 hodu (3)2d,holler (3) xG hn { I I o` ni an yy 0^- / n52 c �qZ, ` Lower Level Attic and Second Floor Framing Plan ,� N N Scale:[Ij/'j4"=lr. 1:-�a 4 a+;� [' ►yy���y� an `.U cD '.•� i` ��ol� �� (.J VC.7 I �0 •—�rv�� _ - .T I o ` 0 2. O r to 16'o.c. - �(1 y X ` �s Framing and General Notes: 2x 10 raf rs I G"o.c. u u u u uLt�^f Ali arork o W be completed in a—dance anth all apphwble coda. oreinancey.nyvlaboro aM re>ponsble hacle practices. Frxmng lumber u to bin deed 5'F-F a equrvaluR wit the follovnng mimmum 2r8 200 P51 1�,400,000 P51 Roof Framincl Plan y o Zx:O I100M 1.400.000 psi Scale: I/4°= I'-Q° 2x 2 1000 F51 1,400.000151 -d u a Ireaa J—am beam hanger•.a required. +� 6° S ••l lmtall 2.5 pr larger headus tygral mi—iMvated otherwrx. c p@ a I� . eoore�n,te openings t«plu,nmry..-eats.nvne,etc.poor eo ae Bart of E frm� rH's a>>ho U Imail ail manvhacturers product,inGMing LVL and atr .l connectors.in 8 V W r Wtf30o I O attic der E o DDD���. ytnct arsordariw wth manulacWreh requremenGe. iP 3 5 i54•r. (—M (3)2,6 hodu (3)2.6 header (3)2.8 hodu Fnimng contractor m to have full W-&dge of aM ma—Manua topics on xte Z g' n�vp( of the AFFA Wo me od Fu eorotrt�cnai l 110 MPn aM a11 t0 4'-6' 21T E V manufxturcr rteWwon mshuchoro. m n on � 00 2x8 ceding WI G" x8 Mhm,pE I 1"o. . 2x8'eill, Jo 5t5 G" a h d 2 tan bra hang ah 0 > 30 cl du U 30.5'a54'r.o.(vcn) -th insulated rap eny 1. N _ ( 2rt1 tad 2x 10 ra rs 1 G°O.C. j iv 'fY eni x8 edvl Joi is I "o 2. c hog ois G'O.C. N m N N h (D U OL � 1 c (3)2x6 hodcr (3)2xG holler (3)2xG holler (3)2x6 header (3)2v6 hodo Q n � U Upper Attic Framing Plan Scale: 1/4°= 1'-V A-5 kp GENERAL NOTES I , i f : BENCHMARK LOCATIONS ARE BASED ON AN"ON THE GROUND"INSTRUMENT SURVEY AND ELEVATIONS BASED ON TOP OF BOUND THE NAV01988 DATUM.COORDINATE SYSTEM USED IS THE MA-MAINLAND COORDINATE SYSTEM, EL=100.64 DATUM:NAD 83,UNITS:U.S.SURVEY FEET. "o �T POAD ZONING DISTRICT.RC � i CBDH , 7g,7 1 , FND PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF NON-HAZARD ZONE X BY ,: y •"' C 25 FT•W r� S 107 79' THE FEDERAL EMERGENCY MANAGEMENT AGENCY(FEMA),ON FLOOD INSURANCE RATE MAP NO. 25001C0564J,WITH A MAP EFFECTIVE DATE OF JULY 16,2014. P APPROXIMATE :« 1 ' t + LOCATION THIS LOT IS NOT LOCATED WITHIN A DEP APPROVED ZONE II WELLHEAD PROTECTION AREA. OF SEPTIC SYSTEM CBDN� PER AS-BUILT THIS LOT IS NOT MAPPED WITHIN A MESA NATURAL HERITAGE AND ENDANGERED SPECIES AREA. CARD 6 Y. o -�`� Q :Do_-J sk; „ BENCHMARK L_---' TOP OF BOUND r O p EL=100.44 J LOCUS MAP NOT TO SCALEao f N IM M Z Gp�p.GE 19.7' PARCEL 92 10 O ►11 EXISTING d DWELLINGnE 4 .r ROD&CAP FND : lyS1 . N , ttn N N 25.8' �- pq PQd - ,a---"" pROpOSED DECK i i W 02.5 I I ~ EL.-1 (PATIO BELOWI PATIO' ` LIJ \ NOTICE PAS \\��` THIS PLAN MAY NOT BE ADDED TO, DELETED FROM, OR ALTERED IN ANY WAY BY ANYONE OTHER CNI THAN CAPE do ISLANDS ENGINEERING, INC. N PARCEL 158 UNLESS AND UNTIL SUCH TIME AS AN ORIGINAL(RED)STAMP APPEARS ON THIS PLAN NO PERSON OR PERSONS,MUNICIPAL OR PUBLIC OFFICIAL MAY RELY UPON THE INFORMATION CONTAINED HEREIN,AND THIS Z0 PLAN REMAINS THE PROPERTY OF CAPE AND ISLANDS ENGINEERING,INC. J to10 g, pROpOSED y m o 18,X3fi v OL 11.0'VVALI- SWI3M i p � 12.0 PROPOSED 34.9' POOL EQUIPMENT REVISION DATE DESCRIPTION BY APPIR ° OWNER OF RECORD: LINDA A.WARREN,TRUSTEE HI-ON-A-HILL REALTY TRUST TWO 43 HI-ONA HILL ROAD CENTERVILLE,MA.02632 APPLICANT PROPOSED LINDA A. WARREN,TRUSTEE ,��-----'°` w BACKWASH PIT HI-ON-A-HILL REALTY TRUST TWO p w DRYWELL 43 HI-ONA HILL ROAD LEGEND ip C CENTERVILLE,MA.02632 0CB ------- CONCRETEBOUND Z PROJECT: ■SB ----- STONE BOUND W ORC ---- ROD CAP LOT 1 OIP ------- IRON PIPE FOUND 55 HI-ONA HILL ROAD ----- HYDRANT 20,147 S.F. / IN ------ WATER SHUTOFF _ ® ------- CATCH BASIN SQUARE CENTERVILLE, MASSACHUSETTS CBDH rQ� ------- UTILITY POLE FND Q-- ------- GUY POLE 1- ------- GUY WIRE SHEET N0.:10F1 DATES/15/18 -- - -- LIGHT POLE ` 3g a- ------- SIGN A3Q'('"� DWG FILE:HI ONAHILL 55 SCALE:AS NOTED ------- CONIFEROUS TREE N'IQ � APPROVED BY: MC CHECKED BY:MC DRAWN BY:JB Q ------'- DECIDUOUS TREE i PARCEL93 PREPAREDBY: --- TREE STUMP E� ------ SHRUB ROD 8 CAP FND w ------- SHRUB CONIFEROUS SHRUB CAPE & ISLANDS ENGINEERING CIVIL ENGINEERING-LAND SURVEYING-ENVIRONMENTAL PERMITTING TREE LINE n�j INCORPORATED OHW OVERHEAD WIRES 1� SUMMERFIELD PARK (508)477-7272 STONE WALL a� 800 FALMOUTH ROAD,SUITE 301C www.CapeEng.com -p----p---p-- POST&RAIL FENCE ( MASHPEE,MA 02649 email:infoQCapeENG.com ^ -^ STOCKADE FENCE 20 50 100 DRAWING TrME: x x x PICKET ROW 0 ` xx xx CHAINLINK FENCE _ � / PROPOSED POOL ------- AREA OF STRUCTURE INCLUDED IN SCALE. 1 — 20 v `�,h/° EXISTING LOT COVERAGE ASSESSORS INFORMATION: MAP 207BLOCK 092ILOT 001 NOTE: w _ SEWAGE SYSTEM PROFILE 8c DETAILS GENERAL NOTES 1. RISERS AND COWERS TO SCHEDULE OF ELEVATIONS FINISH GRADE k NOT TO SCALE it 2. H-20 SEPTIC TANK, H-10 D-BOX, H-10 GALLEYS AND 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO MASS f ter'` �f%J SCHEDULE 40 PVC PIPE THROUGHOUT ENVIRONMENTAL CODE (310 CMR 15.00,TITLE 5). AND THE LOCAL BOARD +b 1 103.0 OF HEALTH. FIRST FLOOR - "vti I - 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING q9, �` 2 TOP OF FOUNDATION = A TRENCH PERMIT FROM THE LOCAL MUNICIPALITY OBSERVATION PORT 2. THERE SHALL BE NO CHANGES MADE IN THIS PLAN WITHOUT THE 2 102.0 IN WHICH THE WORK IS BEING PERFORMED. S- MINIMUM WRITTEN PERMISSION OF THE ENGINEER AND LOCAL BOARD OF HEALTH. 3 PIPE INV. AT FOUNDATION = 4 INV. OF PIPE AT SEPTIC TANK INLET = 13 100.5 3. ALL ERRORS, OMISSIONS, AND CHANGE OF CONDITIONS AT THE SITE y • SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR 0 5 INV. OF PIPE AT SEPTIC TANK OUTLET = 6 INV. OF PIPE AT D-BOX INLET = 12 100.2 PERFORMING THE RELATED WORK. 14 101.0 4 97.87 �.? +. INV. OF PIPE AT D-BOX OUTLET = 11 100.5 4. THIS PLAN HAS BEEN PREPARED SPECIFICALLY AS A SEPTIC SYSTEM •'~*: '. x+'. " «" - 5 �97.62 DESIGN AND IS NOT TO BE USED TO ESTABLISH PROPERTY LINES OR $ "� 10 98.0 BUILDING SETBACKS. PROPERTY LINES AND BUILDING LOCATIONS ARE INV. OF PIPE AT START OF LEACHING' FIELD = MIN. BREAKOUT ONLY, P LINES NOT N NVERIFIED. NO �. -� ... _!-i GRAPHIC 0 Y ROPERTY L S 0 HAVING BEEN . !a � :: _.+i: I n . _I I_ill...1 _._u_. I ..}It_.,I! 11._( :J i �I.,. IL..IL_,,,.,! . _I ,._,I, { _.. n _n, 9 LEACHING FIELD � _,fr_!L_,I..I ,f._,. _.!_(� I -ul nl , ,-_! I BOTTOM OF LE CH i ( I, i, __l II_.i„ Ift - rt - �_ . . r. ,.l,. _C J. . ,. 1. ,. - f . , r ,_.,, ,.r._ , . � REPRESENTATION OR.CERTIFICATION AS TO THE ACCURACY OF THOSE II__I�..J ..:L,. I 11 l L i C ll 1 _ I.i,. bdu .i __ N TI I , I .._.,,_. _..: .L._ ... _.. _. __i_I I it i 1 wl (: I, ,:I IT I 1 II I(I II II Il _fi I 11 ! I i 1 I k I i SHOWN IS IMPLIED OR INTENDED..t.. ... .11 -:.I. ._. l !.l .-,. ..! 10 TOP OF STONE � I ! ,:.- _ � I_-:i Jtl :II_. .__.._ 1 I, I i i 9 1 1 l.� _ _ ... I- .._ 1.. ._1 -t ._ _ .. 1 1__ L .. 1. �l _ .J. .i_ _ _,: _ _ 5 OUTLET .. 71 ,. ,._ _ I_ _ .� .l ,__ __ :_. __ ,_.., ._.,,_7 _.,:I1.. - �" , _. I -,I -.:_ �. 1 ,, , I .. . BACK FILL WITH _ _.I_.{ _ _.I_ .._ I_„ I ,,.,.f�_-.. ..1 ... i .� ,..I L..I�I_ I i.(. I .I _it (It ,Ii . I I ,1 .,: I, ,I, I I .I i . III_lI, i i i:. �.. L.. I_ .711 :! lil.Ii.. I! ICI I,L_ - _ i _I __ _.IL_. .. . i .; i_,,i. I: f Ill_.Ii._LI I ..,f!. . I L I I J,..( II..I_ (. ._I { I. t.... „__II _If1 1 i__I Lf_, 11 , ._I 11 al-!i. .:. ,. I�_. _. .L. _. 0 BOX , _l. I_l. ..L�_L. I . . i,., .s I�_ t.., fi 11 FINISHED GRADE OVER LEACHING FACILITY ... I, _ !I L ,iJ . . � _ ...,I ff t .,�.. _ .__� _.. � .:� .- .,_ ,.-. _ .. ;� ., ... �.__�.:- CLEAN FILL I,�.;,f, ,l - 5. ALL DISTURBED AREAS ARE TO BE LOAMED SEEDED AND MAINTAINED TO ( _)!1 ilf..lr--,I Iil-,in,. .• �...,...: .,: v:��:_. �_ �_ =: MAX, (f , __ -. ,_ N• ll__I: IIL_,!, W SPEED.!1.._rl.__l0_..1 _. L_7(I 9 MIN. 36 L. ,!(,..�It-li:_�ft„ / :J. 1 _._ „ !, �,., PREVENT EROSION. '- -, _ ,. I.-.,) _ r _ -... ,. _,�__i_- .. _.. :__ ,_.., _ _ �. � .. _._,_. REVE 12 FINISHED GRADE OVER D-BOX - I,_l �11.. I, ,;li,_, l S-0.02 •.I I : r. ;, LEVELERS Lil(III'lll(l,, (?l j=;11 FILTER FABRIC i-1..1 L=46' t'i,i+u �,,1 I MIN. _!.I ::.:I t,(I 500 GALLON 911�`lil 1. ;,t-;.i I,�_;,... -► , i ql i{I .Li.l;, , , II.1 ,il.,, .: ... „,.,},(,-L�,._!i . MIN. .:LL:. 111.._ li , _ . ,L, ,t,.,.y ,..},:.,:; t ,, 13 FINISH GRADE OVER SEPTIC TANK = ut: I i. ur j+ S=0.01 L=1 I:-1,; ,a.-ls( lir_ - .;T:1i GALLEY +I ul, +(t;+' 6. FOR PROPER PERFORMANCE, SEPTIC TANK SHOULD BE INSPECTED AT LOCUS MAP NOT TO SCALE rlli { -{ s-0.o1 L-VARIES1(:1f�;_ a +If I! 3 98 79 17'I I a 3.0 O O 1! LEAST ONCE A YEAR AND WHEN THE TOTAL DEPTH OF SCUM AND SOLIDS 14 FINISH GRADE AT FOUNDATION = a u I I II}; , : ; r. ,. ® ® ,L ; �I_!: }II iIt 7 !,; o Ilj=1i' Ui.==I( III 11.:�!� II.�;-�i+�-�!1-- 'r_�� ,', m m EXCEEDS 1/3 THE LIQUID DEPTH OF THE TANK, THE TANK SHOULD BE = 11:_}ll il„ II,-i; I III 11 . e-1 1'f LlI; 71L,j,. ;;I]i Ilt.; ( f r l{r Trl ® ® ® ® ®® ( III:1_!, PUMPED. 15 TOP OF CELLAR FLOOR i J,i. !! u. r I,l ! , z!!-1: -}, u !f,; r �;;rx ; ® ® ® ® ®® 'tit11 ♦ , if 'iu i,! Il,,r;l! 1':,j 1!I;ilf 1e1 `II( . I. III d }I+',iI tll:,1�..1. ]L i'1 1,: C3 ® ® ®® _. i:f}r_' -P ,I:,:III !1 :1 . SCHD.-40 PVC TEES lr ,,, 111._li :1;1 ;11 I+{ -},i :91 II,,! T.L1!..:,1+ I, ll::1i1_: !I; ilil i ,lf:;; ?1',I '!1 (� qu I it , 1i 'fl.:'+- 7. THIS SYSTEM HAS BEEN DESIGNED FROM DATA REVIEWED AND f,t1, rl -;T ,-.::! -L.:II : L_ ('+') D.E.P. AND THE LOCAL BOARD OF HEALTH; jll 1{I .iil ;. _1 lI 1J; i 11..; ! :11: i' L_::!,;.111 IL::!, i +k !I :1+._I'I:.I.:,( -1T IIF ;;. GAS BAFFLE 71-!_ 6 97.44 7 97.27 �., J,, _ ,. I, t++ 1 "I`'" ''i II} irl! a AND CONFORMS WITH THE REQUIREMENTS OF TITLE 5 OF THE MASS. i+I� 5 OF NATURALLY OCCURRING h!!:� !' '+!, d' SANITARY CODE. NO GUARANTEE OF PERFORMANCE IS EXPRESSED OR 11 III Il ;':D L} �) IJ, LI ill a : l i i (1) * [l li,l':IJ1 II.cif, i;:(I All 11:;I'I [1t j! 8 97.17 1.: 1 Il I PERVIOUS MATERIAL I. ". IMPLIED. •. -4ii:a1 fl !ll;:f 1.i '=1 • _-(!i l T }1-i , (ff.,ll ii --!.. II_i, III III"111' 1(zll,: 15 TBDfl( IL:I! ,1 1!)` ! 11t I": ,.l ,11 IIF 11lc;11 (I fib Ilf ;rt + .: 8. TEST HOLE INFORMATION SHOWN HEREON IS LIMITED TO SOIL • .Ilf_L,j. I,I �I-1;..,. li,Jil, L)(=:. _Y, f lf,`:.i. 9 95.17 Ti,_�.+ Ili..:,,+f fl,l It U� I,L:II •I I!:I,_.,},_,i�;- ,;_.i;l !li :;;;;-.,; - 1500 GALLON SEPTIC TANK CONDITIONS FOUND AT THAT PARTICULAR TEST HOLE LOCATIONS AND IS {Il :t(u I , ,III" l; tli, 111 if1 I!(I H-20 PRODUCT - ACME "! I+� '.!, i14 II' NOT CONSIDERED AN IMPLIED OR EXPRESSED WARRANTY OF SOIL i! lF:iII 1+ lal,i�Irll Ill 1111,;Ili ,� �: PRECAST MODEL OR EQUAL ii > 111�a1 I I if11_Im!i USE (2) 500 GALLON CONDITIONS BEYOND LIMITS OF SUCH TEST HOLES. ;! ,; W- 11, GALLEYS WITH. IIJ'111: !(�,._I n 9. ALL ORGANIC AND UNSUITABLE MATERIAL MUST BE REMOVED FROM THE 36 STONE ALONG SIDES; AREA DIRECTLY UNDER AND 5 FEET BEYOND THE PROPOSED LEACHING 6 MIN. CRUSHED STONE BASE 60" BETWEEN; FACILITY. THIS AREA MUST BE BACK FILLED TO THE ELEVATIONS INDICATED 48 ENDS. ON THESE PLANS WITH SELECT ON-SITE OR IMPORTED SOIL MATERIAL, CONSISTING OF CLEAN GRANULAR SAND'OR OTHER GRANULAR MATERIAL, - TOTAL LENGTH = 30' FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES. TOTAL WIDTH = 11' MIXTURES AND LAYERS SHALL NOT BE USED. THE FILL MATERIAL SHALL CONFORM TO MA STATE HEALTH CODE TITLE 5 - 310 CMR SECTION 15.225(3) AND SHALL HAVE PERCOLATION RATE OF BETWEEN TWO AND FIVE MIN. PER INCH, BEFORE AND AFTER PLACEMENT. DESIGN DADA 10. ALL STONE MUST BE DOUBLE WASHED AND FREE FROM FINES AND LOT 1 ANY 1 . BUILDING TYPE: 3 BEDROOM DWELLING MATERIAL AFI ER THAN ANIC MATERIAL AN NUMBER 200ND MUST VSIEVE.S THAN 0.2 PERCENT SERVICED BY TOWN WATER 2. DESIGN FLOW: 110 GPD PER BEDROOM = 110 x 3 = 330 GPD 11. THE DESIGNER HAS NOT BEEN RETAINED BY THE CLIENT TO LV PARCEL 89 UP CONSTRUCT OR SUPERVISE THE CONSTRUCTION OF THE SYSTEM. THE 0 3. DESIGN PERCOLATION RATE: 5 min/inch (M SERVICED BY CONTRACTOR IS RESPONSIBLE FOR MAKING ARRANGEMENTS FOR INSPECTION N TOWN WATER BENCHMARK 4. GARBAGE DISPOSAL: NO OF INSTALLATION OF THE SYSTEM 'WITH THE LOCAL BOARD OF HEALTH. ch TOP OF BOUND 5. SEPTIC TANK DESIGN REQUIREMENT: 200% DESIGN FLOW 12. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND EL 100.64 Z oAD PROPOSED 330 X 2 = 660 GAL. (USE 1 ,500 GAL. MIN. PER TITLE 5) VERTICAL CONTROL OF ALL SYSTEM COMPONENTS. ` © WATER SERVICE a �'�1`" r\ CBDH ��` 6. TOTAL LEACH AREA REQUIRED: 13. TIGHT JOINT PIPING TO CONSIST OF POLYVINYL CHLORIDE (P.V.C.) J HI O r "r 5 rT, W�DE FND SCHEDULE 40, UNLESS OTHERWISE NOTED. ` � TITLE 5: 330 GPD / (0.74 GPD/SQ.FT.) = 446 SQ.FT. (CLASS I SOIL) IC r' 2 • 7 �9, �S 7. TOTAL AREA PROVIDED: 14. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER FOR / CONSTRUCTION INSPECTION AFTER EXCAVATION FOR THE LEACHING BED C PUB`" 10 pT0 U TP#4 5' REMOVE AND REPLACE Q TP#3B B AS REQUIRED (SEE NOTE #9) 11' X 30' LEACHING FIELD SEE DETAIL (PRIOR TO THE PLACEMENT OF STONE) AND ALSO AFTER PLACEMENT OF TO ( ) PIPE & STONE PRIOR TO BACKFILLING. TP#2 _ l - EFFECTIVE DEPTH = 2.0% LENGTH = 30% WIDTH = 11.0' CBDH o TF#1�\O? 15. DESIGN ENGINEER SHALL CERTIFY CONSTRUCTION OF SYSTEM AND _ FND ^ o -XO .^;r++ , ' SIDE WALL AREA = (2x30)(2) _ 120 SQ.FT. MATERIALS INSTALLED. THE CONTRACTOR SHALL PROVIDE A SIEVE ANALYSIS OF THE FILL MATERIAL REQUIRED, AN AS-BUILT PLAN SHALL BE SUBMITTED _ p� +� ± i `�+�o ' Q BOTTOM AREA = 1100 = 330 SQ.FT. TO THE LOCAL BOARD OF HEALTH UPON COMPLETION. BENCHMARRK� END WALL AREA = (2x11)(2) = 44 SQ.FT. TOP OF BOUND U /ria 16, NO RUBBER TIRE CONSTRUCTION MACHINERY SHALL DRIVE OVER THE EL = 100.44 RES +:• + + / TOTAL AREA PROVIDED = 120 + 330 + 44 494 SQ.FT. PROPOSED SEPTIC BED EXCAVATION DURING CONSTRUCTION. Cz s 21i6 494 SQ.FT. x 0.74 SQ.FT. GPD = 365 GPD O O - / 17. DIG-SAFE AND ALL OTHER NECESSARY AUTHORITIES SHALL BE NOTIFIED PROPOSED WATER SERVICE O U' TOTAL FLOW PROVIDED = 365 GPD' FOR THE PROPER LOCATION OF EXISTING UTILITIES PRIOR TO ANY 2�'4 Xs �� oo EXCAVATION. s;N NOTE: SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER. oQ LOW POINT � TO RETAIN STORM WA TER X , x �� SOIL EVALUATOR L O G ON-SI TE �" o PROPOSED GAR GE � t A SLAB ELEV- .Depth from Soil Soil Soil Soil Other • 1p1 25 Surface Hor. Texture Color Matt. Relative , (Inches) (USDA) (Munsel) Factors I OO 5 ° g 101.25 ELEVATION DEEP OBSERVATION HOLE 1 L. 100 UP EASEMENT FOR UTILITY POLES 2"-0" 0 ORGANICS ' AND LINES IS NON-PLOTABLE. 99.5 O"-6" Ap LOAMY SAND 1OYR 4/2 ��o 7" ' SEE DEED BOOK 3266 PAGE 290. 2= 6"-24" Bw LOAMY SAND 1OYR s s � g 10 0 / ` $$,2 24"-136" C MED SAND 2.5 Y 8/6 NO 5%-10% GRAVEL _ 9B' PARCEL 92 10•2' 10�� ~ _ DEEP OBSERVATION HOLE 2 L. 100 OSED �o PROP 2"-0" 0 ORGANICS SERVICED BY cA 0WELLI E'V#02.8 -- � O"-6" Ap LOAMY SAND 1 OYR 4/2 THIS PLAN MAY NOT BE ADDED TO, DELETED FROM, OR ALTERED IN ANY WAY BY ANYONE OTHER TOWN WATER O F FL.EL SLAS, 9 AN CAPE & ISLANDS ENGINEERING, INC. lu 6"-24" Bw LOAMY SAND 1OYR 6/6 �A-9 5 ROD/FND & CAP AL (RED) STAMP APPEARS ON THIS PLAN NO PERSON 00 98 EL. LAI 24"-136" C MED SAND 2.5 Y 8/6 NO 5�-10% GRAVEL NLESS AND UNTIL SUCH TIME AS AN ORIGIN / R PERSONS, MUNICIPAL OR PUBLIC OFFICIAL MAY RELY UPON THE INFORMATION CONTAINED N .� 26.8 HEREIN; AND THIS PLAN REMAINS THE PROPERTY OF CAPE AND ISLANDS ENGINEERING, INC. N CK 1 oPOSEp DE , ELEVATION DEEP OBSERVATION HOLE 3 L. 100 ,A.PR 2.5 96.8 „ „ EL.--10BELOW), X 2"-0" 0 ORGANICS , \ 96 / (PATIO p ATIO ,� O"-6" Ap LOAMY SAND 1OYR 4/2 _96- " " 1. 9/1/17 REVISED HOUSE, ADDED POOL & GARAGE JB MC .�.$•4 6 -24 Bw LOAMY SAND 10YR 6/6 ` J ` g .8�P ATIO F ,� „ _ REVISION DATE DESCRIPTION BY APPR l� TbP9� $$�Z 24 -136 C MED SAND 2.5 Y 8/6 NO 5%-1 % GAVEL TOP OF 93 0 WALL OWNER of RECORD. Wp,LL g5•o ` C PARCEL 158 DEEP OBSERVATION HOLE 4 L. 100 LINDA A. WARREN, TRUSTEE 10.2' I PROpOS D �` ~ SERVICED BY HI-ONA HILL REALTY TRUST TWO 9¢ TOWN WATER 2"-0" 0 ORGANICS 43 HI-ONA HILL ROAD ` 94 `\ 18'X36 \ OL � .,� � �.5 0"-6" Ap LOAMY SAND 10YR 4/2 CENTERVILLE, MA. 02632 OF S 8' DEEP\ - Q „ APPLICANT: 6 -24 Bw LOAMY SAND 10YR 6/6 W -Top oP94•o \ 35.5' $$.Z 24"-136" C MED SAND 2.5 Y 8/6 NO 57.-10% GRAVEL THOMAS DRISCOLL 9-2.9 PERCOLATION RATE _ <2 MIN./INCH CENTERVL E STREET A..Eo 632 _ ONE w DEPTH TO GROUNDWATER = NONE ENCOUNTERED PROJECT: 9 e " OBSERVATIONS BY: MATTHEW C. COSTA, R.S. SEWAGE DISPOSAL SYSTEM DESIGN 0 WITNESSED BY: DAVID W. STANTON R.S. 55 HI-ONA HILL ROAD � PROP --... � � f,�r�T7�3�,� C. LEGEND oN LpWN DATE TESTED: 7/8/15 PROPOSED C0:5t IN POOL EQUIPMENT Up s _ tb EXISTING PROPOSED DESCRIPTION Eps `` 52,z� 4 N O T E PLANT B 88 - s F w CENTERVILLE MASSACHUSETTS PROPOSED /-Le g 1. GROUND ELEVATIONS ARE BASED ON AN ON THE GROUND INSTRUMENT 50XcJ SPOTGRADES BACKWASH PIT �` �8� ` _ SHEET NO.: f of f DATE: 8124115 SURVEY AND AN ASSUMED DATUM. ® DRYWELL `"' ` " TEST PIT g2 2� 2. THIS LOT IS NOT IN A FLOOD HAZARD ZONE AS-SHOWN ON FIRM FLOOD We FILE. HI-ON HI 66 SCALE: AS NOTED APPROVED BY. MC CHECKED Y: WD DESIGN BY- NC PERCOLATION TEST \�,� / \'� ��. .� � INSURANCE RATE MAP N0. 25001 C0539J. - L 0 T �D� PREPARED BY. UTILITY POLE ti < 3. WATER SERVICE LINE SHALL BE LOCATED AND MARKED PRIOR TO ANY ' _ 20, 147 S.F. , EXCAVATING AND 10 MIN. SETBACK DISTANCE FROM SAID SERVICE TO THE CAPE & ISLANDS ENGINEERING y ;_ CIVIL ENGINEERING-LAND SURVEYING-ENVIRONMENTAL PERMITTING •� HYDRANT `� \ CBDH �� :J ,, SEPTIC SYSTEM SHALL BE MAINTAINED. / "ND l MCIDRPORATED . �� I t C' 1 SUMMERFIELD PARK LIGHT POST / / { ? I„� y <<,k 4. ALL WATER LINES SHALL BE SLEEVED WITHIN 4 PVC SCH 40 PIPE FOR 10, 800 FALMOUTH ROAD SUITE 301C S08.477.7272 PHONE InfoOCapeEng.com ON EACH SIDE OF SOIL ABSORPTION SYSTEM. MASHPEE,MA02649 508.477.9072 FAX www.CapeEng.com 11 CATCH BASIN / 1 , "E l i�S DRAWING TITLE: --- CONTOUR N�0'i� 0 20 50 100 t' ; � `r�S„a n4 5. THIS LOT IS NOT LOCATED WITHIN A WP OR GP DISTRICT OR A DEP PARCEL 93 "a DESIGNATED ZONE II. SITE AND SEPTIC DESIGN PLAN oHE OVERHEAD WIRES Roo & CAP SERVICED BY SCALE: 1 " = 20' 6. THIS LOT IS LOCATED WITHIN SALTWATER ESTUARIES PROTECTION DISTRICT. FND TOWN WATER ASSESSORS INFORMATION: MAP 207 LOCK 092 LOT 001