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HomeMy WebLinkAbout0061 PARKER ROAD - Health 61 Parker Road Osterville A= 117-136 I I . 1 TOWN OF BARNSTABLE LOCATION 4a/ Rkr&*1RCICLa SEWAGE# )�o 3 3 VILLAGE Dsfe-rui t I e= AS{S�ESSOR'S MAP&PARCEL /1 7 - /,3_ INSTALLER'S NAME&PHONE NO. SEPTIC.TANK CAPACITY qG I 7 LEACHING FACILITY: (type) � C 5 '�a( �- size) NO.OF BEDROOMS OWNER Ti„f�G y►� C UB )i,r e PERMIT DATE: ._ 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 facility) Feet FURNISHED BY I ,5 31 Fr-o n 3Y 5 FA 3 �5 31 �O Pc.r kt, No. C7qo/15 j Fee 150 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 0[ppl tation for 33ispo8AY �&pstrm ConstrUttion Permit Application for a Permit to Construct W Repair( ) Upgrade( ) Abandon( ) L?(!!o,!plete System ❑Individual Components Location Address or Lot No.(P 1 PfA1cc=4 Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 11-7 /.Vt 0447T A�0 i*rr-r4v Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size 5-7—sq.ft. Garbage Grinder(W)m 5� c Other Type of Building j)ov EZC-i4fj- No.of Persons Showers( Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided -3Y gpd Plan Date �)Wt/ Number of sheets ! Revision Date Title Size of Septic Tank 45?O Type of S.A.S. /� Iry fit/ oZ 5c 0 Description of Soil "i e, i - P=0c1�1 Nature of Repairs or Alterations(Answer when applicable) Date 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 Environmenta a and n7ple system in operation until a Certificate of Compliance has been issued by this Board of a t . J/ ned` Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. I 3 3 Date Issued p � No. ���../ ! ✓� � ,4�' �b •At�f"��� .. _ Fee, c,J�../ ' t / THE COMMONWEALTH OF MASSACHUSETTS Entered inrom�uter: _ PUBLIC HEALTH DIVISION T;OWN4pf BARNSTABLE, MASSACHUSETTS appligtion for Misposal-6pstem Construction permit Application-for a Permit to Construct Okr Repair( ) Upgrade( ) Abandon( ) L]<Ooomplete System ❑Individual Components e N.� Location Address or Lot No.�, / fl y tACaf--4 a D Owner's Name,Address,and Tel.No. A' ev Assessor's Map/ParcelgT�c ✓/G l r9 T /l/6 vu�,�`c c~ i2,r 5 (, c� 4 •¢yC Installer's Name,Address,and Tel.No. ` Designer's Name,Address;,and Tel.No. c�J�<4d r);I. S 737-,260 1 5,,*Y3 c.N ( t-0 tT Type of Building: 1 Dwelling No.of Bedrooms Lot Size Gf,E sq1 ft. <. Garbage Grinder ,,,,.F 7[.L}w L._ o.of Persons -- Showers(., ) Cafeteria Other Type of Building D ( ) r' Other Fixtures Design Flow(min.required) 3c gpd esign flow provided" gpd Plan. ,Date -lv9"N— 3 ,}Oi r Number of sheets Revision Dater- Title Size of Septic Tank /SGD Type oS.A.S. i ,K t� �,2rN�C/ o� 504f> - Description of:Soil N4E�7�vyt Te Fi-ic' e , A.n a 2 U rO A,a d Aol� 11 Nature of Repairs or Alterations(Answer when applicable) ° ! j Date 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 Environmenta e and not to pl e system in operation until a Certificate of Compliance has been issued by this Board of JA : / t ned✓ Dat b/ Application Approved by Date 11 1 # Application Disapproved by ' Date for the following reasons Permit No 3 3 ) Date Issued a p THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS �. (Certificate of Compliance �THIS IS TO CERTIFY„that the On-site Sewage Disposal system Constructed(V Repaired( . ) Upgraded( ) Abandoned( )by i S �- at l/ /,��,��/ ���"t.C►•�/G(.0 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No dated S Installer Designer #bedrooms �, Approved design flow �+ (� gpd The issuanc�of this permit shall of be construed is a guarantee that the system will ncti al design d. Date / 1 1 Inspector -----No.-------+�--------- -----�_ --------------_-------------------------------------- ----=--------------- --Fee ---- - THE COMMONWEALTH OF MASSACHUSETTS t` PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS misposal 6pstem Construction i3ermit Permission is hereby granted to Construct(Vol Repair( ) Upgrade( ) Abandon( ) System located ate / /�i4�ie�� �� I"jCi7E�ie wl 6; 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 omplete within three years of the date of this Cb Date ' 1 Approved Town of Barnstable pF'THE l l Regulatory Services Richard V. Scali, Interim Director 94, sb 9 Public Health Division 6. Thomas McKean, Director 200 Main Street,Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: Sewage Permit# ZOO;; - 33 1 Assessor's Map\Parcel �a 5 HEN DOYLE AND A55 'ATESt Designer: 42 CANTER 64NE nstaller: Address: EAST FALMOUTH.MA55ACHU5ETT5 02536Address: 5Jdsurvey0ao1.com On 2 - -zcf was issued a permit to install a (date) (installer) septic system at CP based on a design drawn by (address) -� .`�•� � s�r . dated - - i� �� g-&-cam (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 I\A pproval letter (if applicable) �< Sri 0 i IJ ® o F STEP HI c l �. - HEN R (Installer s Signature) 13%0,� E i{: �;f 1 w J i I �U u6 NQQYLE 3755 J � . � 4• J� � ��' �A 19Q� 9 Pv A es gner's Signature) (A 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. QASeptic\Designer Certification Form Rev 8-14-13.doc recei f { , 52 (o ff(v Town of Barnstable P Department of Regulatory Services Public Health Division - Hate 1 �A V 200 Main Street,Hy nois MA 02601 ' rED MIA'1 / t., Date Scheduled Tune Fee Pd. 106 Foil Suitability Assessment for Se g D*q . � w Performed By: tt'P11r��.1 Witnessed By: / LOCATION& GENERAL INFORMATION Location Address � 1 / Owner's Name (� Ci/i�✓��Lt2f` C Address Assessor's Map/Parcel: / r/ Engineer's Name va NEW CONSTRUCTION _' REPAIR Telephone# Land Use tc Slopes L Surface Stones �p Distances from: Open Water Body I SQ J ft possible Wet Area 1.5�0 ! ft `Drinking Water Well I SD l ft Drainage Way > SO ft Property Line > 1 O ` ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) .�fs'737—��7a tJ � w � . •�J 134E �' ���3 `-- A �.1 t < Parent material(geologic) Q�P Depth to Bedrock 510 f Depth to Oroundwater: Standing Water in Hole: &fA Weeping 11'om Plt Fnce /A Estimated Seasonal High Oroundwater > tZ DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: 1yy//a Depth Observed standing in abs.hole: In. Depth to soil mottles: In, Depth to weeping from side of obs.hole: in, Oroundwater Adjustment ft.. Index Well# Reading Date: Index Well level _ Adj.factor r Adj.Groundwater Level.— PERCOLATION TEST D0. 10 T n,e,.�- Observation Hole# —1— _ Time at 9" Depth of Perc 8 14 Time at 6" Start Pre-soak Time @ \I �,00 \\;o�� Time(9"-6" End Pre-soak t l 15 11�7i� 2--4 C•1&L/1 MnI-L Rate Min.fluch L-Z L Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Obser'dtion 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:\SEftlC\PFRCFORM.DOC � b US DEEP-OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Soil Color Soil ther Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. o'ISIS ten c Y % rave to t �4r1'CG �yf -*CV k+ DEEP OBSERVATION HOLE LOG Hole# � Depth from Soil Horizon Soil Texture Soil Color Soil Iher Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsistency.%Gravel) v — A. sL toytZ 3�Z Irlor 4ec ti-►tst.AlL 'B of DEEP OBSERVATION BOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.%Gravel) "—Co /`Slr IO�f 1L A ` Lc�st; 1�0 ��'� !sT rs►q i. o'A,7CcA'CVCY�G DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Slopes;Boulders. Consistency. cam.- 5� lt9 R `5 Z s Zi- AL ti Flood Insurance Rate Map: Above 500 year flood boundary No— Yes -Z Within 500 year boundary No Yes Within 100 year flood boundary No., _ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious inaterlal exist in all areas observed throughout the area proposed for the soil absorption system? — If not,what is the depth of naturally occurring pervious material? Certification I certify that on =t115"' —(date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and experience described in 10 CMR 15.017. Signature Date Q:1S.EMCVERCFORM.DOC J No. 1Av ZV1,1 012�q Fee S BOARD OF HEALTH TOWN OF BARNSTABLE 01pplicatiou _for Yell on5tructiou Permit Application is hereby made for a permit to Construct( Alter( ), or Repair( ) an individual well at: TckVtA e v t?.sA , Location-Address Assessors Map and Parcel Owner Address 61 staller-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well CV,V t �_ bl� Capacity in G po Purpose of Well l Kin Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well rotecti n Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Comp is as n issued by the Board of Health. Signed —~ 0�121 16 to Application Approved By y u y Date Application Disapproved for the following reasons: Date Permit No. VV /mot Issued Z L' Date -------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed W, Alter ( ), or Repaired( ) by A J t l —Q k i � —� Installer \ l at ice— y-�zy c-) V! l has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Pr9tection .Regulation as described in the application for Well Construction Permit No. -O-q Dated Y1 q Z THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector ell No. . V v &Tl' i✓2 "f Fee BOARD OF HEALTH TOWN OF BARNSTABLE - 2pprication or Vell Construction permit �5 Application is hereby made for a permit to Construct(1')�/Alter O Repair( � =or Re air an individual well at: cati on-Address k Assessors Map and Parcel t�Z Q ►, fly 1 C_O ` Owner Address All Ca.cLo- Installer -Driller Address Type of Building Dwelling Other-Type of Building rr )) No. of Persons Type of Well t V y r c�_� t "1 l� Capacity in Purpose of Well Y v'i c Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protectipn Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Comp iance°has been issued by the Board of Health. .� Signed- Date Application Approved By Dater Application Disapproved for the following reasons: r Date Permit No. ►r V Issued Date j r f —------- --------- ------o------------------dee_ -- »_— BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(�); Altered( ), or Repaired( by A r CCe42_e kx_(/ Installer at �� �v-l� P_� cSV'CVyr has been installed in accordance with the provisions of the Town of Barnstab'l,e � /Board of Health Private tWe 4 Protection Regulation as described in the application for Well Construction Permit No. YUvf ' }�iGr Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector BOARD OF HEALTH TOWN OF BARNSTABLE Vell Construction permit No. �1ti�1�L'� ' r Fee Permission is hereby granteld/to A I I Installer to Construct( Alter( ), or Repair( an individual well at: No. Po'V-U tc. Street !{, ' as shown on the application for a Well Construction Permit No. �� f Dated Date ! III/it Approved By ,. �i From: Tripp,Vanessa vanessa.tripp@town,barnstable.ma.us Subject: Plan ®ate: Apr 14, 2021 at 1:26:41 PM To: allcapewell@comcast.net Hi, Please see attached copy of plan for 61_Parker Road,Ost.6 Dana Court,in Cotuit,is not a valid address. Thanks, Vanessa Tripp Lead Permit Technician Town of Barnstable Health Division 200 Main Street Hyannis,MAL 02601 Phone:508-862-4644 The infotination contained in this electronic transmission("e-nail"),including any allaclnneiit(the"Information"),may be confidential or otherwise exempt front disclosure.It is for the adds( Information nay also be deliberative and pre-decisional in nature.As such,it is for internal use only.The hnfor ruation may not be disclosed without the prior written consent of the Dnector of notify the sender and delete it front your system.Please do not copy or forward it.Thank you for you cooperation. ,rep GRADE EL. 5EPTIC 5Y5TEM PROFILE VIEW N.T.5 rlw �',b'r I IIVI "1r r%`ryf' f 1 �Y=D LRAR EL. �� �° 6 t d1�6r,rt'lilalit?' g"i,,, r 1IM, 14 INV. Et. C arc'17,tY p[Y^:tas;5tp 5"Qf,-:.�3 1Mr,c e rect-r RISER � Ir at rl Y.'�fw°Ue'IU mt:m / 5-tr r dER:Gin:;=tlarJ L`_'R(Flinr:rJ RISER fn.,`JIN�G?nM Ll.53:0_ 1llnrrtt fl �ruuttr'rru!rtrrr;rrurrir t fN4'ER'I El.. INVERT EL. 9.40' CAS 50.15 INYRT EL. !d n.C` 1ay.Et. •.:. _� r_�t___1, Liquid Level 41$" BAFFLE y�,„, INVERT EL. n->• 49.90' �l 54.t; -�t- -II 49.70' .x 2 r::'7 J iy o�xleLi+�'w.l os t: P 5T41ni T 01•P..'Jx 25 pt"DF JSft?UHAIAB 1.MNC, ,;Y%M CF CN DMA: ! I.uretx;_rev-eas'uv.s f!?.ir:ralc�L PROP05ED 1500 GALLON TANK ltlR t f3CURCOrhS 3 r!'. ;0=.330 GV I120.rLC4f 1,`,D NA CHa.M9:C I:�'J EFF.•DF.PTa1 ro°jCL`e'All.r 4: t a} 2.0= 1-1 5F �2.1 (iiT n;i�ci74 scT,,.�yl'1S F,ov,'tf!covluLu uC CAIM140E AI.Vt MFD np�cLOu'AL Izls srAu a �'N ral.clu:of scereu 1 ao n.c.atc 511E c u:•m A - ,ra,QLt � vav NtAp rp-`ITIr YItn111t":ti' IV tIi IP.vK Jt7Dt Q'1 +575 f�.� 4S33 uvr V 11 n.CLNIEPtINI 07 TM 5trC tA4KL0CA7%1,71rr.P,<1❑I N 111, +57.3 +53.6 f h nentaxn Navixis t l c 1 WZ11,1II rI1L L-LVALON-MALM UO LC55f AN LCP,MWC rnAv s• C f 7O nx itLym7 eavna t Q!�wit OU'Lr m +57 4 ; u 3o5A5 5!ALIASC niP I. IIICI V' HA5 S[0.roll FJ;I".. "<1 lI l.0 In v'FAOr C•I Alf.4[t, 'MIZ,13. y I •.f $� -• '-•i P,4-F_AP�n In t'A$DC""fC a4 OSnr rnMPAc1EJ MII7 Oil YAti(.1^. r'r 1 1+V>tTfn Q%L r14 r[G^I llnC D 1Q F Idt+s'1:5'Allll:rrN;p 13r�5'1=5'P. _ ; PC I-Im zo t0 rCC'r[NI 4Cillltts. ¢FIE IN Iox 71:S:PLIC[ANSHaLL::WE AN CrARur7,GOVLR Q`f "'V 1+1 It•N •:mj IM_ .�, f --iQ $7.4 2 1-t l fllN Lt L A ..G RIADILY KLMO A•'(C iPt-kV[ACL C V[ti J+ rtVE Ut G -'• �'., 1 28>> f f Or OI:.AD r MIUMAL k4P Sr'13f. .Gvin L1'r11IM ACC t`_S P.F,-. - +sa, 1.. Irk"MY QIlILrI ItG 71+Al1!It 10APPED Wi..l ACA$ 11t A I 01'L-IR 3U110 t[Y'I -CS 7YtC T.iOlt jll I }.11JIJtlEf 4l2 A"D TP,l1tQ l.FQE Ot Ait'::L. \ ` DnR. 1; +St.T � r"OrQ51 O�. 7.6'I` 1 5 nD,l,rn t rA nA5 e F a rav'c 111 C ax 11 er r Q I tm�v \ �\ M \ yr. 1C -SVQI fx plea ONZ°I SCII 11'UC`O 70 r>aL.Rr.ulnCM1ll PrN.CM-. w ~�`�. � ti �'�.,e. _ 25 12Y.1 Ir +. 3 �. \, \L`."...'^\\ e• F.".MI,"vA! 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UA 15 folk 5A Bw 1q 1O'P,;'y f3A 0: ICIS'K ': '.'.If IN 91 COW[ytlkl.HAVE A.1,194I1,.4UU SLDPF.Of 002 ff,eLr Focr. 3.FY S1'11.5F.�Tthler,b7*(,J4PIY5-Ifn -:,n4;LLILAVAt:0C1.?DILf: 47 :I.i41 47' U.491 - 4T Ifi r 5 i.rQwmvrrj:S. ?S' -Is-F_.:,9.0 .b'iPe+r.-CL.45"O 3.TTC t.YCAVATOV•COYIFV:fO%7,Mtn Ot'QDIVt0U,10 MIT TA,,Wnt :•Y,A`$UCIn-`,`�74 YOUPg RYE S'y;01;*�anY P:.OL/IP.F.DI•ISPCCI:iJ17 tAf0.TD t.1EJ."<O AAL "I+.L$r.•ID ^:;9AI:U I O,AL'CO`AP:JC155 51'd1t DE V AF3'IZ I.UCAC'C TRPt OF.. C C J:Ottl'AJWkf Y&KC.'"U LRM,TO_0C Aft TI'LI3 C--NC DLF.IED. %%Y 6'4 12.5Y 614 1 L MI"WAI[KSCN't UNt.(iCn1tU'A'+Pt!TI.Y ffE U` YMC 5C11C•COtdMKNT5 51ALL BE 111P.-I'D N P';1': 3U 2 E..4 I" I�, FI a r i ,36 1.5' IVJY RI-_dUUF Ci},ni?i�K41.Di Fr"Cu49pf Utl>IPIYJ2_ 1- �-'LO ALCC'a�. N7 CROJ7IU'A'ATIP.Fri NO GCEMJVD YJA':P, Ff[COaINOVFI'IC FC41'U?-1$OBStY.VCC N-t✓j'.(II.r(;Ik"KR,FrA1JYri O_VJCwtU FLiCO;MO°,(':lrJ'_:.1��IR.SC-'.'L4 vtGO: 1 ! i ! ► , i ► ► ! ► 1 15.32' ------------- ! ' N , N PARCEL 13G 1 ' — 13,457-t 5. , ! Still � 1 1 13.6' F�CISTING GARAGE DECK I o� N I Qj ► 23.7' :is;s. EXI5TING i w DWELLING ► o co 1 p iu PROPOSED 1 . ► m 3 5EA50N SUN PORCH I23.0' 'r LL1 , 113.00. ► l© l ► l �► ac) 15-- 3 ; �td , 1 ' ► E N In g_T < < < f W O� � 1 b� b 41 b. _�" 0 d u7b LU in " Q U a o N 771 IGT I� Z m v lL > ry w d ON _ IF W n 0 P ANDEREEN � N (s)Tw2as3 v (s)A 1 SUN ROOM LEILINb f1 - LATNEDRAL I 1 Q 11 t� I ry it m i ililll+l(IIII{Ili till - \\ / � 4 HIS 2° x D �J_ ANDERSEN - _- _-__-_- ____ \ 3 TW34a3 15'PANTRY m I GREAT ROOM LEILINb 4 I I MASTER I I BEDROOM a 10 a s Ilm j HERS 361 MASTER i q fl.IN6� BATH rwDERseN GEILMb I I,N m ANDERBEN KITCHEN I urNEDw1111 'I ;Ijl�lIill�lil!Tillfi ll��ilip lllil�lfl u J cALrENIL Drz lllTl100 (4) ua3 __ _- r �3 4 N LU O� m } In N GARAG 777 i . AranacsEN d i,-�-• � - �- `a la sa a-e� _� E �� �� � � Q Q ' _ STUDY ToY 4 PWDR FOYER \ ,� LEILINb 36 1 it _ ANDEFtEEN > rw3aalo 1 COVERED �_ d�srE- eEsw neovE--- --- .n W s° 'I PORCH� � o -- --- - � -_- {,II --- --- - -r ��� � O 0 yl PROJECT b 1514 DATE: 0-1/10/15 o- REVISED: r b o b o b o K '� First FIOOf PI7f1 i .. 14'-q A-3 b'-3 v3 4'-4 1n•• 4'-b• b. a'-e' N J ------------ N o+ ry N b.-1.. b•-0.. z W ry N i Q � � } J m di� w W ro N m � z w w z d) 3 IL � w Jlikl��fllf G{i 1 I•� �I1 li v + n 1 �1 if, I� I i t ,II I� {{11�I it it t •. Iv I IJI� i�Ilfl 'I r I i i �IIII 'i r � 1 ' I it , I I ({I�:I! d 1 f:� III It�'::I 41}f IjI,J�I lllf 11lI �I+e I �!,},�•I did IfIrtl rT BED ROOM -�f�a (�I,f IIII,I+I�Il ifllI —=— �� il a.r- FI I I ' !I It I1 II II{Iii l p�ATH :r —� — t I I j Ijl�t� qq 1 !JI[ 1`)) P ANDERSEN e #.' BED ROOM —— ANDexseN m �o �p Ln LU +IIi .I. I 1r1.. — rn1e31a Z LU Ui Itfr1 I..i l}�I 1 I II. I r ;! i -- -_--- - I LANDING 3� :-T W} a �+.GI { h l i 1 �'i y i IIIil — W Q l 1 ,1 r � II 11 -} IMOM _I�(1 � lii — m ry A1� , ' #1itrf �I I I I II it rla}1 l� � � - z 11 T4ti� }� I 1 I',.II!;� }�1 i I1 il•I f'f� 1 t{1ltl ill fl T ___.---T- ---.__ _._.—....�A .1i.. = � J ail � fr it i,< <� t, , ,; r ,y�l{{ I a} �I i +I ►+ �� _ i �I + I� i,= � > �I �� I �f lii�I �;� ��C� '1.J�r�Iili�J l`��I��' III , Ifl r,f,i�l'�jt f�� � � _`��I � { �� f t,�It I I'•)IJ,:,; � p i i� iJ 1 IJ UNFIN15HF-D ATTIC I , itl+1 4 — I PROJECT a 1514 it {{I I DATE: 0-1/10/15 IF(.Ilil I iI'I I� I .III, it IJ�{L�1 REVISED: Second Floor Plan r 4'-0" 15'-0" 5EGOND FLOOR PLAN SCALE:1/4"=1'-0" A— 4 , E O J N c N m O � - z � WLa N W En m J N f W Ld Z m =4 o r ------------------------r, W n O -__ ___ __ ___ - O . i eYra caKRErE�- tr . woe b 9 zoo mcocu`an - %' 0 _ ' r airs 1=ror`vrm i ----------------------------------------------- - G o -- o�+m - -- � 5 rse carte _ _________� �� � e16 �I r.r.su:.weNorem ------- ----' BASEMENT I I -FI i ) -------------- . Ln LU— N ___ -___ _ ___� ______ ____ _-_, Z _ _ _ .. • n b i m r__ 11 - WiL v � , tu I Q GARAGE IL W V FI z La � I I i t 1{nL/� �r L_ J _-_ _ __ ___ __-___J _ -_ o F o _I I ■. O L ____ ______ ___ _ __ ____ ______ _____ __r� x i PROJECT u 1514 DATE: 09/10/15 REVISED: -- --- - -- --- ---- "------------------------------------------------------J i • - - Foundation Plan d KEY o ; ❑ 4X4 WOOD P05T UP .. B 4X4 WOOD P05T ON. 0 4X4 WOOD P05T UP/DN. 17 4X6 WOOD POST UP 4X6 WOOD P05T DN. FOUNDATION PLAN ® 4X6 WOOD P05T UP/DN. SCALE: 1/4" 05T T5 4x4x.250 STEEL POST UP �— 1'-p" BST TS 4x4x.250 5TEEL POST DN. OST T5 4x4x.250 STEEL POST UP/DN. T5 4x4x.250 STEEL P05T UP W�2)3 4/CAPSULE ANCHORS TOP OF FOUNDATION EL. 54.0' FIN►SHED G 1 5EPTIC SYSTEM PROFILE VIEW N .T. 5.. BADE EL. 52.8± FINISHED GRADE EL. 52.9'± I sT I--- 12.83 � Er 6"/ ///// 6„ 6 " .. ... I/8"TO I/2"DOUBLE WASHED STONE @ 3"THICK OK GEOTEXTILE FABRIC 34 dQ e - �'•' 24n 48" 48' INV. EL i1-58" i 50.8 R is E R ONE RI5ER PER TRENCH �NS� I.P.WITH SCREW TYPE CAP TO WITHIN LOCUS 15 C9� 3"of FINI5H1tD GRADE(TWO PER TRENCH) PROPOSED LEACH TRENCH-END VIEW 51.C r RISER FINISHED GRADE EL. 53.0't NUMBER QF TRENCHES=ONE NUMBER OF PRECAST UNITS PER TRENCH =TWO Q 0 • l/ll/llll// lllllll //!!lull H/I/llill/lilll 6'I/l/!!!!l l 111I1i 11111111 W •s '' '" `• INSTALL TWO 500 GALLON PRECAST UNITS WITH FOUR FEET OF DOUBLE WASHED STONE p O EL. 50.0' AT SIDES AND AT EACH END INVERT EL. " 1Dn. G 15' NO BRK/OUT o00 000 _ INVERT EL. INV. EL. Via' a 47.17' 50.40 GAS 50.15 INVERT EL. INVERT EL Liquid Level 48" BAFFLE 49.90' 49.17 8" 3/4"- 1 1/2" 8" REMOVE ALL UNSUITABLE MATERIAL FIVE FEET � 49.70' DOUBLE WASHED STONE AROUND THE 5.A.S. DOWN TO THE C HORIZON '•` �tx:�r�Frr.� AND REPLACE WITH CLEAN COURSE SAND PER DISTRIBUTION BOX 25' 11R 310 CMR 15.Z55 -AS REQUIRED. r : PROPOSED CHAMBER TRENCH to A NUMBER OF TRENCHES = ONE LOCUS MAP SYSTEM DE51GN DATA: NUMBER OF PRECAST UN_ 5 PER TRENCH =TWO PROPOSED 1500 GALLON TANK THREE BEDROOMS = 3 x 110 GPD = 330 GPD REQ. FLOW USE ONE CHAMBER TRENCH, 1,2.83'W x 251 x 2' EFF.-DEPTH / BOTTOM OF TEST PIT EL. 41.5' PLAN LEGEND: ASSESSORS DATA: 51DE WALL: [25+25+ 1 2.53+ 1 2.531 x 2.0 = 151 5F 52.1 NO GROUND WATER OR REDOXAMORPHIC MAP 1 17 PARCEL 1 3G BOTTOM; 12.53 x 25 = 320 5F FEATURES ENCOUNTERED +52.1 EXIST. SPOT GRADE 471 x 0.74 = 345 GPD TOTAL DE51GN FLOW PROVIDED LOCUS ADDRESS: NO GARBAGE DISPOSAL ALLOWED z cP REPORTED CESSPOOL #G I PARKER ROAD HORIZONTAL _ � TO BE ABANDONED SEPTIC TANK NOTES: - SOILS h rn TEES SHALL B STRIP-OUT EXISTING HYDRANT REFERENCE DEED: 28404-287 E CONSTRUCTED OF SCHEDULE 40 PVC AND SHALL EXTEND A +525 -'"' LIMIT U MINIMUM OF Gil ABOVE THE FLOW LINE OF THE SEPTIC TANK AND B . E ON /53 +53.3 n, REFERENCE PLAN: 493-81 THE CENTERLINE OF THE SEPTIC TANK LOCATED DIRECTLY UNDER THE r1357 +53.6 � 501L TEST PIT CLEAN-OUT MANHOLE. 1 15.32' o REPORTED WATER LINE THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2" NOR MORE THAN 3" .. \N`'� ZONING DISTRICT: RC +52.4 t I 0 x 30 S.A.S. (TO BE DISCONTINUED) OVERLAY DISTRICTS: ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE. s r 1 = �� THE SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, a ;=�rn ° * •••• "� RESERVE AREA / REPORTED GAS LINE AP, KPOD MA ESTUARY STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH �`!•; PROPOSED . O RC BUILDING SETBACKS: G"OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND . 53 ; / (TO BE DISCONTINUED) TO PREVENT SETTLING. •: PAVED I `� ' RAZEDRIVE :' FRONT - 20' EXISTING -'� , •:;•••.;..•.:.•:. 5 .'�"f 24 THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 12", WITH TWO t t� EXISTING UTILITY POLE , :::: a•::: 83-- 51DE REAR- 10 20"MANHOLES HAVING READILY REMOVABLE IMPERMEABLE COVERSDWELLING OF DURABLE MATERIAL AND SHALL BE PROVIDED WITH ACCESS PORTS. �2.RAZE MAX. BUILDING HEIGHT - 30' OK 2-112 THE TANK OUTLET TEE SHALL BE EQUIPPED WITH A GAS BAFFLE. r w 'EXISTING CATCH BASIN EXISTING P S IE5, WHICHEVER 15 LESSER a I ! O OS ED O PRECAST DISTRIBUTION B BARN BOX NOTES. � �� � T �R THE DIST.BOX SHALL BE INSTALLED LEVEC AND TRUE TO GRADE ON A LEVEL, +51.1 '` PROPOSED 7, t CHAMBER �' © EXISTING TEL. MANHOLE STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH G OF CRUSHED STONEHAS BEEN PLACED TO ENSURE STABILITY AND 51 GARAGE �' J° TRENCH O' FEMA DATA: 1p' E TO PREVENT SETTLING. 25'x 1 2.83' + ,».PIN E WATER SE]-1) LOCUS DOES NOT FALL IN A SPECIAL MINIMUM WALL THICKNE55 = 21':. ,. = .�` F5 �C�sue, 41� j .. FLOOD HAZARD ZONE. 5t�GEI�P iL NKM MAP R MINIMUM INS IDE DIM. = 1 2" p Gam' PROPOSED GAS SERVICE 0 C 10=-� �' .-�'P MAP EF ECTI E DATE: JUULY I G0,52014 OUTLET INVERTS SHALL BE EQUAL TO EACH OTHER AND AT 2" MINIMUM BELOW INLET INVERT. , - ,��=• 12' 52.6 4 BM:TOP G50 LOCUS 15 IN WIND EXPOSURE ZONE "B" i QFL. 52.55 THE DI5TRIB1_)TION LINES FROM THE DISTRIBUTION BOX SHALL = PROPOSED I w 105E o O DATUM: ASSIGNED P o z I LOT COVERAGE: ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING THE 26 1 500 GALS ( DWELLING �/ _ _ _ ____ _ __--_ EXISTING COVER BY STRUCTURES = 14.3% DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION LINE ! �N ►i _--- - PAVEMENT '- EXISTING COVER BY PAVEMENT = 10% INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE. �� < U ;i `-_--- OF iL +50.6 � (' +52.7 U EDGE PROPOSED COVER BY STRUCTURES = 27.5% INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH CESSPOOL TO PROPOSED COVER BY PAVEMENT = 12.5% DURABLE AND NONDEFORMABLE MATERIAL PERMANENTLY BE ABANDONED FASTENED TO THE LINE OR RECON5TKUCTING THE LINES /i - ` 52.4 A 'G�T 23,, Q UNTIL ALL INVERTS ARE OF EQUAL ELEVATION. 5 U'v J .� � '- +50.4 +51.6 h 5ti 3 PAVE __ .- SITE AND SEPTIC PLAN BM: CB FND. -r ,I :`t ` Of EL. 50.OG �. r I +52.7, / ' - - - --- DATUM: ASSIGNED - s - MOVE PAVED DRIVE EDGE 4 n - PREPARED FOR I 52.6 ( / #G I PARKER ROAD GENERAL NOTES: \ sp _S�\ y_ �` � I O5TERVI LLE, MA55ACH U5ETT5 1. ALL THE WORKMANSHIP AND MATERIALS SHALL CONFORM TO DEP yt S2 �-L 0 20 40 TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS 9� +52.8 `,I Feet DATE: JANUARY 3, 2015 FOR THE SUBSURFACE DISPOSAL OF SEWAGE. \ +52.9 501 L DATA: P#14 J 53� +- SCALE: I" = 20' „ - , 2. ACCESS PORTS OVER TANK TEES SHALL BE ACCE551BLE WITHIN G" 4S7 t� oP SCALE: I 20 TEST DATE: 09-2G-14 OF FINISHED GRADE. 501L EVALUATOR: 5. DOYLE 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF APPROVED: 03-95 53.2 o SGOTT WITHSTANDING H-10 LOADING UNLESS OTHERWISE NOTED. WITNE55ED BY: DONNA MIORANDI A. PLAN REVISIONS: 1 g MCGANN w 4.THE EXCAVATOR/CONTRACTOR SHALL CALL"DIG SAFE'AND VERIFY THE LOCATION No.1224 TP I TP2 TP3 TP4 cn OF 51TE UTILITIES PRIOR TO ANY EXCAVATION, AND SHALL BE RESPONSIBLE FOR PERC RATE <2 MVI PERC RATE <2 M1/I PER( RATE <2 M/I PERC RATE <2 M/I cis ED S N�tQ ALL MATTERS RELATING TO ELECTRIC AND/OR GAS EASEMENTS. Oil EL. 53.0' 011 EL. 53.0' EL. 53.0' o„ EL. 53.0' 5. SEWER PIPES SHALL BE SCHEDULE 40 PVC. (4" D(A. UNLESS OTHERWISE NOTED) G A 5L I OYR 3/2 G A 5L I OYK 312 A 5L I OYR 3/2 G A 5L I OYR 3/2 G. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE _ .. MORTARED IN PLACE. Bw L5 I OYR 5/G Bw L5 I OYR 5/G ° ' Bw L5 I OYR 5/G Bw L5 I OYK 5/G 7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 ff. PER FOOT. o,**AAA4 47 EL. 49.I 47 EL. 49-I 47 EL. 49.I 47 EL. 49.I �► ���OF M 8. EXISTING SYSTEM COMPONENTS- IF ANY-SHALL BE ABANDONED PER .� `c T� )SS�� SEPTEMBER G, 2015 TITLE 5 REQUIREMENTS. 48 pert- �L. 49.0 qg pert- EL. 49.0 q��`P�C,`' RFo9cy 9.THE EXCAVATOR/CONTRACTOK SHALL BE RESPONSIBLE TO CONTACT DOYLE ♦ STEPHEN AND ASSOCIATES 24 HOURS PRIOR TO ANY REQUIRED INSPECTIONS. MED. TO MED. TO MED. TO MED. TO o J. C FINE SAND C FINE SAND . FINE SAND C FINE SAND qv DOYLE 5TEPHEN DOYLE AND A550CIATE5 10. ALL COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR p NO. 37559 42 CANTERBURY LANE COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. 2_5Y G14 2.5Y G/4 2.5Y G/4 2.5Y G/4 s � P 1 1. ANY WATER SERVICE LINE LOCATED WITHIN TEN FEET OF p®gpF�SS\O�F EAST FALMOUTi1, MA55ACHU5ETT5 0253G ► S!)I,Vw TELEPHONE: 508 540-2534 THE SEPTIC COMPONENTS SHALL BE SLEEVED IN PVC. 138" 1 EL_ 41.5' 138 EL. 41.5 138" EL. 41-5 138" EL. 41.5 5JD5URVEY@AOL.COM 12. ANY AT-GRADE COVERS SHALL BE SECURED TO UNAUTHORIZED ACCESS. NO GROUND WATER OR NO GROUND WATER OR NO GROUND WATER OR NO GROUND WATER OR 08" REDOXIMORPHIC FEATURES OBSERVED KEDOXIMORPHIC`FEATURES OBSERVED REDOXIMORPHIC FEATUR.E5 OBSERVED REDOXIMORPHIC FEATURES OBSERVED