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HomeMy WebLinkAbout0709 MAIN STREET (COTUIT) - Health (2) 719 MAIN ST Cotuit A = 036 - 009 f TOWN OF RARNSTART,F. LOCATION ZG9 A-1 to SEWAGE# _�pl VILLAGE ASSESSOR'S MAP&PARCEL 0,36 nCQi INSTALLER'S NAME&PHONE NO. G>l- �'--7 Z f-el-341`1 SEPTIC TANK CAPACITY ( d0 LEACHING FACILITY:(type) (size) NO.OF BEDROOMS OWNER - s L i r. PERMIT DATE: `1- ` COMPLIANCE DATE: 1 1 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility `� •S� Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) 4LL---Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) to #A Feet FURNISHED BY 1 a .g _ y Y No., -� Fee computer: THE COMMONWEALTH OF IIAASSACHUSETTS Entered in com p Yes PUBLIC HEALTH DIVISION - TOWN ' BARNSTABLE, MASSACHUSETTS ZippYi>catiou for Disposal e6pst>em Construrtiou Permit Application for a Permit to Construct(-T' Repair( ) Up*ade(.!Abandon( ) 'Complete System ❑Individual Components Location Address or Lot No. 'I/1 04m Ownig's Name,Address,and Tel.No. Assessor's Map/Parcel uy oQ� Installer's Name,Address, d Tel.No. Designer's Name,Address,and Tel.No. C� 16 So11►vw� fea�S� n��s Type of Building: Dwelling No.of Bedrooms Lot Size 3 U 4'�`j sq.ft. Garbage Grinder(Afa) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) j�)O gpd Design flow provided '3 3 gpd Plan Date ►� u. _ t3i 7_.Q t� Number of sheets Revision Date Title 3i 21,-^ Tcdet>sk Size of Septic Tank 1S(Z 6 rSt, Type of S.A.S. `Z-50t (pA;. (he 0&c s i e\ Description of Soil, 7 G 4 0-1?—" 4 UN0, LOAN A mmb It-36 13 i.kvrk LI*Tt7 Sfuo l fly C1� Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and ma' ce of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environm Code d not to place the system in operation until a Certificate of Compliance has been issued by this B ealt . ^ Si ed Date j 1 Application Approved by Date Application Disapproved by Date for the following reasons Permit No. — Date Issued _ -- Z-------- - --- -� ---� _=- -- - - -- -o- r.......-*.->k.�'��4`+'7:u.�.fdp�.� :�'ti«.`e.Aj4r�...y�..�wr�.�, �„�`�S,rS•j�"�,r; ^'^•C".r4—:�y..r .. . ..--s4;f�.�-�, .d�, s _"'y"i."",'�r+,,'-.'�::.Y.'�'•�'!s•��r"""^T"'.... ..--1 .. i'. f4 r No. Fee ao.00 THE COMMONWEALTH OF_MASSACHUSETTS Entered in computer: / PUBLIC HEALTH DIVISION - TON F�BARNSTABLE, MASSACHUSETTS Yes W Rpplitatlon for bisposat�6pBtem Construction j3Prmit Application for a.Permit to Construct(�'' Repair( ) Upgrade( Abandon( ) PC-omplete System ❑Individual Components Location Address or Lot No. 7/q 4 in�s1, F, Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 036—6N j-M Installer's Name,Address,and Tel.No. = Designer's Name,Address,and Tel.No. Type of Building: 4 Dweelll`ing No.of Bedrooms � Lot Size 3 Q) ��jl+ sq.ft. Garbage Grinder(tip) Other�, Type of Building.•... No.of Persons Showers( ) Cafeteria( ) Other Fixtures ~ Design Flow(min.required) 53 O gpd Design flow provided 331 gpd Plan Date�w 3 U.,Z0k$ Number of sheets Revision Date Title 51 �� �rTrX� 'S m�?r•aJt..n ae\\S Size of Septic Tank 15CZ (��(_. Type of S.A.S. Z-50o Description of Soil1?t 191.2_G fi 0-IZ" A Ltr x _ L.UtA AN 50,mlb 11`1 ,Z 11 Nature of Repairs or Alterations(Answer when applicable) r' ,Date last inspected:. Agreement: ` t 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 a d not to place the system,in operation until a Certificate of Compliance has been issued by thisBoard-o ealth! j , 1 , Signed /'v Date 3, �._. Application Approved by - - Date Application Disapproved byF Date for the following reasons s, Permit No. 'Date Issued j 2Z THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate'of;,compliance THIS IS TO CERTIFY,tth�hajjt the fOn-site Sewage Disposal system Constructed(} Repaired( ) Upgraded.(—) d Abandoned( )by 8-fL7f(d L�(.e at ► � A, has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.00/R«zaX? fated IT Installer 86d& T-)C Designer,5JJ_r c.��r, lc.r �7010J'tt ^Mr #bedrooms 3 _ Approved design flow J d gP The issuance of this,permit shall not be construed as a guarantee that the system will "on%d ies gned. Date + M 1`i Inspector >---------- - _- --- ----•-- --- ------ --- ------------------- No. I)PI Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS ZispoSal bpstem Construction permit � Permission is hereby granted to Construct �(c,.�--i Re air( ) 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 compl-ted within three years of the date of this permit. Date 1 15/ i ''r' Approved b. �"' %Mk-19-2019 03:30 From: To:15087906304 Paee:1/1 Town of Barnstable Inspectional Services 1 b Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 50&962.4644 Fax: 50&7W6304 Installer&Designer Certification Form Date: I Sewage Permit#! I 'Zl iA Assessor's MaplParcela 1. —ZIAI — 04A Designer: ullld n I I '' d*taller: Address: �� 'K' � Address: .Y51 Ir As). pn 5 I o sr was issued a permit to install a ( to (installer) septic system at 1 ,►n �f I based on a design drawn by (a ) ' r(MAM dated esigner) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that�ifie 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-te rms of the RA ap letters(if applicable) ; JOHN C (Installer's S, ture) No C', (Designer's Signature) Affix Designer's Stamp Here) PLEASE RETURN TO BARN ABLE PUBLIC HEALTH A VISIO CERTIFI TE OF CLO PLIANC>E WILL NOT BE SUED UW14.HUTJ1 THIS FORM AIIJIA AS- BUILT ARD ARE RECEIVED Y THE BARNSTABILE PUB IC HEALTH DIVISION. THANK YOU. %Vad%deplS FAI.7MEWER coseecNUM0DaJpu Ccrdfi=lw Fain Rm W-13.DOC 01'101wn of Barnstable r# ViE IrFpartment ofRegulatory Services hiblic llealth.Division : Date i63i~ ya� 200 Main Street,Hyannis MA 02601, Date Scheduled I :. ., FF .,: ':Tirne. �• _ Fee Pd. ��d 0 b Sa►tl I tabiliol Assessment for Sew g pos Performed By: 614, t'lei e , . 1 L y CATIOiN&GENERAL IlVORMATION Location Address Owner.'s Name . ��►�T�'��" S m. .. l.q. I'1'1 °n ��rr=Pl- I to D 5frep. Address 13CrSfDit r»; (s,1'1a']:. 1 k. X Assessor's Map/Parcel. (j I G G Engineer s Name �•fi/`i(�q�/j �niheel',n a NEW 4.1 CONSTRUCTION I REPAIR ' Telephone# ;,`.,3"d�'--;. Land Uses Surface Stones Distances from: Open Water 11 y• G 1t', Possi�le Wet•Area f ft :Drinking Water Well Dtathage Wny ft Property Une ft Other ft SITCHc(Street name,diensions of lot ex4ct locauohs of test holes&perc tests,locate wetlands;n proximity to holes) ,,r 4 e3 03Eippg001 I c r�► � De th to 0eclrocit____ Parent.matedat(geologic) P,. �-^-----w--� Depth to Groundwater Standin��Veter in Hole Weeping from 1'It Paoe t 77 , II I Estimated Seasonal High:( rou ter i ,�I�_ DETEIZ1VIIi1ATION (TOR SEASONAL RIGAWATEIRTABLE Method Used Depth Observed standti m obs.hole _ _ in Depth tq 5g11 mgttley la. Depth to weepi of obs hole in, Groundwdter AdJuettnent fit. Index Well#f ReadmgibRte. - index Wetl levoir.�,,e,.... .Ad,� fhotor.,, _: AdJ ..,e praundwater level kERCOLATIONTEST' Date Observation Hole# - aa ii -1�Z Depth of Pere [��. Q Tltne at 6 Start Pre-soak Time @ f .GG: itna(9"•6") _.._ :,._ . End Pre-soak Rate.Min.11nch , Site Suitability Assessment: Site Passel Site Failed: Additional TesBng Needed(Y/LV) -AL Originate'Public Health Division Observation Hole Data To Be Completed on Back-- ---- . ***If percolation testis to,be conthucted within 100' of wetland,you must first notify the. Barnstable Conservation.Division.at least one(1)week prior to beginning. Q:\SBPTICIPERCFORM.DOC DEEP OBSERVATION MOLE LOG.: Hole# / Depth from.. Sol Horizon Sol Texture. Sdil Color ' Soil Other Surface(in.) (USDA) (Munsell} Mottling {Structure,Stones;Boulders. G oiisistency 96 Oraveil aA .�I. DEEP O 3EEVtt�i"I'I(1N MOLE EOG Hole# :'2 Depth from ' Soil Hon n Soil Texture :Soil Color Other Surface(in) . (USDA) (Munsell) Mottling ' (Structure,Stones,Boulders onsis[en '�% a• DEEP b , ERVA jl'IbI4 HOLE LOG Hole# Depth from : !Soil Horizo}.' Son,T'�'exture Soil Color Soil Other Surface(m.). i (11t)A) {Muoselq Mottling. (Structure,Stones,Boulders :. ,C ito e BT 5 � DEEP O ERVA CION':1 ?U LOG Hole# Depth.from So�lHanio ' Soil,.exture Soil Color Sall Other: Surface{in:) I (USDA) (Munsell). Mottling (Structure,Stones;Boulders y I_ o' ten .'.! r 3� SAO T. j. i i ; r 9 Flood Insurance MIN NT q. Above S00 yeariloo� undt}ry No Yes t Within 500 year hounda No T Yes : it in 100 year flood toundary De Ali of aturall Ocieil<i�l�n 'Pervio�Materte_1 Does at least four feeCof>St rally occut ding pervious iimaterial,exist to all areas nbservsd throughout the area proposed for the soll>� orption sylttem7 de th o t.T 11 occilrnng.pervious matcrialfi, ^. If not,what is the Y P,;: t. Certii"ication I certify.that on �� I (date) [har a passed the soil evaluatorexaminahon..approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required traitor experhse.and cxpt hence described in: 10 CMR 15.017. I .�a,.13 Date J•- e Signatur • . • b-I QA8 EPTIC\PBRCFORM.DOC L 1, t H 1 O ,µ o 54'_0" ZW o p u 23 S m l Lw¢ o E i l x S1F77 b b U 17,O' 6 29'_O�' m S��REILLING O in a — v 3'-9" 12'-S I/2" I Q 3 3� 1 -}--� - - 4J `. ie• �m rerrae. zr e• i`. i oexe a x ———————————————————— O Gi 7'-d 11 COVERED PATIO FIAT CEILING — PATIO © LIVING DINING G � VAULTED CEILING 0 F FIAT ------------------------------------ 3'-9 1/2" cnunlreR O.H. u r ' " WINDOW&EXTERIOR DOOR SCHEDULE 3 --- LINE O CEILING KEY ROUGH OPENING W x H ITEM# STYLE MATERIAL OO r , O2'5 3/4"x 4'-9 314" 2957 PELLA MOLINE VI DOUBLE-HUNG WINDOW WHITE ALUMINUM CLAD © 2'-5 3/4"x 4'-5 3/4" 2953 PELLA MOLINE L1 DOUBLE-HUNG WINDOW WHITE ALUMINUM CLAD N 20-0" to u O KITCHEN toi -I W - © 2'-5 3/4"x 3'-11 3/4" 2947 PELLA MOLINE VI DOUBLE-HUNG WINDOW WHITE ALUMINUM CLAD b - w O1'-113/4"x5'-113/4" 2371 PELLA MOLINE 4 LIGHT CASEMENT WINDOW WH ITE ALUMINUM CLAD O _ O NOOK I'-6 4'-3" O - _ S2 6 O1'-113/4"x2'-113/4• 2335 PELLA MOLINE 4 LIGHT CASEMENT WINDOW WHITE ALUMINUMCLAD • REIM ® ® O 2'5314"x2'-53/4" 2929 PELLA MOLINE 4 LIGHT CASEMENT WINDOW WHITE ALUMINUM CLAD SCREENED IN PORCH 3 8I/2" a © 11'$1/8"%B'-10" 14182 PELLA ARCHITECT SLIDING PATIO DOOR WHITE ALUMINUM CLAD 8'-I I I/2' 3'-9 I/2° - --- - 5'-6' OVER WOOD OErK O _I B�M �'FLAT CEILING n , O 6'-0"x 6'-10" 7262 PELLA ARCHITECT SLIDING PATIO DOOR WHITE ALUMINUM CLAD 3 z - OI 2'$3/4"x6'-10" 3082 PELLA ARCHITECT HINGED PATIO DOOR V " J WHITE ALUMINUM CLAD - 2 _ ,J 3'-2 3/8"x 6'-11"+(2)14"SL 3'0'x 68'•(2)SL 4 LIGHT FRONT DOOR W/14'SIDE LIGHTS PANTRY � N m • - KO 4'-2 3/8"x 6'-11' 4'0'x 6'8" DOUBLE DOOR '^ U) O NOTE:ALL MOLINE DH WINDOWS TO HAVE GRILLES-BETWEEN-THE-GLASS&SIMULATED DIVIDED LIGHT MUNTIN PATTERN Z4x2qu_vk_ 'K a,_� MASTER BEDROOM _ BENCH H;IK5 o,H LF " zoo CusroM scNEtNS DLlvrEtN - - A =r.Gab tounur sPnceD . AUG. =rnTSCA_1EDN 1. tTqm t 0 - 13-I d 3'4° 2'-I° 3'-6' 4'- vlr I d-2' N INTERIOR DOOR/WINDOW SCHEDULE ` KEY ROUGH OPENING W x H SIZE STYLE MATERIAL Off' DN _ J O32"x 83" 2'$"x 6'-8" RIGHT HAND SWING DOOR-4 PANEL SOLID CORE MASONITE N O FOYER 2'3' I I 0 p b 4 w (� 32"x83• 2'$"x6'-8" LEFT HAND SWING DOOR-4 PANEL SOLID CORE MASONITE O 8 �. •, Z Q = O38-x 83" T-0'x 61 DOUBLE DOOR-2 PANEL SOLID CORE MASONITE O 0 V N BATH .' O 50"%83' 4'-0"%B'-B" DOUBLE DOOR-0 PANEL SOLID CORE MASONITE I O J I ) W Z O61 1/4"x 84 1/4" 2'-6"x6'-8" POCKET DOOR-6PANEL SOLID CORE MASONITE O v 0 Izw ---- PORCH t q W g I _ WALK IN CLOSET I�� O oeEN TO nern t OVER WOOD DECK _ F - Iz LAV. - H O crx 3s•sna "n t j - = 2 O 9'-8 I/2° 5'-7° m� in uP I5 Rs E Q LJL F �--- F ---� G � � H n U_ P.T.Gas POST ~ ' 3'-0• 9'_5. 8'-p. 3._0" 4'_p" C—D IN 1a 1TIQM G 3T-O" DATE: 07/10/2018 SCALE: ASNOTED proposed FIRST FLOOR PLAN DRAWING#" 1/4"=1'-0" LIVING AREA ...... 1696 S.F. A2 - 7 r - 4 } \ i 91-10' 4'-4' 9'-1 O' t o it O O I 0 I F 4.-6. I 1 2,-7. I I --� o I n T I I I m I ro m 2'_9" o j I --- i 8'-O' 1 5" O I - I N W O I O I L O DAIT IN5 w I I I o_ ----- ----� m L I I z r d m p D 6'-O 6'-1 /2° 1. 15'-101/2' I I Z vn•w snoweN Q I O o _ Ih o f w BUILT INs 1 O03 i Q m o > I D O 4' 1l.11- r I 0 - N O N _ I I x I a F Co°vAN'P'N f a 0 ti I I -- --3° N ao ao 3-IC' 2'2, 2 2" _ � a'-o• 1 s I � I I I ' I 1--------- ! I P I I I I - \ \ >o 0 \ I I I I 0 I I ----- --- ------ --- II--- ------------- N O)N A o n PROJECT: REVISIONS: T m (508)428-4219 W C) m n SMITH RESIDENCE FAX(508)428-4295 u o719 MAIN STREET,COTUIT,MA m ~_ - o TITLE: ARCHITEOCTAUURSION AI ENTERPRISES. ELEVATIONS P.O.BOX 2056,COTUIT,MA 02635 i 53-C,1/2" - 24'-0" 10'-0" 19'-G I/2 - G'-5 1/2"- ' - — — — — — — — — — — — — - I I I • I ' N I .• I t I I T ----------- WAIF OFPAilO ABOVE ------ 9 112•ALJ-20 Q 16.O.C. _ B 1/2'ALJ-20 @ 16'O.C. I x I - 4'-5' - I I N I •` I I � ' I — — I ' I 12'-3• I i 64, I c I 1�5 N Z __ ?a J(z-_)13r4(-•2x)O°e-1�vt3rz 1-4—IL•'LxVII9 l 1T-2baI' �ngLVII o•L�NAII I 3 1 mNm --M -. —II d a N•6Z 6'-6. msmroo0n S'-9N•" ,• .I IIIIII N�a Z Z 010 (3)13/4x /2GRTm '91 'LVL I LL1J o (2)1 WI- 91rzL� 4"x91/2"LVLv a?,I 91 0 21'-G 1/2'12'-0' I I ' ; 20-0' , RN oil 9'-6 I/2' I P.T.(3)2x10 P.T.(3)Zx10 /'\ P.T.2L2x10 -- / \ - I w -- L NIT OF DECK ABOVE I / �!' ~• ---------------- N I I 2 8'-3 I/4' 8'-3 I/4' o I L — —— — — — — — — — - N=�� Tag w yx 20-11 0 I I N n°�'.. o zrnR p _ oi' I T. 22.5< 5'3" gam R Aim I I "- w1�� a ugo T f 'At`32xfo \ P.T.(312x10/ LIMIT OF PATIO ABOVE I ..•--- - ' so> � $ s t� --- \ T 1\ T------------ — — —— —— m'p o�2 5 6 3 9- 1 2 0' _ A o:- zn mN - IO-O' ono m. boo Rod > D .D PROJECT: REVISIONS: 'y 1 m SMITH RESIDENCE c506)426-4219 FAX(506)428-4295 D Q ZIP o 719 MAIN STREET,COTUIT,MA �..� 1 0 Z a TITLE: ARCHITECTURALo SIO ENTERPRISES,IO TIONS FOUNDATION PLAN OFAI P.O.BOX 2056,COTUIT,MA 02635 PERC TEST: 14,266 //".�� PERFORMED BY:CHARLES ROWLAND,Err-SULLIVAN ENGINEERING SOIL EVALUATOR NO.13586 LEGEND ASSESSORS ■SSESSORS REF. • y WITNESSED BY:DONNA MUORANDI,R.S.-TOWN OF BARNSTABLE Map 036, Parcel 009001 JANUARY 7,2014 rr , SITE PASSED W Uderground Water Line NOT WITNESSED O Rebar Cedar Tree TEST HOLE- 1 EL.49.8' TEST HOLE-2 EL.49.8 TEST HOLE-3 EL.5oo TEST HOLE 4 EL.so.0' TEST HOLE-5 .46.0' TP-1 & a ALAYFdt.iOYR3ll. b.;::; _:: -:: _..... LA lsYR 3/1. .. ;0. t.. .. :.,....; A LASER iOYR 3lJ ' _._..... ____.... _ _ ....A�3,''f?'�c.t..'t'R3ft . _.. A ..' ,. Ax,A'Y3�Xtt.'stlt�f ;.. Test Pit . _......._.... Y>_E�.:L.LIAAYWELR4IH,IYBYRRO3W./8N -;;: .-:;.: YBE.LLLAOYWEIRSHIOBYRRG>5w/sN - _ _...... _.. _._.. _... . ❑ FLOOD ZONE DARBCRA7Fh4HBR0N VHRYDARKi$AYISHBROWN YERYDARKtiAY$ $RUWN_i fl: ..... LOAMS CB�DHSAN 49.2 � 92 6 45488 A8.6 .... ... 5LOAM .SAND__ . .iCMSANt Zone CTree_ :. Deciduous YELLOWEH WN :; :- iAWN Utility Pole Panel 250001 001 8 D •,,k; s�..,��t:.•., a , >n<.30":- 47.3 30 C LAYER IOYR 7/3 C LAYER 10YR 7/3 C LAYER IOYR 78 C LAYER IOYR 7/3 C LAYER IOYR 7/3 OH W- Overhead Wires (rev. July 2, 19 92) VERY PALE BROWN VERY PALE BROWN VERY PALE BROWN VERY PALE BROWN VERY PALE BROWN - - 25- - Elevation Contour , �� I MEDIUM SAND 132" MEDIUM SAND 41.3 MEDIUM SAND 132" MEDIUM SAND 39.0 132" M.SAND,SOME GRAVEL 30.40" 35.0 Coniferous Tree ; ' s" 30" 47.3 N0 GROUNDWATER ENCOUNTERED- 32" 47.3 NO GROUNDWATER ENCOUNTERED E Underground Utilities 25 GALLONS IN<15 MIN. 25 GALLONS IN<15 MIN. t OVERLAY DISTRICT. 132" PERC RATE<2 MINIIN TAR=0:74 38.8 132" PERC RATE<2 MIN/IN TAR=0.74 39.0 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED WP - Wellhead Protection District State Zone LOT I'AICULATIONS: Estuarine Overlay . ,fl k COAl Lot Area = 30,434 SF x V ; Lot Coverage Allowed = 6,086 SF N Lot Coverage Proposed = 2,695 SF N/F ;.. Jackson Family Trust orb LocatLon Map Floor Area Allowed =�, 9.130 SF C150404 � � 1"=2000f Floor Area Proposed 1,810 SF First -j 742 SF Second N85'47'56"E --- 1 / r 2 552 SF Total 8.0 NO S89'04'36"E � h 1 � Rebar I+ 152.92' _ x f Find t i I � �' �._...,w A ° O Z y r _ _ °hW CO 0 w�' 16 6 1 .3 , � ° ONE: / f rR \ PROPOSED Lot 4 asxa E i° RF (RPOD) y< .,.r... SEPTIC T NFF PROPOSED S.A.S. asx i f�eplace ,30,434tSF o� ° M O Wgter Line i mod% \ : ,' I a Area (min.) 87,120 SF COVERED m<.. �o `� ✓ C) Frontage (min) 150' ' i PORCH f Q i° NED Width (min) no r' ✓ SCREE 1, 7'.. Tp- `j 1 cn a Setbacks: t PORCH 0 __.. P VERED � �� ,� j•=�,, TP 4 Front 3 e W_M Ei=50.0' Side 15 '�Y � � f `".� TP-5 y_.---- -------J PRQPS _ Tree Line 1 •,.„ -•- Rear 15' O TP 2 = o co r---- --------J PROVIDE D-BOX i y�0 fl r- - \ r \ n m cn p CLEANOUT 1 Or-I I s A 1P , Q \ , #719 I i%..: <ia - I :. I 1 , -�- PROPOSED 1 DWELLING i fE. ---- DESIGN DATA L F. L 9.7 I i I 0 E i n Single Family ----- L)R11lIRWA �1 _ Bedroom 10G F r� d Grid -3 @1 PD _ No Garbage - SEPTIC* F Total Daily'Flow=330 GPD i,' XI TING - rn sr I I �i i 1 ..., TO�BE LOCATED Use a 1500 Gal Septic Tank s oo 1 eP `� f / ' n DONED 0 1 EXISTING --- ��s I: : ,� OR, REMOVED _ DWELLING �.. r � , .� REA co r 115, ...,..._.... .,, � _ TO BE REP D 15.7 -� 33330 PD/I0.74(LTAAR)446 SF Required „ M. / Top of CB/DH L'I I Y xs Sidewall-2(12 +25)2 -148 SF U B ch Mark 1 i' l J S87'S7 20 W asX7 as Bottom Area=(12'x 2$)=300 SF 1 Ev. 44.76' __ _X x--x-`x Total Provided=448 SF !!! u... _ O �-X---x_ xpost & wireFence O O \E I 46x3 ° �o=t --- °r-iNl�v�?,�y- o. ° f ra' ° °' All Pipes CHAMBER DESIGN ° ° ° o Wiliam ) O ° ° Chain Link Fence 99361115 Pipes to be Schedule 40 Use 2-500 Gal.Leaching Chambers in a 12'x 25'Double Washed Stone Field as Shown. N O SEPTIC NOTES 49.7 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours 7.Septic System to be Installed in Accordance With 310 CMR 15.00& 25•0' See Note 6 (typ.) 8.50 Prior to Any Excavation For This Project the Contractor Shall Make 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable F.G. EL. 4a.2s F.G. a • the Required Notification to Dig Safe(1-888-344-7233). Board of Health Regulations. SOIL BSORBT ION S STEM 2.The Contractor is Required to Secure Appropriate Permits From Town 8.All Piping to be Sch.40 PVC. Flow Equilizers Agencies For Construction Defined by This Plan. 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum NOT TO SCALD Installer To f As Required 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall Sum of 6". 1 Confirm Prior EL. 1500 Galion pp y p Finish ,rode To Any Work Septic2Tank EL. 4 .00 D-Baz Top EL. 45.50 Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to 10.Septic Tank Shall be a 1,500 Gallon _ _ _ (See Note 5) -2 EL. 44.65 ' Leachin ._. E. .: Assure Watertightness. In General,Water Lines Shall be Constructed in 11.The Separation Distance Between the Septic Tank Inlets and 3'Mox. ii, ? z u 9"Min c g Coordination With Cotuit Water,and Shall be in Accordance Outlets Shall be No Less than.the Liquid Depth.Inlet Tees Shall Extend Compacted Fill Filter 44.50 Gnom6er With 248 CMR 1.00-7.00&310 CMR 15.00. a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" Fabric To Be�� e Compacted Installed on f And/Or ease Bedding,"T"s � H Bot. EL 20 �# 42.50 4.A Minimum of 9"of Cover is Required for All Components. Below the Flow Line,and Shall be Equipped With a Gas Baffle. " 1/8" - 1/2" Inspection Port, - Pea Stone 10' & Baffels /{Encounlered Remy¢--ve & Re�laee' $.All Structures Buried Three Feet Or More Or Subject - �^ ". 3' H-20 3/4- - 1 1/2„ Min. 10' Min. - Slob as Per Title 5 A I Unsuita6te Sails::Within 5"1 h to Vehicular Traffic to be H-20 Loading.It is the Engineer's p�jN OF L'Igs LEACHING Double aasned 20 Min. - Foundation The Puter;P_enmet�r:�t Tie Syste!n` n Recommendation that H-20 Always be Used. ��� Sf'c� t"HAMBER stone M 6.Install Watertight Risers and Covers to Within 6"of Finished Grade �� JOHtJ C. GJ, EL. 35.0 0,D� rn 4'- 10" No Groundwater Over Septic Tank Inlet,and Outlet,D-Box,and One Leaching Chamber. v C 12 Per rest Hole 5 h8168 DEVELOPED PROFILE OF SYSTEM EL. 5 Groundwater cis1ER �w� CROSS SECTION OF CHAMBER NOT To SCALE Per T.O.B. Mop oF`�sSi01VAL ENS` NOT TO SCALE TI TLE: PREPARED BY. PREPARED FOR: NOTES: ProposedI � � vvem nts CapeSury 1.) The property line information shown was Z Imoeering& 23 West Bay Road Jennifer J Smith compiled from available record information. Rl / 1 Suilivancomiti.91M Suite G �t64 0 Street ` (:ws�4zeas+a,r+o,eacssy•7t�rrb.a,o.erNu.,►,v►o� Osterville MA 02655 �.��� 2.) The topographic information was obtained 719 inn S` r t (5D8) 420-3994 (508) 420-3995 fax Boston MA. WA- from an on the ground survey performed on; copesurv@copecod.net or between 291FEB114 and 30/FEB/14. ' ar (Cotuit) 3.) The datum approximate MSL Based on TOB GIS Datum. T1 ■ Draft: CTR/JOD Field: MJD/WHK 20 p 10 20 40 80 sea level datum. DATE nn SCALE: �� Review: JOD/PS. Draft/Review: WHK/RRL in At-joust 30, G 13 1 = 20 Project: 33037 Drawing g # C824G1 ex1