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HomeMy WebLinkAbout0180 VINEYARD ROAD - Health cLVI , Cow No. �OZO__�j Fee '00 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH.DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplitation for Misposal *pstem Construction Permit Application for a Permit to Construct(')'Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. /9® (,e`�,er Owners ame Address, d Tel.No. Assessor's Map/Parcel Q l S/0O�— @O Installer's Name,Address,and Tel.No. Gt��-�b Designer's Name,Address,and Tel. o. C.a 1�� Svl(,'!04 6'ns;'n eet,,n�J �CCYy1,t -7-7 1 -9 3 �✓�• �"� S"o e-yZ-e -3 3YY Type of Building: Dwelling No.of Bedrooms (q t I Lot Size ?2j YQa t/ sq.ft. Garbage Grinder( ) Other Type of Building ��l;Cl�h f,�� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) G t 7 7 O gpd Design flow provided 772• li Pb gpd` Plan Date 7/9 2620 Number of sheets Revision Date Title S. ?&A Pt., d f4 (L�v e may+-�5' Size of Septic Tank (Som t i000 64?&).% Type of S.A.S. "sue 64dh e Description of Soil 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 th>Healt ronm de and not to place the system in operation until a Certificate of Compliance has been issued by this Board of . / gnt Date l Application Approved by Date Application Disapproved y Date for the following reasons Permit No. Date Issued No. AO ^t � ! 4 A� ; `.,-fit Fee' THE COMMONWEALTH OF''MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION iMWN-OF BARNSTABLE,WSSACHUSETTS ltlYlca, fort' .18t108AY pstPttt ConstructionPrinit Application for a Permit to Construct O'Repair( ) Upgroade tO Abandon( ) ®mplete System ❑Individual Components Location Addressor Lot No. � � (f,/� 'yrG1 FsUlf Ci . Owner's ame,Address,and Tel No No. Assessor's Map/Parcel l 5��3G — CO- Installer'st i 1{ s� Name,Address,and Tel.No. "�1 J>,S"f"�"9i 'Designer's Name,Address,and Tel.No. S v�l, rlv,a Fes-y•'��cue;;n� � Ct.�r?.. �,�a� Type..of Building: DwellingNo.of Bedrooms Lot Size / �lG / l� i sq.ft. Garbage Grinder( ) Other Type of Building r ` ( ) �e'E��..c�n�', `i( No.of Persons Showers( )'••Cafeteria Other Fixtures Design Flow(min.required) 66 t l"G' 7 7 gpd Design flow provided P� gpd . Plan — Date ��� ��� '�. i Number of sheets ( Revision Date Title Ile A,F'!1 (.S Size of Septic Tank �f. (�v n. Type of S.A.S. Description of Soil '~ Nature of Repairs or Alterations(Answer when applicable) ti.. Date last inspected: Agreement: The undersigned agrees to ensure the constructton,:anfd maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5.of the Environmental.l d and.not to place the system in operation until a Certificate of Compliance has been issued by this Board of Healthy Signed ) �pf Date / Application Approved by IJ(�` fL//! .� JG/ r� i, - Date / Application Disapproved by for the following reasons Permit No. i Date Issued - -.------------------ --------- ------.-------------- --------- ---------------------------------- ----- ------------------- - f THE COMMONWEALTH OF MASSACHUSETTS " ( ` ARNSTABLE,MASSACHUSETTS •, b q Certifirate of Compliance THIS IS TO QRTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) " ? i -Abandoned( )by %.`��_ � , at (� jl, i1 Pyf�%'ft ( ' �"r (i ° I/'! I has been construct in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No; /Y Aated . Installer Designer Jv lr4ll?m #bedrooms 7 Approved design flow 770 r ' gpd The issuance of this permit shall not b''construed as a guarantee that the system will functio ,24ea ned. Date 'T1r � °� Inspector -- - `-- --------------- No. Fee Y � Q - THE COMMONWEALTH'OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS 30isposal *p�tem CDnBtrUctlon permit Permission is hereby granted to Construct( Repair( ) Upgrade,(, ) Abandon System located at ( '' C, U / 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!Cons}truucct°io/ ust b;,completed within thiee years of the date of this permit. t e Date Approved by JUN-1,7-2021 02:16 From: To:15087906304 Pa9e:1/1 Town of Barnstable Inspectional Services a Public Health Division Tbomas McKean,Director gap 200 Main Street,Hysunis,MA 02601 Fax: 508-190.6304 Office: 502-362-4644 Installer&Designer Certification Form Date:, 5- -'ZOL Sewage Permit# 2a-2 Assessor's Map%Parcc1A Q -'W l �' c :Designer ;; I~.;A6jQr r� Installer: Is .u, �� Address: � Address: • vac��r a On was issued a permit to•insW1 a to n er septic system at ISO tic based on a design drawn by (address) s�. l dated :Lj7h10 (designer) / I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as IBtoral relocation of the distIdbution box and/or septic tank. Stnp out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with M 'or changes (i.e. eater than 10' lateral relocation of the SAS or any vertical relocatio so any component or of the septic system).but in accordance with State&Local Regulations, Ited and the soils certified as-bwlt by dcsigrter to follow. Step out(if required) were found satisfactory. I certify that the system referenced above was constructed inwi ce with the terms of val letters(if applicable) a���3�OF Af,4q ems+ JOHN C. UOEA V N V CIVIL ns er s ignature No.aeise A9p�9FGIS7E��� .a FSS10 L . : es�gner s �gnatwre) (Aix esi P ere PLEASE RETURN TO BARNS ABLE PUBLIC HEALTH DIVIS.I--. CERTIFICATE MR AM w BE U U L WWOV.C, pI S C B T %4odWcplmpALTmErwRR aonnacmePTlC.lpo,igAet Cenlllemion Form Rev 8.14-13.DOC TOWN OF BARNSTABLE' LOCATION I Vt IJ e---f Al!�b1 Q_-N SEWAGE VILLAGE ASSESSOR'S MAP&PAR!HP5 C)0W—c50J INSTALLER'S NAME&PHONE NO. (_ S6,97-i-ri—13Bj ay SEPTIC TANK CAPACITY J6060 �( HnuL(�eL' if S-00 4u-..HoLg LEACHING FACILITY.(type) '�i�-_;-M 14- (size) ik__i A-'_ NO.OF BEDROOMS OWNER J&'-L-_ PERMIT DATE: <27,S- COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 4- S Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within NO feet of leaching facility) t4 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) -$- Feet FURNISHED BY 3 1- i Soo t O Rd VWA r 1 76.. . L !7q- �o14 � ' No. `1 0 2-I b Fee BOARD OF HEALTH TOWN OF BARNSTABLE ZippYicatiou _for Veil Cougtructiou 3permtt Application is hereby made for a permit to Construct Alter( ), or Repair( ) an individual well at: Location-Address Assessors Map and Parcel f ` �ric�h °� L�In1 I��UAuI �(o LkdY) lam bu.V4 Owner Address Installer-Driller V Ad ress Type of Building Dwelling Other-Type of Building No. of Persons `f � � Type of WelIA* `F VG L1 Capacity 20151; v+ Purpose of Well rr(aQI�VI 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 Protection Regulation-The undersigned further agrees not to place the well in operation until a Certi ate of Compliance has been issued by the Board of Health. Signed Date Application Approved By _ - . Date Application Disapproved for the following reasons: Date Permit No. Issued Date ------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed), Altered( ), or Repaired( ) by DY1 J \A/IA I Dr I l l I YV c . Installer at I F::,0 V rd 1'�-4 . 4- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No, U- —6 6 F Dated 21 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector r .: 5 x. av No.. Q � './ b Fee BOARD,OF HEALTH TOWN OF BARNSTABLE 01ppYication i'or Yell Construction Vir}n it t , Application is hereby made for a permit to Construct O4), Alter( ), or Repair O an 'individual well at: Location-Address Assessors Map and Parcel 1�3 ',GYIW4- klAiY)�AATI2 \k1AQ1 LIh(LIY1 Lgtie, LU -1-7 Owner Address 12�� ��lll.��u� . l�n(. I�0 box M3 CAI Un c,.NA 0-) ,; � r•�^ •� �- -�. - �rInstallei� Dnller ---• .+-��:_: ��;:��; .;�:`s.�.. ;�-, _ �-}x.^+,. ,dress ��; _� .. Type of Building s, / 4' Dwelling IV! Other-Type of Building No. of,Persons :,.. 11 TYpe of Well`+ll T V�' 1 I Capacity }SPbw-+ Purpose of Well y Agreement :f The'iiindersign'ed agrees to install the afore described individual well in accordance with the provisions of the "Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the A:. well'in operation until a Certificate of Compliance has been issued by the Board of Health A.Signed 1� _ - � �. i� I24 h.. J Date Application Approved By ,�. 1 yc� Date Applicatio''n-Ds`a`pproved for the following reasons- - ` . Date_ Permit No. Issued " - Date =ate -----_-----..-___ ------__ _ ------------------------------ - ------- ---- BOARD OF HEALTH t TOWN OF BAR'NSTABLE Certificate of Compliance ..THIS IS TO CERTIFY,that the individual well Constructed(/), Altered O, or Repaired( )_ z by Installer y has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No.1,,))g x 1-0 6 ? Dated 1(—3d`?/ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector r ra.+.;�� �„ �r. .. e. •._. _ _r-a r-r4`.� _ b �_ _ .rrr®c -a r r- �-_ _ ..�. .- r. -_ _ _ -��. +e. zjr BOARD OF HEALTH TOWN OF BARNSTABLE Velr-Conotruction 3permit No. V" �fJ� Fee Permission is hereby granted to .- 'gym D�c \ fej ( l T)r!I l l(na Installer. to ConstrucQx/), Alter( ), or Repair( I an individual well at: ' No. I E �I 11'l \f lJl 1�G�. ��.C� �� i 1.1 I"� - Street as shown on the application for a Well Construction Permit No. ✓t/ ?0Z/ p�. i--Dated . r� J , Date I 3 a - / Approved By 0 s DIRECTIONS:A Fran R TY.RL 28 tp:afvp. S 1 A, w .11.1 ASSESSORS.REF.: uL r A a.e,a. r;le m x.1ma x,:a _ ,kP Is Pm lx pl CB/a.to 4� o.-nx eslc se• � _ OVERLAYDISTRICT: y \ Vlnewirf Road oo / FLOOD ZONE: ICE �a.ewu .11L aM -rW�r I \ �.bM/ / \. •e/Y 10.7011 _ REFERENCES: 0�Get,Il.iv 1 1 Y+la.LP LOCATION MAP: ,U � P.ra. I rnn��(mny Iss'g Rix,!' LEGEND: 1 m III Ax 0 0 I �I1 \ � I SAS Detail Vlew SCALE r.ya I 4 tilIL.F�,b I i. I l 11 l V 1 d r��•• �,•, �I PERC T&47:ISM6 em .I ' r� � p... er r-..•n,wp 276... .� I 917SPA54ED '' p.!!X(fp 9cnan ar Brld I Br..tm- I � r,,,.,,a 12• fer N!P/3 to !Houm I n .• ...... �. •.• A: SCf 4a i:l�Ain I u.c � `•\>`� Isua dl..1M lfa,"N ... '" �'}1lS�Y , e lr „ems_'..•"-�' _--1�,r �• >,o,v,"eye d„�pma,...� TorHmEs V It __ - ' ------- \\_Y —— - DESLSNDATA ello— Overall Plan View -- ——--—— — wa�na�s SCALE 1'.EO' rpm r w... Br,"12r-reran prmmz}gt Thap+es9 Nantucket Sound0� .1 Bt• ®l,pdn zaa�..mr er:prt,4a .aa a frp) Deptha-1100D i - r Z.µ rl me LE.4CfaNOARPA .b�M1!!fi � I 1ppf119/0.11tyTA,u'1l,se VLi-e.e .s x-5 R.v.e .... o-� Bxm.w•IILIYr IDI- dY 1 (L.kt.s) �rcl. N-N RNAe.L�.O-IWU9('fl f8D1 WEER DEVON . �,T� meM N.a Ta S�u'�U' er pn?ice�.1 111,•:ADmdh W.Gd 9sr A�"v94.a SEPTLCNOIES M M1r iui. LLmdxdL^�utY+am MFls MApp- .UlaeTlH:m DEVELOPED PROFILE OF SYSTEM EdrnAv� �o-lmraxaw=xTP,B1w+ NOT TO SCALE is ras n.-,..: ».uc�arbar�nuss+P✓"- 1nnm®e rv�ret•ar a cw.!rr x nm.,ral.o ML 37b C.>rnbdr+.*lvlsa,.VRs>�IexbA•a 11m R .-.S ' Y Apcpbah CartccA.^.al�itf l,¢ 1 Al-+.e.9nrLseb,Om W cdgpp'LbneoeLS A.p A(hnaabCdOm 1pPxs,P}sH4tpM Pf>TwvG9 . 6 • Gmivls�Oc4hM R.d 4.4MY b�+yt — �° wnwan us-tmelaaa um nr... INX r u anun se drMr�.cbz.G.,•lmAB Emp..m �w� 6tr+9 ilm�YTleu+LLve,R'JsPdlraC Ws R-11 y!-i rR' Almrn hn baGmlr aa,t�lYM_•'�� DEVELOPED PROFILE OF SYSTEM E.7 GARAGE SEPTIC TANK DETAIL ' �\)` ^� bx NOT TO SCALE PI°� 4.aea sysa...pe.�raarrlr.e+.ec..� AEG:P!M h'� • _t e, CROSS SECTION OF CHAMBER A .Sit LDeal, .d a 6]'. C7 ��,[.�" fkm alamtmxb(Xi'hWr Tro 9tl PeC NOT TO SCALE .ppb+s dlPMablY.)2c0 VTm sem.�,r ?•I� re. Pelhs Ete WL+tMfbrlla.a'SIeOd P.y-"'P.=R7lp Ouh9lt :lfV.:A�Prnrat Ga+ser ✓G-.Lan :'11 s r:QGA?T FOC N:iS BM iRtPA�BY. Site Plan a Engineering& anon.,adul s nr�,..nae m Proposed Improvements jjmm11��1 d ry, Mo. Lane 2)"" At Sullivan V Gilt Conaultlng,ma Sudbury, Ma. a;775 Nir� :..r P•r °nT ss;.�a a.w a x 180 Vineyard Road Barnstable(c.,o).Mass. C:.Tfl ,July a 2020 •'-'LL! AS NOIGd R.hr. bS: p=_t T•4"tr•'I� PrA-n ------- --------- ----------------------- -- -- -- ----- ---- ----- ----- . JADUL RESIDENCE 16•p• �. 2Y 6J4' 16'-5}7' 16'-5J4' 180 VINEYARD ROAD COTUIT.MA IS � I SEREENEO PpkCH I I 1 I I I I GENERAL NOTES: 11 '� BWLr iN I I I. I I I r CESN - - I - I -- ♦ L_ _J L__ —____ J L___J I E I _ _ e r- -� r-- ---I--------- . o G 1--- ---- I I AL . FAMILY RN - A s ] I u r- __-______ I I I. 1- I � - '1'16' '13'-6" oL_ ----- I II- II ------ 1 1EER TIE vx vE I AID w4u CAP - EIp HERE 3.CONI -L_ _J L__ __—__ ----_---J L___J I, I iO2,' = BOREPS PAIIIRY 1 PINR'i 1 'FOIFH COAEPED STAIR STNR / \I PMER wR COVERED ENTRY _ _lJ ' 1 1.LoyeR'wA i :'1�.c�. 'I °7 1 JIM r CH OLAEFF ARCHITECTURE+DESIGN T rvJ 1 MA02fi55 508 20 F 50B a202240 .. 6 6_ 5 i_0. gyp. I. Y2' C-6. R•-6x' 1 6- L————ENp HERE P I b DRAWN BY:DN,AH,GV . SCALE:AS NOTED i— �p DATE:fi2fi2020 V 6 r ECME fx9 AT 1- "LLS An0 ] --ES To' 2-c.R2cARACE I __ TITLE: FIRST FLOOR PLAN HEATED 4,103 S.F./GARAGE 777 r PLAr1 � npRiH Al . 1 p•_p• i'-3' 12 0 16 0 12 0 2 3 6 fi 25 0 5}p - - --_- - - - JADUL - - RESIDENCE 27'-61i +5'-6' 180 VINEYARD ROAD GENERAL NOTES: I I I I I I I I I 1 1/ yT II II / I _ I I - ocEH To 6ELow �zo�i .1 SIER�OAoOu. �\♦ I - -- -- \ I 2 O3 L—sAar°niN.`a�Klp - I F HE"apfft I 1 I absEl —_ __ _ __—____T SALfAHT i. .$--r--1 � 1 I I I 1 OPEN 66Lew 0 �+______ _____i ,1 A-w1 I }6 3'-6. I _ __ 1 Lv_ EO ________ ________ A �Nu i 1! 1.I I 1't 11 1 1 1 1 1 1I - - rL l� a i �1 e11171111Y16111 2 cN`s I Ill e 1 1 1 1 1 1 1 1 1 1 1 1 -- — — IIL111 d1111 11111.E C NAu. 1 i , I IuI T I NICHOLAEFF 51-E' ___ _ __ [ l KNEI 5A (�, \ / l l ARCHITECTURE+DESIGN - / C 11 1 es M 51ree1 ---- .MA 02655 - _�_ , T 608 20 6289 _______ F 500 2022a0 �l1 1 ' i S�o2 I L - II _ PROJECT NUMBER:JADUL)66T II I I i I CI—V-BY:oN•AN ov SCALE:AS NOTED DATE:6/262020 II al E%O� I 1 I It II it II II I II _ I TITLE II SECONDFLOORPLAN II HEATED AREA :3,282 SQ.FT. (T II ll I—L.- I NOR'TN 1 Al . 2 6_6• I_p• g_p• ]'-0' y la._6, g_ 4 I]'-5 A 6'-0' 7'-6' )'-0 T-0' Y-0' 6'-0' 2'-]" T-6' 25-0' 5S-0" SEC y - SCALE:1 4•=1'-0' 1 ffj 1 i JADUL RESIDENCE 1SO,VINEYARD ROAD P � _ COTUIT,MA ' GENERAL NOTES: P,bR m 1 yet_ ° ° I I I I I NICHOLAEFF ARCHITECTURE+DESIGN Osterville,MA p28% T 508 alp 528E F 508 420 2240 ' - - rtitlideeX.com .. OP'o PROJECT NUMBER:JADUL]%] ORA NBY:DN.-.GV . SCALE:AS NOTED DATE:BMW— TITLE: ' PLAN i � NORLH Al . 0 BASEMENT PLAN BCALE:1/a•=1'-O 1 O Bathroom 0 0 Bedroom Unfinished Garage Space Ll r - - - - - - - Living Room i I I I. i - DIRECTIONS: From Hyannis: Take Rt. 28 to Cotuit. s sae Ifs �� Turn left onto Putnam Ave. Turn left onto Main ASSESSORS REF.: Street-At the end, stay right on Vineyard Road. Benchmark: Ma 15 Parcel 004-001 #180 is on the left. P Top o f CB/dh fnd El.=17.2 (NA VD 88) OVERLAY DISTRICT: Edge of Gravel AP - Aquifer Overlay Protection District E� Vineyard Road (40' Private) a 4 w f 0.00 Edge of Gravel FLOOD ZONE. Cobble Stone Zones VE (El e v. 17') J , \ ohw , UP 0.��_ �(jj�. - UP & X (Min Flood Hazard) c6 d \ Community Panel No. 5.70 fn #250001 C0754 J CB/dh ' CB/dh / J Pea Stone / / fnd fnd 1 I I I Both Water and Sewer liens to July 16 2014 � Cobble Drive be Sleeved with1150 PSI pvc \ �� 1 / r REFERENCES: I ( I I Pipe When crs for 10' in either Directn. Pipe to be \ I pressure tested to ensure / Deed: Cert. 220654 I I wa / t Plan: LCP 11542 U rtighness. 30' Building Setback _._: . tape ! ... LOCATION MAP: ,r. .-�.. . �__ _ _._ _ � ZONE. _ ..._. .eat prl�e _. _. sT ` P abbe ; Scale: 1" = 2000'f C RF I / Area (min.) 43,560 SF I r!/ Frontage (min) 150' Stone/ Proposed 1500 � r Width (min) - ea Gallon Septic Tank I I u ` Setbacks: Clean O i Cobble Drive J Pea Stone Fron t 30' f Typ Cobble Stone ! ' Side 15' 12.8' Parking Rear 15' 10' Test m e j LEGEND: 4' x� ® _ 18_.-.._ _...... Test / 3 1 Hole Test / CDT Cedar Tree � est Hole Proposed Garage Hole I Pea Stone HT Holly Tree o ` With Living Above Proposed Slab Elev. 185 i L•. Cobble Stone DT Deciduous Tree 4' . . m Garage - Parking .... / a Slab 18.5 CT Coniferous Tree r ! I I I Proposed 2000 4 Gallon Septic Tank 7y �� Utility Pole A -E- Electric Abutt. p�t�h Min• 0 0 -G- Gas Bid. 19, Pitch Min. L� L Wetland Flag 0' � � Light Post O Proposed O ❑ CB/DH I D-Box and SAS € ' '- � •� _ OHW- Overhead Wires Proposed i g See detail D-Box cx� w 25 Elevation Contour 59.0' "- Proposed ool Equipment Shed Pro Porch 19,p i i N ,' r i 1 Proposed .'' ' 6-500 Gallon 11 II Lawn Proposed Chambers Typ. I rn i 1 i Proposed• Pergola, rt; o i I I Granite Teriyce, and Proposed Patio w/f Dwelling 45' Fire PIt Elev. 18.5' FF El. 19.5 r �7CAS Detail View m -- '' SCALE 1" - 10' i I Proposed Pool d I N o � 2 N ? ` r' .Coping = 18.5 f er o 12.83x59' Stone Field I I I s - 100 Proposed Lawn o - Double Washed 1b 5 1CD 00 Buffer /� Porch C. -5 3/4" Crushed Stone Elev. 19.0 a€ 5 II I 12.81 10' � o i 1 Lawn Stormwater I 1000 Gallon Catch Basin v J s I O Catch Basin o o�•�D1;. 2 I i With 4' of Stone for Patio Lawn €Patio Drainage & Pool Drawdown Proposed PERC TEST: 15706 o �z Work Limit PERFORMED BY:Stephen D.Matson - Baxter and Nye %� °^ I\ 100' Statue �' WITNESSED BY:DONALDDESMARAIS,R.S.-TOWN OFBARNSTABLE Buffer June 27,2018 r-� Proposed Buffer / Poo/ Fence Lawn 50 Lot 276 1110 � SITE PASSED Proposed 72,490f SF (to Bottom of Bank) Benchmark: ` Cawn Work a Top of CB/dh fnd TEST HOLES 1 EL.18 TEST HOLES-2 EL.18 / El.=17.2 (NA VD 88) D.LAYER 1QYR 2/1 ASSUMED O LA'YER IOYR 2/1 ASSUMED 50, Buffer :::::::......... 1 s \ 2.0±Ac.Total Area ..... Orr QRfiANIC 17.7 3" ......, . ......QR ANIC 17.8 y `\ ,o \ ALAYER SYS/1. ALAYER SYS/1. Cr 50 ....:....... GRAYISH..... . RA.YISHBRO.WN.:.::......: ! \ �\ / 9rr MEDiUMSAND.. 17.3 9" MEDIUMSAND 17.3 \\o\� Undisturbed CB dh B.LAI'�ER 50' buffer to ! fnd ................ .. .............. Remain : ARO:WN............... ': 13RUV6'N:....::: 15.0 38 Sf1 'F f1A ..::.:..::.:: 14.8 36" ............ SAIVb[ LUf :......... " \? J C1 LAYER 10YR 618 C1 LAYER IOYR 618 `I \I Top of Coastal Bank YELLOW YELLOW rr MEDIUM SAND 1A.5 42L MEDIUM SAND and State), _f6'' I PERC TEST PERC TEST \ \` 47 �.- �--- � -_ �� 25 GALLONS GONE<15 MIN - _ "'""-'X fM;�Flood Haz;,L____ 25 GALLONS GONE<IS MIN. FEMA Lott -�--��--- ~ 60" < 13.0 60" RC RAZE< 13.0 i 13 C2 LAYER Z5YR 716 C2 LAYER Z5YR 7/6 VE (EL - YELLOW YELLOW " - ----_ _ -1 '. 1321 FINE TO MEDIfJM SAND j r FINE TO MEDIUM SAND CB/dh '� ' _•-� \ ����f.._-- _.-�- -�� �T ____ -- 11- 70 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED fnd -17 _ _ --- '" I I `� / _. ----•-12- 10~----�--_ _ \ TEST HOLES-3 EL.18 TEST HOLES-4 EL.18 �___ _ Stairs _ ---' Y`- ncrete Seawa�` l ..... OLAYER.l0YR ... . ASSUIIMD ....O.LA...... R2/1.. ..... . ASSUI�D _----10 _ '' _ ~ - -- Co i I/ Beach9rdss � ___---- - g•-- - _ - _ __ -- ' \, _ _-_ 3 n .....: ©ANIC 3" QRFiAiIC 17.7 17.7 _._.-._-. --" _,,.,.1 i 1 � J � �, f•�,....-.,. - .f''� � _.~.1�- ;.. •A LAYER S.YS/1 . .:: :: GRA.YISHBRO.WN GRAYTSFIBRO�I+1V .. ... . 9" .......MEDIUM SAND..... 17.3 9" :: 1l�DIU1VISAIVD .. :...... 17.3 ` 13 LAL'ER ..... 5/$.::::: :: ... .....B.LAYER.iOYR 518.......;.. Beacom :: t3k04t�N >ROWN................. 38„ .... SANDY I Ott M.:: :::: .:.: 14.8 38" ..... .....$,"Y'44] ..... 14.8 Beachgrass -^ `` - C1 LAYER 10YR 6/8 - C1 LAYER 10YR 618 -.......- YELLOW YELLOW T -........: / o O �..•--"... rr 1VIEDH M SAND " MEDIUM SAND �� �, C2 LAYER 2.5YR 716 C2 LAYER Z5YR 716 Beach �/r 5.--- f� 4 YELLOW YELLOW 5 -- ___ --` _ f 3 _ - _ ` 1 137,1 ---4--- -- ~�, NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED -:... ...... . ~ _2- ___ _. - -� DESIGNDATA _ 2-_ ---- .. -...1___ --._:._ - - Single Family Overall Plan View __1-- _._...._ __.... _ - .... -1 _ ------` -6Bedroom @'110 GPD SCALE 1" = 20' Edge of Observed Water 4 No Garbage Grinder Daily Flow=660 GPD Use 2000 Gallon Septic Tank(Oversized) Nantucket Sound Detached Garage With Living Above - 1 Bedroom @ 110 GPD No Garbage Grinder Daily Flow=110 GPD Use 1500 Gallon Septic Tank Proposed HSE FFE 19.5 See Note 6 (tyP•) F.G. EL. 18* - *Final Foundation Grading To Be F.G. EL. 18 Total Daily Flow=770GPD Coordinated I an scape Ian FM Flow Equilizers LEACHING AREA EL. 15.11 /' As Required 770 GPD/0.74(L'TAR)=1040.5 SF Required House EL. 16.06 Installer To 2000 Gallon Sidewall=2(12.83'+5992'=287.3 SF r Con firm Prior EL. 15.36 Septic Tank Top EL. 15.00 Bottom Area=(12.83r x 59)=757.0 SF To Any Work 14.41 H-20 Total Provided=1044.3 SF 772.8 GPD H-20 Required EL. 14.25 ( ) (See Note 5) D-Box 14.00 L a-20 shi g LEACHING CLAMBER DESIGN Chamber All Pipes to be Schedule 40. Use _ Bo t. EL. 12.00 6-500 Gal.Leaching Chambers in a Bedding,„Ts To Be Installed On Inspection Port, If Enea�rntered.Remat%� & Replace 12.83 x 59 Double Washed tab e ompacted ase & Baffels !/: Unsuitable::SDi1s ::Vtri.thin .5'::of. ..:: o Stone Field as Shown. ..... .... . ... ...... .. . ...... . as Per T%tle. 5 ...Te............ r.Perim...... . Th.e.:5 sferr> SEPTIC NOTES EL. 7 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours No Groundwater Prior to An Excavation For This Project the Contractor Shall Make Per Test Hole Y J DEVELOPED PROFILE OF S i 6 T EM EL. 2 the Required Notification to Dig Safe(1-888-344-7233)and contact Groundwater Sullivan Engineering&Consulting Inc. (508-428-3344). NOT TO SCALE Per T.o.B. Standard 2. The Contractor is Required to Secure Appropriate Permits From Town Agencies For Construction Defined by This Plan. 3. Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to Assure Watertightness. In General, Water Lines Shall be Constructed in Proposed Gora e Slab 18.5 F.G. EL. 18.3' Min. Coordination With Cotuit Water,and Shall be in Accordance Finish Grade With 248 CAM 1.00- 7.00&310 CAM 15.00. 4.A Minimum of 9"of Cover is Required for All Components. EL. 17.Sf 3' Max. I 1 E _ 11 5.All Structures Buried Three Feet or More or Subject rl 9" om acted Fill EL. 16.36 Min Compacted Filter to Vehicular Traffic to be H-20 Loading.It is the Engineer's Fabric s be Used.Recommendation that H-20 Always Garage El. 17.2 Min. And/Or Y Installer To 1500 Gallon 2" 118" - 112" 6.Install Watertight Risers and Covers to Within 6"of Finished Grade Confirm Prior EL. 16.61 Septic Tank Pea Stone To Any Work H-20 Required EL: 14.41 H-20 3' H-20 Over Septic Tank Inlet and Outlet;D-Box,and One Leaching Chamber. D-Box Double - s shed All covers are to be maximum 18"for concrete or 24"Cast Iron. (See Note 5) LEACHING Double Washed CHAMBER Stone 7. Septic System to be Installed in Accordance With 310 CMR 15.00& 248 CA4R 1.00- 7.00 Latest Revision and the Town of Barnstable t k OF ssa 4' - 10' -=; Board ofHealth Regulations. S T. �y 12' - 10" 8.All Wiping to be Sch. 40 PVC. 9.D-Box Shall Have a Minimum Inside Dimension of 12,and a Minimum 0. 269 DEVELOPED PROFILE OF SYSTEM CROSr: SECTION OF CHAMBER Sump of 6'. Q /' /� /� / /� /� 10. The Separation Distance Between the Septic Tank Inlets and .o�aF O/ST ��°` GA RAGE SEPTIC TANK DETAIL Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend �SsfoNAL NOT TO SCALE „ „ a Minimum of 10 Below the Flow Line. Outlet Tees Shall Extend 14 NOT TO SCALE Below the Flow Line,and Shall be Equipped With a Gas Baffle. TITLE: PREPARED BY. PREPARED FOR: NOTES: Site Plan 1 The propertyline information shown was com Proposed Improvements Engineering & Brian Jodul available record iled from � p p p information. = rri rri 96 Lincoln Lane 2) The topographic information was obtained from on on .y At U lVan Consulting, Inc. Sudbury, M 01776 the ground survey performed by Sullivan Engineering on o. 511112020. 180 Vineyard Road (508)428-3344• P.O. Box 659 .711 Main Street, Osterville, MA 02655 3) The datum used is NAVD '88. Barnstable (COtU, Mass. seci@sullivanengin.com•www.suilivanengin.com O Draft: ASL/CTR Field: WHK/CTR/JOD 20- Overall 0 10 20 40 80 N 10- Detail 0 5 10 20 40 • V DATE July 8, 2020 SCALE: As Noted Review: CTR Comp./Review: CTR/JOD Project: Jodul Project 400011