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HomeMy WebLinkAbout0578 GRAND ISLAND DRIVE - Health 578 GRAND ISLAND DRIVE Osterville _ A = 070 - 005 - 003 I t I x. r TOWN OF iARNSTABLE LOCATION Y 78 6Nr,& . Zkkt, , Or SEWAGE#"-O VILLAGE ASSESSOR'S MAP&PARCEL 0 70_00S OQ y INSTALLER'S NAME&PHONE NO. t© SEPTIC TANK CAPACITY Z I~ OAA W M P� LEACHING FACILITY. (type) 4 Z® �® A (size NO.OF BEDROOMS S OWNER 1' ' P PERMIT DATE: ;�A 1� 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 S G rH�'d :17S 64 d 01-. N 12' w Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 9ppliLation for Bisposal 6pstem ConstCUttion permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. S 7$ :T, _Owner's Name,Address and Tel.No. Assessor'sMap/Parcel 976 DS--po Installer's Name,Address,and Tlel.No. }ony C, � Designer's Name,Address,and Tel.No. �a��►�,.�soa� fv8 �1 Si-te4 type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) k —,C _ � CgObA-" L 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 Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board ofHealth. qq Signe 1 Date 93 o 2—OZ9 Application Approved by - Date -z-m Application Disapproved by Date for the following reasons Permit No. / Date Issued No. 4 Fee�_� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN"OF BARNSTABLE, MASSACHUSETTS 01pplication for Disposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade'; � bandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 5 78 Grp -_-�Sov,4 ��i, Owner's Name,Address,and Tel.No.Kr:S''C� v,P—r- 9 G[ \yQJ duo1• �� \�,��C fiP 0 Assessor'sMap/Parcel g-)p Installer's Name,Address,and Yel.No. �.ony C-;',a.E� ' Designer's Name,Address,and Tel.No. 3oytL tk��I aq: . 68 F1;n� S rcc�-� �P kc 4S°I ?h P4`n �xr-r -� s 1)rpe of Building: Dwelling No.of Bedrooms /A Lot Size sq.ft. Garbage Grinder( ) Other Type of Building i No.of Persons Showers( ) Cafeteria( ) s Other Fixtures Design Flow(min.required) /1— gpd Design flow provided Aj A gpd Plan Date Number of sheets Revision Date r Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) � tt ' ,ter n CoA. C•R,L4,AQ ` L ` u L 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 Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board o'Health. f ; igne Date Application Approved by Date / Application Disapproved by Date for the following reasons Permit No.�C'= �' Date Issued ( E --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS �f BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(7/) Abandoned( ))by _ '_-18 at S 76Q (�Crl..k, S�q^ 4t1 has been nstructed in accordance J with the provisions of Title 5 and the for Disposal System Construction Permit Nd� _C�jdated Installer _ Designer #bedrooms Approved design flow 'A gpd P The issuance of t 's permit shall not be construed as a guarantee that the system will t' a esigned. Date / J Inspector ---------------------.---- _ -- .---------------------------------------. ------------------------ - ... No. D-7 Fee 5c� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6psteta Construction -Prnut Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located ate t�n�f^ '�5'cc �► 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 co leted within three years of the date of this( ermit. Date /�� ��C'� Approved`b . 1 Q ; No. �6L�j '�� (� Fee Oro THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 21ppfitation for Bisposai Opstem Construction Permit Application for a Permit to Construct(1,�'Repair( ) Upgrade( ) Abandon( ) [it mplete System ❑Individual Components Location Address or Lot No. G,-q n —T S 9h O r Name,Addres , d el.No. i� -eP� -rrus�ee Assessor's Map/Parcel 07O COS°- e®y Installer's NAme,Address,and Tel.No. -r Q? Designer's jyame,Address,and Tel.No. Afo!�11_111WR 49�6� �`�tz- soy-Yz�-331/�p Type o uilding: Dwelling No.of Bedrooms Lot Size 'S Z� sq.ft. Garbage Grinder( ) Other Type of Building gesiekh-b-g No.of Persons Showers( ) Cafeteria( ) Other Fixtures 'Pao/ Ca,&q n cc Design Flow(min.required S5� gpd Design flow provided 5 gpd r Plan Date 1712 9 201-r Number of sheets f Revision Date Title .ji-p� ?4,7 fr640S_lqmitt ro L�Ht�y f Size of Septic Tank-2 ®64 2-C­ - Type of S.A.S.Y rw a' e 9M 4<1, r'r) S�cn e_ Description of Sod 1 ' 1 6- �2 A r L��/o f,, 12—2®�` �4c�-PC `��' " e a<< G f �o- 6327 Z CASee r Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: _ The undersigned agrees to ensure the construction and maintenance a escribed on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmen a and not to place the system in operation until a Certificate of Compliance has been issued by this Boaz a Signed p Date Application Approved by w^�" Date ` Application Disapproved by Date for the following reasons Permit.No. a`°�'`�_ Date Issued tr• No. Fee " THE COMMONWEALTH OF MASSACHUSETTS Entered in computer PUBLIC HEALTH DIVISION TOWN'OF BARNSTABLE, MASSACHUSETTS Yes 2pplication for Misposal 6pstem Construction 3PerMit i !# .Application for'a Permit to Construct(V)'*'Repair( ) Upgrade( ) Abandon( ) [ mplete System ❑Individual Components Location Address or Lot No. f j 7 q nol -:37 54 Oft Oftp Name,Address,and Tel.No.�/ Assessor's Map/Parcel 070 Go f- po Installer's Name,Address,and Tel.No. \ .� Designer's Name,Address,and Tel.No. .. . �. f� (/ �(�T S,,l i, i- (.'n5, ,rC i Type ofBuildingr Dwelling No.of Bedrooms rj Lot Size 52 �(9 sq.ft. Garbage Grinder( ) Other Type of Buildings 'Re S,(7Ph I c+ No.of Persons Showers( ) Cafeteria( ) Other Fixtures p"vcx I C o. BQnCL Design Flow(min.required) 5-So gpd Design flow provided��/ gpd Plan Date 7� q1G/`r Number of sheets / Revision Date Title { 6"1 - Size of Septic Tank2CG o J 7- r-h.vP• -'Type of S.A.S. Description of Soil T l 1 1 0- (2- P ✓ �� �A r/�!� - l ri Z G U C_ 4 K e 1. Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: 4 _ The undersigned agrees to ensure the construction and,maintenance f e €ore~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 B101, Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. a Olcj Date Issued - 3 0 '1 -------------------------------- ------------------------------------------------------------------------------------------------------ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( }- Repaired( ) Upgraded( ) Abandoned( )by at 9 % x S d TDr^ V e. has been constructed in accorda�c��atn e with the provisions of Title 5 an � d the for Disposal System Construction Permit No. -_ :2- Installer \ Designer #bedrooms Cow 5 0> Approved design flow n ti /. 15 Q gpd The issuance of thiss p rmitt shall not be construed as a guarantee that the system will[[Unction as V41desi �d gn Date O Inspector ;, No. �.G �f Fee /r THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS -Misposal 6pstetn Construction 3pPrmit Permission is hereby granted to Construct(4-} Repair ) Upgrade( ) Abandon( ) System located at 5,7 $ G rg l 41 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.I < � j, , Date. Approved by J4 t tJCj� P , 6 Town of Barnstable Regulatory Services Richard V. Scali, Interim Director BAIUMAB 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: 1/9/2020 Sewage Permit# 2019-278 Assessor's Map\Parcel 070/005-004 Designer. Sullivan Engineering&Consulting, Inc. Installer: _6w� Address: 711 Main Street/PO Box 659 Address: P .- Osterville, MA 02655 7/30/2019 .. 4- U- pn - W.N&Zq;"m was issued a permit to install a (date) (installer) septic system at 578 Grand Island Drive, Osterville based on a design drawn by (address) Sullivan Engineering&Consulting, Inc. dated 7/29/2019 (designer) X 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. T.?, 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 constru" Hance with the terms �%OF bq of the oval letters (if applicable) �p� s,�4c. as CHARLES T. kOMttAND �. of , CML ( tal is Signature) " No. 52699 ' pf CISTE ���``� SbNAI (Designer's Signa e) (Affix Designer's 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. Q:\Septic\Designer Certification Form Rev 8-14-13.doc 16'-0" 10'-4" Y-Blz" 10'-4" s'-2" 2'-a" 10-74 2'-g4" 5_2 5_2, -----_.-- ---- --- ---- - -------- - i I ry , IW B th L I mo 3 of Igo ULIIILy Qaaat .............. 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' Depth lo.arouudivaler 5I ndht' Water in Hole: ✓ , /i®/4 g Wee In 15'otn Plt hnea . *' ' 41A f _ . a j Estimated Seasonal Hlgit Oroundwalei ��,� y, #, w DLTI;IUVIIl`dArT]ONTOR�LAOVAL ZII( rt 4'C�ATt� '�' .h ffi ' �_�S. Ivlethod Used: 9 kt LAYF `s Ueplh Observed slandhg in obs.hole lu, Deptlt lu still mottles; Itt, r - De'�t tote t v e th ftvtn side of.obs P. hole:I . g. It t1 . ..,,� - " tirdundwuter A uslut t �I a tt � ft:., s;. htder'Well lr , heading Dale: index Well levol ,, Act•ihClor .9a, Ac�,CJrputidwuterLpvel o,,: .y>.e - - >-_ -_ - - __ �T�� :: Observation :' vul it 0I,ArI'I0 lTTL� T Uatu�'z9 / .huI rr �o t f'j tttt� Hole Il I 3 Tittlu of 9'r L - ' '� ` Delillt al Pere ® Z 2' T:' at G' , z ,N Start Pre-soak l'irit.1 Q i'itno(gll 6. ri , Etid Pfe soak t;4�,i`,,!".�;1�-'i,�.-qe�-'-�,.-�� .i, F Rate Min/Inch . �ZIh�`. ji �Z�? q; ' .'n , '� _/` t s' i =5lle Sullabtlity Assessment: Site Passed ✓ Sika Failed AddlUonal Testliig 1Jeeded(Y/N) },g it ` 2 Otiglnal: PubhclHcelth0lvision Observaltott Hole llata To BC Completed on DSck L � - . L. ` °ll `' "'4 pelrMottoii lest is id be 6o ducted wxthbi 100'ol?tivella�Id,you must C>ist uotlf ,ihe t ,�` L U11istabW Co�1SOVat>ou Division at least oue(1) }veelr pri�>< to Uegt>iniu� i" Q\SPP'rlbPnRCP0RM.DOC t 4 , . EI) s+ s r f,l lIL1;P OJ[j ERVA,TION IIOL ,LOG Hold It. L a} Uctilh atom S ill llotizon Sotl Ieature Shcl aloe Olter 'r ' Surface(bt) _ (USDA) (14ltiasell Mottlht g (Slrructuie,Stones;Boulders. Clrayell oe 9•gH _ - I r84Ar I)LL,Ia OIiSLI�VATIOlV HOLE LOG T3[ole it r Dgtltfrom SollFlorizrit :SolIiextu' Soil Color Stitt Otlter Surface(lu) (USDA) Mtiiisell ivlolliin c( Stru toe 51 ) onsislen % r e2 • f�� 2 D ` tSAn!'C S Aj �3Z C2 ]C1 �:I'O �IJIIVATION k6u, LOG Iola It s (;, lleptbifrom 1 IIurizoti i Soll TerzWe .Sol1 Color Soil, Oliter f y Surface(iu) .: (U51)A), (Iviupscll) MolUlug (5lrucluro,Stones;BouldersMIT t.4 s tf 1 J_ 4 4 S ]DI+ I' OIBSE �YATI(JN IIOLI;LOG dole;+ i Ueptlt from Soil Ilutizop Soil'I'rixture 5tiil Color Soll Other ,' Surface(in) (USDA) .,(ivtuiisell) Muttling:' (Slrticture,54uiici,Boulders, A TOO '� ' " Cuusislency`96 Otuyall - a U • c -1 � c .a . d 777-77 TW PV R'lt, I�lood Illsu urtce Alice Mil AM IN year flood.boundary, No �'Jit'dn 5UU 1 v bou,slaty 1 l0 1/ Yes . +µr• s a VJltlnn LUU year ficioil bomtdary iVo Yei t, Deiilli tir lui VAR An i lIly Ot t uufu�I'ervlul s Mhte'lal Does at letist four feot of unlutally.occt rring psrvlbus utalet 1a18xlsl in all rU eas nbdot ved tlu uughout tlttb area ptopo'sod for.the soli absorption system t e S t If iol,what is lht,depth of halurally occurrltag pervious tiiatol lal'l t 1 f ff .,, r J 66t!ily that on: L :`(date)1„have passed tht3 sort evaluator:oxauunalioil approved by lho y DeparltiieuLof L�irvlronirielllal Prolei Clod and that the above analysts was pet[oriued by into eotislsteli[with he to uucci irnhtiit ex ertisa Wild ex eiienca lase rtbed iti 1b CIvIR 15 U1741 AWN, . E 9 g P p S1 tial.w � ✓l Datli 3O1 ' l2\qm rl'lcwmL CI'ORM Doc Town of Barnstable P# Department of Health,Safety,and Environmental Services Public Health Division Date $ 367 Main Street,Hyannis MA 02601 S e,uwerAeca, . � Date Scheduled^ %/ q 3( Time 1-2 ,Gt/ Fee Pd. t' e . a ` Soil Suitability Assessment for Sewage Disposal.' Performed By: f T,RL -SL/LL/l/4 A/ Witnessed By: y • Q L4 NA/I IV C,- .........:;.. I�(��ATION& ..... Ir1 OR11�ATIgI� ......... ... ..... Location Address IS Owner's Name 5�� Gr/�No ��A D r. DvI�At_p R. os BatN 0 S-h9r %L LL 1 177A 1 2 5- a roA D St Address fVE.w yo/-V- N q Assessor's Map/Parcel: '70/5; f Engineer's Name SULLils.4/1'�/y�-l/1i1=�2/N� lN� NEW CONSTRUCTION _�S _ REPAIR Telephone# - y26- 3 8 y Land Use u�DC/lCLdT�EJ� Slopes(%) _ Surface Stones �U rt Distances from: Open Water Body /400' R Possible Wet Area NO ft Drinking Water Well _�,/o ft Drainage Way NQ ft Property Line . .S- ft Other &1A ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) 10.154-73 14640 GMT CB S 26.05'421E CA 1�g,OZ DH 7 Q'°1 re. p Q m -4 ti c I 255.47 --� IV Rv�. .• N 15-16•17'M QE Parent material(geologic)BL1rAt145*# 8LIP/1" Depth to Bedrock G127a NU7 Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face /VOA/E Estimated Seasonal High Groundwater L�SS fi�i L3N t�L �D Nrr�i� .: .... ..... T 'I'E...VAT'rf�lri ':dR SEA ONA . TIG T WAT' R T LE ;::<>:: .. . ..:::::.:::::::.:::..::.:.:..:.::.:.:....::......:::.:::.........,,..::.::.:::::::::::::.:::::.::::::::::::::.:::.:::::..:..: - Method Used: TWIVAI !ZF A Depth Observed standing in obs.hole: NO Ale in. Depth to soil mottles: A10- in. Depth to weeping from side of obs.hole: Ale A/& in. Groundwater Adjustment �/lrf//G� ft. .Index Well# •Reading Date: Index Well level Arll.factor Adj.Groundwater Level_ PERCO`LATIUIY TEST Datts,{ TIMe + ..... .... .:.�. , ..... . ... Z C-AZ,LaWSLESs /v is /ylilt. Observation Hole# Time at 9" 1.�t� Depth of Perc n Time at 6" Start Pre-soak Time® �P `rZ�� Time(9"-V) End Pre-soak Rate Min.Anch Site Suitability Assessment: Site Passed Site Failed: -- Additional Testing Needed(Y/N)/va Original: Public Health Division Observation Hole Data To Be Completed on Back Copy: Applicant ...... nEEr �B1rrrd r. ► ::::.: dole .. ... Depth from Soil Horizon Soil Texture Soil Color , Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % r u PAYE R/�D• G- O �� ar CaArg'� a"— .S10/ro 10 y1Z MED Root s o YEa[ % 1 3G` Ca'-s . in R 5A 2 Brv. 31 -/2e- IO R S 1 N�LE rg�� DEEP OBSERVATION HOLE LOG Dole#. .. . .. .. . „......, ... ...:..:... .. .. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. o '�yV6 67�- Consistency.r 1 y" sG" B L5 t3 to y 2 3- s 31 mot, � �% la&,� i L_ DEEh OBSR�UA'�' ONI MULE ECG.. Mole p De th from Soii Horizon Soil Texture . Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % DEEP OBSERVATION:RULE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % Flood Insurance Rate Man: y Above 500 year flood boundary No_ Yes Within 500 year boundary No X Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring 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? ES If not,what is the depth of naturally occurring pervious material? Certification 1 certify that on avL (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 a d experience described in 310 CMR 15.017. <2 Signature Date ��, � ace m= I � ,----------------------------------------------- -Al r 5 I , A ..... i Lu L I o i Laund ij IL ' I •• ' I ail ; I _ - _..._... '?........ , rH I __J Bedroom � ',r�l I $ O Bedroom 3_. 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Ri E Bathroom I O Kitchenom ttttt ` En Den _ Stair Hall C . war 1 a o c Md -------------- Pan..... .-7- 3 Car Gar*e .. . ..................... d. �J ---O , .- gd z TT I >�---.._..__..__...----orb.—"----'---- ---r--°--->�------.._—_..___...�cs_._...---..._._...----....----- --._—... _.•'°' .-----'=--—-----.. O 126 1- 4 � 1 1 rL S V GRAN ����� 51 - �t rc_sl• Y-18- Y-q' lo'sy' wo' �u`w i N i - ------ -- --- --------- - s Master Be¢yoom 1 t ._-.....-._.____._- .__ --__ _ I _=___ _ -________ .......- ..._____-_ o i ..w . -a � x LU LU o, _Ter MasterCI Eli i II 1 I i m i Hi> l+ O Ez:)i i i M ter A 5 I _ _ '„� q I' CI set ar n -................. I : o ;. - : i ---- -"'--- - - ---- - - - 'v aster Bathroom I ----- - v TClrtchen i ° ----- -----` Entry i a O L a.:.i- -- gip. I I-I i :� �<:g.. ;'j_ k i Deno ❑ ❑. - - 0 �' Pwdr 2 - _ CS OR - wdr 1 _. • i - - ----�I�Mndroonr- - - i� o (� ---- -- ----� - SON ---- �--- --- lit i P 'p .._._._..-...-.______.__._.._.__._.._--- ..----------.-....-._..................... 3 Car Gar e OCC n C .---.--.-..-.--.-..---..... LL ------------------ L O o N M .IP r4 - �gws _____________________________________________� �A_l i Lu i e --------------I----------- t L^ C o__I____________________1 1 A_________________________q I_______________ ___ q Laund C� I I I ------------ Beeddro'om edroom.3..: O q Bedroom 4 a I _ i Ba^hroom MOL v -- -- I ' ---------------------------------------- N v I I I -------------------- ---OA--------------- ---------------- I �I Bvthroom 44 - -�- -- - V '9 4 Le-� G Upper&©incise I i v � zl © \ i VLi I : . I , O edroom 5 LLJ • '� © 'room �i I ....................... � I , I ,_17 s.ol,�vn n�o I :=ems - — ------------- ----------------------- w z , --------------------------------------- jtlut s� _ 'LU _ v - u� r mr ------- ---- -------------------------- 4 ' ,> --------------------- al ____y------ r b__ __ -O� I abil AwYmrWNerpreofvq at BluaAena Dxb n.x F I I v L____ 1 - r 1 . -- -------------------------- --------i------------------------}---------- -------- Lai- --4 P r_____ _______ _______ ____. . • C ------ 1� LU FLU L- i a' s� �s �=f I , Lof uooe •e�r.00- cEDAR5NINGLE— y LAP wER RIDGE—L m I FF I cc O O O ° • � ' RED wE BRE ----- ---------- « - VT'QVBLFILING ON----- ' v 1X FURRING, Q '_ -e p _ ___ ___ ___________________ ----- _ - -- ---- m$ 9 - Pool Cabana 4 Kltch nette FlU.FLOOR ONa�a PLYWOOD 4 SU OR LE ENt �i E EL FOR P.T.SILL.vv TJ K _....----------- -- FDI ----'- - .- r 54 Rsx rlaoeEL H)SE� eo Rao sP I ��� e I l L ' I-VT'P.T.SLEEPERS W/RIGID REINFORCED CONL.,I--R INSUUnON ON LONG 5IAB CANL.RAZED MOSiER BARRIER. : . I : L a � ON a"Mw.GRAVEL B/SE III II E----------------------------------_--------- � I _ � S GAS�S�P aka s'- .II II Ilrb II II - a'-e}' a-T}'a II III II IIep II II II II II II II II III II ` -. _ ' II III II II II II I I I I I I I I I I I I III I I � II II II II II II I{p_oJl II III II II II II II II II' II III II II II II II II R II II II III II II III II II II II II II II II II II OI II • II II II II II II II II II II II II uWu u u u u u u u u umu But 11 1 j - — C A= Q nL - — L - - v� SDI°:I/T'.I�p ASSESSO REF.: 4• �Y - Map 070. Parcel 05-004 I ��- � l y 'i r Ox9 22rJ - P1 OVE AY DISTRICT. lnba&s. Grand . Island Drive 12x4 A Aquifer Protection District PI.(, E ua P nns Watershed' -- , , �^�1yw�.,fo�iF-GI�(SpID t51.►MD�� •^� l 1 FLOOD ZONE: ' N 74'4 43-E t3 / r ` \17.85"� Zone% I ry1 • p 1 Community Panel No. at ..•�3PJ "'Co i 4 ot ohs/p ,t ) t t #25001 C 0756 J I. � ♦1r7. �` YR �'s'j� b9 } er y ! 1 July 16, 2014 flI 41.2' ZONE: LOCATION MAP: Scale I"= 2000't L Proposed ! Area(min.)87.120(RPOD) Paved Drrye ' Fronlage(min)20' - .`(I1 Width(mt) 125- I,I Proposed M IO0%Reserve to Setbacks: Paved Or"" 22 41 Front 30' en , 1 I M-r ' a I; � Side 15' . +� 6 Rear 15' Proposed i • 11, '.rePfic Tank f N. ` 0 Min. DIRECTIONS: 1\: l f I1.(Typ,) Proposed -pit k Fr Myonnis - Take Route 28 into Oslerville; At 31NZ the lights by White H9n Pantry take 0 left onto Oslerville West Boms(oble Rood and follow to the en tl; Take o left onto Main Street; Take o right 677 onto Porker Road; At the stop sign take a right Plumbing - X onto West Boy Rood. Becr left onto Bridge Stree(, •�-- F, DTE j Proposed ' and follow to the Cale House; Continue Straight (SEE NOTE 10),,2 Sty w/f Owelling,j.,,5 Dnd stoy Left onto Oyster Way and Turn Right ,f578 2 1 onto Grand Island Drive. Site is on the Leff A578. FF 24.5' 21.0 v� L• 1i1X 6 22 I Proposed Pr000seC �. o -'25.9' _ . o Proposed 20'X 46' Pool cCODano Pool Fence X' Q. i D { ' Bench Mork c° CB/DH 1 `BiDH PERC TEST: 14,628 - I Eler. 2P.86' S PERFORMEDBY:CIIARLES ROWLAND.El I'.SULLIVAN ENUINE KING SOIL EVALOATOR NO.13586 A ' WITNESSED BY.DONNA MIOANDL R S.•TOWN OF BARNSTABLE • 1 s i QIyS a DECEMBER 20.21)W, Lot 185 B wi`D� SITE PASSED -{ I - i LCP 15354-12a PO I Cal Areo 52,SOB SF I 12' lz' 70 _ TEST HOLE-.I F:L.22s - TEST}TOLE-2 FL.2zs r'+'20' e.+r-�• f1 POlh I 15A' - 10 A'EIAYER 10YR611 A)F LAYER 10YR6/1 Ga pa� 1 sJ' '�f GRAY GRAY f 5V0e Rom% 55tO 1 IJA-. MEDIVMSAND 2LS 0 MFDIVMSAND 11.3 Q1 �IO/D/ x nli I(Oc1 Bw IAYERIUYR 416 Rw'IAYFR IOVR 4'6 6 / am 1' s DARK YELLOWSSI I BROWN DA RK YFLI!)WISI{flROWN 1D� %l: At 20"1 MEDIUM SAND 20.8 20• MEDII IM SAND 20.8 I I CI LAYER I0YR616 ♦I CI LAYER BY R coi r BROWNISH YELLOW BROWNISH YELLOW j �y`^ MEDIUM SAND 36• MEDIUM SAND ,7,8 20" PERCTF,ST Sox C2 LAYER IOYR S!' 25 GALLONS GONE IN 10 MM. VERY PALE BROWN , Bench Mork t09,21 e~-- �I rid 6T PERCRATE42MIN.7N:LTAR-0740j'3 I"-1 FINESAND II., CB/Dh _-4 57,0O C2 LAYER I NO aRnDItD WwTER FNFUt'MERF.0 Flev. 21.31' I i t -- , VERY FINE SA PALE BRND W" •_ g7.00 - I..i _ _ Il is � n5.76' NU aR(iUND-W�TEk ENMUMFAED B/O t y N 6a2749 E^ Richard Pn.Witthon Tr. Plan View Scale 1"=20' LESTHOLE-3 _ `tL.:i.1 __ 1 ES I'HOLE-4---F�.22.I -~ - A/F.LAYER IOVR 611 M AIF.LAYER IOYR&I GRAY GRAY t2' MEDIUM SAND m.1 In- MEDIUM SAND i L., H.IAYER 10YR 4M Hw•I AYER IOYR 416 FF 1 DARK YELLOWISH BROWN 11ARKYEI.I'-".HR'- 22' MEDIUM SAND 21V IB", MEMIJM SAND __ 2U.6 See Nofe 6(fp.) "`-- f.0.EL 725'•- •Fina1 Foune .1.. -Ts ur. FG EL 21.5'3 F.G.E(.12.52 { fin•:. -Ldadino/eA Wln landscape Plon ----- -p -� --- - -�-� CI LAYER IOYR.6 CI LAYER IOYR 6W HROWNISII YELLOW ( BROWNISH YELLOW _ MEDIVMSAND 6D•I MEDUM SAND 71. Flo.EouJrze.s - 22"----PERC TEST 219 C2 LAYER Ir YR 83 CL 202' -As Reaueed _ BROWN ` ' 25 GAI LON GONE IO MIN. II VERY PALE msloetr To 2000 Won ,- / W PERC{RATF.'2MIWIN(LTAR-U141 ILL I32, FINE SAND 111.1 Lan!m Prior CL..z c - --..- �.-�•-- 2 Conp9rlmenll, •� '- - _ C21.AY1.R IOYR W.,'-•" Ni'r,RTrlrNnwwTFhTJT TitTNTFJiFF To MY Bork Seofi,Tons 1t J"5 _11. O-.tlox I99e_ - Tan F1 196C• VERYPALEBROWN -20 SEE NOTES II&12 _IRe N-20 --a_sl'.N;:t 13;'�_ FINESAND 11.1 Nrt(iRrn:NDWAIER ENC(1UWERF.D i BeIn I I ee an Cno D ornnO-'s- - M 20 _se Bsnkn9.'T's. - t Ins➢ovi-Par. If Encoanl-at Remove&Replace &Ron-, - All Bnsailoole Sons wRhrn 6'of r as Per Title 5 .The Outer Penmeler or The Splem: - vne»alai DEVELOPED PROFILE OF SYSTEM Per test Noe J NOT TO SCALE - SEPTICNOTES Mvr .- -Canoal.d fit _--- rxtw -I.I.outim of Vltlniu Shown on This Plan Arc Apptas.At Lus172 Houu elO ' - y�'roO Prior to My Exc.,.tim For This Prauc,theCmv.ctw Shall iN.ke [� m. _ the Rcquircd Naiiliuum to Dip Safe(1•XNN-?4.5.72??]. 'P.v Slon/n 2.The Cmoe,on,is RcyuiM to Secure Approprille Nr000s From To- H-20 I J/4-_.r sn, Apmcin For Con-um Dcrincdhy This Pisa. LEACHING T oousle lebsnm 3.whc,.-Sewn Lina Most Cme5 Water Supply Lines Bob lines Shell - CHAMBER >. srO"O Bc Conso"ofCI.n150 Pirasure Pipeutd Sh,II1b Weee,T-dlo A..-W-ottlen-In Gmeml.We.,Lines Shill be Convon-d o, Cmrdin.lim WIt11COMM W,1 r.and Stoll b.in Ace dmco. - •5T'-ld' - Wnh24RCMRL0D-7A0&31ltCMRl5.no CA Minimum of 9•o(Corsr is Rsn,on,d fo,All ComPmmts CROSS SECTION OF CHAMBER S.All St.,.-Honed Th,m Fmt or Mme a,69mem _ IO Vehi,,I,,TrnRe mhe 11.20 Losdin It.I is the En -', NOT TO SCALE R-on-J.hm thei H-20 Alws)s be Usn1. 6.1-11 Wtesbphl Runs snd Caren to Within A-of Finished Code Ova Scpuc Tenk Inlet snJ sxtllc5,6I4n.and T1nc L<.chtnp Chemhn All corers uc tohe..slmum.18-for encrele or 24•Cut Ism. DESIGN DATA 1.Septic 6rstcm to be In l.11ed in A-oisou With 310 CMR 15.00& 54,1.1-ih� 2.RGMR Lix)-7.1la Lamsl Resiuml end the Town of B4msro61e 10-e odtl4GPD Bo,of Heath Repul.Ums,. N.Oab.e.1•vurdv st All Pity p tics h:4b PVC n Doh Oiw C-Wes 9.D•B4x Shell ll M mum lnmdc Di.ennon of 12•snd.Minimum rh<.SWa GI2C®psnmm,.SeprtTW $mny a(G r LEACHING AREA t0.Pl4mhi gE Pu pShelf Le to,Ceheno or Buemmt FWw-1,-No ./ F11(-5 ` DedlmmsI.23.ofDcstpn Ft-Pomp 51.I1 bcs Gnndn RmpvnN I IIo UD In 74(LT.AR, T12SP Rr -t Sidsw.11•2(L`q'•JSa12 la)SF Dis.2terpe Flow Rele Camplyinp wvh Sl.te PlumM1mp Codc Septic Tenk J e e y\t+ Bomv Ar[111`.e,e 0) I.89 SF ShAl he M.H.Comp.nmenl.s SpwtmN B.I." \ f`�, -1-d-1fs2110st.1 GM, II the Sephrehm On-11-the Septic Tenk Intel.end �d - Gmicn Shsiilee No oo-th,Fthela Line Depth.lolet Tece ShU E-d tend LEACHING CHAMBER DESIGN a Mmlmom of 10•&low�lhe Fbw Line(suael Tees Shill Extend Id• ' I'ip+m k&bcMk4n Hot-he Ft..Lme,.nJ Shill be Ecopped WA,On Beffls: :a k(. 1.. F,�� D.c4rotl Grim L..ch,ny I2 Scpna T.nk sluu 6c.2.ruRl GeDm.u,lA 2cosnpanmmu i I's 1 +'1 t !i'nbo.m.l2.et x42 Dmtbtc The Fill Compenmenl Shdl Hnee Volome of No,L-Theo q I Wuhcd So-In. �'' + C � 3•( I, Gellmsend the Samd of Nut Len Ilan 550 G.Ilma So,- nO- The C-IN-rnu Sh.11 be lnurcmncctcd by a Mmimum 4"0 TTT` Ven 1d11n5e l lsheped his,with.G.,B.me no m40uue11 "T'°L "•!4 •- 13.All jotntsuso-ung p5peso,faond.6mt unk dfios an bed SAS-to "` S,.led with hydtee6c eemrnt SJf;k�,l r i J lncreose Pool la 46'- Add Pod Fence rt0/9/79 v t Revision:,U-t ed Pool d•Cabana Locolions - ---�9/3/19 -- ' e TITLE., PREPARED BY: PREPARED FOR: NOTES: Site Plan tT Proposed Improvements p € P At Slllhvlan er e urad Kristen L. Whitaker, l ) The property line information record Shown was i Kristen L. Whitaker Revocable (rust compiled from ovoiloble record in formation. m 7 Parker Road rq Oster MA 02655. '+ 1 m9 e.4ew'�.e.•d....m...ems, ---- 30 Woodcliff.Rood 2.) The topographic information was obtained 578 Grand Island Drive ...�.- � ).Ta-J99.(50B).20-J995 In, from an an the ground survey. peaur Acap.aoe.n.1 Wellesley, MA 02481 -,+ Barnstable (Oyster Horbors) MASS: -- -` J.) The datum used is NGVD '29, o/fired mean c p D all: JOD Field. WK C7R )OD I V - /_ / 20 0 10 20 40 B0 sea evel datum. S DATE: FtFt( SCALE: Review. CTR -- ' C p./Re w` "f/CTRJuly 29. 2079 20' Project 9BI01 Project: Wyatt World - ---- ------ I r i ASSESSORS REF.. Map 070 Parcel 005-004 _ 22x3 �2ax - OVERLAY DISTRICT: 20x91 rive r bow Grand Island �: _ Dr► 22x4 - AP Aquifer Protection District 20x7 - - Ed e2&3Pavement Estuarine Watershed „, •,F '` " a ' �. N 74 4 '43" E D�y FLOOD ZONE: "s / r17 F l S� h Zone X �T cono i Community Panel No. w o pool ' / #25001 C 0756 J July 16, 2014 < / �' fr- flti�iii cs.9�r 41.2' / nH_ f fl LOCATION MAP: ZONE• o Scale: 1" = 2000'f _.. 1 RF-1 Area (min.) 87,120 (RPOD) Paved Drye Frontage (min) 20 1YQ N3 Width (min) 125 Proposed _ '"= 00� h.F- Reserve I` Setbacks: Paved Drive '' ? cn 0' Front 3 Side 15' n N o Rear 15' _. Proposed -• X N eptic Tank o M 18' DIRECTIONS: �: Min. _� - (Typ.) f Proposed o •c `, From Hyannis - Take Route 28 into Osterville; At D-Box N Zi the lights by White Hen Pantry take a left onto Osterville West Barnstable Road and follow to the w tQ end; Take a left onto Main Street; Take a right onto Parker Road; At the stop sign tdke -a right Plumbing ; 1 _ '` onto West Bay Road; Bear left onto Bridge Street, Can'tinue Straight w Ejector Proposed and follow to the Gate House, g SEE NOTE 10 'Sty w/f Dwelling 2,c3 and stay Left onto Oyster Way and Turn Right 49.9' i ( �)` #578 2 onto Grand Island Drive. Site is on the Left #578. ` FF 24.5 N rn 21.0 1 n 22 Cn 0 25.9, Proposed Proposed low- 15 o Proposed 20' X 46' Pool i V Cabana Pool Fence x Bench Mark o c6/DH 5111Aoti PERC TEST: 14,628 .� Elev. 21.86' Fnd PERFORMED BY:CHARLES ROWLAND,Err- SULLIVAN ENGINEERING SOIL EVALUATOR NO. 13586 A• 21� 1 WITNESSED BY:DONNA MIOANDI,R.S.-TOWN OF BARNSTABLE 21� feOre / DECEMBER 29,2014 Lot 1$5 SITE PASSED LCP 15354-124 Post Lot Area 52,508 SF '/� 26 1 10 12' - 12' ath 15 TEST HOLE - 1 EL.22.5 TEST HOLE - 2 EL.22.5 `2(1' Ct P d „ �) A/E LAYER l0YR 6/1 A/E LAYER 10YR 6/1 9 G emote �05'3$ GRAY GRAY 12" MEDIUM SAND 21.5 10" MEDIUM SAND 21.5 - -21 _ - __ EXto be i r '' S (►�{ Koch Bw LAYER l0YR 4/6 Bw LAYER lOYR 4/6 1' DARK YELLOWISH BROWN DARK YELLOWISH BROWN 2 - 2019 MEDIUM SAND 20.8 20" MEDIUM SAND 20.8 Cl LAYER 10YR 6/6 C 1 LAYER 10YR 6/6 BROWNISH YELLOW BROWNISH YELLOW MEDIUM SAND 56" MEDIUM SAND 17.8 20" PERC TEST 20.8 C2 LAYER 10YR 8/3 CB 25 GALLONS GONE IN 10 MIN. VERY PALE BROWN Bench Mark 08.2 Fnd 60" L PERC RATE<2 MINAN(LTAR=0.74) 17.5 132" FINE SAND 11.5 CB DH 57.00' C2 LAYER 10YR 8/3 NO GROUNDWATER ENCOUNTERED _ VERY PALE BROWN Elev. 21.81' 132" 11.5 FINE SAND - 97•00 NO GROUNDWATER ENCOUNTERED cB/D�y 45:76 �Fn . N 64`2� 49 E Richard P./Callahan Tr. Plan View Scale 1"=20' TEST HOLE - 3 EL.22.1 TEST HOLE - 4 EL.22.1 A/E LAYER l0YR 6/1 A/E LAYER 10YR 6/1 GRAY GRAY 12" MEDIUM SAND 22.1 10" MEDIUM SAND 21.3 Bw LAYER 10YR 4/6 Bw LAYER l0YR 4/6 DARK YELLOWISH BROWN DARK YELLOWISH BROWN F.F. El. 24.50 22" MEDIUM SAND 21.9 18" 20.6 See .Note 6 t MEDIUM SAND * * F.G. EL: 22.5'f YP• C 1 LAYER 10YR 6/6 C 1 LAYER 10YR 6/6 F.G. EL. 22.5' Final Foundation Grading To Be F.G. EL. 22.5f .BROWNISH YELLOW BROWNISH YELLOW Coordinated With Landscape Plan MEDIUM SAND 60" MEDIUM SAND 17.1 rl Flow Equalizers 2 " PERC TEST 219 C2 LAYER l0YR 8/3 EL. 20.25 f As Required 1 25 GALLONS GONE IN 10 MIN. VERY PALE BROWN Installer To 58" PERC RATE<2 MIN/IN(LTAR=0.74) 17.3 132" FINE SAND 11.1 Confirm Prior EL, 2000 Gallon To An Work 2 Compartment EL. 19.75 Top EL. 19.60 C2 LAYER 10YR 8/3 NO GROUNDWATER ENCOUNTERED Y Septic Tank 1 1 D-Box VERY PALE BROWN H-20 H-20 EL. 18.98 132" FINE SAND 11.1 SEE NOTES 11&12 Gas Baffle 18.60 Leaching NO GROUNDWATER ENCOUNTERED To Be Installed On Chamber H-20 �� ac 16.60 Bedding,"T"s Inspection Port, If Encountered Remove &-Replace o & Baffels All Unsuitable Soils Within 5' of Ln as Per Title 5 The Outer Perimeter of The System No Groundwater Per Test Hole 3 DEVELOPED PROFILE OF SYSTEM NOT TO SCALE Finish Grade SEPTIC NOTES 3' Max. 9" Min compacted Flu Filter 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours Fabric Prior to Any Excavation For This Project the Contractor Shall Make And/or the Required Notification to Dig Safe(1-888-344-7233). 71 1/8 - 1/2 2.The Contractor is Required to Secure Appropriate Permits From Town Pea Stone 3' H-20 Agencies For Construction Defined by This Plana 3/4" - 1 1/2" LEACHING Double Washed 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall CHAMBER stone Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to Assure Watertightness. In General,Water Lines Shall be Constructed in 4' 10" Coordination With COMM Water,and Shall be in Accordance 12'-10" - I With 248 CMR 1.00-7.00&310 CMR 15.00. 4.A Minimum of 9"of Cover is Required for All Components. T RO.SS SECTION OF CHAMBER -- 5.All Structures Buried Three Feet or More or Subject .. j to Vehicular Traffic to be H-20 Loading.It is the Engineer's NOT TO SCALE Recoinmendaaon that H-20 Always be Used. 6.Install Watertight Risers and Covers to Within 6"of Finished Grade Over Septic Tank Inlet and Outlet,D-Box,and One Leaching Chamber. All covers are to be maximum 18"for concrete or 24"Cast Iron. DESIGN DATA 7.Septic System to be Installed in Accordance With 310 CMR 15.00& Single Family 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable -5 Bedroom @ 110 GPD Board of Health Regulations. No Garbage Grinder 8.All Piping to be Sch.40 PVC. Total Daily Flow=550 GPD 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum Use a 2000 Gal 2 Compartment Septic Tank Sump of 6". LEACHING AREA 10.Plumbing Ejector Pump Shall be for Cabana or Basement Flow Only-No Bedrooms/<25%of Design Flow.Pump Shall be a Grinder Pump with 550 GPD/0.74(LTAR)=743.2 SF Required Discharge Flow Rate Complying with State Plumbing Code. Septic Tank Sidewall=2(12.83'+42.0)2'=219.3 SF Bottom Area=(12.83'x 42.0)=538.9 SF Shall be Multi-Compartment as Specified Below. Total Provided=758.2 SF(561.1 GPD) 11.The Separation Distance Between the Septic Tank Inlets and Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend LEACHING CHAMBER DESIGN a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" All Pipes to be Schedule 40. Below the Flow Line,and Shall be Equipped With a Gas Baffle. Use 4-500 Gallon Leaching 12.Septic Tank Shall be a 2,000 Gallon,with 2 Compartments. Chambers in a 12.83'x 42'Double The First Compartment Shall Have a Volume of Not Less Than Washed Stone Field as Shown. 1100 Gallons and the Second of Not Less than 550 Gallons. The Compartments Shall be Interconnected by a Minimum 4"0 Vented Inverted U-Shaped Pipe with a Gas Baffle on the Outlet. JCHf#C' 13.All joints connecting pipes to foundation,tank,d-box and SAS are to be c I Sealed with hydraulic cement. Increase Pool to 46' - Add Pool Fence 10/9/19 Revision: Updated Pool & Cabana Locations 9/1/19 T/TLE: PREPARED BY. PREPARED FOR: NOTES: Site Plan Proposed Improvements EngliaCering& CapeS ury Kristen L. Whitaker, Tr. 1.) The property line information shown was z 7 Parker Rood compiled from available record information. Suffiva� ConsultiII Inc. Kristen L. Whitaker Revocable Trust At MA Osterville MA 02655 Q / cso� iic` i ww � �' ° 30 Woodcliff Rood 2.) The topographic information was obtained sed0w578 Gran./ Island Drive corn (508) 4�0-3994 (esur 42 pecod. fax from an on the ground survey. capesurvC9�capecad.net Wellesley, MA 02481 ,y Bamstable, y ) Mass.0 ster Harbors 3.) The datum used is NGVD '29, a fixed mean Draft: JOD Field: WK/CTR/JOD 20 0 10 20 40 so sea level datum. DATE July 29, 2019 SCALE: 1 » = 20 Review CTR Comp./Review: WK/CTR Project: 98101 Project: Wyatt World