Loading...
HomeMy WebLinkAbout0108 SEAPUIT RIVER ROAD - Health Qsterville A 070 - 005 _ 002 i' 0 (®� TOWN OF BARNSTABLE ° LOCATION VVL-r SEWAGE# 2ffl "'364 VILLAGE 0ATt&1/•`le_ ASSESSOR'S MAP&PARCELQ`70—WS—CO INSTALLER'S NAME&PHONE NO. h 9 v SEPTIC TANK CAPACITY LEACHING.FACILITY:(ty tl -10 (size) . NO.OF BEDROOMS OWNER , PERMIT DATE: qJ 241 IJ C MPLIANCE 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 �.. �, � vt r y� 14W . No. Fee t THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftPhCation for vsposal 6pstm Const union Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. �'(t%� � t �Cof gs, ,�� Owner's Name,Address,and Tel..�No. Assessor's Map/Parcel � u ��" �`� P0 Installer's Name,Address,and Tel.No. ;bkv 41 Designer's Name,Aci ress,and Tel.No. 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 q t Number of sheets Revision Date Title !troill Size of Septic Tank q5t Type of S.A.S. Jvu 6A OLL1,11AV) EV I q4- ANA, Description of Soil Til o —iIOU Nature of Re irs 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 Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boar f ealt Signed Date Application Approved by61 Date r Application Disapproved by Date for the following reasons on e2 on F- Permit No. Date Issued K� all Fee , THE COMMONWEALTH OF MASSACHUSETTS Entered inc mputer: Yes 1; PUBLIC HEALTH DIVISION - TOWN`8F BARNSTABLE, MASSACHUSETTS Tipplication for Misposal 6pstem Construction joPrmit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete Syst m' • E]Individual Components Location Address or Lot No. �Q� �u+ v - Owner's Name,Address,and Tel No.;r Assessor's Map/Parcel ;_ , tuft (, 0/1 1� �^ t Po Installer's Name;Address,and Tel.No. qt, Designer's Name,Address,and Tel.No. Type of Building: K DwellingNo.of Bedrooms Lot Size J�� � ��(•) sq.ft., Garbage Grinder( ) A Other Type of Building , No.of Persons 7 Showers( , ) ,Cafeteria( ) f' Other Fixtures r ' Design Flow(min.required) �j�� 6 gpd Design flow provided gpd Plan Date q ti Number of sheets Revision Date it Title h Size of Septic Tank r•U('J Type of S.A.S. Description of Soil i 1t fLL ^ n INA Nature of Rep irs or Alterations(Answer when applicable) Y + 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 Boar of Hea-lth - Signed !'J� Date Application Approved by _ Date Application Disapproved by! Date for the following reasons Permit No. 0 ILI Date Issued -------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS F BARNSTABLE,MASSACHUSETTS Certificate of Compliance 1 THIS IS TO CERTIFY,that the On-site Sewage Dis osal•s stem Constructed Repaired Upgraded ( ) 4i Abandoned( )by %o / at 0 a + .t( has been constructegd in accor ce �j with the provisio s f Title 5 and the-for Disposal System Construction Permit No.620+ / � 'dated I Installer / Designer #bedrooms C� trir Wti Approved design flow A Q L t gpd The issuance of this permi shall not be construed as a guarantee that the system wil(func•on as designed. Date Inspector ~ {4e -------I------------------------------- No. o�0 — C/ Fee C) THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at f�� /J U` t tna 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. n � l Provided:Construction must be comp ted within three years of the date of this permit.+' I ` � Date Approved by, "(IIIJJJ� Town of Barnstable Inspectional Services .� Public Health Division t�vsrae KASR Thomas McKean, Director f6?9 pis 200 Main Street,Hyannis,MA 02601 ' Office: 508-8624644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 5iLq Z0Zr-'1 Sewage Permit# /q— 1 c�2- Assessor's Map\Parce107') OUP--13 Designer: S­\\;\n Installer: CIL 7- C- Address: ?.y, N I�`1 *--- - Address: Ac ,M4 o2�- �7 k -- On Z was issued a permit to install a . (date) (installer) septic system at 0 S64 �- ���er �b,� based on a design drawn by (address) Sol "_\ dated Z ION (S- designerry As Ou-1V nil6ilznzC3 tZo-tQra3 eY6L.- 0316AI2o zv--an�lsr err 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. :~, certify that the septic system referenced above was installed with major changes (i.e.' r 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 out (if required) was inspected and the soils+-, were found satisfactory. s"�'`"''�'` . I certify that the system referenced above was constructed in co m fiance with the to rms of the a ers (if applicable)-. jH OF Af4 JOHN C. tiG O'DEA m cis CIVIL Installer's Signature) No.4sasa 9 90� FG/STER�� Fss/ANAL ` ( esigner's Signature) (Affix Designers-tamp Here) I PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND A& BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. WoAdeptAHEALTMSEWER connecASEPTICOesigner Certification Form Rev 8•I4-I3.DOC . F NC �O v Fee v THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN}OF BARNSTABLE, MASSACHUSETTS application for Misposal .6pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. jc6 5&V j.--t P t VIAP"' Owner's Name,Address,and Tel.No._ Assessor's Map/Parcel c`,J-W`i OS tJ t�� br"a"� r-. Y6 Installer's Name, /Address,and Tel.No. Designer's Name,Address,and Tel.No. '),)(I kro"`i &kIt t,<ey-t --) 7 - OVI Type of Building: 2 Dwelling No.of Bedrooms Lot Size l" 56,0 sq.ft. Garbage Grinder( ) Other Type of Building ©j\ (;a No.of Persons Showers( ) Cafeteria( ) Other Fixtures y� Design Flow(min.required) "tom gpd Design flow provided N gpd Plan Date 3 iLI t2-0 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) '' +� GT'C�I Et' iN jjtt i.Q.d 1 t/\ mot f V\ t) L_7 QC Tt�° p i✓mjo J,6 ,j-)4C' fi,/'i- Date last inspected: 3, Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of heal r—SiRed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. cr Date Issued f,� --------------------------------------------------------------------- --- ---------- s Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: L/ ' PUBLIC HEALTH DIVISION -,f6 OF BARNSTABLE, MASSACHUSETTS Yes application for Misposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ), Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Id+j 'sea u F t A%V Owner's Name,Address,and Tel.No. Assessor'sMap/Parcel -��r.�p�j-. Installer's Name,Address,and Tel No. Designer's Name,Address,and Tel.No. ' �]�,y C.F ���`�Ct,�t'�5 )c}l�t vCe r�7 �-r" I1rt:'tr t -•� Type of Building: , ) Dwelling No.of Bedrooms (J}� Lot Size ") sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( .) Cafeteria( ) Other Fixtures ,-- Design Flow(min.required) 1// gpd Design flow provided N1,4 gpd Plan Date 13 t y N-� Number of sheets Revision Date J Title < Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Ad d, t d{1 oo-o L-j . ket(�1,,�b;-A face t l I�1 �-tj ct c h fn,��el�� �wt GC tW �lJ�✓1� 1-e.) �.s�/1�r�' �i'�-1`�/`"""7 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 of f fealth. Signed Date / /r- Application Approved by`�.. ��a �--------�--•� '�, Date �i/`l"`s� Application Disapproved by Date i for the following reasons ' Permit No. r 't �J Date Issued ! a /0•-; ---------------------- ----------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Crclf�TmsC Certlfirate of Compliance IS TO^C/[hRT FY,that tt e O site Sewage Disposal system Constructed( ) Repaired( - ) Upgraded( ) Abandoned( )by `)►f'✓ at 10'A 4u'Y,0V I t t�`W , (���'{P(�V1�'•Q has been constructed in accordance P� P Y Iq /t, . M with the provisions of 5 and the for Disposal System Construction Permit No.� -5dated- Installer Designer #bedrooms /} Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function ads,�designed. Date � rQ/ 0 Inspector 10j 1.A ly _.. _ _. . . ..... ._..... --- ------- No.c�SJ,/_)o '665 Fee �� I THE COMMONWEALTH OF MASSACHUSETTS ` N_11ce? 06IPUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstrm (Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must-Abe/coompleted within three years of the date of this Cby._ --- - Date / `�'J � Approved �.�-�-�-- . .D�' da ,�`71 U.I. Town of-Bar�l�ta.bie I'��` �' peparttteut of Regulatory Servtc es ` . . .nit►tenwre i I�llUl1L' 18d�{}1 U1V1510I1 Date �+'"� tTl 17 111AB3 m• p 6O. " ZUU Maiu Stteet H anuis MA 62GU1 �/ t—:e rFl1 t h U/ - f"a _, ./., i _ 1 �. Date Sabadule i_ G Tltna Il ee 1'tl. .�00 �, k- J =: Rn ►SWI, S 4 ..cbzI tt �1SS&v fiie�t�,fot�, ej e i ) s Z -—1L.,.-,I.;1.R'1:-,: a _ y `t . ..,,�-.,.-.I�.,.-,--,:.1�..-�,.�..�-..��"�,-:,..�---!fI.�,.fI.-.:�.".-It*.1�.,..-1"'��,-1-,.,.;�..1�,-,..I,�-*"—,.9.;.I,,,��1�.,�:.1..-.2�:1;.I.��,1.1L�-.-I.,_,t'I�.,'-i.����.!�-�.,7��.,�;,.�.-I_ Iri% Perfoni By (rj�`*Gl` � I �/� (/ �� Wihtessed By: a 1 / ` r " LOC TON&;.G�N1rItAl,' 1Ni ORIYUVON'. . . . : J L ocalloin Address b 8 3 , ��. j� Owner's Narne,Kot1 ' O51�reev. �,wt _ o L. Address. •3. Assessors Msp/Parcel 1 , CXhS d, ` Engineer s Name rjv,f1Vk; (,t ty�t�C - ' NSW CONSTItUC110N REPAIR n / Telepliono II$lL�' �,�a-�j�{ Land Use kCc4,? /ee�S C�,174- tl ( . J $lopes(46) j. Surface Stones Dislaoc'9 fiotn O en Water Body 5GD` ` i, Y R- Possihl6 Wet Area R Drinking VVe[er Well R �'., ' ;,DrnhiagelVay R -Property^Line -' , ft .Other {t. 51 1+;�I CH:(Stteet iiaine dlutei sittns of tot exact locations of test holes&petc tests locale wetlands it pro>tindty to liotcs) ._ ,: .r `.. .w k. . t^ r ♦ L. r . II ?— , r / ` m e uaD -+ 99 19.LJ 9t t i,WIoa 1 Ran 1 „` s ,Lsse�py�,.ur,e�tro r 0o9-90J - -- 264 LfP 19J91-te0 1 Seopv11 R—Rwe 1`\A 1 _'. II—IRoca 1 -0 .� \ ` J 1 '• 1 \ti LfOR Sam IL Rt-R f . - i N NOLGJB'PwEin2¢s-^cot - k , I / I 1 ",' _ 9 1 I , - 1 ♦ \.-: _ _ 1 Parent ritatenal(geologic) oi;�- ,--- _ Deplll to Berl-out( 01 fi c t Depth to Urouudwater Standing Water in Hole 1h�l1. ' Weeping 60111 Pit Itlloa:. 1ti`e-I I . .. , . ,Estiniuted Sea9unid Higlt 1 touadwaler DETLLM-,-,T-ON-Y OR SEASONAL,I' GH ATR rJtADU .. Method.Used,.:. lle 1. )lserved standing to oh.hole x to Depth In Sqh tpottlu9; t II1 DeNdt to tveeplirg fivm aide of obs:hole Ip tirtlundwtitn6r AtlluglilCnt {t r• , Index Well It Reading Datc htdeit Well levol «. , Ac�,`IhItnr A drnwidwuter Leval h 1//� .: , . . ,_ . 1LRCOLt,~1'1O ts' 1: 6410:-, _, !.tltue 1. . - UbservRlon ?. Hole It ,t - ^� ® 'I1111e at 911 . Depot of Pere r� . 12—U. i rhnent G' - --�- -�- Slalt Pre soakliine @ Pitno(9"G") r End Pro-Soap , .. . . . I. -• ., f I Rafe Miir/tuck .4 Z:a <' 42,,.,ti , yi l T" y V.. M r -S(te Suitalllity Assessment Stte passed Stte Adled Additional Testing Needed(Y/IJ) .-. . 0118111 l: .Pubiia Health plvislon' Obsm"diott Hole Data`I o Ba:Cotnploted on Dark II -i .. ' ; . t I`.�If l�e><colatlon test ts.to be contluctetl`itlihi 1001.oC tivetlantl,3Jou must flrSt nolil rite Barnstable Consel•vstioit Division at least ante (1).tiveek prioz to uegl�Iruu�, Q:1SEP'I'ICIPERCFORNLDOC - .. _ ]DLILI�.0-BSEILVATION HOLE LOG ' IJlule j Depth front Solt 1-lorizon Soil Texture Shci Color Solt• Other: 5u�face(hiJ (USDA) (Muitselq Mottling (5lnugture,.Stoues;Boulders. Co I tats[oil cv- %'l3rnvcIl c a d 141 DELI' 013S t itVATION MOLL LOG I�Cole�F Depth irons. Sui9 Ptoiizou Soli'rextute SotLColoY Stiil Oliter Surface(iu.) , - (USDA) (Nlwisell) Mott ling {Strtieture,Stones,Boulders. `. uns'slei 9'o rnv . rk Ap -�A JD l;l'Oi;l{:VATION 1IOLL LOGyole dt 3 Depth hoin Soil Ilurizon Soil'rexture Soil Color Soll, or 3orriice(lu.) (USDA) • (Ivtuuscll -. ) Mottllng, (SWalure,5lonos,Uoulders. . . Ciiuslsleucy 96 Qt�ych 3f j Al 13 LTV) to `CR KIT J0 1IEI' 0. SERV TiONIIOLE, LOG hole llepUi from 8oi 1ltliizon il'I'extute Sall Color hull Outer Surface(in.) �w`'(USDA) (Mansell) Mottling (Stigt tuts,SWites;flUultiaYs, �. s a sd� y G2 , . i l�luotl lllsui'tiui c I its Milo , Above 5UU year flood bololdary 140 Yes 4ViLWu 5UU ycv boundary IJti 1/ Yra_ 4 Within IOU eatfludd.boutiditr 1Ju: Ye5?T_ Y Y -<--= . Depth oL Nalurrilly Occurflug Penlutis Material Does at least foul feet of na tlraily,oeourring_pervlum utateriul exist in,all tu•6as Observed Lllruugiluut the area liroliosed Cor,tfie soil absorplloit system'r. Ye S IT iiot,what is the depth of ilriturally occurring p�rvlous inatel•lal'1 Cei�ll 6tiou J.o'itify that oti t! (date)1 have pttssed t(te soil evaluator Bxariuuutioil.appraved by the. '. Departtiacut of ivironmer4al Protectlou and that the above analysis was per fur nled,by ntt consistent with llic required(raining,CXp0C1158 and eXI)el'1011C13 deBCCli)ed Ill Id Clvlit 15.017 Signatlne.. . Data a aslcll Town of Barnstable P# �2-7 b Department of Health,Safety,and Environmental Services o,Im Public Health Division Date i I— 1_1 - 9� 367 Main Street,Hyannis MA 02601 i 9ARMABL$ 1MAFA .t - 'r� ►� Date Scheduled _ l I? Time 1 2 Fee Pd. j �``Soil Suitability Assessment for Sewage Disposal - Performed By:'F& E1Z Witnessed By: T• DUA11711 . I�( C1't'IO1:.&CC �iEIipR1VtAT () ..;..:.. _...... Location Address Owner's Name �JjO� �EAP�Ii�` 2.IISER 2a�1D (�/�UL V S r�rill LLE/ Address / 11 L PPE!-/1rLLG�j Assessor's Map/Parcel: 70 Si Engineer's Name . s U��v�NG/1'c-/r✓�rrN�- /mac NEW CONSTRUCTION �_ REPAIR Telephone# ra$ y 2�_ 3 y Land Use U N Slopes(%) D-dr Surface Stones A162 Distances from: Open Water Body PO ft Possible Wet Area /yd Rt Drinking Water Well / ft t Drainage Way .&IZ ft. •Property Line 40 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) . s 5100ll m"W 154.70 C.®. 6tr L. C. No. 15J54 Cori. No.?664 O h W F � � N t • ` tibVti 138 Nha pH: y `B 200.05 a=- n s ' EAPUIT�� Wid) Parent material(geologic)04/7`U/A$/1 �GA/IV Depth to Bedrock — Depth to Groundwater: Standing Water in Hole: 6?WP,/?/7" Weeping from Pit Face Estimated Seasonal High Groundwater LESS fihAA�IEG • O��v� .. .. ... .............................. O A >HIGH.i'wV:T Y2.TA T ............... NA-TJOI�i, ':OT2:;SEAS....N..... .... ..........:...................................................................... G Method Used: '1diy/V dF i�rll-stAC3 tri-Y?7LG 1�/�7�V' /�� Depth Observed standing in obs.hole: 1I/D4YE in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: A1&1116; in. Groundwater Adjustment .•Index Well# •Reading Date:_. Index Well level.. Adj.factor - Adj.Groundwater Level_ i . PEI2 C( _LATIUI�I TEST............ n>lie; f ;" rlb .I F : ..:> ............................................................................ ................ ;:.: :: :..... :.:s: :.. • Observation Ip Hole# Time at 9 Depth of Perc (1® Time at 6" Start Pre-soak Time @ vTOQ\A-)AaLH Time(9"-6") , End Pre-soak ��yy/// `- Rate Min./Inch //' 2- Per �/YG�f- Site Suitability Assessment: Site Passed Es Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back Copy: Applicant D1J) P OBSEIV,A't'tbl� Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.% 31, r pl NB /Y�Or�s /s,, E as10���t 0 y1Z 5 3 M Ea 15 yet- 6r0'W"- lS""� 3.7 W Es �n l0 y i2 5'/l 2-% YA FL- L7•yEL.C3RN 9 /20 C_ _ l0 Y2 bXVsrryc� rAirY DEEP OBSERYffl. N HOLE LOG Hole## Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % O a IEL 13►�ww 15 sq'` 13 � n `p ' 20 C �J_t.YL.rarAol D) E� Ol3SERATYON HOLE ,U(r Pole .. be from Soil Fl..... Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. 0 .. DEEP OBSERVATION H1ULE LC)G Hole#. . . . Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % Flood Insurance Rate Man• Above 500 year flood boundary No_ Yes 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 material exist in all areas observed throughout the area proposed for the soil absorption system? � 5 If not,what is the depth of naturally occurring pervious material? Certification I certify that on A (_ S (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 310 CMR 15.017. Signature ,�L Date �� 2 ASSESSORS REF": �r tee Map 070. Parcel 005-004 n f Tr. e Fence 6allahan post r &W Richard P� 154.70 � •�- - - OVERLAY DISTRICT: AP Aquifer Protection District S 51'05'38°'N t•' Estuarine Watershed v FLOOD ZONE: t Zone X t /7"" Community Panel No. s1 .y. L #25001 C 0756 J- - July 16. 2014 _,,I ✓,;.f< 9�3Y \l.;,°' i 7 � p _kltia 702 ZONE: LOCATION MAP: Lot 138 RF-1 Seale: I = 2000'f \ LCP 15 354-1 0 7 Area(min.)57,120(RPOD) Lot Are.43,560 SF _ Frontage(min)20' \ - Width (min) 125' Setbacks: > Front 30' Side 15' ' Rear 15 Nt \ - - Nt 00% o \ 47.3 .MIN. RESERVE - - DIRECTIONS: 1 °27.3'\ I _ 33'-6" - From Hyannis- Take Route 28 into Osterville; At f. 0'MIAL 1 o PROPOSED S.A.S. the lights White Hen Pantry take left onto O O 3\ Osterville West Barnstable Rood and follow to the �a 1 PROPOSED _ end; Take o left onto Main Street; Take a right 1 a 1 18'X38 'F onto Parker Road; At the stop sign take a right 1�U PDOL = on to West Bay Road; Bear left onto Bridge Street, 1 PROPOSED - and follow to the Cote House., Continue Straight L. _J . .O-BOX and stay Left onto Oyster Way and Stay.Left onto -20 - -PROPOSED Seapuit River Road, and Site is on the right, #108. O. _ SEPTICZ , Z TANK \"IPROPOSED ( }4'8 N PORCH' - to m ` 64.4' 08 PROPOSED \ DWELLING F.F.EL. 22 ,\ PROPOS PORCH PROPOSED o ` PERC TEST: 14,607 Op PAVED PERFORMED BY:CHARLES ROWLAND.FIT-SULLIVAN ENGINEERING DRI VE SOIL EVALUATOR NO.13586 WITNESSED BY:.DONNA MICAH DI.R.S.-TOWN OF BARNSTAB LE q DECEMBER 29,2014 rn - -- - SITE PASSED SE TEST HOLE-l EL.19 s VEL Bench Mark- TEST HOLE 2 EL,19 s sr'+ - C8/0H - 'A/C LAYCR IOYIi JII AT.LAYERIOYK34 •S� N - VERYDARK GRAY VERYOARKGRAY o ' Elev. 21.86' 10 .:10AMY SAND HIT 12 I VAMY SAND 18.5 I i H LAYt:R t0YR.5(6 B lAY1:fi IOYK SI6 • YELLOWISH BROWN YELLOWISH BROWN. o M• 30 .:.'.'LOAMY SRIJ9': .. 170 32 .'LOAMY SAND'... 96.F Cl LAYER IOYIt 5/6 CI LAYER IOYR 516 I YELLOWISH BROWN YELLOWISH BROWN 3 j COARSESAND 48" COARSESAND ISS �,Q I Bench Mark 1 - PERC1 LS1 17.0 C2 LAYER IOYR 7/3 op I CB/OH ___ _ 25 GALLONS GONE IN IO MIN. VERYPALEBROWN �• De, 18.65' ---. - 4." PERCiiA'rE,2M[N/IN(LTAR-0.74)15.5 1.2' MEDIUM SAND 8.S 1 C2 LAYER IOYIt 7/3 -NO GROUNDWAIER ENCOUNI'[RI.D Roa VERY PALE BROWN rl 132" MEDIUM SAND - 8.5 NOGROUNtI\VAIERE COUNIERED Edge of Pavement paver - fl t Seapuit - - - - TEST HOLE-3 EL.19.5 TEST HOLE-4 EL.19.5 Plan View A]EIA elt'lOYlt3/1 . :.: -A/F LAY II: all WYK .V:VERY DARK.GRAY" .:':...:..VERYUARK.GRAY:...:.�::: _.-. '- -:.SCa7e-1y=2D' _ -. __-._._ _--_._ i..- _ _ _..__,�___-��_._-_-`_ 10 _._.�..:-:I.OAMY:SAtdD:: .":c.IB.i"'-��i0•_.._ �::1'._ORMY 5AN'J -.-...I A.] - -__ - __-" .....yrudWI51{HRoWN :.':.....YL'I:LOWIS11 BROWN.'::.-:.�:. ..:.::::_...............ND:. .......... ..............LOAMY. .SAN1............. 28 ':::LOAMY.:SAND':.. ::I].2 2R"::.�: -:.�IAAMY\AND....... ::17.2' C I LAYER IOYR 5/6 CI LAYER IOYR 5/6 YELLOWISH BROWN YELLOWISH BROWN -Fr , - COARSE SAND 50" COARSE SAND 153 See Note - 28' PERC TEST' IT2 C2 LAYER IOYR 7/3 (�� FC.�EL.2e.0•t - F.C.EL 20.00•-•Final Fountlatim Cmdin 6f To Be - 25 GALLONS GONE IN 10 MIN. VERY PALE BROWN oormvv Lo.dscope P/aa 48" PERCRATE'<2MIN/IN(LTAR=o74)15.5 132" MEDIUM SAND A.5 s C2 LAYER IOYR 7/1 NOGROUNDWA'fERENCOOWERED Flow Eq.RU.rs - - VERY PALE BROWN EL IB.o ,f As Rbquirsd Installer To - 1- MEDIUM SAND R.5 C.am,Jon., EL 1500 Gallon NO GROUNDWATER ENCOUMERED To Any Work Septic Tank 17.45 Too Ff 1775 - H-20 Requir d 0-8o' - (Sea Not.5) a /fle H-20 17 2 • - ,..a7fh EL._BF. L acAing kY tb�53 �bl Be Installed On Chamber FvblZ'om�d'Evse _ I 2'hf3? H-20 Insvec6oa PprL to lydoantered Raln�mle k Reprx':� &eaff.ls' AN�:iI 4ut}bWe$dlls Wtnhs 5 I;: - as Per Title 5 T11B::BRter 4' if The$ySr"L 16 - EL.8.5• ° No 0roundwater Per Test Hole I DEVELOPED PROFILE OF SYSTEM NOT TO SCALE 1 ' SEPTIC NOTES 1 LoCaOo.of Uti1hit,t Sllowo o".Thh,Plad Arc Appro.At Lrasl 72 Hmvs - Compacted Fril c nRo, Prim to Any E 1 F Thi,Pr 3 th,C mincmr Shall M.kc Fa6Nc th Req 1redN t l hw to Dig S f(I BBB J44]233) And/Or 2,Th,C 1tn t RN l d to S App-pti to Pennies Fro n To- Coll vea 5ttvyie Ag sP t U f dby Th PI H-20 F J/4• 1112• 3,Wh 5 L Must Cross Wmer Stpply lames Both Lmcs Shall LEACHING - Ow61e Wa4"e0 B e u d f CI s 150 Pressure P pe and Sball b<Wmer Tesmd la CHAMBER 4� yy223� St°"° A Wat Rgh - In Ge L Warer Lines Shall be Con Oduldm Coord,mmn With COMM Water,..d Sh.11 benA-donee With 248 CMR 10U-700 A 310 CM R 15.00. I- 412'-10' 4.A Milli.-of 9"of Cover is Requi rtd for All Components. s.All Structures Bt shod Three Too of More or Subject eta be Al Lo ding.a e the Bnginee e CROSS SECTION OF CHAMBER m vehiawarTm Raommendation that H-20 Ahvays be Used. - NOT TO SCALE 6:Iml.11 Wotenighl Risers and I8"Carers Max m Within 6"of Finished Grade Over Septic Tenk Inlet.Outlet D-Box snd Two Lcoching Ch..b-. .7.Septic System to be Insmlled in A-hl.nce With 310 CMR 15.00 A 248 CMR LOO-7 O0 Latest Revision end the Town of B.rnsmble _ DESIGN DATA B°a,d°rxeelth R.phl'ion:. - SmglcFwdY - 8.All Piping to be Sch.40 PVC. 4 Bedmw"@ 110 GM9.D.B.Shall Heve.Minimum Inside Dimension of 12",ands Minimum N.Gubagc Gri„dcr _ Sumpaf6". Tdel Doily Flow=N(l GPD IO.The Sep.rstion Di It.B.1-the Septic Tank Inlets and Us°1500 G.I Scplic Tonk Outlets Shell be No less than the Liquid Depth.bdet Tees Shall Extend LEACH ING.AREA aMinimum of 10"Below the Flow Line.Outlet Tees Shall E.,e d l4" - 440GPD10.74(LTAR)-594.6 SF Requirtd - Below the Flaw line,and Shall be Equipped Will,a G.,BalBe. a Sidew411=20183"33.5')2=185.3 SF I I.Any Fill is to be C1e Sand that meets lh,Requirements ' 0oum"Arcs=(128?'.<??.5')=429.B SF of31OCMR 15.255(3). Tot°I Ih°vided-615A SF(455.2 GPD) LEACHING CHAMBER DESIGN All Pipe to be Schedule 40. Usc 3-500 G.R.L-biog Ch"mbm in a 12.83's 33.1'D-bl. - - WsshedStweFielduSha.m. . Update Proposed Dwelling 09/30/19 - REVISION:Update Proposed O.ellirg 109124119 - TITLE: Site Plan PREPARED BY. PREPARED FOR: - NOTES: - Proposed Improvements , CapeSU`CV 1.) The property line information shown was m Q�h�`mn E eeft& BOyside Building compiled r available record information. y At U 1 YCLll 2J wesl eay Rd,suite c 2. The topographic information was obtained 108 Seapuit River Road• u~•• °°'w•r° •°° ost°MIL°MA o2s55 ' e1,,,.�„q°° ,,,,,�,,;,,d�,�,,,°'e" tscel.zo-5ew.MA 02655 from a prior on the ground survey, and has not been confirmed for this plan. �1 Barnstable (n ) Mass. ) f O ter Harbors Draft: CTR Field:. WK CTR JOD _ 3. The datum used is NCVD '29, a fixed mean V / / ZD 0 10 20 4o BO sea level datum. DATE, February 3, 2015 SCALE: I•• - �o• Review: JOD Comp./Review' WK/CTR Project. 199700JB Project. Wyatt World { I J 24'-0• S^ ` z-W 6a 7-V B=0^ 2•-0• 7'-0" B•-0^ $' e s• ea s r .B• . 1 c a rn D w.0 :off _-. - - CONCRETEAPRON 4 8 ® I J ? 0'0•I,To-O.H.000 B'0^x TO'O.H.DOOR N O § N D 9 O q fn M N Zoo SB n n a D z 174r r T1 r c 0 m ' O q ° N� c zo^xse § 4 D I. s try, rl m 0 �. N w r .. I .D .. .. m 70'x•g. Cn $om • I Iz { A 0 �r7^ 0p b to m I N m rn _ � o 7W,(7V . A; a _J 1 r.m ..Q o 'c I n m § r-o S� n e L)cnm i pzm �0� I _ mmv.r x o W H---Tcn v. -n v00_ 0 Zn m0-I m--� R . ._ -----�I , 1s-0m pmOX Zr0 D m Z c rn .. 0.0 . n z ° 9 m-4 Z c Z O n :0' X , LZ m- _ ; O_ ° aVM-4o; 0zcn L_------§- -. 2 a �J_ a-0' 0 z w SHELF 9� 080� _n .O m r _ -I BENCIT 2A I ipg v co 0Tt 0m :0 ° m m cn a Z I mo . OC O o m rn° 3Vx T1r I 4d'SHELF' I 4'-0" . - - - - - -§ENDIr �g R my ._._.._. -__._ _ d•-0N 4-0' If(j19(FpA °ma N?. 0Z ^�z n T F. a ° I OR I _ a-0 I M ti q ® mD D H 199 0 o, ;0 m® S°t a 0� 2c) mm ° a W D� ' "U § 0m s2' 6 fd T-0• 1V-0' f ° OM m mg D ZZZ Z.Z Z ZZ - 0 Lu 10m O v 0 v'O v v v Z f I p� m111 2 A A :D 0)mmm22mm0) T mC `W(A N N 0) GO 0) 0) G zzzz0zzzz I ° I O8 xgB j y C n D D Z cn � mW �^ i 2 m m o o a a b m 00 0 Ou v O)N ? v N v N G u z x x x x x x x x 0 r I D M,;; <v-i v< D (n-n m D O D fn➢ 2 O D°O O 1°m nt"imma.m rnm rn >�, N� NTOy g Tp v rn c -D.r 2 cm O� �O Am S- -ir mO vO V .I V �1 V Z 111 „'a �a{ m -H- O 7J r Om Dr 2C {Z Z cn 13mmmm mm m� W�m+�" 'G {-n.n�� nZ rD-m0 ZOpZ m0 0-0 Om r02�. f�i1� -NIO DA m-I Ili pN�"mt 3c (� r v L7 O S2m 2 NNO O mnD ACT m> oon zD m-2iCnlm rt=t cz P,O 1'n mo N .m�' °qq ° {r 2r oA- Or Oil 0-I X G. Ov WO 00 NOU p �€z._��• z'ZDm ;(a)rZ vy XvmDO N' �n�Z zA y2 5 uoa 2 Rl v -I O (�03 C Oz �v C 0L� mp Z(n 0 6 P 3 m UJ C C z- W W r W r G Li p 2 -I 000000 v2 °c�z 3m O �p5 vczn OOZ mm m-. -O ��11t1 { m co,z mm 0M<j =0 D 0 0 0 0 _ 0 0 0. O D - N mmmmm zcm zccOF "9 A o O�mwO v ZDz WOW p�-)O zx Tm O W "a S y r a Z m 0 r , N� O-O y r O� m T mmmmm OGzimA 'Dzy ?F i) 1 �2tl p z z z�-n A m l{i�A CmZ 'i OVZ •tO-10°mS{ rT Z22.22D CN - 5y yOa o°"A�iiD D ONy Cm7�p Cfril T m yv Opp. 2Z D� m� v{ C C C C �'S g� r 'v Upo -_{O C Op O p GG _ mT D A G70 L) G'1m - ° � I ® gym. � =m° °z�n L"O� Z Tn TnM G)�z _M <0 �� D -� yz y z W M;0 NT-uZp D V r0 DInm O� 0 qu m ym� N>�s � o -NH<m ooz - M mCm2 Z_'. gA N 0 O N �i- 9yDr�- p.2Dm �� ° 0 M O'rn v-1 DV mZ 3 °zm Ao' "'� wmm r nrlo 20-In, D D < � mZ zo OO O�0 GZ7 0 �+o� o "p T_ co 2(°fON0 �m0 m MONO m3 ;u Zx O y m y m iti� {m N F. Z r 0 M-I 'bA D ;M m Z �M c M. � 'z"L,m *',0 m m r vW z� -+ G v . p T < 0 D p _ m �a � �timZ W.OWN DO> v 0 O D mm •gym O 2 A ? °x() m {�o rzv 0 z �Z wTn Z 5 z { w 01Z �m m m m ni vi An D N P �op N O'-=� OSo �' m 1 T� NM m s Fes€ ccm x m2� j0o 0 D Z �r oN �7 ZZ r Cfm fn Z N pv ZZ r m_m 0 , _I D< n EI^ (n c�.m Z m m O O C2 - r z_t D ` DO{ O) m ZO 0 OD z > r r fr "< THE DESIGNER SHALL SE NOTIFIED IF ERRORSOROMISSIONSAREFOUNDO W HOUSE F®R. COTUIT BAY DESIGN, LLC THESEDRANINGSPRIORTO START OF A D' - D p ('j CDNSTRucnGN.THEsFORTHEC C TUIT A ROAD < WILINTL N RESPONSIBLEFORTHECONTENT '/COMMENCESWTHOUTCONSTRUCTION N OSTEGAN RESIDENCE MASHPEE,MA. 02649 Z N ITI II r' DESIGNER FANYERRORS ROM1 HE AAA��` PH.(508)274-1166 DESIGNER OF ANY ERRORS OR°MISSIONS. pw O 3 Ili OF TTHESE OWDRANERNOTEDNGS ME SOIELYFERTHEUSE FAX(508)539-9402 THESE THE RAwNr NOTED. OTHER USEOF 6.. THESEDMIMNGS REOUIRESTFIE.WRITTEN CONSENT OF THE DESIGNER UNDER THE- ARCHffECTUPAI COPYRIGHT PROTECTION , ACT OF 1090. 24-W , zac' (SHEDOORMER) I _ 1119. 3':101 r 2'S 3'-0" 2'9` 3'.10 VY' - 4 r S n 2 [B'S' r io L— _. i SLOPED I' _ cQ �IA F .DAYBED 00 i § T 0 '0C, �oo �3',4• y O T a 1D DAYBED 'r a qill SLOPED . F .. .... ._..- q-0' iS w .- ,(SHED.DORMER) a I I *m I " J I I n 4. N I I I D r mC F_--- r— a-D• A .. z21 I m I § - i 34'-0' I THE ROSiGNER'SHALL ISSION AREF UNDON A./ 1 ,®��� ���s _COTU1T BAY DESIGN LLC _ ERRORS DRAWINGS TEFOUND ON {V)�V( H _-� THESE DRAWINGS PRIOR TO 6TARTOF - `T CONSTRUCTION.THEeUIl01NaOONTRAC I 43 BREVVSTER ROAD` "" 7 •F " WILL BE RESPONSIBLE FOR THE CONTENT yL 1 D IN THESE DRAWINGS IF CONSTRUCTION (/'.��(/.��{��\� MASHPEE,MA. 02649 r COMMENCES'WITHOUTNOTIFYINGTHE- STEV! O.Y®"I�ESI®E.�CE PH.(508)274-1166 z N rn BESIGNEROF ANY ERRORS-OROMISSIONS. - 8 Q ITI THESE DRAWINGS ARE SOLELY FOR THE USE _' - FAX(50 539-9402 �I. •OFTHC.OWNER NOTED.ANY OTHER USEOF DRAWINGSTHESE REQUIRES THE WRITTEN !CONSENT-OF THE DESIGNERUNOER'THE 9 ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. z rD N N COPPER CAP of 0 r-4 MQr- .. TYR RIDGE VENT m- N 1-m A2EK FINISH CHIMNEY (/J w 37ABOVE RIDGE _ w �waol� �—TYP.ARCHITECTURAL GRADE =vv 12 • ASPHALT ROOF SHINGLES O m Q= 12 Uv�a-LL SS� 12 . TOP OF PLATErTT n W3PVCiz10RgHEBOARD M® W351B"CROWN lul 12 El F 12 w 4 F 2 12 nP.1 z S PVC FASS. CIA,FRIEZE • SECOND FLOOR TYP--.INUMGUTTERS &SOFFIT BOARDS " TOP OF PLATE TOP OF PL W/DOWNSPOUTS -- TOPOFPLATE - - ' TYP.PVC 1,S CORHERBMROS ® ® ® ❑ ❑ 4 W/TSPVClz9 TRIM § m 1 b r 5'TILL W.C.SHINGLE RIFY - IF NATURAL D STAOR DOUBLE Ll FIRST FLOORDIPPEOSTAIN FIRST FLOOR FLOOR _ COLUM SQUARE FIBERGLPS COL M SQUARE FlBERGLAS COLUMNS COLUMNS - - - FRONT ELEVATION w 10 O .w L o a . W—LLJ . I 3LPCUPOLA,VERIFYALL DETAILS W/OWNERS G,'I 12 _ 12 . TOPOFPLATE ueIrm IF M- 1 m - --- O�z H�Ow _T9p4EPIATE .!2 ! �oOF�yH 5 N ! ! �o 0 SECONDFLOOR L�O cO TOP OF PLATE �� 1 � SUBFLOOR oIY O 4.p a a _ _ Fu1��2pZt TOP OF PLATE - w¢d� OUZ¢D¢ cf 1. ¢KK USwQU OV m O AO[�e t nP.LIGHT 600oo���du W c BLOCKS _ po F R.M�HMs F1 11111 • FlRST FLOOR a� 'F FIRST FLOOR „ SVBFLOOH --- _-- --_ -- - --SUBFLODR SCALE -?� UuHffjt 1/4"^ 1'bH TYP.ILYSOUARE FIBERG DATE: E'.: .• US _ COLUMNS VERIFY O.H.DOOR STYLE,MFR& �+ np ALL DETALS W/OWNERS - 11/V/GO1U LEFT ELEVATION "= DRAWING NO.: i i my Sd,� IIti�o �T IO b o I 8-4 ire • . I 0 LN Ll 155 S. I • I 9� . I �r ..._.. .._. ..... m I v T I D vC a•_ �n _ T I r7 - I nLEH z I p - I I I � I � I I I I I • I ' I I jy I _A� M. ° �a I T 9m� �pO O O 7.81 THE DESIGNER SHALL BE NOTIFIED IF ANY pp ��+CC ERRORS DR WNOMISSIONSPRIOR TO FOUND ON N.EV1/ H®.O.J E.FOR . - Q .COTUIT BAY DESIGN LLC 0 ` THESE CTIO.THEB BUILDING OF _ _ _ WI B E RESPONSIBLE ON SIBLE FOR CONTRACTOR N4uDERESPONSIeLEFORTNEcaNTENr •- � 43BREWSTER,ROAD' INTHESEDRAWNGSIFCONSTRUCTION �{ Cc r^//��g�g� Ipcc Cy�f �• ': .N 17I IJ r DESIGNER KOSTEl.�f� N �LVIDL��� I MASHPEE,MA. 02649' i • ICI DESIGNER OF ANY ERRORS OR OMISSIONS. O 3 III THESE DRAW NGS ARE SOLELY FOR THE USE - .. OFTHEOWNERNOTED,ANYOTHERUSEOF " ••"" FAX((50d)539 9402 Z•'.- -� I THESE.DRAWiNGS REQUIRES THE WRRTEN O'i. ;.GONSENT:OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION , 9 •' - ACTOF,990. I J I 24-0 - I • 1218 4.91 i to -- --- °zf_ d ------ I .. li _ oo 1 F------- ——————————------ I IT o�m� I I I I � I I I I I I 'S•d•'r � I I I I L -J I I s D 1` T6m4 a � � € I I L J I I M.ag 1 rT I IO I I 1 L ----------------------i I Lo -J „•d• 1 I 1 Sg q T.2• I r_ � I I I I ° I !I I I I 3m ' 0 1D I 1 r 2a �/ I I I tea ._ I I I I j Ag o °s I I �I C up l,�l § I j r I /l Pmq� 1 1 I 4- I i/ _ 'tgo I 4'-p ---J 11 ------------- 6 F 1 i I s0 m I 4 m m I .. ...-. ..- - - -- 3-A GIRT _ -1 T I o I ma H MR Z. . �� � I I • �1 § H is I I 9€9� I I I I § SpA�. I I I I 082a I I oFA= I I I ------------ --- -----------------j 1 -- -------- GO D W o I te m I �� r I _ ol®r 5 I o p I 9 I I e-o•I I I p '..6.' auFROM ENDUTEFROFROM END DEPUTE tt D: A _______ OO g�- ------- � Er w m 7•MIN. D� ma° mz p - D O O fo 7•MIN. o �' °m o °zoo m i 8- � az � , I- m � _<�Q ns mNy ? ,n 8$m A� Osm II n I m n 1 - iz 5 m1� Si�oo�D az"P.c i nZ-- ^��``) I 66 77 ;o 6 C) 24"o.c yyS 5S,�52 CyZ TT Pm-D O ' 9 mZ �I11S �C~ V� m y� 1•, D GS � o"1ayy a$O� i R. a I ov mo a m p�moo � 0 ' ou�z� mP St pzE - o �,a <� o r' m� THE'DESIGNER.SHALLDENOTIFIEDIF. < ERRORSOR°MISSIONS ARE FOUND 0 {�� cn THESEDRAWINGSPRIOR T09TART OF 1-�-OUS.E.._F®_R. .. -. - I ..COTUIT'BAY DESIGN, LLC CONSFRESPNSIB F RTHEC RTHEC RDINGCONTRA ; 43BREWSTER'ROAD THESE DRAWINGSF CONSTRUONONI� 3 ITT II I— COMMENGESWITHourNOTFY1NaTHE tlT@@����.�q QQQ��� @^�@ram @��\� "MASHPEE,MA.,02649 ' rr, DESIGNER OF ANY ERRORS OR OMISSIONS S tl 6�V A N-1'\8.-S I D 1 V C A .1 A c N 1 I THESE DRAWINGS ARE SOLELY FOR THE USE _ PH: SOH)27•Y 1 166 _ I- •.� aFTHE OWNER NOTED.ANY OTHER USE OF - FAX�508)539-9402 -Q 'THESE DRAWINGS'REQUIRES THE WRITTEN I , .. O :� - _ °_:ICONSENF,OFTHEOESIGNER UNDER THEE - - -.. ARCHRECTURAL COPYRIGHT'PROTECTION ACTOF 1880. � - 1� ',S� VFW I I I =I i. - - y,�A�p.rR ?� D- G9)C) Gm!�GG7f L)77��{A m gm m g•-...�1 x�'�3.v� 71 m Om ' ° A �O 0 O a Nr O zOZO- 000000y00 00'T..r m° O m[OiiA 9.NN y..N c " mAm mmAA N.N pmAx 7.�A m-I 'Qzm _I -1'= Nt7i 00 rt21 3N Z.0Z ZNN-Ix OOZ NG)G)°m iO�:y� Aaz Z NCm � .�C D-II �RxR11 OC°O.OTA 11m A-I-i�.� O��N� °•-�3 .. �O-I .m0 2 r D Gy�..H °2 -+-1°,000 r3 xc.D z. DOz O Znc? D-0 1CZ m rr F-r.Z1A�Cz °Om�N�'�Z �� ° m �Z�p �pXCC Oz r°rryN�G) InOAOFu°0i,°•. R, �� �yv.. pyAO>�Ov O� `TD-Tb bTmm.v O-Ni0 m�llmmT Amm mA �1 = I ZNZ QoaZ mOmo TO �Z��OOm �D:n m� D - m Tom Ax0ADD' °O3�,m0 mm zm r N N D'nN m °°N TZ TZ ZZ0 0 = Mon i Fi r I - N Z. �y��mo0� TD�oS>� D„Z. Zz O _ _ m MITt S ZZA�rm m Dr. Z "" O 4i fN/t No'�m0 R°t pDZ Z m a)-n z Ir \ \ `2�00 mD O D Dc r \ \ r Ohb �m mZb. m cl)r ® \ \ °O p r� ° mr y ° \�\ i p A o 0 Q m z r \.\ i $ Z z m ' Z rD' ® _ ° n ' ' A m m N r L " y In o ' / a - ¢ ¢ 6 6¢6. N ✓W W N G N ja m 1 m (A o O / / z: ZO 0w/// r m z O G. I 14 I a ppOO l�f AY1 P jN A 'Na�Y, W N T mnuNY "` ¢46¢ n01¢¢66m ¢66 mm W O «o a z "a $$€� vazic�' y* 3°<n rsE�0 !z o .. Z F ° � �- o D Y �o z °sNm�ol®.r ° .°i "MMc g .-t1 r mZ.. Hop T%:r.._... . ffl _ ""g O$ OO RR1((RRR1R (R(R cn ^�A�R OOT HA '� OQA _. mm burn J A mat-t9 TTT D.DDT JND DD Z ni G �Ans Cy °'`Z' Z`.-. v - .yGy �" :Fj`•®.�'. - mm mmm m T ItI R1 RI R1 .Tm.7m7$Im100°A. oo~ 00 D cl�. o _ d.. - G°1 G°) G°i G°)G°7 m G°) G°)m G°)G°) p O O m m O n 0 Z. m r % T�-.�-2 2 x O 2= o F'-7a gr ',-I. a. z .a �. .. �"P Z�. mm �m� C' L" CI Omm orzm > -H z�c F� 2 bg y gvi - TN OTN o TI TTT?I -I-I-iy°O-1 Z N 00 S8 8'-d 112' _ In T-91M' p - rm•f11 f11 r m m m m m m.m G) D " 00 000 r0 O 0000 n G) Zl'1 mn Y/ Y-2 ilr _ 23 T3 S•-S' to-ta .... __-...— T-0• 3'-07/9• @@Opu+ C - A AIM ;w o g zZo eS c� p 1No* I T-a ya 0 I a \\\ ;-0. I' r i y \♦ F�jQ �° -mmz D $m <o A Te m w Z > y ® .47• I DOm m o Dr O A,? 04 D o ' 0 tl)r \ I a9. / / p =I mr Q m Z 3 �N n v v <_ r 'P r 4 w a•a o T z 4I a w ` .0 Z C �T z�1ss w a au O Ga w S OG T-W 9-2 Ir2l o $4 o o� 11 A a cn o�o�S�m M Ir-a ° n �m O "� —� cf)r- "0 Q oy`x Z s 8 Gw � � N tza• gI a 17-0' � S _ 3 THE DESIGNER SHALL BE NOTIFI BB � ® o THESED OR AWING PRIOR REFO �.W ®�J'�' F®f�, , Q COTUIT BAY DESIGN, LLC. _ Q CONSTRUCTION. DRAWINGS PRIOR TO ST CONBTRUCTION.THE BUILDING I -' D P n WTHEEREBFONSIBLEFORTHE 43 BREWSTER ROAD: - .'N —1 ° D INTHESE DRAWINOS)F CONSTRUCT �+ pp�'q,@®''��c''`�+ p ,ry MASHPE MA' 026 p m II r COMMENCESWRHOUTNOTIFYINGTHE 0STEGL10\I: A•R ES''ID �\AC 4 `� • DESIGNER OF ANY ERROR90R OMI6910N. 6.� ICB��... ✓rl �i ®9� �9 66 N 3 m THESEORAWINGSARESOLELY FORTHEU E _. •,,Q .-• OF THE OWNER NOTEO,ANYOTHER USE O PH .. t. ' THESEDMNANOS'REOUIRE6THEWRITTEN - FAX�(SO�)539 9402` -- Q".,tpp �CON9ENT OFTHEOE91GNEft UNDER THE ARCHITECTURALCOPYRIGHTPROTECTION I - ACTOF 1850. 1 i i I 24'•0' 27-0" I 160o m m - maD c P =.o ... _ 2-P.T.2.V. �3 0 R1 n - .. YZ�Oy O - z� oN 2�1C w a N 6 pmOm § w mad i y - 2.1 714"X9 1/4',LVL 2-17/4°X9114-LVL $� m --r .. " 2.1 7/4"X91/4'LVLS w - a - o W N .r _ oN 15'4i' 6 0H1" 11'-10'. 10' 11'.4 �Op I y�� ��s aril a p� 3 0-a p TRIPLE I o D r.f�m Al 121 •Zm s yAO. D n -_ �vl mgmgm5 mvN w x y �g0 s -n m r �� w IO IN 9 _ A ..___._ m n a ,v w I. q OazaDy I Zm 1 .. .. 2 24) .. cn O P Y I u m N mo z _: . ----- .....__ J. -125 - F .. pmm�0 8-0" Y . .. - . .. - _........._.__..._ ... ....... ._� :i: BEARING WALL ABOVE GIRT ' / i I ym Z� o �mm 5 ON ITM tmDyaPI b• jy091 !I L. 3 i � --• W/MIOSPAN BLOCI(INO �ZiZ z m mympy =OCOm m m DOUBLE mm I D n p j O Im D m = `g`P m =�z m'D i3fm v MO pay o(up amp �i - CZf�i'p1.m zo �A N x 2'� • .. 0.czicsiO xNHS� a THE DESIGNER SHALL SE NOTIFIED IF AN fl A PP ��// ETHESE RRORS OR TO FOUND ON \/\( HOUSE F®Re ----- m l ( ® COTUIT,BAY DESIGN. LLC _ j 0 ERRORS OR OMISPRIORTO START FOUND 14 "JJ 11JJ I u 6�g�, �7 CONSTRUCTION THE BUILDINGCONTRAC %A4+ -- WILLBERESPONSIBLEFORTHELONTENT ^� ^ rr(((��� 43 BREWSTER-ROAD D IN THESEORAWINGSIFCONSTRUCRON ���V/ \�,��SIDEi�CE ffl II (� COMMIENCESWITHOUT NOTIFYINGTHE B `Y fVIASHPEE MA"02649 .N DESIGNER OF ANY ERRORS OR OMISSIONS. L _ RI THESE DRAWINGS ARE SOLELY FOR THEUSE PH.(SOH)Z74 11HH- -1 OFTHEOWNERNOTED ANY OTHER.USE OF .FAX(5O8)539-9402 I� Z :� 1 _ -.Q-- "THESE DRAWINGS REQUIRES THE WRRTEN -" _ _O:_ 1 _ ._ CONSENi:OF THE DESIGNER'UNDER THE ' OR ARCHITECTURAL COPYRIGHT PROTECTION 'L ACT OF 1990. - "w"�� It Me � I 5` . 1 s 24•-0' 28-0' 12.0' 12-0" 0 >Dys ev . _o rAm I 4 ' �......_-_ _.11"31'x 11718'LVL CONT.HEADER .NpE0.M 1 9 1/4•I:yL BEAM DORMER WALL 1 a DOUBLE ea U-J a Dn �0 a o 1 . 3-1 V4•x9 114'LVL BEAM UNOER.DORMERWALL - Fff _ O b11'4•x1a•LVL BEAM m I m . m= Z: I 7 1 — D _.__......._.. _ _ :. I I I I co m _.. - O' __� ----- ---__— m �o I I I _ O gad �� x i i1 m - = s���wyo I I I I di I I Nia � r= ...-.- I BEIRING'W]III _ • • � 6 ;0 I I I i I I I I{ o oZ: �r u o A D� atl °ag 5 .gcY Y a °z ': :psi I -AC 09 �I^^ .�K• q� g5+ �pT �9 j9 �y ZUJ M, kl�l e6 a' Yae aapa� E- o o - v I1• 'r m } g ik1I -1 6 z m S ?p Eptl I THE 09SIONER SHALL.BE NOTI y r^ ERRORS.OROMISbI0N5 ARE E (\� H®R! .®�a-.... ' p y, THESEDRAWINGS PRIOR TOS y �( Y� _ I - �Q _COTUIT BAY DESIGN LLC CONSTRUCTION.THEBUILOING - - 1 - D n WILLBERESP0 SIB EFOR7HE N 43 BREWSTER ROAD - rn —{ -ID IN THESE DRAM NOS IFCON9TRUCf I MASHPEE M'A:''02649 1 - COMMENCES WITIiOUT NOTIFYING THE �f -g- /'�n ,e ® �I i'-- �- =- N (1•I 11 r OESIONER OF ANY ERRORSOROMI86I0 I�®�S tl �Vd`1I�9'_I� SID��I t9CE FH.(508)274-1166 = O •• ITI THESE DRAWINGS ARE SOLELY FORT IE E IVIA THE OWNER NOTED,ANY OTHER USE O _FAX(508)53979402 9 Z." OI 4 1 `THESE ORAWINGSREQUIRES THE WTUTTEN • _. O._' :CON6ENTOF.THEOESIGHE0.UNDER THE .__. �• ARCH RECTURALCOPYRIGHT PROTECTION 9 - ACT OF 1990. gm is j s ' 4.4' 1&'-(7 4.4' nOZiap (SHED DORMER) 3-z.eBEAM �m 8 w Fl p - N 9 I 1� • ro RI 314 z 14'LVL D,GESEAM _ _ -'I 1... .. _.9 - --- 1-1314-z14'LVLRIDGEBEAM - - - w m x 3 :11 n 1 1 HTT ` 13 I •y.' i F N � 9 ! .-. § (SHED DORMER) : N Ems .. M2.1�1 NY � 4 ILLm a Z ,• __ - i .- OA'n'1 m.rr ly, _1.-- _ I I F P I 1 m,z mif �. �N=OZ !'2 C7 •. --:'- - m _ C " .. .___ of tBe tin::... _ U J _ ._to a IN x Am F O y I _ e G- .. n W - S ___ m N Ss IN N I I -1 314- 7/B'LVL RIDGES r C - 1 L'•11 7W VL RI 9 -1 314'v 11 T/B"LVL RIDGESEAM. Ci N [: ma wl firmsy 0 El 0'. Se21 o r'I I A'O'y I Quo � o9C �N N % TO °� �d �S oc Gc mn�z �m 068 m Ap'10gAH 044' N _ Aa I n �c �F m —I D D_ I m r N D r m m = Ns z noo y m o r � Qp5 ��. 0 3 .2 ~x sN "' THE DESIGNER.SHALL BE NOTIFIED Cl) ERROft50ROMiS810N8ARE FOUN 117�] �/\/ HOUSE F®®v -. _ ' I---� COTUIT BAY DESIGN,-LLC Q `, 1/ THESERU TINGSPRIOR TO START V tl C tl �f`V,1 ' �I D ` D /'1 CONBTRUCTION.7HE BUILDING COM I lu\ - l! YALLSERESPONSIBLEFORTHECO I _ 43'BREWSTER-ROAD.' 'IN THESE.DMWiNGSIF CONSTRUCTION p ppp��� COMMENCES IMTHOUT'NQ7UYIN0 THE ����®gam'_•���'����� I =MASHPEE VA.:02649 - N m I I r DESIGNER OF ANY ERRORS OR OMI9510NS. /�0 iQ c _ O i ITI THESE DRAVVNAMrN ESOLELYFORTHEUSE� - " PH.(5OS)274-1166 - OF THE OVMEN NOTED.ANY OTHER USE OF 8C p�1�1 1 z 'THEBEDRAWINGEREOUIRE8 THE NRiITTEN ^' FAX(5O 539-9402 -. 0. �CONSENTOFTHEOESIGNER UNOER THE - ARCHITECTUMLCOPYRIGHTRROTECTION -- .. ' AOT OF 1900. lootit4%%l 0"VIV I ASSESSORS REF. . x ' 4 •.'. `�aoy Map 070, Parcel 005-004 VY' . 4 e ao + T n/f an Tr. t & Wire Fens P Callah post Richard 4.70' - OVERLAY DISTRICT: r` • ' P � AP - Aquifer Protection District S 51,05'38 v Estuarine Watershed " , P FLOOD ZONE: 00 oo Zone eQ � tk Community Panel No. #25001 C 0756 J � � July 16, 2014 \ low s°" peed "a• sln 20Y2 � ZONE: LOCATION MAP: Lot 138 RF-1 Scale: 1" = 2000'f LCP 15354-107 Area (min.) 87,120 (RPOD) Lot Area 43,560 SF Frontage (min) 20' \ Width (min) 125' Setbacks: Fron t 30' Side 15' Rear 15' N 8.3 12.0 DIRECTIONS: � 16.0 From Hyannis - Take Route 28 into Osterville; At the lights by White Hen Pantry take a left onto ■ 3 \ Osterville West Barnstable Road and follow to the PROPOSED end, Take a left onto Main Street; Take a right 18'X38' onto Parker Road, At the stop sign take a right POOL Water and Sewer o onto West Bay Road; Bear left onto Bridge Street, \ lines are not to and follow to the Gate House; Continue Straight Cross and stay Left onto Oyster Way and Stay Left onto Proposed 2Q Sleeve If Required* Seapuit River Road, and Site is on the right, #108. 20x12 Cabana ! Proposed 4- Sewer OPOSo Proposed \ Ejector �' PR PORCH ED Sewer Line 0 #108 o EXISTING \ DWELLING �.,\ i � \ PROPOSED 1500 GALLON SEP TI C TANK �i PROPOS D PORCH PROPO SED PERC TEST: 14,607 Q PROPOSED V� PA VED SAS PERFORMED BY:CHARLES ROWLAND,EIT- SULLIVAN ENGINEERING DRI VE PROPOSED SOIL EVALUATOR NO. 13586 m D-BOX w WITNESSED BY:DONNA MIOANDI,R.S.-TOWN OF BARNSTABLE Q• w DECEMBER 29,2014 c mo SITE PASSED m �`Q 3� PROPOSED 3 TEST HOLE - 1 EL. 19.5 TEST HOLE - 2 EL. 19.5 n,., GRAVEL ' 10 A/E LAYER 10YR3/1 A/E LAYER 10YR3/1 - tv ? DRIVE 2 10' VERY DARK GRAY. VERY DARK GRAY o o- lolotsLOAMY SAND . . 18.7 12" LOAW SAND 18.5 B LAYER.IOYR 5/6 .B LAYER l0YR 5/6 .`. .YELLOWISH BROWN.-.-.-.-.-. . YELLOWISH BROWN LOAMY SAND . 30" 17.0 32" LOAMY SAND. 16_8' o Bench Mark C1 LAYER 10YR 5/6 C1 LAYER 10YR 516 CB`1DH YELLOWISH BROWN YELLOWISH BROWN 3 EI e v. 21.86' COARSE SAND 48" COARSE SAND 15_5 Bench Mark ` 3011 PERC TEST 17.0 C2 LAYER 10YR 7/3 .�0 1 CBIDH _ ....._ _ 25 GALLONS GONE IN 10 MIN. VERY PALE BROWN El e v. 18.63' - -- --_ ___ 48" PERC RATE<2 MIN/IN(LTAR=0.74) 15.5 132" MEDIUM SAND 8.5 - C2 LAYER 10YR 7/3 NO GROUNDWATER ENCOUNTERED Road VERY PALE BROWN 132" MEDIUM SAND 8.5 NO GROUNDWATER ENCOUNTERED Edge of Pavement River +� Sea pu►t TEST HOLE - 3 EL. 19.5 TEST HOLE - 4 EL. 19.5 Plan View AX LAYER 10YR3/1 .. A/E LAYER IOYR 3/1 - VERY DARK GRAY ... VERY DARK GRAY . ..... .. ...... Scale 1"=20' 10" LOAMY.SAND .• 18.7 lo" ........ LOAMY SAND 18.7 B LAYER.10YR 5/6 ..... . . . B LAYER IOYR 5/6. . .. . . . YELLOWISH BROWN YELLOWISH BROWN... 28" LOAMY SAND 17.2 2811 LOAMY SAND 17.2' C1 LAYER 10YR 516 Cl LAYER 10YR 5/6 YELLOWISH BROWN YELLOWISH BROWN F.F. El. 22.00 COARSE SAND 50" COARSE SAND 15_3 See Note 6 (typ.) 28" PERC TEST 17.2 C2 LAYER 10YR 7/3 F.G. EL. 20.00* - *Final Foundation Gradin To Be F.G. EL. 20.0't 25 GALLONS GONE IN 10 MIN. VERY PALE BROWN Coordinated With Landscape Plan 48" PERC RATE<2 MIN/IN(LTAR=0.74) 15.5 132" MEDIUM SAND 8.5 C2 LAYER 10YR 7/3 NO GROUNDWATER ENCOUNTERED Flow Equilizers VERY PALE BROWN EL. 18.00 As Required 132" MEDIUM SAND 8.5 Installer To Confirm Prior EL. 17.70 1500 Gallon NO GROUNDWATER ENCOUNTERED To Any Work Septic Tank EL. 17.45 Top EL. 17.75 H-20 Required 17.18 D-Box (See Note 5) Gas Baffle H-20 EL. 17.02 EL. 16.75 Leaching To Be Installed On Chamber �toble omp,cte ase H-20 Bot. EL. 14.75 Bedding,"T"s, Inspection Port, If. Encountered Remove 8c Replace & Boffels AII`Unstiiabb{e :So:ils Wiahin 5'::of N as Per Title 5 mfTheS: h y stem EL. 8.5' No Groundwater DEVELOPED PROFILE OF SYSTEM Per Test Hole 1 NOT TO SCALE Finish Grade SEPTIC NOTES 3' Max. 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours 9" Min Compacted Fill Filter Prior to Any Excavation For This Project the Contractor Shall Make Fabric the Required Notification to Dig Safe(1-888-344-7233). An d/Or 2.The Contractor is Required to Secure Appropriate Permits From Town 2„ 8.. - I/2.. Pea Stone Agencies For Construction Defined by This Plan. 3' H-20 314" - 1112" 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall LEACHING Double Washed Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to CHAMBER Stone Assure Watertightness. In General,Water Lines Shall be Constructed in Coordination With COMM Water,and Shall be in Accordance 4' - 10" With 248 CMR 1.00-7.00&310 CMR 15.00. 12' - 10 4.A Minimum of 9"of Cover is Required for All Components. 5.All Structures Buried Three Feet or More or Subject CROSS SECTION OF CHAMBER to Vehicular Traffic to be H-20 Loading.It is the Engineer's Re;,ommendation that H-20 Always be Used. NOT TO SCALE 6.Install Watertight Risers and 18"Covers Max to Within 6"of Finished Grade Over Septic Tank Inlet,Outlet,D-Box,and Two Leaching Chambers. 7.Septic System to be Installed in Accordance With 310 CMR 15.00& 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable DESIGN DATA Board of Health Regulations. Single Family 8.All Piping to be Sch.40 PVC. -4 Bedroom @ 110 GPD 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum No Garbage Grinder Sump of 6". Total Daily Flow=440 GPD 10.The Separation Distance Between the Septic Tank Inlets and Use a 1500 Gal Septic Tank Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend LEACHING AREA a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" 440 GPD/0.74(LTAR)=594.6 SF Required Below the Flow Line,and Shall be Equipped With a Gas Baffle. Sidewall=2(12.83'+33.5')2'=185.3 SF 11.Any Fill is to be Clean Sand that meets the Requirements Bottom Area=(12.83'x 33.5')=429.8 SF of 310 CMR 15.255(3). Total Provided=615.1 SF(455.2 GPD) LEACHING CHAMBER DESIGN All Pipes to be Schedule 40. V\H OF Use -500, 'yG Chambers in a112.83'on ax 33 5'Double ching 3 rWashed Stone Field as Shown. os � 6{S70,k� `�<`� Update Proposed Septic & Pro Cabana 3/4/2020 Update Proposed Septic & Ex. Dwelling 11912020 Update Proposed Dwelling 09130119 REVISION: Update Proposed Dwelling 09124119 TITLE: Site Plan PREPARED BY.- PREPARED FOR: NOTES. Proposed Improvements �� 1.) Theproperty line information shown was = compiled from available record information. � A tSullivanConsulting, Engineering& Bo ysi d e Building Ina 23 West Bay Rd, Suite G 2.) The topographic information was obtainedOsterville MA 02655 108 Seapuit River Road (808�428-SS4{•P.O.Box 888.777 Main SfnstOahrvYN,MA02888 (50s) 420-3994 / 420-3995fox from a prior on the ground survey, and has udlesuRlvanangin com-www.suWvanangin corn not been confirmed for this plan. �► Barnstable Mass. ) (Oyster Harbors) 3. The datum used is NGVD '29, a fixed mean � Draft: CTR Field: WK/CTR/JOD 20 0 10 20 40 80 sea level datum. DATE: February 3, 2015 SCALE: 1 „ _ 20 Review: JOD Comp./Review: WK/CTR Project: 19970038 Project: Wyatt World ti ASSESSORS REF: ��� � Parcel 005-004 �o y Map 070, " Fence n/f ahan Tr post & Wires o. Richard P Ca�� 15470' = -- OVERLAY DISTRICT: 5s W AP - Aquifer Protection District S 51,05 3$ \ v Estuarine Watershed y a 0 A FLOOD ZONE: \ � Zone X NC'� Community` Panel No, a� f; #25001 C 0756 J " July 16, 2014 N h r x as » XZ 5 r 2 t ZONE: LOCATION MAP: Lot 138 RF-1 Scale: 1" = 2000'f LCP 15354-107 Area (min.) 87,120 (RPOD) Lot Area 43,560 SF Frontage (min) 20' y Width (min) 125' \ M Setbacks: Fron t 30' Side 15' Rear 15' N ` 1 8.3 1 2 0 DIRECTIONS: -►' � 16.0 From Hyannis - Take Route 28 into Osterville; At I� = the lights by White Hen Pantry take a left onto ❑ Osterville West Barnstable Road and follow to the PROPOSED end, Take a left onto Main Street; Take a right ­18'X38J onto Parker Road, At the stop sign fake a night i POOL Water and Sewer o onto West Bay Road, Bear left onto Bridge Street, lines are not to and follow to the Gate House:: Continue Straight Cross and stay Left onto Oyster Way and Stay Left onto Proposed 20 Sleeve If Required* Seopuit River Road, and Site is on the right, #108. 20x12 Cabana Z rn Proposed P N Sewer o Proposed \ Ejector PROPOSED PORCH Sewer Line _ #108 o EXISTING l F\ DWELLING i PROPOSED / O 1500 GALLON ,\ Cb PROPO,' D SEPTIC TANK � PORCH PROPOSED PERC TEST: 14,607 �p PAVED PROPOSED PERFORMED BY:CHARLES ROWLAND,EIT- SULLIVAN ENGINEERING DRIVE PROPOSED SAS SOIL EVALUATOR NO. 13586 m D-BOX w WITNESSED BY:DONNA MIOANDI,R.S. TOWN OF BARNSTABLE Q DECEMBER 29,2014 ,c rn o SITE PASSED <� � rn �IQ PROPosED TEST HOLE - 1 EL. 19.5 TEST HOLE - 2 EL. 19.5 GRAVEL 10 A/E LAYER IOYR 3/1 A/E LAYER 10YR 3/1 N DRIVE 12 _ 10' VERY DARK GRAY VERY DARK GRAY o ` o 10" LOAMY SAND 18.7 12" LOAMY SAND 18.5 rt �g B LAYER IOYR 516 B LAYER IOYR 5/6 YELLOWISH BROWN YELLOWISH BROWN 30" LOAMY SAND 17.0 32" LOAMY SAND 16.8' o Bench Mark Cl LAYER IOYR 5/6 C1 LAYER IOYR 5/6 CB/DH YELLOWISH BROWN YELLOWISH BROWN cu COARSE SAND 48" COARSE SAND 15.5 - Bench Mark \ Elev. 21.86 30" PERC TEST 17.0 C2 LAYER 1OYR 7/3 .y CB/DH _ ...._ _ - _ 25 GALLONS GONE IN 10 MIN. VERY PALE BROWN Elev. 18.63' - _ 48" PERC RATE<2 MINAN(LTAR=0.74) 15.5 13211 MEDIUM SAND 8.5 C2 LAYER 1 OYR 7/3 NO GROUNDWATER ENCOUNTERED \ Road VERY PALE BROWN 132"1 MEDIUM SAND 18.5 . NO GROUNDWATER ENCOUNTERED Edge of Pavement River +� Seapuit TEST HOLE - 3 EL. 19.5 TEST HOLE - 4 EL. 19.5 Plan View A/E LAYER 10YR 3/1 A/E LAYER 10YR 3/1 VERY DARK GRAY VERY DARK GRAY Scale 1„=20' 10" LOAMY SAND 18.7 10" LOAMY SAND 18.7 B LAYER IOYR 5/6 B;LAYER IOYR 5/6 YELLOWISH BROWN YELLOWISH BROWN 28" LOAMY SAND 17.2 28" LOAMY SAND 17.2' CI LAYER IOYR 5/6 C I LAYER IOYR 516 YELLOWISH BROWN YELLOWISH BROWN F.F. EL 22.00 COARSE SAND 50" COARSE SAND 15.3 See Note 6 t 28" PERC TEST 17.2 ���) F.G. EL. 20.0't C2 LAYER 1 OYR 7/3 F.G. EL. 20.00* - *Final foundation GradingTo Be 25 GALLONS GONE IN 10 MIN. VERY PALE BROWN Coordinated With Landscape Plan 48" PERC RATE<2 MINAN(LTAR=0.74) 15.5 132" MEDIUM SAND 8.5 C2 LAYER 1 OYR 7/3 NO GROUNDWATER ENCOUNTERED Flow Equilizers VERY PALE BROWN EL. 18.00 As Required MEDIUM SAND Installer To 1500 Gallon f 132" NO GROUNDWATER ENCOUNTERED 8.5 Con firm Prior EL. 1 .70 To Any Work Septic Tank EL. 17.45 Top EL. 17.75 H-20 Required 17.1 D-Box (See Note 5) Gas Baffle H-20 EL. 17.02 EL. 16.75 Leaching To Be Installed�On Chamber o e ompoc el H-20 ot. EL. 14.75 Bedding,„T„s Inspection Port, If Encountered Remove & Replace & Boffels All Unsuitable Soils Within 5' of cw as Per Title 5 The Outer Perimeter of The System - EL. 8.5' No Groundwater DEVELOPED PROFILE OF SYSTEM Per Test Hale 1 NOT TO SCALE Finish Grade SEPTIC NOTES 3' Max. 1I 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours 9" Min Compacted Fill Filter Prior to Any Excavation For This Project the Contractor Shall Make Fabric the Required Notification to Dig Safe(1-888-344-7233). And/Or 2.The Contractor is Required to Secure Appropriate Permits From Town 1/8 - 1/2 Agencies For Construction Defined by This Plan. XF Pea Stone 3' H-20 314" - 1 1/2" 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall LEACHING Double Washed Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to CHAMBER Stone Assure Watertightness. In General,Water Lines Shall be Constructed in Coordination With COMM Water,and Shall be in Accordance �- 4' - 10" With 248 CMR 1.00-7.00&310 CMR 15.00. �- 12' - 10" 4.A Minimum of 9"of Cover is Required for All Components. 5.All Structures Buried Tliree Feet or More or Subject to Vehicular Traffic to be H-20 Loading.It is the Engineer's CROSS-SECTION OF CHAMBER Reconk-ndindation that H-20 Always be Used. NOT TO SCALE 6.Install Watertight Risers and 18"Covers Max to Within 6"of Finished Grade Over Septic Tank Inlet,Outlet,D-Box,and Two Leaching Chambers. ' 7.Septic System to be Installed in Accordance With 310 CMR 15.00& 248 CYiR 1.00-7.00 Latest Revision and the Town of Barnstable DESIGN DATA Board of Health Regulations. Single Family 8.All Piping to be Sch.40 PVC. -4 Bedroom @ 110 GPD 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum No Garbage Grinder Sump of 6". Total Daily Flow=440 GPD 10.The Separation Distance Between the Septic Tank Inlets and Use a 1500 Gal Septic Tank Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend LEACHING AREA a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" 440 GPD/0.74(LTAR)=594.6 SF Required Below the Flow Line,and Shall be Equipped With a Gas Baffle. Sidewall=2(12.83'+33.51)2'=185.3 SF 11.Any Fill is to be Clean Sand that meets the Requirements Bottom Area=(12.83'x 33.5)=429.8 SF of 310 CMR 15.255(3): Total Provided=615.1 SF(455.2 GPD) LEACHING CHAMBER DESIGN All Pipes to be Schedule 40. Use 3-500 Gallon Leaching tl OF 4140 Chambers in a 12.83'x 33.5'Double etc, Washed Stone Field as Shown. JOHN C. 0 )- 0168 F slGf;Al�N��t .a Update Proposed Septic & Pro Cabana 31412020 Update Proposed Septic & Ex. Dwelling 11912020 Update Proposed Dwelling 09/30/19 REVISION:1 Update Proposed Dwelling 09124119 TITLE PREPARED BY. PREPARED FOR: NOTES: Site Plan Proposed Improvements 1.) The property line information shown was = �a e� ur� compiled from available record information.Englneeftg& pBa sl de Buitdin/qt 23 West Ba Rd, Suite G � �Sullivan Consultin lne y 2. The topographic information was obtained g► Osterville MA 02655 108 Seapu�t River Road 505,���,•P.O.Box559.711MainatnsgOslsrvals,MA02655 (508) 420-3994 / 420-3995fax from a prior on the ground survey, and has 'a`isa°a" �'nong'n'cm• .suiliva'o"9'n'c not been confirmed for this plan. �L Barnstable (Oyster Harbors) Mass. 3. The datum used is NGVD '29, a fixed mean o Draft: CTR Field: WK/CTR/JOD 20 0 10 20 40 80 sea level datum. °ATE' February 3, 2015 SCALE. 1 » = 20' Review: JOD Comp./Review: WK/CTR Project: 19970038 Project: Wyatt World