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HomeMy WebLinkAbout0185 OCEAN VIEW AVENUE - Health (2) 185A OCEANVIEW AVE. COTUIT l A = 033016 kJ C A1 �lA TOWN OF BARNSTABLE LOCAiON SEWAGE # VILLAGE � .� ASSESSOR'S MAP & LOT 33 INSTALLER'S NAME&PHONE NO. <4m\�% e6r4ak-, �Aag - 24, SEPTIC TANK CAPACITY ��e�� ��•, LEACHING FACILITY: (size) /A/y, X 01 J NO.OF BEDROOMS o BUILDER OR WNER Al I+^P► PERMTTDATE: qy 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 - �. C , o. ©` 60 C C i 1 ICE Fa TOWN OF BARNSTABLE - LOCATION 1 G ,.1U i z SEWAGE # , VILLAGE Zc _' ASSESSOR'S MAP & LOT 33 INSTALLER'S NAME&PHONE NO.. r ;\$ , �,� SEPTIC TANK CAPACITY _ - I57:po LEACHING FACII.ITY: s .l.vrc(size) / � � �X v1�l� NO. OF BEDROOMS BUILDER OR WNER` PERMITDATE: 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 "r-T, �^ 4 V V O , No. .2.,, � I ly A94 , Fee THE COMMON EALTH OF MASSACHUSETTS Entered in computer: �Y Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABL MASSACHUSETTS Zipprtcation for Mi5poear *p6te Co truction Permit Application for a Permit to Construct O0 Repair( )Upgrade( )Aban on( ❑Complete System ❑Individual Components Location Address or Lot No. 196 l�G�/a/V V/EGv 14!✓� Ow`ner ame,Address and Tel.No.M t4rK L EYL�/1/tNf}L— CO^ Zell ` AIA• c/� S'GhL��h/�9�=r f341GlCRiivAgn- Assessor's Map/Parcel Installer's Name,Address,and Tel./No. Designer's Name,Address and Tel.No. 4{2 J-4 q aD� 95-lta; /LLB Type of Building: r Dwelling No.of Bedrooms 16 Lot Size 9` sq.ft. Garbage Grinder(No Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow �i to gallons per day. Calculated daily flow 663 gallons. Plan Date I=E'/3. S, 1 q 9 q Number of sheets Revision Date F& 2 Title Pjq? ,SCD SEI�77G S yS t�fyt (JP(r/'!1 bC Size of Septic Tank /5o O Type of S.A.S. l 2'X 53/GE'AU�1i/V ,4,qo&r Description of Soil O—3 O �UPSU1 L 3 1 9 �— — R r/V (falo SC SAV D. q,i ,/0ii(3— YEL arIJI �'!/,Cl/S� .5:4, ) , z4P � /2 K ��-C— L-T. Ye/ L• 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 itle 5 the vironment Code and not to place the system in operation until a Certifi- cate of Compliance has been is s this o f t . A Signed Date Application Approved by ^ Date y "Z Application Disapproved for the following reasons Permit No. Date Issued ' "` � si r 6 J,=a--^; Fee%j / _ 'En£�ere � THE COMMONWEALTH OF MASSACHUSETTS d in computer: PUBLIC HEALTH DIVISION - TOWN OF'BARNSTABLES MASSACHUSETTS Yes 0(ppficatton for ]Diopoml *p.5teon �tCor��ruction Permit Application for a Permit to'Construct O')Repair( )Upgrade( )Aban ( O Complete System ❑Individual Components Location Address or Lot No. I YS 046-4/V V I FW f/!/6 Owner ame,Address and Tel.No.M t4rk L b V0 N•f N4 1- !1__tuir- /yl CyG d- 2 Assessor's Map/Parcel 3 3 / O p U/�LIYIJ t ST t( Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. y 2 9 2D� Type of Building: Dwelling -, No. of Bedrooms Lot Size 9�sq.ft. Garbage Grinder(N Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures _ Design Flow z 6 U gallons per day. Calculated daily flow 6,63 gallons. Plan Date 1=Er3. S, / 9 9 `/ Number of sheets I Revision Date Fee. 2 y, l q cl q Title S Y s r;67m 11P6�ra o c Size of Septic Tank /50 O Type of S.A.S. I ! C 53�L�AChi/V 1/f/E r "`"• Description of Soil 0-3 O- '7vPSUI L 3�-I Q - 1Br/1/ SA460 . 194, yo"-13- YFz-- ,awry. U -/2-q C- ��so/SG • sr•�•/yD 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 itle 5 gf the kvironment Code and not to place the system in operation until a Certifi-' cate of Compliance has been iss, b thi of of It . Signed Date Application Approved b Date 2 Application Disapproved for the following"-reasons / Permit No. Date Issued oZ --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO C1✓ TIFY,that the On-site Sewage Disposal System Constructed(/K)Repaired ( )Upgraded( ) Abandoned( )1'y at !,1 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 6 dated Installer ' Designer Al,A R o The issuance o permit shall not be construed as a guarantee that the ey`Nrn will function as des gne�LL�114 Date Inspector 'ice Y . No. 7 —�-- --------------------------Fee 417 IV Zo THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE: MASSACHUSETTS Dig;pogal *p!5tem Congtruction Permit Permission is hereby granted to Construct(x)Repair( )Upgrade( )Abandon( ) System located at 1 S OC'G-'A/y V 14F4 J AA//r, (f�,,­72�/ / 7` l'YW �I and as;described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be co pleted within three years of the date of this ermitr Date: 1 / l r'�a Approved ' U 1 PP by l ll \ .w�..nn ..www-rr�r - - ,..n..mm.;.. . n�- _�• '�.0 rC j ubi w ding tuit -rise--r 140L.E eEL. 37.0 O" O TOPSOIL - -6-YR 2/2 ••° �. °'• ." - 3, L3ROWN COARSE '�••,�\ t tS'•:a� +„•���° {jSiuf ,... SAND — 10 Y R 5/3 o - 1A11 ' 8 •a• 4 YELLOW BROWN ,Mtl " -i LOCUS •�' t �k COARsa SANQ - 1 OYR S/!o C. L%G�T YELLOW .•` ' COARSO SAND 10 V R 40y , 4 TEST 1-IOL9 By S.E,1. Z-4-9920 NO GRO LLN O WATER ` �•+No o• _—._ !• OCE�4/►/ - - - ----- There are no wetlands within 100 feet of the proposed leaching facility. VIEW AVENUE There are no private potable wells within 150 feet of the proposed septic system. ( _ There is an increase in flow and no change in use is proposed. LOCUS PLAN 12 83' -a, -- -- There are no variances requested or needed. Scale : I"=2000' o __ The e proposed leaching facility is located more than 250 feet of any wetlands. Assessors Map 33 -UC72, , ,__. -. - �I24.47' Parcel I6 I FG.37 lDESIGN DATA F.G.37.0 Single Family-8Bedroom I IQU+�, RCSe�RVt�\ I N Q ..- 1` . With no Garbage Grinder r� PRIMARY -- r- TH Stone 35.0 33.4 Daily Flow=I IO x 8= 880 GPD (} \ �r \3 Driveway 34.8 Top EI.34.4 Use 2000 Galion Septic Tankic Tank: 880 GPD x %=1760GPD e 2000 Gallon 34.6 a '� Septic Tank 34 4 Dot. E1.31.4 ---- --- %•~'• 34 2 LEACHING AREA 'r 1 �. •••••�•� 1 880 GPD/0.74�1190'SF Required Bedding as I Per Title 5 4.7 Sidewall = 2(12+72)2=336 S.F. 4� ° sRP-rIc Bottom Area= 12x72 = 864 S.F r,n,NK 2 Story Ho 10' 11, 10' 40 12 1200 S.F.Total Provided ° I Carriage House Bottom of Test Hole EL26.7\/F shed o `' LEACHING CHAMBER DESIGN No Ground Water J Y All Pipes to be Schedule 40. Use 2 iv 8 - 500 Gal.Leaching Chambers ina Story W/FDwelling �' o. Nl• N DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM 12' x72'Washed Stone Field as Shown No. 185 - __ I W K K \ > 0 1 Not to Scale (HOUSE) RI_LOCATI= exIST. I a -5 o � - WATM R SeRv1 r r - uI _to _... 36 \ f oo Build. W/F C ' I ►o'MIN, DESIGN DATA FG.37.5 FG. 36.0 Carriage House— 6 Bedroom o Hot House With no Garbage Grinder o a shed Daily Flow=110 xG=660 GPD / \ I 35.5 33.9\ SepticTonk:660 GPD'x 200%=1320GPD 35.3 1500 Gallon 351 Tap EI.34.9 Use 1500 Gallon Septic Tank I MIN /44.s7' Septic Tank 34.7 %1.1 loot. E1.31.9 LEACHING AREA _ y.;�, ..,,..�;.., •ti l I 660 GPD/C2(12+53)2=260S.F. .74=892'SF Required Sidewall = NOTE: Existing SepticSystems(2) Bedding as 4.3' q Ln M I to beRemove.8i Backfilied Per Title 5 •• n� With Clean Suitable Material. 10' I I ' 20' 30' _I?' Bottom Area= 12'x 53' = 636 S.F � n 896 S.F.Total Provided c eK�sl Garden \ Bottom of Test Hole El.26.7.�t i No Ground Water LEACHING CHAMBER DESIGN / All Pipes to be Schedule 40. Use 3 DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM 6,500 Gal.Leaching Chambers ina 12 x 53 Washed Stone Field as Shown Not to scale (CARRIAGE HOUSE) '. NOTES 1 0 Finish Grade 2S _ 1.Water Supply ForThis Lot is Municipal Water. Filter 2 Location of Utilities Shown on This Plan Are Approx. Fabric -Compacted Fill At Least 72 Hours Prior to Any Excavation ForThis \ - Project The ContractorShall Make The Required Notification to Dig Safe(1-800-322-4844) ' a The Contractor is Required to Secure Appropriate �,- - Pea Stoma Permits From Town Agencies For Construction Defined byThis Plan. - --- 4• Install Risers as Requiredto Within 12°of • Leaching -= Finished Grade., -= 3/4 — 1 1/2 l a _ Chamber __ Double Washed 5.All Structures Buried Four Feet or More or Subjec"CIOt as ! Stone to Vehicular Traffic to be H-20 Loading. 4�-16 _I fi Septic System to be Installed in Accordance With 1 _0�► �;tkk OF 310 C MR 15.00 Latest Revision And The Town of - Barnstable Board of Health Regulations g �6.a AI I Piping to be Sch. 40 PVC. - 2s- 7.� ' SLI ;'. CROSS SECTION OF CHAMBER l � ' 1 NOT TO SCALE �'�„ PLAN VIED 01 Scale: I"= 30' _ n e• P , PROPOSED SEPTIC SYSTEM p UPGRADE AT 185 OCEAN VIEW AVENUE No.VM2 Ar 4.4COTUIT, MASS FOR COTU/T BAY z.�, r/,�` MARK LEVENTHAL SCALE: AS SHOWN DATE: FEB. 5, 1999 SULLIVAN ENGINEERING INC REVISlO1.1 2�24�9-1 I3OARO OF IWAL-7 -+ Ccarnrn r� rs OSTERVILLE, MA �.v.r...........c.=.u-or�e.e..; ...:...,..�.-.-::..+.«..>v-,—.r-....•.o.�,sn...:w,...,. ... J ..r .�-�-e ex a irm w^auwsw.,nnM.«.«.+..,.w..,+.w.;.=..»....w..w..n.w.� .ww...•..�.r..�a. -..uewwn.,an.um p �, uoli ("Ming ' °' turt -terST 140LE �L 37.0 w Qa o � © TCPSO I L- - 6—I R 2/2. .° 3' BROWN COAR6E o p, o• ,�$` `� s 81ut .$ ''t � t3'• u io ::fit E'. SAND - IO Y t R 5�3 p ' �� lal'I a �• :°' Q B ViMLOW 16ROWN yQ,, CGARS6 SANG - IOYR 5/(0 •� " : Low •�' ? \-%C. -1 T YELLOW COARSE SAND - 10 Y R Io/y • 1Zy - TL ST 14OLS BY S,E,I, 2--y-99 ° n ` z°, NO GROUND WATER OCEAN - There are no wetlands within 100 feet of the proposed leaching facility. VIEW There are no private potable wells within 150 feet of the proposed septic system. �--� AVENUE There is an increase in flow and no change in use is proposed. LOCUS PLAN 125.e3' o �— There are no variances requested or needed. Scale : I"=2000' The proposed leaching facility is located more than 250 feet of any wetlands. Assessors Map 33 \ ,72' / —-- -'::'l24.47' Parcel 16 Q � \ r4 1 \a DESIGN DATA� J Iv,p+z S�Rv � - a FG.370 FG.3 7.0 Single Family-8 Bedroom 1 "_ PRI MARy With no Garbage Grinder ry Stone 35.0 Driveway 33.4 Daily Flow=I10 x 8= 880 GPD Top EI.34.4 Septic Tank o 880 GPD x 200%=1760GPD 34.8 2000 Gallon 34.6El Use 2000 Gallon Septic Tank 3 a Septic Tank 34.4 W-.' 34.2 Sot.E1.31,4 LEACHING AREA 1 9� ° 880 GPD/0.74=1190'SF Required I � •� • ���� ,j .ti Bedding as 12 O It Pr I C.TANK 2 Story W/F Per Title 5 I 4'71 Bottom Area=C dx72'2 864 S.F ° W/F Shed '0 10 I I 10 40 12 1200 S.F.Total Provided Z Carriage House Bottomof Test Hole E1.26.7 No Ground Water LEACHING CHAMBER DESIGN All Pipes to be Schedule 40. Use 2 Story W/p Dwelling �: O N ro 8 -500 Gal. Leaching Chambers Ina No. 185 !- DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM 12 x72 Washed Stone Field as Shown > a Not to Scale (HOUSE) rzl LoCA•ri sxI$T, a 'V a WATGR'SWRVICM - �� I Story.W/F b �o'►,n►t�, FG.311.5 DESIGN DATA FG.36.0 o Hot House Carriage House- 6 Bedroom shed With no Garbage Grinder 35.5 Daily Flow=110 x6 660 GPD -.; 33.9 Top EI.34.9 Septic Tank:660 GPD'x 200%=1320 GPD 35.3 1500 Gallon ' Use 1500 Gallon Septic Tank 44.67'. 35.1 Septic Tank p MIN 34.7 W..1 34.5 _ I I Sot.E1.31.9 LEACHING AREA ^ Bedding as I 4.3 _ 660 GPD/0.74=892'SF Required NOTE: Existing SepticSystems(2) O, to be Remove.Bl Backfi Iled Per Title 5 Sidewall = 2(12�t 53�)2=260 S.F. J Bottom Area= 12�x 53� = 636 S.F I+ \ \ nl With Clean Suitable Material. ' Exist, harden I 0 I I 20 . _30 12 896 S.F.Total Provided Bottom of Test Hole E1.26.7 LEACHING CHAMBER DESIGN No Ground Water At Pipes to be Schedule 40. Use 30� 6 -500 Gal.Leaching Chambers Ina — DEVVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM 12'x 53'Washed Stone Field as Shown Not Scale (CARRIAGE HOUSE) 1 + 3 Finish Grade NOTES I.Water Supply ForThis Lot is Municipal Water. q►�,6'0= s F ` Filter 2 Location of Utilities Shown on This Plan Are Approx. Fabric Compacted Fill At Least 72 Hours Prior to Any Excavation ForThis Project The ContractorSholl Make The Required I/8° 1/2,� Notification to Dig Safe(1-800-322-4844) ' Pea Stone 36 The Contractor is Required to Secure Appropriate Permits From Town Agencies For Construction � - Defined byThis Plan. - -'- 4. Install Risers as Required to Within 12°of _ Leaching 'v - __ Chamber 3/4 - I I/2 Finished Grade. Double Washed 5.All Structures Buried Four Feet or More or Subject' Stone to Vehicular Traffic to be H-20 Loading. 4'-1d _I E Septic System to be Installed in Accordance With t -0" 310 CMR 15.00 Latest Revision And The Town of Barnstable Board of Health Regulations 7. Al I Piping to be Sch. 40 PVC. , CROSS SECTION OF CHAMBER NOT TO SCALE PLAN VIEW Scale I"= 30' w PE 3'ER x SULI.RIANUl PROPOSED SEPTIC SYSTEM %�k ate110.29733UPGRADE O �fw1�'ARD �� tri�°IL f� ' R. . ^, G4. ,c�. A T u4 ux No.34312 %cG 185 OCEAN VIEW AVENUE � 0 COTUIT, MASS FOR COTU/T BAY r: � �/�� MARK LEVENTHAL SCALE: AS SHOWN DATE: FEB. 5, 1999 SULLIVAN ENGINEERING INC R�vislo�.I 2/24/99 DOARO OF NEAl..T11 CGhM IVTs OSTERVILLE,MA