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HomeMy WebLinkAbout0185 OYSTER WAY - Health (2) ��-, Ohs T�� l,Jc� ,� �cS'j rY; t—L. � - off/- o�G - � � � � � No. �li� Fee / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for -Misposa.Y *pstpm Construction Permit Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) 9complete System ElIndividual Components Location Address or Lot No. t'8S Q �er t✓a/ Owners ame,Address,and Tel.No. �o�n Obi at0( Assessor's Map/Parcel 07/ OIO Installer's Name,Address,and Tel.No. J-p Designer's Name,Address,and Tel.No. Z �y ul Saf/1ta.� Type of Building: Dwelling No.of Bedrooms Lot Size Z 9� % t1r sq.ft. Garbage Grinder( ) Other Type of Building 4.4 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Z 3 2a?L Number of sheets l Revision Date 3196 2-OZZ— Title $%+,_ t* 1 Size of Septic Tank 1500 6&tu + IW ,Type of S.A.S. Y'$'60' e,l(Dti C� 1 Description of Soil C40— T Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of th Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board ealth. Si d Date Je Application Approved Date Application Disapprov Date for the following reasons Permit No. �2 �r!U Date Issued ZW2, Z-2 Al ' Na22_ '✓`�U \. Feet 1I j �W THE COMMONWEALTH OF MASSACHUSETTS Entered incRmputer: Yew PUBLIC HEALTH DIVISION -.TOWN OF BARNSTABLE, MASSACHUSETWS gpOliration for -Misposat *pstem Construction 3pPrmit r y . f Application for a Permit to Construct(t-)"ORepair( ) Upgrade( ) Abandon(. ) XComplete System ❑IndividualComponents r 'Location Address or Lot No. S O f Cv' j/ . ��� (-r�t .,Owner's Name,Address, Tel.No. 3-044 O sue,o rryc , Assessor's Map/Parcel 07/ d/0 Installer's Name,Address,and Tel.No. 5,9 Designer's Name,Address,and Tel.No. Type of Building: , Dwelling No.of Bedrooms Lot Size Z 9-,`�W f sq.ft. Garbage Grinder( ) Other- Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) `1 Y G gpd Design flow provided 1561, gpd Plan Date Z/3/za Z- Number of sheets t Revision Date 5199 /Z0ZZ. Title c J-e Size of Septic Tank �a. pnr + 6Q1,Type of S.A.S. '3-66 d- 11 C49,41440 !h J4,10 Q.- Description of Soil S1ea- 7 A —cry ✓ Nature.0Repairs 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 Board oftealth. Si IL Date ApplicationApprovedb Date Application Disapprov y [ Date for the following reasons r Permit No� 770Z2 06 O Date Issued 21 Z �7 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 l Q �'/�'�� �'L'a'�i O1 or4`.�rP has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.fi)?Z-ObO dated L17-9 Zo ZL- Installer Designer _ v�l, ✓4', ohs,-y Cev,.i f 6,7Ju #bedrooms` `Approved design flow ^ 9<11140 gpd The issuance of this permit shall not be construed as a guarantee that the system will functi•ny as designed! ( f � Date Inspector ,/t - - - - - - ------ - - - - -- - - - - - - ----- --- No 40 22. 066 Fee tT v0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS NspoSal 6pstem Construction Vermit Permission is hereby granted to Construct( - Repair( ) Upgrade( ) Abandon System located at jj D t✓ ()S4/i, 4 and as described in tl.e""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:" i Provided:Construction must be completed within three years of the date of this permi. Date Z M ?m Approved by .•• {, ' t } TOWN.OF BARNSTABLE LOCATION ®� SEWAGE# VILLAGE QS-J. 'V1 A 'AS SSOR'S MAP&PARCEL OW INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY --Z LEACHING FACILITY:(type - (size) 10W X %3 NO.OF BEDROOMS yV OWNER N a ; PERMIT DATE: 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 30.0 feet of leaching facili ) Feet FURNISHED BY i'y OAIZA& �f-1114 - Os7el? '{ Town of Barnstable Regulatory Services Richard V.Scali,Interim Director s�aNsr�BrB, t 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: 4/14/2022 Sewage Permit#2427-^0610 Assessor's Map\Parcel071/010 i E SullivanEngineering&Consulting,Inc. Designer: Installer: `+© CC- 1 711 Main Street Box t/PO B 659 Address: Address: Osterville,MA 02655 r Zt rt`rn 191..Li� On Z9 24 Jwas issued a permit to install a (date) (Installer) septic system at 185 Oyster Way(Osterville) based on a design drawn by (address) Sullivan Engineering&Consulting,Inc. dated1181 (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 satisfactor y. F 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 th t the systeln referenced above was constructe ce with the terms 0 1 ap val er applicable) q A LE. �ti c civil V H st er s ignature) - 69 p TER� ASS/ONAI �' esigner's/Signature) (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:1SepticTesigner Certification Form Rev 8-14-13.doc i i DIRECTIONS: From Hyannis - Follow Main Street to the West End SEPTIC NOTES Y ,, , }• r . Rotary, Take third exit onto Scudder Ave. Turn right onto ` y, 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours Smith Street at the stop sign. Continue on to Craigv►lle Prior to Any Excavation For This Project the Contactor Shall Make ez, , Beach Road and left onto South Main Street. Continue sf the Required Notification to Dig Safe(1-888-344-7233)and contact ,, •" " „" ys over the budge to Osterville, and left onto West Bay 4 YA Sullivan Engineering&Consulting Inc.(SOS-428-3344). Road. follow and turn left onto Bridge ` N/F 2.The Contactor is Required to Secure Appropriate Permits From Town ge Street follow r ; Edward G. & Sandra B. Nabhan Agencies For through the ate at Oyster Harbors and stay straight on ' 9 s I g es Construction Defined by This Plan: 9 9 Y Y g ��; ► � �"�x••' � z . � 30 Stanford Road Nominee Trust 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall Oyster Way #185 Is on the left. Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to To of Bound P Assure Watertightness. In General,Water Lines Shall be Constructed in Bench Mark 56.25 Elev. 22.0 Vent Coordination With COMM Water,and Shall be in Accordance ? 88- 15' 58"W With 248 CAM 1.00 7.00&310 CAM 15.00. S �. r os Ks 1 .r. .,. ..... .. ....,. r &Y.. 234.00' � 4.A Minimum of 9"of Cover is Required for All Components. " 5.All Structures Buried Three Feet or More or Subject LOCATION MAP Cb/dh S88' 15 58 W Paved Drive N to Vehicular Traffic to be H-20 Loading.It is the En ' eer's nd __ E- "-" 16.0' g 8m (1"=2000f)E M Recommendation that H-20 Always be Used. Proposed SAS 6.Install Watertight Risers and Covers to Within 6"ofFinished Grade UP See Detail PlanM_View__- .._ _.. f 16.5 I - - p 4.2 Over Septic Tanks Inlet and Outle4 and to grade over D Box,and One Leaching \� o Exis tin g Chamber.All covers are to be maximum I S"for concrete or 24"cast Iron. ASSESSORS REF.: 7.Septic System to be Installed in Accordance With 310 CAM 15.00& PERC'TEST.22 005 Paved Drive \ Garage Map 071 Parcel 010 248 C!MR 1.00-7.00 Latest Revision and the Town ofBamstable PERFORMED BY:CHARLES ROWLAND,PE- SULLIVAN ENGINEERING ti with Office Board ofHealth Regulations. &CONSULTING"'INC. Pro 1 Above Under _ , 10.6' 8.All Pi to be Sch.40 PVC. SOIL EVALUATOR N0.13586 OVERLAY DISTRICT. D-Box Construction 9.D-Box Shall Have a Minimum Inside Dimension of 12" and a Minimum WITNESSED BY:DAVID STANTON,R.S.-TOWN OF BARNSTABLE c Prop ank " AP - Aquifer Protection District Q _� Sump JANUARY26,2022 Saltwater Estuary Protection District lO.The Separation Distance Between the Septic Tank Inlets and SITE PASSED Resource Protection Overlay District !"�{■ Clean Out all Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend Typ ( a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" FLOOD ZONE: CD e\ rv.....�_._ _. 3 [ Below the Flow Line,and Shall be Equipped With a Gas Baffle. TEST HOLE- 1 EL.22.4 TEST HOLE-2 EL.22.3 I ) TH-4 / cc) _.. o _ Pro osed' ALAYZR lOYR 3/2.... ALAYER.l0YR3/2 Community Panel No.aza ,rs Hazard) M eptic Tanks in Series VE DARK GRAYISHBROWN... VERY DARK GRAYISH BROWN... #250001 C0756 J / - I j ^ See Detail Plan View ... Trl Pro W g SANDYLOAAT 21,7 8" SANDYLOAM.. 21.6 July 16, 2014 �p W / Approx. Invert o0 / z EwLAYERl0YR.4/6 BwLAYERa0YR416 . _ o Elev. 20.2' Walk ..DARK:YELLOWISH BROWN DARK:YELLOWISH BROWN o _ o #185 siu \ DESIGNDATA ...'.'. oAMYSAIVD .:ioAMY:SAND::.. O 1 _ Deck p 24 20.4 26 20.1 to �, 1 1/2 Sty w1f 23.7 ra �. _ Single Family C LAYER 10YR 614 PERC TEST REFERENCES: cv A Approximate Location of j � Dwelling , i PP _3 Bedroom Q 110 GPD LIGHT YELLOWISHBROWN 25 GALLONS GONE IN 4 MIN.25 SEC. i o f to F= R Existing Septic System No Garbage Grinder MEDIUMSAND PERCRATE<2MUVAN(LTAR=0.74) LC Cert. 174481 cn / As Per Town B.O.H. As Built Card. 132 11.4 LC Plan 15354-U 1 a M iH-2 'c B ~�3 _To be Removed Garage With Bedroom NO GROUNDWATER ENCOUNTERED 32" C LAYER IOYR 614 19.6 �. / Lot 1 ac0 / l (Accessory Dwelling Unit) LIGHT YELLOWISH BROWN j 1 a o j 7H-1 € 28,940f SF ac[] Patio ~ _ -I Bedroom Q 110 GPD 132' MEDIUMSAND 11.3 m ` NO Garbage Grinder NO GROUNDWATER ENCOUNTERED I Pool l ZONE: _.W__ _.___ Shed Rinse � Total Flow I 1� l -_W (� 4 Bedrooms @ 100 GPD RF-1 W--4- fnc n, v Total Daily Flow=440GPD Area (min.) 87120 SF (RPOD) N Pool Use a 1500 Gal Septic Tank TEST HOLE-3 EL.22.2 TEST HOLE-4 EL.22.1 Frontage (min) 20 r ( Patio M� Patio '� And 1000Gal Tank in Series ..,.,A LAYER 10YR 3/2: .':ALAYER.I0YR.3/2. Width (min) 125 Setbacks: VERYDARKGRAYiSHBROWN..'.' VERYDARKGRA.... , Front 30 LEACHING AREA g" .. ...... SANDYLOAM............ 21.5 8" . .... SANDYLOAM'.'. 21.4 , ! I -- C G I ...:.. Side 15 1 $etb ck _ ._ _._ _. .... ER.. .... 16. BwLA.YER.l0YR4/6 , I � .�.- �.. 440 GPD/0.74(LTAR)=594.6 SF Requued . DARK:YELL.OWISH:BROWN: .,DARK.YELLO.WiSHBROWN.. ..'. Rear 15 Sidewall 2(12.83 +4292 219.3 SF .. ..... ...... ... ....... ...-, .. + .. ......'.:.'.LOi1WSAND.'.'.'. 19.7 30' LOAMY.SAIVD::.. .. 19.6 N -- - Bottom Area=(12.83'x 429=538.9 SF 30 O �; -- _ ._.. W .-.-23- - \ C LAYER lOYR 6/4 PERC TEST Total Provided=758.2 5F 561.1 GPD_ N ' S 8" ( ) LIGHT YELLOWISHBROWN 25 GALLONS GONE IN 4 MIN.25 SEC. " 50.79 132' 11.2 (L - ) ' N88' S' S8 E No GROUNDWATER ENCOUNTERED 32 C LAYER 10YR 6/4 19.4 cb/dh LEACHING CHAIIMER DESIGN GROUNDWATER sAr,ID PERC RATE<2 MIN/IN TAR-0.74 o Fnd .*,n__ L_ >_�., .� VARIANCE REQUEST: 178.29 N/F LIGHT YELLOWISHBROWN Christopher B. & Mary E. W. Oconnor 132' MEDIUM SAND 11.1 Over the Counter Variance #1 Cb/dh NO GROUNDWATER ENCOUNTERED No Increase in Flow Fnd Finish Grade septic system component to foundation N/F _ setback, but in no case, no more than a w Steven L. Cohen Tr. 3;Max. 50% reduction in teh required seperotion N 201 Oyster Way Nominee Trust s Min composted Fill Finer distance. Septic tanks will be >5' from slab o Fabric garage and SAS will be more than 10' from 00 And/Or 1/8" - 1/2" full house foundation. ep e} W Pea Stone N H-20 3/4" - 1 1/2` O 00 LEACHING Double Washed O) M Stone _ OVERALL PLAN VIEW CHAMBER I ••- o Over the Counter Variance. #2 00 No .Increase in Flow 0 4 10. System components more than 3 below Scale 1 20 ysa 12 - 10-. .. p -. rod.,,. _ I - 9 1 No more than 6' below rode. i I g All components are H- 0 and vent i d CROSS SECTION OF CHAMBER P 2 e t pipe to �., atmosphere I NOT TO SCALE , I i Ede of Paved 9 Vent Drive I � N I I 42.0' t 4.0' -500 Gallon t Charcoal Filtered Vent Final Location to be Determined Chambers O at time of installation or in i accordance with Landscape Plan \ l Existing F.F. El. 23.7 See 'Note 6 t 4' of Crushed Stone Garage (YP) F.G. EL. 22.3t F.G. EL. 23f with Office F.G. EL. 22.3f F.G. EL. 23f Above Under Proposed Construction 29, Fa H-20 1'`tcil M' 10' Min. or D-Box Proposed EL. 20.2f Flow Equalizers ®\ 1� Pitch Mi c Tanks ea 1000 Gallon Propane Tan Installer To. EL. 19.00 1500 Gallon ". � As Required H-20 Confirm Prior Septic .Tank 1000 Go7llon 19 Pitch Min. Septic Tank p EL. 18.75 OO P �:_ - - -� Septic Tfank To Any Work H 20 Required 18.65 P EL. 18.40H To EL. 18.10 (See Note.5) H-20 Recquired 17.4 H-2b P (See Note 5) EL. 17.24.7g D-Bc x Proposed ch 1500 Gallon H-20 H-20 ( 17.10 Leaching Septic Tank I ' Chamber Bo t. EL. 15.10 - O Bedding,"Tits,g ... To Be Installed On Inspection Port, if EriCaun,t.ered Remove ;& Replaee.: _._ a e ompocted ose & Baffels All Unsi.7itablc .Soils Wi:thin::5: of f ........... .. .. ... . .. as Per Tit! The Outer.Perimeter of The S stem �0F AS +I AS N 29, Pitch in. � �, O 2 H S L G EL. 11.1 I Approx. In vert 3 i ID No Groundwater 185 Elev. 20.2 o- C IL Per Test Hole 4 Ia fdo 526 i EL. 3 DEVELOPED PROFILE OF SYSTEM �Q� f�sT ,� Groundwater f FSSIONALG Per T.O.B. Standard Deck Pry '`�. NOT TO SCALE LEGEND. ° Revision: Update Proposed Septic Location 31151202 CDT Cedar Tree Revision: Add Septic Tank in Series for Accessory Dwelling Unit 21231202 FOR: PREPARED BY. TIT HT Holly TreeNOTES. PREPARED LE. Sfte Pla n DT Deciduous .Tree AN VIEW DETAIL PL • 1) The property line information shown was compiled from Engineering Proposed Garage CT Coniferous Tree _ available record information.Scale 1 - 10 � ) topographic' John D. Ell n C. Osm on d 2 The information was obtained from an on yU�, utility Pole the round survey performed on or between 1111212021' Consulting, Inc.gAt O -E= Electric and 1112312021 usingGPS RTK. 508 428-33"•P.O. Box 669.711 Main Street, Osterville MA 02665 T� -G+- Gas - 3 The structures were located by an on the ground survey 185seci@sullivanengin.co>m•www.suilivanengin.com Oyster Way Wetland Flagon 1111212021 and 1112312021. Light Post BamstableO r ste Harbors Mass 9 4) The datum used 1s NAVD 88. 20 0 10 20 40 80 Draft: CTR/ASL Field: WHK JOD CTR Y ) • W O c8/DH Review: OHW Overhead Wires JOD/CTR Comp.. ASL DATE. :.:. SCALE. � Elevation Contour February 3 2022 1 ,. _ 20' 25 I Project: Osmond Project#: 4100045 - y � I II I l I I L I i