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HomeMy WebLinkAbout0469 SEA VIEW AVENUE - Health W9 t ' No. Y.0 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pplitation for Disposal *pstrm Cone-truttiun VPrmit Application for a Permit to Construct(-�r'Repair( ) Upgrade( ) Abandon( ) []'Complete System ❑Individual Components Location Address or Lot No. 4(oQ Sept VI 'ftk�—' Owner's Name,Address,and Tel.No. t�`5(e:ilil\ll�= �j aa�li L. jy lt�WWi� �tuST Assessor's Map/Parcel ►'3$-6Z-J-oo'Z Installer's Name,Address,and Tel.No. 5c? ,3 1-0 ?t,r �c� Designer's Name,Address,and Tel.Xq. 5&o-tit,6-33n Type o ilding: Dwelling No.of Bedrooms Lot Size 4'5,5 fe\ sq.8. Garbage Grinder(M Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) Z60 gpd Design flow provided 33 gpd Plan Date Da t' v ZD,'Z®Z° Number of sheets Revision Date Title Slat AV 1 T1 r'..'60-.t jonPrnvc"2A S Size of Septic Tank Z_00(21, i'\3m0 Type of S.A.S. Qi^ 5m 6k LVkArte.S 1 y\ 1 Z,ly r\70 Description of Soil 'Z©-Z 4 S ®-G„ b0t� -\S, /� CUAM 5 0 1 15-37 WAR" 5 kNt--) 01k'51 3l-I 32 C 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 the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of a h. S Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 2 0 2 0 ' 0 Date Issued to ` No. .. R Fee 1D t.. L .- Entered in computer: THE COMMONWEALTH OF MASSACHUSETTSF . Yes. PUBLIC HEALTH DIVISION TOWN- F BARNSTABLE, MASSACHUSETTS application for MispoBal 6pStPYIY Construction Vermit Application for a Permit to Construct(-�' Repair( ) Upgrade( ) Abandon( ) 0 Complete System ❑IndiJvidual Components Location Address or Lot No. 4" St A'V r W Owner's Name,Address,and Tel.No. ' r C7y'CCii►�111!�.'. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. 3`> Designer's Name,Address,and Tel. �.. . t ��,�„� �_ �g ����� ��- off--- ��, a d� ��a • Type ofuilding: r.F a Dwelling No.of Bedrooms Lot Size 43,5(o, sq.ft. Garbage Grinder(A Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures r Design Flow(min.required) �'�iU gpd Design flow provided Q��j gpd Plan Date Number of sheets Revision Date k Title �j 1 �S^ ?r`e0,4 3"N orou'e*CA Size of Septic Tank ZouU lot+ Type of S.A.S. 5y 6k wAefte.5 Ivy ,. Description of Soil Rk Z O-Z y S 0-(. , 63AVVN (n-\5" Wk tq Avm ')*M0 : %i k li l q. ` Nature of Repairs or Alterations(Answer when applicable) i Date last inspected: R 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 'ealth. ? Date '�� Application Approved by Date / < Application Disapproved by Date for the following reasons Permit No. 17 o;1 v 910 Date Issued n-__ ----- ----- -. - - - - ------•-- •----- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance - THIS IS TO GRTIF ,that the site Sewage Disposal y_stem>CarLs cted Repaired( ) Upgraded( ) --Abandoned( )bye —� at y��{ St A V l fw A\K. has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. °�4d t'j dated 9 Installer { Designer �r #bedrooms t / Approved design flow 00 gpd The issuance of this permit shall not be construed as guarantee that the system will ib i a d—esig ied. - Date Inspector Y Y � <<No. .x O Oc �l� ----•--------------- — - - ` ......... Fee ---- q -- - ---.n 'i THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction permit Permission is hereby granted to Construct(✓} Repair( ) Upgrade( ) Abandon System located at q 5E p� View N\,C- Once,Vw,.g t and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with i Title 5 and the following,local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date Approved by i TOWN OF BARNSTABLE LOCATION 4 W Sew, @1L4,,Z kt/1 SEWAGE# 24 -0 `L1 O VILLAGE p Kt)kZ ASSESSOR'S MAP&PARCEL 7-0112 •INSTALLER'S NAME&PHONE NO.JMD�2n, (-�\AL^nt SEPTIC TANK CAPACITY ILL ")L 6 �, ��o LEACHING FACILITY:(type( -� �Ww�'''tstZT ) '7k 1 3 NO.OF BEDROOMS OWNER PERMIT DATE: CO dLIANCE DATE: Separation Distance Between 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 l �� °l d eow eu.�,re Town of Barnstable , TME' Regulatory Services Richard V. Scali,Interim Director BMNffAMA Public Health Division 059. " Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 11/8/2021 Sewage Permit# .Assessor's Map\Parcel 138/027-002 Designer: Sullivan Engineering&Consulting, Inc. Installer: Joyce Landscaping, Inc. 711 Main Street/PO Box 659 68 Flint Street Address: Address: _ Osterville, MA 02655 Marstons Mills, MA 02648 On ry was issued a permit to install a (date) 1 (installer) 469 Sea View Avenue,Osterville septic system at _ based on a design drawn by (address) Sullivan Engineering&Consulting, Inc, dated 12/20/2020 (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: 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. cert that the stem referenced above was constructed in c nee with the terms f th ` a oval letters (if applicable) "OF,w s p CHARLES \ s ller's Signature) " No. s: 7­7 (Designer's Signature) (Affix Designer p 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 DIRECTIONS ZONE: ffi X. n"' RF 1 P From Hyannis - Follow Main Street to the West Endof Pave. , AV`'' '101yg Rotary,• Take third exit onto Scudder Ave. Turn right onto Area (min.) 87,120 SF (RPOD) Edge VvVide gV� b G� 28 02, R� Smith Street at the stop sign. Continue on to Craigville Frontage (min) 20'ecPU L= Beach Road and left onto South Main Street. Continue over�jv` Z the bridge to Osterville, and left onto West Bay RoadWidth (min) 12540' _--- k'�6�� = 10 6 CB/dh continue to Wianno Ave. and turn left and turn right onto Setbacks: - fnd Sea View Avenue #469 is on your left. Front 30 1 Side 15 Rear 15' Edge of Pave 9' 4 45 FLOOD ZONE: P • 45 45 Zones�. Z Zones AE (Elev. 14), RR S k fnd g9 ' / '' N ' / X (0.2% Annual Chance) : 00 r* 30'/ & X (Minimal Flood Hazard) Community Panel No. #250001 C0757 J g¢ \moo / / Setbac 1 1 July 16, 2014 >,. .. \ / 30' B� LOCATION MAP ( Scale: 1 2000 f t L ASSESSORS REF.: o °ti° cG1 Map 138 Parcel 027-002 \� '� i' OVERLAY DISTRICT: \ \ { 1 ��4� AP - Aquifer Protection District Lti ROPD - Resource Protection Overlay District K o � / /O. y \ LOT AREA TOTAL \ 43,561 SF REFERENCES: Plan:Deed: LCP Cert.1748 1 - o � LCP 1748-Z • j \ o i -10„ ` f � I z \ A�' % 011m CB/dh i / fnd -10 0. 1 \ 1 a \ \ \ M N ; `� 3 -� DESIGN DATA SEPTIC NOTES O ! t NS 6\ f •-tl � M / Single Family 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours N \ I N } \ t o 0 0 ' -14 Rooms Prior to Any Excavation For This Project the Contractor Shall Make r, "' Z 8 Bedroom @ 110 GPD the Required Notification to Dig Safe(1-888-344-7233)and contact f Z No Garbage Grinder Sullivan Engineering&Consulting Inc.(508-428-3344). o Total Daily Flow=880 GPD 2. The Contractor is Required to Secure Appropriate Permits From Town O l o Use a 2000 Gal Septic Tank Agencies For Construction Defined by This Plan. t \ &a 1500 Gal Septic Tank 3. Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall \ l , in Series For Plumbing Ejector Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to \ 4 \ ~\ LEACHING AREA Assure Watertightness. In General, Water Lines Shall be Constructed in \ Coordination With COMM Water,and Shall be in Accordance n t-3 880 GPD/0.74(LTAR)=1,189.2 SF Required \ With 248 CAM 1.00 7.00&310 CMIt 15.00. -1 Sidewall=2(12.83'+72')2'=339 SF „ i \ C0 Bottom Area=(12.83'x 729=923 SF 4.A Minimum of 9 of Cover is Required for All Components. nI-2 4 -_+o O ° � Total Provided=1,262 SF(933 GPD) 5.All Structures Buried Three Feet or More or Subject --b, to Vehicular Traffic to be H-20 Loading.It is the Engineer`s o O I `� in Recommendation that H-20 Always be Used. s� LEACHING CHAMBER DESIGN \ 1 o 6.Install Watertight Risers and Covers to Within 6"of Finished Grade All Pipes to ea Schedule m Use Over Septic Tank Inlets and Outlets,D-Box,and TwoLeachmg Chambers. \ ( I 1 l `, �N 8-500 Gal.Leaching Chambers m a All covers are to be maximum 18"for concrete or 24"Cast Iron. � u, � � 12.83'x 72"Double Washed Q \ -- i O Stone Fields as Shown. 7 Septic System to be Installed in Accordance With 310 CAR 15.00& o ,\ N \ N. 248 CAR 1.00-7.00 Latest Revision and the Town ofBarnstable 03 0 o cf. �• ; ; f MI R / Board ofHealth Regulations. A \ 1, 8.All Piping to be Sch.40 PVC. 9.D-Box Shall Have a Minimum Inside Dimension of 12;and a Minimum 3 ) j oP�5E0, o Sump of6'. Pp ►N1 g: t o \ 10. The Separation Distance Between the Septic Tank Inlets and fl m 1.�- 400 o eP eP u, F 0 F EL 20 Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend \ F EL• a Minimum of 10 Below the Flow Line.Outlet Tees Shall Extend 14 F' PRQN pt1T c°� Below the Flow Line,and Shall be Equipped With a Gas Baffle. 100, 11. Proposed Plumbing Ejector Shall be for Basement Flow Only(2 Bedrooms \ Z�ro _ a TO EDGE OF /25%ofDaily Flow). IfNon-Grinder Pump is used,Discharge Flow Rate c, o I PO p WETLANDS Shall be Fewer than 60 GPM at the Total Dynamic Head and Capable \ u� pR�UM6 NO \ Q PER SE3-4429 ofPassmg a 2"Diameter Solid. If a Grinder Pump 1s used,the Discharge t ` P E OF, E 11 I ( Flow Rate Shall Comply with the State Plumbing Code. Benchmark: \ t ck ' I I PERC TEST:20-245 El.=17.30' (NA VD'88) \ \ 1 ' \ P OP RCHD \ � PERFORMED BY:SOIL EJOHN VALUATOR NO.2911 NENGIIVEERING TO o f CB/dh fn d ` I WITNESSED BY.DONNALD DESMARAIS,R.S.-TOWN OFBARNSTABLE C dh \ NOVEMBER 13,2020 fn ` SITE PASSED �• 4 0. \ TEST HOLE- 1 EL. l&2 TEST HOLE-2 EL. 18.2 30. �` \ I 1 CB dh 45' 45 s LOAM' LOAM ................ fnd s 589• CB/CIfS` o\ \ / / 1 6' :...17.7 6' ;...'............................ 17.7 2g.94 fnd 0(A•Ft1 'ER'IOY�t:•'4/4•...:.:...:.... 0/A:LAYEK•l( 'R 4kl'• .... . \ Setbac - ".',.::::....:DARK YELLOWISHERi7WN „ IIARKYEhLOWISHBKO.....•'•'•' / rn\ LOAMY'SY4ND'.'.'...'..'..'..:: 1�2 ll .. LOAMYSAND 17.3 ..........BLA.E- -10•YR'S/6'.. ...... .............'.BL:AYER•l0Y...... ...... .YEL'LOx.....Blt................... ....................YELI OWISFIBROWN ...... =s \ 34" . LOAMYSAND..:...'.::..:'. 14.9 36 •-LOAMYSAND....:..•.-.•.•.•.•. 15.2 Ex�stin a N8a• 5 C LAYER Z5Y&4 C LAYER 15Y&4 Gara9 ` 103 4 LIGHT YELLOWISHBROWN LIGHT YELLOWISHBROWN 120' MEDIUM SAND 8.2 AEDIUMSAND 1 �X 2X Annual ncer NO GROUNDWATER ENCOUNTERED 48" PERC TEST 14.2 FE/t-T�Z 25 GALLONS GONE IN 5�30 SEC. �( (Minimal Flood Hazard) 3 m 120, PERC RATE<2 MGV12N(LTAR=0.74) &2 a NO GROUNDWATER ENCOUNTERED TEST HOLE-3 EL. 16 6 TEST HOLE-4 EL.16 5 N .'.'......'.'.'.'.'.'.':.............................. .....:.Llfl'..:.:.............:...........:. ..'.'..'.'.........'.'.'LOAM.'...............'.' 6':_:::::.:::.:.:.:.:.: :.'. ' 16.1 5'':':::':':':::'::.:::: ::':':': :::::::':':::: 16.1 ..... ...'O/�1•IrA�'ER'lOYR' 4/4•'.••••'•'•... :•'•'•'O/A'LAYER,1 'R 4r4•'•'•'•'•'•'•'•'•' ...:.•DARK'YELLOWISHBRi�T N:..•'.'•'• ........ ............... °� l 18"::': ......OAMY.sA1VD . 14.1 15" LOAMY.�AIVa:':.':..': : 15.3 cr BLAYEK 20•YR'S/6'•'•'••'•'•'•'.'.. .•.•.•'.'•'•'•'•'.YELLOxVISNBROWI....'.... ::.::'::':'::':.TELL OWISH 8R0•WI+G.:::.':'.':::' ........................ ........ .. ...... ....................... co 36" ........,...'..L©AMYSAND............. 13.6 37' '''''' ''''''•LOAMYSAND.'..'....'.'.'.'... 13.4 N C LAYER 2' Y 614 C LAYER 2.5Y 6/4 LIGHT YELLOWISH BROWN LIGHT YELLOWISHBROWN 120' MEDIUM SAND 6.6 MEDIUM SAND NO GROUNDWATER ENCOUNTERED 42" PERC TEST 13.0 25 GALLONS GONE IN 5 MIN 30 SEC. 132, PERC RATE<2 MUVAN(LTAR=0.74) 5.5 NO GROUNDWATER ENCOUNTERED Finish Grade 3' Max. IMM1 21=0MANIV 9" Min Compacted Fill Filter Fabric �. Andlor 2' Gomm 118" - 112" t Pea Stone 9 3 314 1 1 #45 wIf LEACHING Double Washed E)6 tin�in9 CHAMBER Stone r 4' - 10"' � 12' - 10" CROSS SECTION OF CHAMBER NOT TO SCALE l 17 F.G. EL. 18.00* - *Final Foundation GradingTo Be See Note 6 (typ.) F.G. EL. 17.00 Coordinated With Landscape Plan EL. 16.15 Flow Equilizers LEGEND. Installer To � As Required Confirm Prior EL. 2000 Gallon EL. 15.00 To Any Work Septic Tank EL. 4. 1500 Gallon CDT Cedar Tree (See Note 5) Septic Tank El. 14.50 Top EL. 14.00 (See Note 5) 1 7 D-Box EL. 13.58 HT Holly Tree 13.00 Leaching `zIa' DT Deciduous Tree Chamber CT Coniferous Tree Bedding,"T„S ; To Be Installed On Inspection Port, 1f:; tiazsinat' o:feltidWe: 8t:Replee.: Utility Pole eta e & Bdffels Aft C1rl5u1t�tGl� Soils;k......i ;�".d ` .. n _ as Per Title 5 Ld -E- Electric -.: � �1?.�:Qut�r.:Periiareler.�f::7h�..S ..:fain_ ..... .... ........................................ . -G- Gas EL. 5.5 L, Wetland Flag No Groundwater Light Post DEVELOPED PROFILE OF SYSTEM Per Test Hole 4 El CB/DH Groundwater 1 z NOT TO SCALE OHW- Overhead Wires Per T.O.B. G.W. Map 25 Elevation Contour `®J Catch Basin TITLE n PREPARED BY. PREPARED FOR: NOTES: SitePlat / 1) The structures shown were located on the ground by Proposed Improvements ove///e/ /ta7 • Engineering & UOSton Cit Holds 1 TrUSt conventional survey methods on 1211112020pp y g 2) The property line information shown hereon was compiled m from available record information.. At consuiting, 3) The datum used is NAVD 1988, a fixed mean sea levelivan y Inc.nc datum obtained by RTK GPS performed by Sullivan Engineering 469 Sea View Ave. & Consulting Inc. Bamstable (508)428-33"•P.O. Box 659.711 Main Street,Osterville, MA 02655 4) Topographic information was collected using both (Ostervine) Mass. seci@suilivanengin.com•WWW.suilivanengin.com conventional survey method and RTK GPS on 1211112020. Draft: ASL Field: WHK/CTR 20 0 10 20 40 80 DATE December 20, 2020 1 20 SCALE: Review: CTR/JOD Comp./Review: = Project: Joxtimer/Dowdle Project#• 1998165