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HomeMy WebLinkAbout0035 LEONARD DRIVE - Health 35 LEONARD DRIVE OSTERVILLE A= 114 - 042 i f TOWN OF BARNSTABLE -LOCATION 3S Ave— SEWAGE # VILLAGE ASSESSOR'S MAP & LOT PAn.ceL O Z INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO.OF BEDROOMS y BUILDER OR OWNER F. /,eSTe 1L_ F71ZA S e g, PERMITDATE: COMPLIANCE DATE: i 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 )00 f7 3 N L V k r ~ N Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: [/ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes applitation for Disposal 6pstem CottYCompiete ttion Permit Application for a Permit to Construct( ) Repair(�Upgrade( ) Abandon( ) System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. A0aL U1 ;6 ta Assessor's Map/Parcel ©�Te�~�'tt I! ®y $Fr&s COSTeiw,(*Q,w,1r Y� jm ATM ate,, HAy 3 Installer's N Arne,Add ess,and 1.No. .S`08'3 S Designer's Narlte,Addres ,and Tel.No. .SnB-y49- .313 rc��� `tctGa.��.sZ"ar I En$�heeWer - r 8'R ?ov�o� O$Zerw.�`a tat WesT CrashKwj -FatC1f} 17�9, Type of Building: Dwelling No.of Bedrooms Lot Size U b Li3 sq.ft. Garbage Grinder(A/.# Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 440 gpd Design flow provided .s6 40 gpd Plan Date J A:s i,o�,C>a10 Number of sheets o2 Revision Date Title " Size of Septic Tank I$'00 G A. Type of S.A.S. L f- cs0 O G f . CRA r•6 Description of Soil QS t)er Sa� �OCS O►� 4LA Nature of Repair or Alterations(Answer when applicable) � 'E o < i I( e)[ &44 P-ess OAS - 5�'al (TOO s �� - -ao�Gs��iox - -Soo �tl. e bcr s �„� �� w� `e-f SZbrt� 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 f Health. Si KDate 7 l., �.aoao Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued Q ' i THE COMMONWEALTH OF MASSACHUSETTS Entered Fee puter: L/ Fee PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplicatlon for MispoSal 6pstrur COI Btr ctlon Permit Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon omplete System ❑Individual Components t. Location Address or Lot No. (Owne:n's Name,Address,and Tel.No. - G I L 0 1)/6'15 1 , ldO CCCtI;c, i:7e,4 )e k tr3ra Assessor's Map/Parcel ����D� f-t Ct s r 0 STer 4 /C/ . OU0113 Installer's Name;Address,and Tel.No. Designer's Name,Address,and Tel.No. 1�v vc� l`tcti�a ll,:'�r II GtcS txrC� 4t_L-jG,r Izs / O`ic.r`�.(lr 1 Loee ,TIOL65�i�1J1 Type of Building: J Dwelling No.of Bedrooms Lot Size 361 L Li 3.-/ sq.ft. Garbage Grinder(A/)q Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures 1 e i Design Flow(min.required) y H O gpd Design flow provided S6 gpd Plan Date y 1 , a!0,,101 Number of sheets Revision Date Title Size of Septic Tank t SOO G A'. Type of S.A.S. Lf - .SO 0 G Description of Soil AS t,- Sot GCS bh IC..i\ V t Nature of Repairs or Alterations(Answer when applicable) v i\\ 'F t C, 1 S t t kc, C E:S5 J U 0�5 14 t (5 CJ I (5 o O r J�QctG_\C"/k/ �tS(,f C' \Cvv v)o Svi( U�.vv�I�l W, ' A 5 tdhe ( r (IOU(r-c4 w, 1 �, (lei - C l?r;L x.LW 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 f Health. Sign Date T,,1 6,4 p Application Approved by Date zo Application Disapproved by Date for the following reasons r Permit No. aPO C; Date Issued o ti = THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(k") Upgraded( ) Abandoned( )by S�\'/o r C't�� Cv,'\Sl at 3 5 Li�p \c.�✓� ,�[`, G S`j`c( � <<r has been constructed in accordance with the provisions of Title 511 and the for Disposal System Construction Permit No', dated Installer�t-UCe hG.L,_I Stcr Designer .\�_� 1cct c WOP& �t.'trr;' �C E_71ze #bedrooms y Approved design flow ( gpd The issuance of this permit s all not be construed as a guarantee that the system will f o� Date �2 Inspector �O`�D - --- ------ No. ------Fee /�`/�jC THE COMMONWEALTH OF MASSACHUSETTS \S�10_ PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal .pstem Construction Jermit Permission is hereby granted to Construct( ) Repair( � Upgrade( ) Abandon( ) System located at 35 Le v I C 1,0 7 r. �Sler✓� /�e 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. I Provided:Construction must be com eted ithin three years of the date of this perm t. Date k f i/ Approved by TOwn ofBarnstable "o Tit��?w i0l- �0, Regulatory Services Richard V. Scali, Interim Director 39 Public Health Division 0M 0 My. ion Thomas NiIcKean, Director 200 Main Street,Hyannis,MA 027G01 Office: 508-862-41644 50,S-790-6104 Date: 7 Installer&, 1)es'�Znel' Cc-fification Form -Sewage Permit. 10 .assessor's Map\Parcel Desionell: 0 Address: )2 Cis installer: -ts Address: Cc t-A-zOil 0 5 issued a permit to install a .atee kills aller) G Septic system at Lased on a design s Ign drawn by Cn 1 0-ee-ri r?9 .(d'fsi2ner.) cerrifv that the septic Ptic system referenced above was e design, NVIlich may include rninor approved c1l.jr installed as distribution box and/or _-ej)L,C tarik, lateral relocation of thewere found satisfictol-V. Strip OLIt %�Ia3 Inspected and the soils UI ":ertifi' that the S'�Pt'c abov e— .�f Was insialled wifl,,�reater than 1W later,-,] 1­1 C)FIi— �� -.S of the septic system' , ;;,, or any but lir I ',�I L,I relocation of aIj\., C".1111POIlelit W [h State & Local Re!�,u certified as-built by de�sijyner tc, i I - lat nevi sicin or kJ10"v. S Plan were found satisfactory, )tI,IP Clill (if reqUired) was i ) lllsi ected- and the soils certify that the system referenced above It* "�!OS COnStRICted in Of tile PuA approval letters (*i applicable) ith the ten-as taller s sio— Paturc) u ytC�NTE� cML V40.35109 (Designer's Signatjl(r�e_) _ x De-S),yrie C ere) PLEASE RETURN TO BARNSTA, 13LF� L�BLIC 11E,,kLTH DJVJ�Sj CERTI]PI OF COYN------ 0 N. IpL It NOV BE JISPSUED U LATE g1PLL NCE. LA E L NTIL BOTH THIS FORM AND AS- L THANK YOU. UN'ST HABLE PLMB I 'CARD kI,TH DIVISION. Engineers note:This ceriiiicatio,is LEs,-.jj o sys?p r. ccnponen?s as jns'ajjed s error to, Terglneei did nor superjSe construction o:the systenn.T; ass" s`esnorsi0;Iitv rcr a!!materiaivor Manshio,,o specified grades " h e OP2Ctjn ar.o settina I -overs as o,the desion plan. ,t II TOWN OF BARNSTABLE LOCATION 3S b co AcLt-,4 Jbr. SEWAGE# A0aQ- /O VILLAGE Q S t et'V t I I C ASSESSOR'S MAP&PARCEL//// 0 41a INSTALLER'S NAME&PHONE NO. 8. � L Q-M( 5 L - S D9-326'3%15 SEPTIC TANK CAPACITY (SO6 GH(_ h('/O _ r LEACHING FACILITY:(type) 4-5 DO G,}I.C6N1crl (size) NO.OF BEDROOMS Lf - S&6 G t?.k3 �cs LS A NOIJ OWNER 9144c F'rc.xr, Cecjc. I"d l=rig.3c1, 0,57- 6M-/5%v-JT PERMIT DATE: 0 COMPLIANCE DATE: 020 ZO Separation Distance Between the: -7( 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 Ga:.r�a.S e o � a <<�„ y o s —' ya 6 ,6 i �� -- 18 -- EXISTING CONTOUR x 18.98 EXISTING SPOT GRADE W PROPOSED WATER SVC. G EXISTING GAS SERVICEw"`�1 T`9 TEST PIT f { , e ' F �jz .y+dad`a a � BENCHMARK , LEGEND '93 a �! 7 f;_ LOCUS MAP a LEONARD DRIVE PK SET 16.55 .15.01 15.52 edge Of 15.93 pavement 16.46 16.72 17.19 15.56 70'12'00" E Cea i 16.76 171 162.86W W16. 5 x 16.50 x 16.71 16.89 ` LOTE 60 a ���� kiq)<LY 16.72 36,643 tSF ,- x /T ' O 17.17 17.11 /17.14 - 17.26 l / x 0. FLAG POLE ' 17.71 / - 17.14 ----� 17 S9 x 17.92 .`:�bR%YG WAYI; 17.58 17.20 x - x 1 92 /EXISTING ' .74`::; HOUSE(135) ".. T.O.F.=18.2f Fbh GARAGE -18.10. INV 15W86-t ER 18.43 BENCHMARK x 1es7 CORNER OF PA 770 17.66 +• DEC PATIO ' z 18.38 - x z EL.=18.51 BM 18.18 x 8 51 18.44 (O N 0D 1 N (O � N N � 00 p 17.57 + 00 18.09 18.3 P 00 0 c PROPOSED SEPTIC TANK• 17B2 7.79 - -�17.48-� c 0 RESEf4VE AR���'�I�-11' *17.66 � O I F' -4 x -48 LTP-2--------J 17.97 +17.47 r: TP_ PROPOSED S.A.S. O O O 0 4-500 GALLON CHAMBERS 17.0 SURROUNDED W/4' STONE EXISTING CESSPOOLS 4 SMALL INE PUMPED, FILLED W/SAND x 17.34 1�F 16. x 17.34 AND ABANDONED / x 6.�. / � x 17.34 . / +16.64 / +17.44 . . . . . a +17.37 / - +.16.13 / +1 .24 / / •.+17.49 +•17.22 • / Of Ia. // •. .edge- +17.15 17.34 [_ ---- 162.86' N 70'12'00" E OF 44SX ti o PETER T. G� McENTEE CIVIL No. 35109 Sl OWNER OF RECORD ^/ FRASER, NANCY L, CECELIA J AND 2Q� FRASER OSTERVILLE REALTY TRUST 'T ?� 202 LINDEN PONDS WAY #310 HINGHAM, MA 02043-8716 PARCEL ID: 114-042 Engineering by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM UPGRADE PLAN Engineering Works, Inc. 1"=30' P.T.M. 207-20 35 LEONARD DRIVE, OSTERVILLE, MA 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 7/1/20 P.T.M. 1 of 2 Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville-, MA 02632 �1 N NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE <14.50 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL WATERTIGHT RISER & INSTALL RISER & COVER OVER ONE CHAMBER AND OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT TOF=18.2± F.G. EL.=18.1± F.G. EL.=18.1± F.G. EL.=17.2± F.G. EL.=17.2± L = 18' L 48' L = 23' 2" LAYER OF 1/8" TO 1/2" @ S=1% (MIN.) ; @ S=1% (MIN.) @ S=1% (MIN.) DOUBLE WASHED STONE 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC (OR APPROVED FILTER FABRIC) 6" 1o"I as as 14" s 2' EFF. aaaaaBaaaa 3/4" TO 1-1/2" DOUBLE INV.=15.50 48" LIQUID DEPTH-L WASHED STONE LEVEL ADD INV.=14.40 PROPOSED 5.2' 4' GAS BAFFLE INV.=14.23 EFFECTIVE WIDTH 12.8' INV.=15.25 D-BOX AM MH-20 INV.=14.00 INV.=15.86t PROPOSED SEPTIC TANK 4-500 GALLON LEACHING CHAMBERS (VERIFY) SURROUNDED WITH STONE AS SHOWN NOTES: H-10 RATED 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE TOP CONC. ELEV.=14.8± INVERTS, PRIOR TO INSTALLATION. BREAKOUT ELEV.=14.50 aaaa INV. ELEV.=14.00 a 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 999999000 63 TRUE TO GRADE ON A MECHANICALLY COMPACTED aa600000080 STABLE BASE OR SIX INCH AGGREGATE BASE, AS BOTTOM ELEV.=12.00 SPECIFIED IN 310 CMR 15.221(2). 4' 4 x 8.5' = 34' 4' 3LL L & OUTLET TEES S REQUIRED. 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 42' ' ) INSTALL INLET T A PERVIOUS MATERIAL - 4) A GAS BAFFLE SHALL BE INSTALLED ON OUTLET TEE 5' (MIN.) ABOVE G.W. j�CHING SYSTEM SECTION AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. - BOTTOM OF TEST PIT, EL.=5.7 = SEPTIC SYSTEM PROFILE N.T.S. SOIL LOG GENERAL NOTES:. DATE: JUNE 26, 2020 Ref.#TPT-20-125 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL EVALUATOR: PETER McENTEE PE, (SE#1542) BOARD OF HEALTH AND THE DESIGN ENGINEER. WITNESS: DONALD DESMARAIS (HEALTH AGENT) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS Elev. TP- 1 Depth Elev. TP-2 Depth OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS. 17.2 A 0" 17.5 A 0" 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR LOAMY SAND LOAMY SAND TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 16.4 10YR 4/2 10" 16.7 B 10YR 4/2 10 DESIGN ENGINEER. B LOAMY SAND LOAMY SAND 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 10YR 5/8 10YR 5/8 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 14.7 30' 14.8 , 3PERC - 5. ALL ELEVATIONS BASED ON BARNSTABLE G.I.S.± 22"/40" 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF M-C SAND M-C SAND HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 2.5Y 6/6 2.5Y 6/6 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE: 8. THERE ARE NO WELLS WITHIN 150' OF,THE PROPOSED S.A.S. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 5.7 138" 6.0 138" AGREED UPON BY OWNER AND CONTRACTOR, OR AS OTHERWISE NO GROUDWATER OBSERVED DIRECTED BY THE APPROVING AUTHORITIES. PERC RATE 2 MIN/IN. ("C" HORIZON) 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY Elev. TP-3 Depth Elev. TP-4 Depth THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 17.7 A A 0" 17.9 0" CONSTRUCTION.. LOAMY SAND LOAMY SAND 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 10YR 4/2 10YR 4/2 IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND 17.0 B 8" 17.2 B 8 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). LOAMY SAND LOAMY SAND 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 10YR 5/8 10YR 5/8 INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL 14.9 33 15.1 C 34" 13. THE CONTRACTOR SHALL OBTAIN A TRENCH PERMIT PRIOR TO THE 91 PERC START OF CONSTRUCTION. PERC 32"/50" 34"/52" DESIGN CRITERIA 2.5Y 6/6 2.5 6/6 NUMBER OF BEDROOMS: 4 7.2 126" 7.4 126" SOIL TEXTURAL CLASS: CLASS I NO GROUDWATER OBSERVED DESIGN PERCOLATION RATE: <2 MIN./INCH PERC RATE 2 MIN/IN. ("C" HORIZON) DAILY FLOW: 440 GPD DESIGN FLOW: 440 GPD GARBAGE GRINDER: NO LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF PATIO .74 GPD/SF PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY PROPOSED D-BOX: 1 INLET, 3 OUTLETS, H-20 RATED e� USE 4-500 GALLON LEACHING CHAMBERS IN SERIES o � CID' SURROUNDED BY 4' DOUBLE WASHED STONE-ALL SIDES h� SIDEWALL AREA: 2(12.8 + 42.0') x 2' = 219.2 SF co BOTTOM AREA: 12.8' x 42.0' = 539.6 SF TOTAL AREA:...................................................................756.8 SF ' DESIGN FLOW PROVIDED: 0.74 GPD/SF(756.8 SF) = 560.0 GPD SEPTIC LAYOUT PROPOSED S_A_S_ I---42'-�I Engineering by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM UPGRADE PLAN Engineering Works, Inc. N.T.S. P.T.M. 07-20 35 LEONARD DRIVE, OSTERVILLE, MA 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 7/1/20 P.T.M. 2 of 2 Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville-, MA 02632