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HomeMy WebLinkAbout0102 WILLIMANTIC DRIVE - Health 102 Willimantic Drive � Marstons Mills �. -- - -- - -- A= 1032- 058 . , TOWN OF BARNSTABLE LOCATION /O Z- �'I)�l df&'1 +-L SEWAGE# 20"2- 10�17 VILLAGE �� �s {��'y� ASSESSOR'S MAP&PARCEL 1,6 D ft INSTALLER'S NAME&PHONE NO. MJ � 'r✓ 1D1� �^ SEPTIC TANK CAPACITY Cp LEACHING FACILITY.(type) 2 ✓® //�v� C :.,Q( ) NO.OF BEDROOMS OWNER A01 Lrnn g! i PERMIT DATE: /6 3 / 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 ariy 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 ;t 102 13 2 ZF� y v r 3 2 ` No.PV Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Y/ UBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes r1� . application for Disposal Opstem Construction Vermit Application for a Permit to Construct( ) Repair( -<Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No./63 Owner's Name,Address,and Tel.No. Assessor's Map/Parcel t)�'� /�u� �Gjfi�'L V�m� OCAIZO Installer's Name,Address,and Tel.No&6F2 f 577 Designer's Name,Address,and Tel.No. 0 '</ 6-. — Pe-,;,>1 v/ r v,t Gl a�. ,r✓ �i�L 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 3,90 `i��; gpd Plan Date ®' Number of sheets 2— Revision Date Title Size of Septic Tank / W Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) -A c,,sa S 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;bythis Board o�Health.�� igned / ' Date r OF o/ ' Application Approved by Date Application Disapproved by Date for the following reasons Permit No. ' `� 7 2 Date Issued f �k. l �ay ' No. Fee THE COMMONWEALTHOF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS , Yes * i s 4plication for 30isposal. iepstrin Construction jermit Application for a Permit to Construct( ) Repair(Upgrade( ") Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No./D'J.. D! Y Owner's Name,Address,and Tel.No. Assessor's Map/Parcel JZ, �it/,'���� 6 �},GOt OCAleD Installer's Name,Address,and Tel.No �?6y y Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms a3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building 4 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided �p 'r,/ gpd Plan Date �Q��� / Number of sheets 2 Revision Date +.- Title Size of Septic Tank t'GU Type of S.A.S. 'Z 5b) CT4/1 t! eS Description of,Soil v� Nature of Repairs or Alterations(Answer when applicable) G 6 i r r Date last inspected: Agreement:' The undersigned agrees to ensure the construction and ma ntegance of4he afore described on-site sewage disposal system in y accordance with the provisions of Title 5 of the Environmental Code an, n o place the system'in operation until a Certificate of Compliance has been issued by this Board of Health. 5+ ` gned ' + Data-,, XU —,?S t �� Application Approved by.. ,Date l Application Disapproved by for the following reasons Permit No. �J Date Issued E i THE COMMONWEALTH OF MASSACHUSETTS �4—BARNSTABLE,MASSACHUSETTS ' (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by D, `/S�,c --V- t2!'s;,,, at 7 ✓if/�s?-G has been constructed in accordance with the provisions of Title 5 and the for Disposal System-Construction Permit N dated Installer j ib!�v ^ v �.�+/ a u� IQ��-Designer fL '"I ;�tT_t�✓�✓A S r G #bedrooms Approved design flow 7 gpd The issuance of this permit s all not be construed as a guarantee that the system wi 1 tionlas designed. Date j Inspector ' a - -- -- ---------------------------------------------------------------------- No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Bisposal 6pstem Construction joermit Permission is hereby granted to Construct( ) Repair(� Upgrade( ) Abandon( ) System located at U Z. k✓-%/i,.v�c r,•r �c, 'L L� 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 be com leted wi in three years of the date of this pe it. Date Approved by aF,ME T� Town of Barnstable g y� Regulatory Services �> Richard V. Scali, interim Director • BA MASSBts, Public Health TDivision rot plf�MAtA Thomas Mckean,Diriactor Cl 200 Main Street,Hyannis,MA 0260.1 Lit Office: 508-862-4644 L', Fax: 505-790-6304 Installer a&_Designer Certification Form Date: t( 1� Sewage Permit#ZD/ 7 Assessor's Map\Pareel C L':-t fee fit; Designer: Installer: Address: 1 Z 41J; C s /c/ R_�%4 Address: 1� CD.^4-e vvk— r^ l- ctl2A 6, 4ly Gkit On Tk j�y c-AQ was issued a permit to install a (date) (installer). P r septic system.at f 6 2 z�kl,/Ir•e4 e..f fA based on a design drawrn by (address) per`t 9 Na✓L<s�f dated ...__._(_ (designer) _certify,that the septic system referenced above was installed substantially according to the design, which may inchtde 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 re.{'erenced 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).tiaras inspected and the soils were found satisfactory. I eer-tl:fy that:the system'referenced above was constructed in, c with the terms of the RA�approv letters (ifapplicable) 4a (Installer's Signature) M�vtL� t4o.35109 O .e,�,Rf(3lSTE� � (Designer's Signature) (Affix Designe ere) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH. DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE REC:E:IVED BY THE BARNSTABLE PUBLIC IIEALTI-I DIVISION. THANK YOU. QP,Scptic',U igner Certification Form Rev 8-1.4-13.doc Engineers note:This certification is limited to an as-built inspection of system:components as installed prior to backfill.The engineer did not supervise construction of the system.The installer assumes responsibil'lty for all materials;workmanship,backfilling to specified grades With proper compaction and setting risers'covers as shown on the design plan. AFFIDAVIT i I attest that the existing house located at 102 Willimantic Drive, Marstons Mills, was a 3 bedroom house as depicted on the attached floor plan (Exhibit A) when I took ownership in 2015. Prior to taking ownership of the house, to the best of my knowledge, the floor plan had been the same since 1962 when it was built. Signed Date i Osara M. Agb giagu -c nt own 4 BEDROOM ENTRY 160 SF H] M BEDROOM BATH 150 SF KITCHE HALL LIVING ROOM BEDROOM 120 SF ENTRY EXISTING FLOOR PLAN FOR SCHEMATIC PURPOSES ONLY 10.2 WI LLI MANTI C DRIVE, MARSTO N S MILLS, MA EXHIBIT A 7 --102-- EXISTING CONTOUR F5 x 100.98 EXISTING SPOT GRADE 102 PROPOSED CONTOUR Q 1 —W EXISTING WATER SVC. —G EXISTING GAS SERVICE ry C �• - 6H.{ — OVERHEAD-WIRES © ;g102:WIIIImanticDdve PL 157-PG 97TEST PIT BENCHMARK 1� LEGEND tz LOCUS MAP NOT TO SCALE N 06°24'00" E \ 125.00' LOT 8 jv� 20,625±S.F. �. + 1.01,64 + 1-02-.6B. \ b + 100.02 m' + 103,38 C� x 101.55 z EXISTING CESSPOOL TO BE PUMPED, FILLED WITH SAND & ABANDONED , -H :T 0 100.28 + rP �. -1 o I �: 1 PROPOSED 1 O O 00 TP-2 I SEPTIC TANK f N _37 — f 1 - 00 0)x 1 3.13 i� 102.40 ,-' 100.91 b p Z x 103.66 ^ ? f— m BENCHMARK \ DRII�EWAY ORANGE DOT/BH i: . . / 102.6 7.:'`. ::.: .... :..::'. •,- . .. `..:;.::.. ' .. f EL.=103.71 INVERT x 102.66 BH 102.3 100.96 / 4 EXISTING HOUSE(#102) T.O.F.=103.4E x X 1 ,21 101,65 :. 99. 1 102.24 101.93 x 101.04 00.06 X/ x 102.30 / x�l O'H07 Oyu o 5 0 ' FENCE J ^ 0 �02� 9 FENCE E E— / 102.06 EDGE OF PAVEMENT 101.14 125.00' 100.35 / 99.47 WILLIMA NTIC DRI VE OF 44ss9�yG PARCEL ID: 103-058 PETER T. s McENTEE PROPOSED SEPTIC SYSTEM UPGRADE PLAN � NoCIVIL N 102 WILLIMANTIC DRIVE, MARSTONS MILLS, MA � �'£GISTER�� OWNER OF RECORD Prepared for: DiBuono Sewer & Drain, 35 Content Lane, Cotuit, MA 02653`' 0 AGBONGIAGUE, OSARO M Engineering by: SCALE DRAWN JOB. NO. 20 CANTON STREET Engineering Works, Inc. 1"=20' P.T.M. 266-19 RANDOLPH, MA. 02368 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. -\ (508) 477-5313 10/18/19 1 P.T.M. 1 Of 2 NOTE: TO PREVENT BREAKOUT, FINAL GRADE SHALL NOT BE AT, OR BELOW, EL.=98.00 SEPTIC TANK FOR A DISTANCE OF 15' FROM THE EDGE PROPOSED D-BOX OF THE PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER PROPOSED S.A.S. OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE INSTALL RISER & COVER OVER EACH CHAMBER AND T.O.F.=103.4t SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT F.G. EL.=102.7t F.G. EL.=102.3t F.G. EL.=101.6t F.G. EL.=101.5t AAte�@ MAINTAIN 2% SLOPE OVER S.A.S. ". '•Ja�'Jll'la' NJY • •y1a'1AI Jam! I� L = 14' L = 20' L = 22' S=1% (MIN.) @ S=1% (MIN.) p S=1% (MIN.) 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 2" LAYER OF HEED T 1E 6" DOUBLE WASHED STONE 10"I n s as $ as (OR APPROVED FILTER FABRIC) 14 2' EFF. aaeaaaeaa INV.=98.25 48" LIQUID DEPTH aaaaaaa �-3/4" TO 1-1/2" DOUBLE LEVEL ADO PROPOSED 4' 4.8' 4' WASHED STONE GAS BAFFLE INV.=97.77 INV.=97.60 __d INV.=98.00 D-BOX EFFECTIVE WIDTH = 12.8' 3 OUTLETS INV.=97.00 PROPOSED SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN CONNECT TO EXISTING H-20 RATED SEWER AT CLEANOUT INV.=100.47 TOP CONC. ELEV.=98.1 t BREAKOUT ELEV.=97.50 INV. ELEV.=97.00 ease NOTES: aaa-Baaaaaa aaaaaaaBaaa 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPES & BOTTOM ELEV.=95.00 INVERTS EXITING HOUSE, PRIOR TO INSTALLATION. 4' 2 x 8.5'=17.0' 1 4' 2) SEPTIC TANK & BOX SHALL BE SET LEVEL AND TRUE 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 25.0' TO GRADE ON A MECHANICALLY COMPACTED 6" CRUSHED PERVIOUS MATERIAL STONE BASE, AS SPECIFIED 310 CMR 15.221(2). 5' (MIN.) ABOVE G.W. 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTTOM OF TEST PIT, EL.=89.0 = LEACHING SYSTEM SECTION 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. SEPTIC SYSTEM PROFILE SOIL LOG DATE: OCTOBER 17, 2019 (REF#TPT-19-187 GENERAL NOTES: SOIL EVALUATOR: PETER McENTEE PE(SE#1542) WITNESS: DONALD DESMARAIS R.S.HEALTH AGENT 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL ELEV. TP- 1 DEPTH ELEy. TP-2 DEPTH BOARD OF FEALTH AND THE DESIGN ENGINEER. 2 ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 100.5 A 0 100.6 A 0 11 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE SANDY LOAM SANDY LOAM LOCAL RULES AND REGULATIONS. 99.8 B 10YR 4/2 8„ 99.8 B 10YR 4/2 10" -,- 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE SANDY LOAM SANDY LOAM r DESIGN ENGINEER. 10YR 5/8 10YR 5/8 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 97.5 36" 97•9 32" FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN Cl Cl ENGINEER BEFORE CONSTRUCTION CONTINUES. M-C SAND B PERC M-C SAND 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 2.5Y 6/4 30"/48" 2.5Y 6/4 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 10% GRAVEL 10% GRAVEL THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 94.0 78" 94.1 78" HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. C2 C2 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. MED. SAND MED. SAND 2.5Y 7/3 2.5Y 713 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. <5% GRAVEL <5% GRAVEL 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 89.0 138" 89.1 138" DIRECTED BY THE APPROVING AUTHORITIES. PERC RATE <2 MIN/IN. "C" HORIZON 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO .VERIFY NO GROUNDWATER ENCOUNTERED THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. BACK OF HOUSE 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. BH 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THE PLAN DESIGN CRITERIA C? NUMBER OF BEDROOMS: 3 SOIL TEXTURAL CLASS: CLASS I DESIGN PERCOLATION RATE: <2 MIN/IN T ------ ^�rO (0.74 GPD/SF LOADING RATE) 'OI DAILY FLOW: 330 GPD NI PRO . S.A.S. DESIGN FLOW: 330 GPD GARBAGE GRINDER: NO25'�I LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF .74 GPD/SF PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY SEPTIC LAYOUT PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS USE 2-500 GALLON LEACHING CHAMBERS IN SERIES PROPOSED SEPTIC SYSTEM UPGRADE PLAN SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 102 WILLIMANTIC DRIVE MARSTONS MILLS, MA SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. Prepared for: DiEluono Sewer & Drain, 35 Content Lane, Cotuit, MA 02653 b TOTAL AREA:..............................................................471.2 S.F. Engineering y' SCALE DRAWN JOB. NO. Engineering Works, Inc. N.T.S. P.T.M. 266-19 DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET No. (508) 477-5313 10/18/19 P.T.M. 2 Of 2