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HomeMy WebLinkAbout0090 STANLEY WAY - Health �0 Stanley Way Centerville A=228 - 115 SMEAD KEEPING YOU ORGANIZED No. 12534 2-153L©R OwsraNaslF FORESTRY RECYCLED INMATIVE CONTENT 1056 CodidFib.rsourcin0 pOST.MUL0 wvwAprow., SM1290 r ��/���M��ADCE�W�UTScA',rAn nN, i1 ORG M�If A �iMEAD W� TOWN OF BARNSTABLE LOCATION 90 SEWAGE# a0Af- �13 VILLAGE , / /�/V�J 7 ASSESSOR'S MAP&PARCEL tag //,j INSTALLER'S NAME&PHONE NO. , q SEPTIC TANK CAPACITY LEACHING FACILITY.(type) ' -0 j cAc jj (size) NO.OF BEDROOMS OWNER?a I N C',/ PERMIT DATE: 6, COMPLIANCE DATE: Separation Distance Between the: WONT t3�1C� k'Ot�J 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 BYY Locy t7ur -iv 90. sfia'�'le 13 i34cic - Ica 00 f /� No. C;�j , C) Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes RpPliLatlon for Disposal *pstrm Construction permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or]of No. 10 S icy�ry V, c y Owner's Name,Address,and Tel.No. Assessor's Map/Parcel PCs All eil' Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of.Building: Dwelling No.of Bedrooms j Lot Size sq.ft. Garbage Grinder( ) Other Type of Building ((' 10 e�e 1(c\ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided 3y�r "] gpd Plan Date 6—/k - /`j Number of sheets 2 Revision Date Title I Size of Septic Tank l,� 0 Type of S.A.S. ) Description of Soil Nature of Repairs or Alterations(Answer when applicable) f / - 7/S L _ ct s 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 by this Board of Signe r�-�--�_ Date Application Approved b Date Application Disapproved by Date for the following reasons Permit No._� � f Date Issued a-\ No. �/ P'� / Fee ✓ V V THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: e ..✓' �-. Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application D aY *Pstemt,AnstrUction i3ermit } Application for a Permit to Construct( ) Repair(v6pgrade(, ) Abandon( ) ❑Complete System ❑Individual Components tt Location Address or Lo S t No. Owner's Name,Address,and Tel.No. Assessor's or�Map/P 11 1p �, v s � �� Installer's Name,Address,and Tel.No. Designer's Name,Address,andTel.No. A —,�> _L _ N iN Type of Building: f Dwelling No.of Bedrooms ''{ '` Lot Size �l�TLf sq.ft. Garbage Grinder( ) Other Type of Building Ve,IA4,s,, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 2/) gpd Design flow provided _:3! 7 gpd Plan Date /Q - / Number of sheets :2- Revision Date Title Size of Septic Tank /!C� Type of S.A.S. Description of Soil 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 y.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 Hea h.,' j Signe Date Application Approved b.0,11 Date Application Disapproved by Date for the following reasons Permit No. / "'" `0�-�3 ` Date Issued --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(V Upgraded( ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No dated Installer DtT�-, Designer N t ,o,o , IA JAI #bedrooms Z, Approved design flow and The issuance of this perm, shall t be construed as a guarantee that the sys m will=tl esi ed. Date Inspec or / No. _._1 —a—3 J Fee66 v THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION.ti BARNSTABLE,MASSACHUSETTS Disposal 6peitem OnBtrnction Permit Permission is hereby granted to Construct( ) Repair( Vf Upgrade( ) Abandon( ) System located at q(1 5+r, est 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 c 4 mplete within three years of the date of thi permit. Date o Approved r Town of Barnstable Reguiat®ry Services Richard V. Scali,Interit22 t)irectu' B1ANS7AaLE; ' 39. Public health Division °0 ,o p Thomas kKean IDirectar 200 Main Street,Hy llnis,PVIA 02601 Office: 505-862-464 t'ax: �;08 790-( 04 ii Installer & DesignerC:,ertifjeation'Form Date: . It 4 t Sewn;e Permit# � O_ ;assessor's-Map'lParcDesia el 5 Address: /c/ �i: Address: _ (� _� ;iZ ' A Oil I(dal `) ✓t'�✓t C was issued a permit.to install a (installer). - septic=systeali at 9 S� G based on a design drawn b} (ad ress) .� - --`.LL1V6='�r jk,( , dates[ (designer) - t 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 o"1`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 c hanges ('ia.greater than I0' lateral relocation of the SAS or anv vertical relocation of any component of the eptic system)but in accordance with State.i& Local Regulations_ 'Plan;revisioti ar,certified as-built by designer to follow. Strip out(if required)w s inspected and fire Soils were".found satisfactory: I certify that the system referenced above Was roust Meted in tvitil the tcritls of the I`,A approval letters(if applicable). r nstaI er's Signature) 'CyvtL. Kp.351t)S (Designer's Signature) _ (AffixDesigne, r' ere) PLEASI+, RETURN TO BARNS`l.'ABLE PtIBLIC HEALTH:DIVISION. 'CERTIFICATE E OF COMPLIANCE' WILL tNO`I` BE.ISSUED UNTIL BOTH TI-ItS I'OR1VI AND AS BUILT CARD ARE RECEIVED BY THE BA'R.NSTABLE PUBLIC:HEALTH DIVISION. '1'IIA1ri� �•OU. set:sic"Deli ner Certification Form'rev 8-14-t±:doe Engineers note:This certification is limited to an.as-built inspection of'system components as installed priorto ba&iiii:The engineer did roFsupenvise construction'gf the system.The insialler assumes responsibifty for all materials, workmanship,bacmillin j: to specified grades with proper ccmpaction and setting riserstcovers as shmv- the design plan:: 99 ——EXISTING CONTOUR N q� a x 100.98 EXISTING SPOT GRADE ny�e = o EXISTING WATER SERVICE ® a B 118 p� 151 G EXISTING GAS SERVICE P O —8 H. W—OVERHEAD WIRES Main St m a° TEST .PIT Pine Street BENCHMARK v s LEGEND CBdh stockade fence N 09'35'02" E N 09'14'20" E, ENT 84.70' / 1 .30' CBdh :3 0 101.94 102,25 s �P-1 x 101'25 �d •'�a 101.12 9P •a� !�J. LOCUS 10019 '::'-PROP. S.A.S.: T sHE LOCUS MAP O Q Y '-:1 00 00 r NOT TO SCALE GENERAL NOTES: TP-2 LZ 25',�i� x 102.03 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL / I BOARD OF HEALTH AND THE DESIGN ENGINEER. 6.09 o PROP. EXISTING CESSPOOLS x SEPTIC PUMP, FILL WITH 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS + O O O TANK °n SAND &ABANDON OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 0 LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: x 10 ,80 101.45 a —310 CMR 15.405(1)(b): •101.55 m 1) A 3' variance to the 3' maximum cover requirement, for up to 6' of max. cover. S.A.S. shall be H-20 and vented. M Cb BENCHMARK 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 101.03 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE Z x + 102.11 101,58 x EL. 10 ULKHEAD DESIGN ENGINEER. 101,83 bh EL=102.11 00 � GARAGE N 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING (SLAB) EXIST. SEWER XI � p I V. 9 1 � Oo FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 1 INV=99lf 0 ENGINEER BEFORE CONSTRUCTION CONTINUES. o l 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. EXISTING 0 1 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HOU SE(#90) T O.F.=10290) m HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. :100,99 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 101,25 101.33 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. x 9. ALL AREA 101,52 S CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 100.17 ,'n::..: 110L22 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE _ DIRECTED BY THE APPROVING AUTHORITIES. rr,,,,: LOT 20 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 14,450 ±SF THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. ^ 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS a 100.75 ` IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND n REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 0.:.. a \ 12.'AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND x i x 101.11 Of Mgs3 NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. 10 ,32 : :,:.;.;. 1 OO.00 l/\ �c�Q� 9CyG 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC '99,58 N 09'1 4'20" E �C�dh o PETER T. �, SYSTEM COMPONENTS NOT SHOWN ON THE PLAN 99,21 100,30 M CIVIL -115 N PARCEL ID: 228 � ER 99.55 99,60 edge of pavement No. 35109 9896 9 G/51 PROPOSED SEPTIC SYSTEM UPGRADE PLAN 90 STANLEY WAY, CENTERVILLE, MA STANLEY WA Y Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 Engineering by: SCALE DRAWN JOB. NO. OWNER OF RECORD 1"=20' P.T.M. 184-19 PALMER, RICHARD J. & ELLEN F Engineering Works, Inc. 90 STANLEY WAY 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. CENTERVILLE, MA 02632 (508) 477-5313 6/12/19 P.T.M. 1 Of 2 I Ir n i t NOTE: TO PREVENT BREAKOUT, FINAL GRADE SEPTIC TANK SHALL NOT BE AT, OR BELOW, EL.=96.5 INSTALL RISERS & COVERS OVER INLET & FOR A DISTANCE OF 15' FROM THE EDGE OUTLET AND SET TO 6" OF FINISH GRADE PROPOSED D—BOX OF THE PROPOSED S.A.S. ib INSTALL RISER & COVER PROPOSED S.A.S. 4 ,EXISTING SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND HOUSE(#9,0) T.O.F=102.45t SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT T.O.F.=102.45f GARAGE F.G. EL.=100.8t F.G. EL.=101.5t F.G. EL.=101.4t F.G. EL.=101.3t ' VENT fMAINTAIN 2% SLOPE OVER S.A.S. L = 27' 3� '(rr+I L = t 1' yQ ® S=1% (MIN.) L = 13' 4"SCH40 PVC 4"SCH40(PVC) �4"SCH 0(PIIN VC) 2" LAYER OF 1/8" TO 1/2" 6" DOUBLE WASHED STONE +a"I n as $ as (OR APPROVED FILTER FABRIC) s aaa 000 X 6 14" aaor S 6 INV.=98.50 48" LIQUID aaaaBaa �-3/4" TO 1-1/2" DOUBLE 6' `S WASHED STONE LEVEL ADD INV.=96.67 PROPOSED7 4' 4.8' 4' A 3 , GAS BAFFLE D-BOX INV.=96.50 EFFECTIVE WIDTH =:12.8' `9' INV.=98.25 25. � 3 OUTLETS W/INLET TEE INV.=96.00 j� �$ PROPOSED SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS T — ——— SURROUNDED WITH STONE AS SHOWN i CONNECT TO EXISTING SUITABLE SEWER PIPE/S H-20 RATED 3" LAYER OF 1/8" TO 1/2" PROP. S.A.S. AT HOUSE, AT OR ABOVE, INV.=99.1 t verif DOUBLE WASHED STONE TOP CONC. ELEV.=97.1 t (OR APPROVED FILTER FABRIC) NOTES: BREAKOUT ELEV.=96.50 1 �25' -I INV. ELEV.=96.00 mmmmmilimmiaaa®e 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPES & mm aaaBaeaaaaa INVERTS EXITING HOUSE, PRIOR TO INSTALLATION. BOTTOM ELEv.=94.00 SEPTIC LAYOUT 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 4' 2 x 8.5' = 17.0' 4' TRUE TO GRADE ON A MECHANICALLY COMPACTED 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 25.0' SIX INCH CRUSHED STONE BASE, AS SPECIFIED PERVIOUS MATERIAL IN 310 CMR 15.221(2). 5' (MIN.) ABOVE G.W. LEACHING SYSTEM SECTION 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTTOM OF TEST PIT, EL.=88.0 3/4" TO 1-1/2" DOUBLE E3®®EO 0 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE WASHED STONE ®®®®®Ea ® ®®®® 37" AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. El E � w ®®®®®® ® ®®®® N Z ®ka-®®®® ® ®®®E3 SEPTIC SYSTEM PROFILE 102" DESIGN CRITERIA SOIL LOG DATE: JANUARY 4, 2017 (REF#TPT-19-23) 4" KNOCKOUT NUMBER OF BEDROOMS: 3 BEDROOMS SOIL EVALUATOR: PETER McENTEE PE(SE#1542) 20" DIA. COVER SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) WITNESS: DAVID STANTON R.S. HEALTH AGENT DESIGN PERCOLATION RATE: <2 MIN/IN ELEV. TP—1 DEPTH ELEV. TP-2 DEPTH 4" KNOCKOUT I,-,' 4" KNOCKOUT 58" DAILY FLOW: 330 GPD 101.1 A O" 101.0' A 0" DESIGN FLOW: 330 GPD SANDY LOAM SANDY LOAM GARBAGE GRINDER: NO—not allowed with design 100.3 B 10YR 4/2 10" 100,2 B 10YR 4/2 loll 4" KNOCKOUT LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF SANDY LOAM SANDY LOAM 10YR 5/4 10YR 5/4 .74 GPD/SF 98.3 34" 98.3 33" 500 GALLON CAPACITY, H-20 LOADING PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY C PERC CHAMBERS PROPOSED D—BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED 2s"/44" USE 2-500 GALLON LEACHING CHAMBERS IN SERIES MED. SAND MED. SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 2.5Y 6/4 2.5Y 6/4 90 STANLEY WAY, CENTERVILLE, 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: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 TOTAL AREA:.............................................................. 471.2 S.F. Engineering by: SCALE DRAWN JOB. NO. 88.1 120" 88.0 120' N.T.S. P.T.M. 184-19 Engineering Works, Inc. DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD PERC RATE <2 MIN/IN. "B/C" HORIZON 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. NO GROUNDWATER ENCOUNTERED (508) 477-5313 6/12/19 P.T.M. 2 21 2