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HomeMy WebLinkAbout0080 DALE AVENUE - Health (2) 80 Dale Avenue Hyannis Port A —,286 =013 r 1 ,t No. n A Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS es applitationc for Misposal �6pstrm Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade Abandon( ) ❑Complete System ndividual Components Location Addres$or Lot No_ O D. v Owner's Name,Address,and Tel.No. cJ1an - NenV-y Erb(- Assessor's Map/Pe el Z "® � Installer's Name,Address,and Tel.No.S©8 - 3 -T• �9 Designer's Name,Addre ,and Tel. 12�T,�@v l I ac I•c.Q, o v�5�-ruG�-i o V 1 �.h g�r�,�t 0 2 rot- 2 f' bn%UaIQ,PA 026g1 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) 15S gpd Design flow provided gpd Plan Date `2 2— Z Number of sheets Z Revision Date Title 0' u Size of Septic Tank 15b6 Type of .A.S 1011 Description of Soil Nature of Repairs or Alterations(Answer when applicable) n (� '2 Q -2 1 Date last inspected: P ca-l L` Agreement: rr 2 / 7 �.) The undersigned agrees to ensure the construction maintenance of the afore described on-site e g tspos system in accordance with the provisions of Title 5 of the Enviro al Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health I Signed Date'�.,�®-2/ Application Approved by Date 1 1-- a -,I- Application Disapproved by Date for the following reasons Permit No. d Date Issued I �� 2- �. lu�- No. Fee a THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: �/ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS des 01pplication for MIStlasal,6MPm Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade Abandon( ) ElComplete System ©0Individual Components lk Location Address or Lot No.,`j� Owner's Name,Address,and Tel.No. t Assessor's Map/Parcel Z 8 PORO V V 9, - MKS q-7 Installer's Name,,Address,and Tel.No.S p 8 -�•3 3_q p q Designer's Name,Address,and Tel.No --t.S OS -1 7-�j 313 R J,�V!i I a.G U•Q. Q 6S+r-uC4- 0 .h�` cak r 4 t"iC1� o r 4SS t� �Rc1 - L,,.e iJato p)A 02j ' Type of Building: t Dwelling No.of Bedrooms Lot Size .q sq.ft. , Garbage Grinder( ) Other "Type of Building No.of Persons Showers( ) Cafeteria( ) r Other Fixtures Design Flow(min.required) gpd Design flow provided IS&0) a gpd Plan Date 1 2.--Z .2 t Number of sheets Z. Revision Date Title pr[a d C a e��r,' • �_M 1 A Cl(1 , �cx .�( ! + (L,n k w - - EJYAM -air� 5a)xJ f U A Size of Septic Tank ���}(� �(_�_�.� �'�a� Type of .A.S. r Description of Soil Q P 1 Qj :rq ,,ryry 1 �/ r r A Nature of Repairs or Alterations(Answer when applicable) A b&n/ j6 n-lpf' /�7"J`lA) 1 I.�/ ^�j'//�,�Jy n,, -ktq y[(t�a< {�ti " 6� vv (o P "2n J i 4f I ��aJio ►� Rc--) t4,1 fl -2(J /I�A9 l C 1 l hA 1 lq h_V 6 r. , l M-MUl _ , K-d,O 0. lslifi\' 0 Jy\(1 1SOC) G . t�0 �UQh'(_�67tAl_. � Date last inspected: i� cff S �jSLr p,ar ., Agreement: Uv P , j�(l JJ —il/rls,�:'� /` tu,�t✓ The undersigned agrees to ensure the construction an maintenance of the afore described on-sff/ ite sewage.,disposa$system in - accordance with the provisions of Title 5 of the Environment Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. +�/ 'Signed,--- `',. Date':�' O G1 Application Approved by kAJ, ,,, -P tic•• E' Date /,) A) r r Application Disapproved by Date for the following reasons Permit No. a Date Issued '/• ���.� j THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (lCPrtifirate of ComplianrP THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded-( Abandoned��(^��y)bye �y 7 at Xli 1 ,�P AIM has been constructed in accordance ` with the provisions of Title 5 and the for Disposal System Construction Permit No.`�V;3 w 2,U, dated JL2 nId 7 Installer Designer #bedrooms ) Approved design flow -YI gpd The issuance of this permit shall not be construed as a guarantee that the system w function aaesigned. Date c��/ p c - dam' Inspector _ Y=.,�..•-''` 41 - -- - - - - ------- No .�?? �. - tea, Fee ,x.. THE COMMONWEALTHiOP MASSACHUSETTS PUBLIC HEALTH DIVISION,,�A'RNSTABLE,MASSACHUSETTS l V. G° 't misposal 6pstPHt Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade Abandon( ) System located at 1)"10 kk V 'V -, 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 completed within three years of the date of this permit. } Date �� �-il � ,� Approved by -. Y." TOWN OF BARNSTABLE z w LOCATION a , AVE SEWAGE# _��1� VILLAGE ASSESSOR'S MAP&FPARCEL �sl�l INSTALLER'S.- AME& ONE O:N Sd17t� A A�IT g9PH .;.. K A LEACHING FACILITY(type)= '�; '�R,��(size) L4 V n NO.OF BEDROOMSt OWNER \4,nfA PERMIT DATE: =COMPLIANCE DATE: . Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom,of Leaching Facility Feet �., ,a.. 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 P � Rear of o o ttS2� R .0 c K. N 5 y A - 23` I .s 31,Z 5 - 2A �� ' S I yj THE Town ®f Barnstable OF Regulatory Services .Richard V. Scali,Interim Director ae�ra+rsrABLE. > rs Public Health Division yip i639. �0 °Pg� to Thomas McKean,.Director 200 Main Street,Hyannis,i«k 02601 Office: 508-862-4644 Fax_ 508-790-6304 Installer&Designer Certification Norm Date: 2 Sewage Permit# 262 Z- Assessor's iVtap\Parcel `E3 Designer: nee n� v(,�L�s l�rC Installer: Ca Ca VC'% Co —.St�',e Address: )2 inl, C>-tIL"P�'ICf 9 A Address: hdq Le MA G z6,41 q Oil C'Ce was issued a permit to install a (date) (installer) -; Q 4 � cc, septic system of i/c� � �` based on a design drawn by (address) _ dated (designer) _ _ T 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. .I certify that system referenced above was constructed in with the terms ' of thel\A royal letters(if applicable) �asg�y c taller's Signature) -- " cV%L ' ptp,35109 O Designer's Signature) (Affix Designe ere) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. C.E.RTWICATE OF COMPLIANCE WILL NOT BE ISSITI D UNTIL BUM THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH.DIVISION. THANK YOU. Q.Swtic;vesinner Certification Fonn Rev 8-1 4-?-.doe Engineers note:This certification is limited to an as-built inspection o'system components as installed prior to backfill.The engineer did not supervise construction of the system.The installer assumes responsibility for all materials,workmanship,backlilling to specified grades with proper compaction and netting ri5ers1covers as shown on the design plan. L - -96-- EXISTING CONTOUR `' `UnlonCh pel Iyl u 1 j� x 100.98 EXISTING SPOT GRADE W EXISTING WATER SERVICE � �, �:��51`nn' '1�5 }�s Iil,l'� ,II._ '� - 11 �ronnlsPonv .�� G EXISTING GAS SERVICE -0.H.W'.-OVERHEAD WIRES "d - U L JohnF k�f,e ie ysllrwuse 3.79 � � � I �3 1 `r"Josepn P K n�br House' iQ,9`F L�/ti TEST PIT (�/� PK *SET,36 BENCHMARK 1.7 H a°���I,aoz�,, 23.59 Rpq�J ed ' LEGEND I( 9e y 6�odie"c4.-_ it f� fir"r i 0'`23,76 Wes,BeechClu6 2315.1 > >>g Os 23,40 23.20 g" LOCUS MAP $. :•:23 78:' GENERAL NOTES: rn 23,6 DRIVEWA / 24,31�(• 22,92 1 HFTTAT MUST B APPROVED BY THE LOCAL BOADOHEALHNDHE DSIGNENGIINE v x 2 30 `s9 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS LO \1 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 24,78 LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: ' 22,69 24.51 1 1915 $SF I -310 CMR 15.405(1)(b): LOCAL UPGRADE APPROVAL 23,08 1) A 2' variance, S.A.S. to cellar floor, for an 8' setback. C D 2) A 3' variance to the 3' maximum cover requirement, for up to GARAGE x 2/ ,6 6' of max. cover. S.A.S. shall be H-20 and vented. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 23.04 DESIGN ENGINEER. x 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 0) v- ENGINEER BEFORE CONSTRUCTION CONTINUES. N' 24,39 B// SEX/ST/NG �) 5. ALL ELEVATIONS BASED ON NAVD88t. x y� HOUSE(#80) 94 �l 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF v� 23,32 T.O.F.=25.Of 24�16 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. q .M:W- NOTE: LAWN IRRIGA77ON 22,81 w S j.j 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S. SYSTEM IN PLACE x x 24/4 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS x 21.38 � AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE TBM2 / 23.6 DIRECTED BY THE APPROVING AUTHORITIES. BENCHMARK-2 � of M C❑R,/B❑TT, STEP 23.1 CF44 28,13 ,� �� qsS 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY EL.=23,11 DECK / O �' 3�` 'yG THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING n0 Np c O / d- �� o PETER T. CONSTRUCTION. PROPOSED S.A.S. 22,37 B DER `y c�oU,v!GqQ Q / �t. o �.) McENTEE O F� Q 1l C> CIVIL N 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 4-500 GALLON CHAMBERS �'I`+.` 22 27 23,99 v- IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND SURROUNDED W/ STONE ". •�...� F�„ SiDF o o. 35109 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 22,23 ,: ,; ,.,,pATIO �?S2` 22 5 / �S�t�� 12. AREAS REQUI i, UNSUITABLE MATERIALS SHALL BE - O �*. coo v L�� INSPECTED B D PRIOR TO BACKFILL �u�(` 0 p 2 ;+.tBLD Y ��. 20,62 13. THIS PLAN IS D FOR SEPTIC SYSTE URP ONLY AND O x 23.20 / 2 `"'LI IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. 6TP-1 O 22 4 �/ 22 t 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC TP-2 .., ,. / t - -2 + J3 22.140OULDER� SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. _ EXISTING GALLEY S.A.S. VENT 2L56 . �� O ^-2 92 TO BE ABADONED PARCEL ID: 286-013 i S". 96 �S �,� 20.3°'26 E PROPOSED SEPTIC SYSTEM UPGRADE PLAN sg s3 4on F X. 21.10 80 DALE AVE.(ask/a 33 Park Place), HYAN N I S PORT, MA �,t W �p� +�,,� I Prepared for: Silvia & Silvia Inc., 1248 A Main St, Osterville, MA 02655 ° S ("EXISTING SEPTIC TANK 20,59 OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO. (TO REMAIN) I BENCHMARK-1 ERBE, HERNY H III 1"=20' P.T.M. 283-21 1 TOP OF TANK, EL.=20.77-± 33 PARK PLACE Engineering Works, Inc. L PK NAIL SET t cY`ar ' INV.(OUT)=19.42f /-G EL.= 19,95 P.O. BOX 218 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET N0. l HYANNIS PORT, MA 02647 (508) 477-5313 12/2/21 P.T.M. 1 Of 2 :~ NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL. 16.3 FOR A! DISTANCE OF 15' AROUND THE PROPOSED SEPTIC TANK PROPOSED D-BOX PERIMETER OF THE S.A.S. BH EXISTING PROVIDE RISER & COVER OVER INLET & OUTLET ¢ HOUSE 80 INSTALL RISER & COVER - O 5 S.A.S.SMANHOLES AND SET WITHIN 6" OF FINISH GRADE SET TO 6 OF GRADE IN PROPOSED I AS I T. .F.=25.0±t� INSTALL.RISER & COVER OVER ONE CHAMBER AND i` T.O.F=25.0t SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT F.G. EL.=22.5f F.G. EL.=21.8t F.G. EL=22.0f F.G. EL.=22.0t I VENT MAINTAIN 2% SLOPE OVER S.A.S. • L = 23' L = 32'(MAX.) �o _ ' 4"SCH40 PVC 4'SCH 0(PVC) 2" LAYER OF 1/8" TO 1/2" Cp DECK E_ DOUBLE WASHED STONE ^� Q �0 I " 6 a®asses (OR APPROVED FILTER FABRIC) Q 14" 2 EFF. aaBaaaa EXISTING 48" LIQUID DEPTH a®eases -3/4" TO 1-1/2" DOUBLE / �� 35.$' LEVEL App GAS WASHED STONE ~� PROPOSED 4 4.8' 4' BAFFLE INV.=18.67 _ INV.=18.50 ni INV.=19.42t �� EFFECTIVE WIDTH = 12.8' 40.6 '0 (VERIFY) 3 OUTLETS INV.=15.80 `���� -� g' EXISTING SEPTIC TANK H-20 2-500 GALLON LEACHING CHAMBERS WITH STONE ���� LL� AROUND AND BETWEEN CHAMBERS AS SHOWN cal QV) ��.^�4V � t H-20 RATED 4 �� V L ' Z. PROPOSED S.A.S. •ryv �117 TOP CONC. ELEV.=16.9 4-500 GALLON CHAMBERS CONTRACTOR SHALL VERIFY ALL EXISTING PIPES & BREAKOUTNV. ELEV.=15.80 aeases SURROUNDED W/ STONE SEPT C LAYOUT ese INVERTS EXITING HOUSE, PRIOR TO INSTALLATION. a®aaaaaaaaa aaaaaaa®aaa 2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE BOTTOM ELEV.=13.80 ON A MECHANICALLY COMPACTED SIX INCH CRUSHED 4' 4 x 8.5' = 34.0' 4' STONE BASE, AS SPECIFIED 310 CMR 15.221(2). 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 42.0' 3) INSTALL INLET & OUTLET TEES AS REQUIRED. PERVIOUS MATERIAL ®®E ® ®®:EO 5' (MIN.) ABOVE G.W. 44) A GAS BAFFLE SHALL BE INSTALLED ON OUTLET TEE LEACHING SYSTEM SECTION ®®®E3®® ® ®® ® 37"AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. BOTTOM OF TEST PIT, EL.=8.1 = Of ®®®®®® ® ®® SEPTIC SYSTEM PROFILE N Z ®� SOIL LOG 102" DATE: DECEMBER 1, 2021 PERC# 21-309 SOIL EVALUATOR: CHRISTOPHER McENTEE SE-14012 4" KNOCKOUT DESIGN CRITERIA WITNESS: DONALD DESMARAIS IRS HEALTH AGENT 20" DIA. COVER NUMBER OF BEDROOMS: 5 BEDROOMS ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH ELEV. TP-3 DEPTH 22.2 0" 22.1 0" 21 8 0" 4" KNOCKOUT / 4" KNOCKOUT 58" SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) FILL FILLi FILL DESIGN PERCOLATION RATE: <5 MIN/IN 21.6 Ab 7" 21.5 Ab , 7 20.1 21" DAILY FLOW: 550 GPD SANDY LOAM SANDY LOAM I{ C1 4" KNOCKOUT 21.0 10YR 3/2 10YR 3/2 f DESIGN FLOW: 550 GPD B 14" 20•9 B 14" LOAM GARBAGE GRINDER: NO-not allowed with design SANDY LOAM SANDY LOAM (, 10YR 5/2 10YR 4/4 10YR 4/4 500 GALLON CAPACITY, H-20 LOADING LEACHING AREA REQUIRED: (550 GPD) = 743.2 SF 19 8 C1 29 19 7 C1 29 16.0 C2 70" CHAMBERS .74 GPD/SF LOAM LOAM EXISTING SEPTIC TANK: 1500 GALLON CAPACITY 10YR 5/2 10YR 5/2 M-C SAND N.T.S. PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-20 RATED 15.9 C2 76" 15.8 C2 76" 10YR 5/4 USE 4-500 GALLON LEACHING CHAMBERS IN SERIES M-C SAND M-C SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES tOYR 5/4 10YR 5/4 14.8 84" 80 DALE AVE.(a/k/o 33 Park Place), HYANNIS PORT, MA - 12.0 C3 122" 11.9 C3 122" Prepared for: Silvia & Silvia Inc., 1248 A Main St, Osterville, MA 02655 SIDEWALL AREA: 2(12.8' + 42.0') X 2 = 219.2 S.F. M-F SAND M-F SAND BOTTOM AREA: 12.8' x 42.0' = 537.6 S.F. 10YR 6/1 1OYR 6/1 Engineering by: SCALE DRAWN JOB. NO. TOTAL AREA:.............................................................. 756..8 S.F. 8.2 168" 8.1 f168" Engineering Works, Inc. N.T.S. P.T.M. 283-21 PERC RATE: DETERMINED BYE SIEVE ANALYSIS 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(756.8 SF) = 560.0 GPD NO GROUNDWATER ENCOUNTERED (508) 477-5313 12/2/21 P.T.M. 2 of 2