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HomeMy WebLinkAbout0047 FIRST AVENUE - Health Y1 47 FIRST AVENUE OSTERVILLE A = 116 - 048 r �I No. ®�l�Q ll Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye— PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftplication for Misposal 6pstem Construction Vermit r'A Application fora Permit to Construct( ) Repair(Upgrade( ) Abandon( ) E94mplete System ❑Individual Components Location Address or Lot No. —\� � Q \ Owner's Name,Address,and Tel.No. Assessor's Map/Parcel b" Install�Name,Address,and Tel.No. C�jCli;Lcw� Designer's Name,Address,,4nd Tel.No. Type of Building: C Dwelling No.of Bedrooms Lot Size `o 10 )? sq.ft. Garbage Grinder( ) Other Type of Building Q �c�,.�+s� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required)Y 330 gpd Design flow provided 3 a , gpd Plan Date s Z J ` 2\ Number of sheets ? Revision Date Title Yt - \J01:4�6dL OVAAN i Size of Septic Tank `T� �\V Type of S.A.S. �, tlfJ • \ ` G . Description of Soil— Ak—S_ .5o J\ Nature of Repairs or Alterations(Answer when applicable) 0�00 bf\\C 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 Qf Health. Si ned Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. �`1O,�J Date Issued No. "Cd fl Fee 'THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:T� PUBLIC HEALTH DIVISION -T0�W GF BARNSTABLE, MASSACHUSET-TS NJ NJ ZfppYication for Disposal 6pstem Construction Vermit { Application for a Permit to Construct( ) Repair �Upgrade(, �) Abandon( ) [Womplete System ❑Individad!Components Location Address or Lot No. 4-1 . N-q - oN` Owner's Name,Address,and Tel.No. ar1 ti e OWN'- 0 Assessor's Map/Parcel T` Installer's Name;Address,and Tel.No. � Designer's Name,Address,and Tel.No. Type of Building:. , Dwelling No.of Bedrooms Lot Size MW ,0 7( sq.ft. Garbage Grinder( ) Other Type of Building Q`a` � c. No.of Persons Showers( ) Cafeteria( ) Other Fixtures r Design Flow(min.required) � gpd Design flow provided 3 ,� gpd Plan Date 'Z-� a, ?-,Number of sheets �' '�. Revision Date Title_%Ocb' 1,f� 5*oyl`L 15-1 . UJoc,S�tl,, ��,t�:. x "" ✓ i t Size of Septic Tank � JV y.), rti Type of S.A.S. ` �Cjo c c.\ wa, j - _. Description of Soil' Nature of Repairs or Alterations(Answer when applicable) c.�ti ��tw L CA61 -p— \9 i ,O j A(Nx. l r Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system iri 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 Health. Signed ! f: Date ' 11�^Z Application Approved by �q �R� /. --.,.,___-,` Date Application Disapproved by P Date for the following reasons Permit No. Date Issued /c,� THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by 1��`ns�s. ��( C C, i,\bL— Uri 5-e_n� L. at 'l �F ;t��_ +r�•$ has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No, "L 'dated " Installer) �,r--.-.. Designert\t„t*- - #bedroo s Approved design flow ( ' �4� ,gyp gpd .The issuance of this permit shall not be construed as a guarantee that the system—will-function as designed. Date ,: �--/ Inspectors__ { No. f f �• Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Vsposal *pstem Construction j3Prmit' Permission is hereby granted to Construct( )pp Repair( ) Upgrade( ) Abandon( ) 's System located at t e and as described inthe 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 co pleted within three years of the date of this " `� -� Date /t � _� A roved /� i f 1 Twn of Barnstable eguiatory Si.ervices Richard V Scab,:lnt RA ei trn.DxrEctar`: + RNSrAH1 Publk'Health Divjs on Thomas iYlcKean,Director Z00 Main"Street Hyannis,YIA.©2641' Officer 50b.-862 4644 ;QS t90-G304 ;Installer&llgsttier'Cerdfi`cation Forrti: Date �' C Sewn a Perini Assessor's'I�7a 1Parcel , Designer: Installert1 Address: Address .: Ai 1-zze s lz�(u Vie !/ Q Z Kill On. Q cry�.�'�' Cava F ivas issued a periitt to install a (date) (ins,taller) septic system at rl 1.S-- v " r y¢vkt �rl based on a-design drawn by (address r> ;n ee��'rr 6ti'�✓lts l h( dated {designer} I certify that the septic system ie€erenced above:was installed;substantially aecordzng,to the design, which nay,include minor approved changes:'such as lateral reI ocat.ioh,of the distribution box and/or septic tank: Strip out (.if requ rco)•,Was inspecteclaai d the soils ... .were:found satisfactory. I certify that.,the septic system referenced above was' i7stalled:with irta3or cfiaiages, (f e : greater than 1.0 lateral reloeatiari of the SAS orany vertical iefocatron°,of any.conipgnGnt; of the septic system}but m`accordance with State& L`ocal R:egulatrons. PlAn revision or� . certified as=buflt by'designer.to.fol.low:. Stiirp out.(ff required) t.uas Inspected aid the soils were-.found satisfactory: ertfy that:the system referenced above vas constructed in. with the terms: o the A approval letters(ifapplicabie): .Pe NtctiNSee fInstaller's ature) CtViL' 0 I �- (Design.er's Signature), (A fix 13esigne ere) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION.: CERTIFICATE OF COMPLIANCE WILL'. NOT -BE .ISS.UED UNTIL:BOTH THIS FORM AND",',AS BUILT CARD ARE RECEIV.E7D',BY,THE_BARNSTABLE PUB I'CMEALTH...DIVISION, THANK YOU Q Septic JesiQnerCertification Form Rev 3-la 13 do . Englneers note:This certificairon is limited to ari as built inspection"bf system:components as installed prior to backfili.The engineer did not supervise construction of the system.'The,fnstalle assumes(esponsibitity fot ali:rriateriais,workmanship,backfiiling to specified grades'w th proper compaction -setting riserstcoversras sho�yiron the design pian'i �:. j v 31M z rw �n v � � �, r• - � z O z --- e°� w+ z s 6 v N ~ D C � � � m r v � p z � H �� n Y 39 z 4 , 1 a � Y lTOWN OF BARNSTABLE LOCATION •r 1 Vei SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL • INSTALLER'S NAME&PHONE NO. ��I nt't� V •Oh -n4 39 SEPTIC TANK CAPACITY Adl• !!2�� 'M llqr I LEACHING FACILITY:(type qr16 qu. size) 25 X JZ•� 1�.2 NO.OF BEDROOMS OWNER PERMIT DATE: 1 SI I COMPLIANCE DATE: �1 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 leach' f ility) Feet FURNISHED BY' Y o0 P • • �V, i 1 i, �Al two w 4 _ — 97--EXISTING CONTOUR ❑ q +s v ,," ?�w��� '° `= x 100.98 EXISTING SPOT GRADE (Kendall%Welch W EXISTING WATER SERVICE ICb'n`strvction G EXISTING GAS SERVICE L4•0 OVERHEAD WIRES TEST PIT rn I BENCHMARK /"�� x�X C, LEGEND D N� 'p'``� Q'iten'illlle,MA02655 .. +1 Society \ gMe� LOT AREA 16,056fS.F. I ` ' LOCUS MAP "' I NOT TO SCALE BENCHMARK COR./BOTT. STEP GENERAL NOTES: EL.=95.71 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 3� BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS (f� OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE . LOCAL RULES AND REGULATIONS. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR CRAWL - INv 298ot I W TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE CELLAR 31.90 4 WS❑ I Z N DESIGN ENGINEER. y COMM WATER DISTRICT TO 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING BH /EXSTING 31,81 INSTALL A NEW SLEEVED FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN WATER SERVICE. ENGINEER BEFORE CONSTRUCTION CONTINUES. HOUSE(#4 7) HOUSE(14 �� r 5. ALL ELEVATIONS BASED .ON AN ASSUMED DATUM. . i EXISTING CESSPOOLS 1, + 31.4 � I (PER RECORD AS-BUILT CARD) 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF IN' SEWER-I _� TO BE PUMPED, FILLED WITH THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 30.24 IN' SEWER- .35 x .75 SAND. & ABANDONED, HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. I - 30.49 x DECK 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. EXISTING CESSPOOL 31,03 _ .' I 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S. (PER RECORD AS-BUILT PLAN) 31.54 x� `� 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS TO BE REMOVED 0,06 ON ; OF ,(� AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE (SEE NOTE 11) `col 30.93 \�--w I ��� ASs9�ya DIRECTED .BY THE APPROVING AUTHORITIES. v Q 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY < 30,98 o PETER T. ✓� x _ - �', THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING ` , O 0 MCIVILEE "' CONSTRUCTION. Q 9,88N! 7 0.61 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 3 .. `---15' No. 3510�9 IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND -2 30,44 E 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. °:.SHELL 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IP FND 30.15•; ::' ;:1O.p''.. �. ZS�J `Z NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. HEDGE c� HED 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC ''ORIV.EWAY ,; SYSTEM COMPONENTS NOT SHOWN ON THE PLAN PROPOSED SEPTIC TANK 30,24 2 COMPARTMENTS 29,21 29,28 edge of pavement t PARCEL ID: 116-048 29,47 29,86 30,16 30.09 SET PK 30,12 PROPOSED S.A.S. PROPOSED SEPTIC SYSTEM UPGRADE 30.13 RAD E P LAN . 2-500 GALLON CHAMBERS EXISTING CESSPOOL SURROUNDED W/4' of STONE 47- FIRST AVENUE, OSTERVILLE, MA (PER RECORD AS-BUILT PLAN) • Prepared for: Naomi. Coleman, 47 First Avenue, O'sterville, MA 02655 TO BE PUMPED, FILLED WITH SAND FIRST A VENUE SCALE DRAWN JOB. 2)AND ABANDONED, OR REMOVED. OWNER OF RECOED Engineering by: �"=20' P.T.M. 132-21 NAOMI COLEMAN Engineering Works, Inc. 47 FIRST AVENUE 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. OSTERVILLE, MA 02655 (508) 477-5313 2/25/21 P.T.M. 1 Of 2 i NOTE: TO PREVENT BREAKOUT, FINAL GRADE SEPTIC TANK SHALL NOT ;BE AT, OR BELOW, EL.=27.5 INSTALL RISERS & COVERS OVER INLET & FOR A DISTANCE OF 1.5' FROM THE EDGE OUTLET AND SET TO 6" OF FAIISH GRADE PROPOSED D-BOX OF THE PROPOSED S.A.S.. INSTALL RISER & COVER PROPOSED S.A.S. I FF EL.=32.4t SET TO 6" OF GRADE INSTALL RISER & COVER (OVER ONE CHAMBER AND EXISTING SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT F.O. EL.=30.4t(SEWER=1) F.G. EL.=30.Of HOUSE(147) F.G. EL.=31.9t SEWER-2 /- F.G. EL.=30.1 t F.G. EL.=30.21_ BH F.F.-J2.4f �( MAINTAIN 2% SLOPE OVER S.A.S. L2 36' L 11 = L 5 S=1% (MIN.) + S=1% (MIN.) p S=1% (MIN.) 4"SCH40 PVC 4'SCH40 PVC 4"SCH40 PVC 2" LAYER OF 1/8" TO 1/2" a" DOUBLE WASHED STONE DECK �� I 1� 6" aaaSaaa (OR APPROVED FILTER FABRIC) ia" ia" 2' EFF. aaaaaaa INV.=28.25 48" LIQ. DEPTH aaaaaaa —3/4" TO 1-1/2" DOUBLE LEVEL a WASHED STONE �' Or I �Co' INV.=27.27 PROPOSED 4' 4.8' 4' �? GAS GAS INV.=27.10 x BAFFLE BAFFLE D-BOX EFFECTIVE WIDTH = 12:8' N A� \ 00 INV.=28.00 3 OUTLETS Oo S' INV.=27.00 2-500 GALLON LEACHING CHAMBERS PROPOSED 1500 GALLON_(H-10)-SEPTIC TANK SURROUNDED WITH STONE AS SHOWN 00 (2 COMPARTMENTS) I I PROPOSED S.A.S. COMPARTMENT NO. 1 - 1000 GALLON STORAGE H-10 RATED �I I 2-500 GALLON CHAMBERS COMPARTMENT NO. 2 - 500 GALLON STORAGE TOP CONC. ELEV.=27.8f SURROUNDED W/4' OF STONE I— —I BREAKOUT ELEV.=27.50 25' CONNECT TO EXISTING SUITABLE INV. ELEV.=27.00 aaa®a LAYOUT SEWER PIPES AT HOUSE. aaaaaaaaaaa SEPTIC SEWER-1, INV.=29.15f (FIELD VERIFY) aaaaaaaaaaa ( ) BOTTOM ELEV.=25.00 SEWER-2, INV.=29.80t FIELD VERIFY 4' 2 x 8.5' = 17.0' 4' NOTES: 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH =� 25.0' PERVIOUS MATERIAL 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE 5' (MIN.) ABOVE G.W. INVERTS, PRIOR TO INSTALLATION. LEACHING SYSTEM SECTION 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND BOTTOM OF SUITABLE SOILS, EL.=19.1 -_ ®®®® 0 TRUE TO GRADE ON A MECHANICALLY COMPACTED NO GROUNDWATER ENCOUNTERED ®®®®®® ® ®®®® 33" STABLE BASE OR SIX INCH AGGREGATE BASE, AS w ® SPECIFIED IN 310 CMR 15.221(2). N Z ®�®®®® ® ® 3) INSTALL INLET & OUTLET TEES AS REQUIRED. SEPTIC SYSTEM PROFILEif 4)'A GAS BAFFLE SHALL BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 102" - DESIGN CRITERIA SOIL LOG NUMBER OF BEDROOMS: 3, 2 (HOUSE) + 1 (IN-LAW APARTMENT) DATE: FEBRUARY 24, 2021 TPT 21-51 4" KNOCKOUT SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) SOIL EVALUATOR: PETER McENTEE PE(SE#1542) 20" DIA. COVER WITNESS: DAVID STANTON R.S:HEALTH AGENT DESIGN PERCOLATION RATE: <2 MIN/IN ELEv. TP- 1 DEPTH ELEV. ! TP-2 DEPTH 4" KNOCKOUT / 4" KNOCKOUT 58" DAILY FLOW: 330 GPD ' 0 DESIGN FLOW: 330 GPD 30.1 A 0" 30 2 A 0" LOAMY SAND LOAMY SAND GARBAGE GRINDER: NO-not allowed with n desi 10YR 4/2 10YR 4/2 9 29.6 B g^ 29.7 B g" 4" KNOCKOUT • LEACHING AREA,REQUIRED: (330 GPD) = 445.9 SF LOAMY SAND LOAMY SAND .74 GPD/SF 27 6 10YR 5/8 30" 27 7 10YR 5/8 30" 500 GALLON CAPACITY, H-10 LOADING PROPOSED SEPTIC TANK: 1500 GALLON-2 COMPARTMENT C1 C1 CHAMBERS COMPARTMENT NO. 1 - 1000 GALLON STORAGE PERC 20"/38" COMPARTMENT NO. 2 - 500 GALLON STORAGE M-C SAND M-C SAND N.T.S. PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED 2.5Y 6/4 2.5Y 6/4 USE 2-500 GALLON LEACHING CHAMBERS IN SERIES 25.6 54" 25.7 54" PROPOSED SEPTIC SYSTEM UPGRADE PLAN SURROUNDED BY DOUBLE -WASHED STONE ON ALL SIDES C2 C2 47 FIRST AVENUE, OSTERVILLE, MA SIDEWALL AREA: 12.8 2( ' + 25.0') MED. SAND MED. SAND X 2 151.2 S.F. Prepared for: Naomi Coleman, 47 First Avenue, Osterville, MA 02655 BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. 2.5Y 7/4 2.5Y 7/4 Engineering by: SCALE DRAWN JOB. NO. 19.1 132" 19.2 ,` 132" N.T.S. P.T.M. 132-21 TOTAL AREA:..................................................... .. 471.2 S.F. Engineering Works Inc. "" " PERC RATE <2 MIN/IN. d'C" HORIZONS NO GROUNDWATER ENCOUNTERED 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD , (508) 477-5313 2/25/21 P.T.M. 2 Of 2'