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HomeMy WebLinkAbout0060 SIXTH AVENUE (HYANNIS) - Health (2) 60 Sixth Avenue r Hyannis - A — 246 - 181 r `r 4 i� TOWN OF BARNSTABLE LOCATION 6n JQQC­14_�- SEWAGE# -per VILLAGE ASSESSOR'S MAP&PARCELS 1�1 INSTALLER'S NAME&PHONE NO. .5r� 1 SEPTIC TANK CAPACITY l Sa6 LEACHING FACILITY. (type) (size) (a.-Es �- NO. OF BEDROOMS -- O�h'(_, � OWNER 9 PERMIT DATE: ;i-31- - COMPLIANCE DATE: a a Z 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) NVA7 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY ,o� 3 O ro�v i o" F1otksz. �� ' " 0 No. �Zd Fee �d0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 9pplication for Disposal *pstpm Construction permit Application for a Permit to Construct( ) Repair(p� Upgrade( ) Abandon( ) Zcomplete System ❑Individual Components Location Address or Lot No.G® SiA Ave, Owner's Name,-Adudress,and Tel.No.66.7.-93a- j6W Assessor's Map/Parcel t/ Lo' /4'yanni���r Debo�� Av0l') 1620 W.�,u��,u,,,.�five'Ap1-l60 Installe s Name,Address,a q Tel.No. 0 77 - �9 Designers Name,Address,and Tel.No."Ya � LIS7 v$i-ry � C' + r�' ,z'nc 9?1?�2a✓•�9= m O i A. 0.'2 1p 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) 330 gpd Design flow provided 9 gpd Plan Date 0,n ° o1O_)� Number of sheets � Revision Date Title P e� S,f h o c7 d xg A tP2 P ,5 Size of Septic Tank Type of S.A.S. IX 11004AZ&Ww�A'S-Lx swyu Description of Soil ^' Nature of Repairs or Alterations(Answer when applicable) R Uo q 6 <e � 1 S f L lCn u , so;I n v, 4o A ' P1),6* ate 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 Environmenta to place the system in operation until a Certificate of Compliance has been issued by this Board of Si Date Application Approved by bl, Date I Application Disapproved by Date for the following reasons Permit No. 'Z v 0 3 2-- Date Issued '..... � _. .; ..;_� ,..;+..>.. +-•xrnf yar w....„.../—w;-....... r- -. a ... r - _ -Yn} 0 3" Fee t o -- Entered in computer: THE COMMONWEALTH,OF MASSACHUSETTS Yes " PUBLIC HEALTHY DIVISION -'TOWN OF BARNSTABLE, MASSACHUSETTS ' 4plication for Disposal 6pstem Construction j3erinit Application for a Permit to Construct( ) Repair(y�' Upgrade( ) Abandon( ) ©Complete System ❑Individual Components Location Address or Lot No-(.0 S iOA ftAve. Owner's-Name,Address,and Tel.No.,(W.')•�,?- f,S�,•Sq Assessors Map/Parcel,24/4/Y ►/ �►'1�5� 8s,�O—t Installer's Name,Address,and Tel.No. O °-�� 7 Designer's Name,Address,and Tel No. CJi° ,�� rtarr)'r1i, roc ✓ q 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) 330 gpd Design flowprovided gpd Plan Date Oanw(y G. a Number of sheets ! Revision Date Titled+��¢ �etCnE r�✓ lXiJ'2 U)J�6 Size of Septic Tank I_ o ft b Liln Type of S.A.S. J Description of Soil k t! Nature of Repairs or Alterations(Answer when applicable)-iLi �'� ciL- ��O 4�,��.�.� lk��a�h����1:t,��.�.na.�Irl�J't.rr1.(IYr�GX�t:,s S�•an,r� in�t �,�'�.� ?a �s3`���� r 7Pn�O �1.f st,,-A Ahe �di� /XMir)Ve j +n APUa,A;Z3! 11),6 1s n�rxr�n•r•�o,M:j "'t Sx,,j r r � f Date last inspected: Agreement: J 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 Health:. Sipe ----- c,"—~' —L �""'__ Date �Z► Application Approved byr_ �'�`G•�,, (� ( Date I / a Application Disapproved by V J Date for the following reasons Permit No. 0 3 Date Issued t ? r THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO��j CERTIFY, lthat the/On-site Sewage(Disposal system Constructed(. ) Repaired(,�)� Upgraded( ) Abandoned( )by 8() r�0 3< at(�r� a `h I�� Wj 14ua has been constructed in accordance with the provisions of Title 55 and the for Disposal System Construction Permit,No.)CAd,2` C 3,2dated Installer'C o r>� L*5'l r,nci-v-e }1 rsZ^,_ °!r,,� Desig"n; .'�sc�zxt'Y'1(117"V_ �,:,o�n1A2Jra #bedrooms 3 Approved design-flow___ , `Z (} gpd The issuance of this permit shall not be construed as a guarantee that the system will fun co as designed-.-----., Date Inspector - - -- -- ------------------------•----------- -.. • Fee J UJ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS jBI8poSal bpStrM Construction Permit Permission is hereby granted to Construct( ) Repair(r'') Upgrade(; ) Abandon( ) t _ ,/�� System located at lti /1 R t X 14"Ae and as,described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with x Title 5 and the following local provisions or special conditions.- Provided:Construction must be completed within three years of the date of this permit. r Date 1 � �1 I o� a Approved by. l", i Town of Barnstable Inspectional Services Public Health Division i- 1AMSTAHLF _ - _ MAsa - Thomas McKean,Director jD+ro �°i 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 -Installer&Designer Certification Form Date: Z -23 -22 Sewage Permit# 03a Assessor's MaplParcel - _ TIX Designer: D0 �y Yi -CCU -e ft)G i 2 �9 Installer• r,c�no-�„� 4� /t�I, - Address: �3� &04t- Con Address: QYm ou kin pavf, Mkt 02 0 r �� i , i[ was issued a permit to install a- 3 J---- --- - �. _ -- - (date) (installer) septic sy CQ0 SI x�``l Ve , used on a design drawn by stem at (address) - - 0IdQ K-, Pt. dated 01- OCo"n2-2 - _ (designer). - _ - - I certify that the septic system referenced above was installed substantiallyin accor ding-to the design,-which may include minor approved changes such as lateral relocation of-the - distribution box and/or septic tank. Strip_ou_t Of 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 t s tern referenced above was constructed in compliance with the to rms of the appro esters(if applicable) .,#7 6�t r � DANIELA. OJALA U CIVIL (Installer's Signature) A No.45502 3/ c r�CIST0L� �esigner's Signature) (Affix Designer'l;Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE 4 OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. \\toaldepts\HEALTH\SEWER connecASEPT(Msigner Certification Form Rev&14-13.DOC SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES MARKED WITH MAGNETIC TAPE OR 1. DATUM IS o (NOT TO SCN_E� COMPARABLE MEANS FOR FUTURE LOCATION. NAVD 88 4 ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" pEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3' GRADE 2. MUNICIPAL WATER IS EXISTING To ey o \ TOP FOUND. EL. 24.0' FILTER FABRIC OVER STONE 24.8' � 2X SLOPE REQUIRED OVER SYSTEM 23.5 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. a MINIMUM .75 OF COVER OVER PRECAST WATERTEST„D'BOX FOR LEVELNESS BLOCKS OR 4. DESIGN LOADING FOR ALL PROPOSED PRECAST Craigville Bea-D ch Rd. PRECAST H-10 MIN. 2 WALL THICKNESS PRECAST RISERS UNITS TO BE AASHO H-1Q (H-20 LEACHING) �, M RISERS (TYP.) Z'm 4"0SCH40 PVC MORTAR ALL INVERT IN 20.0' ' x a 0500 PIPES LEVEL 1ST 2' �4. COMPONENTS 5. PIPE JOINTS TO BE MADE WATERTIGHT. ENDS (TYP.) SIDES 21.0*22.0' GAL H-10 14" �000v0000` 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE 21.08' TEE SEPTIC TANK TEE ; ° ®® B®®® ��� °°°°°°°° WITH 310 CMR 15.000 (TITLE 5.) 0.83 0 °°o o ® ®®®B®8® ®®® 0 0 0 0 0 6" MIN. SUMP °°° ° ° 000000000000 ,00°o°o°o °o°00000 OCU GAS BAFFLE:., ,4000000000Y 12" MIN. INT. DIM. °° ° ° o ®® ®�®®00 0®® MIR 00®®®0®® ° o 0 0 _ ° B ®8®OB�B®® 8®B®®B®B® :0000�o�0 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND cos :. °000000° o ° , NOT TO BE 4' LIq. LEVEL (ACME OR EQUAL) °; 20.27' 20.1' '°°°°°°°° 18.0 OTHER PURPOSED FOR LOT LINE STAKING OR ANY ... .- ... .�. :...,j. :: .. -.. f Nantucket Q oOo�oo 000°o_,°,a°_•°,o°ooloo,°00000°000,o,°o,00°_'o�°o*°oo,°o,°,°oo°oo°o° `H-20 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL " • - 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (2) UNITS REQUIRED 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. ,Sound ALL AROUND PRECAST STRUCTURES 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' 9. COMPONENTS NOT TO BE BACKFILLED OR COMPACTION. (15.221 [2]) CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD (5.4 X SLOPE) ( 1 X SLOPE) ( 1 X SLOPE) OF HEALTH. H-20 LEACHING 10. CONTRACTOR SHALL BE RESPONSIBLE FOR FOUNDATION- 17' SEPTIC TANK 56' D' BOX 12' FACILITY 13.0' BOTTOM TH-1 CALLING DIGSAFE (1-888-344-7233) AND NO GROUNDWATER FOUND VERIFYING THE LOCATION OF ALL UNDERGROUND & LOCUS MAP *THE INSTALLER SHALL VERIFY THE OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF SCALE 1"=2000'f LOCATIONS OF ALL UTILITIES AND ALL WORK. BUILDING SEWER OUTLETS AND 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ASSESSORS MAP 246 PARCEL 181 ELEVATIONS PRIOR TO INSTALLING ANY BE REMOVED BENEATH AND 5' AROUND THE PORTION OF SEPTIC SYSTEM VARIANCES REQUESTED: VARIANCES FOR SEPTIC SYSTEM REPAIRS WHICH MAY PROPOSED LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE X UNDER MAX. FEASIBLE COMPLIANCE 15.405: BE IMMEDIATELY GRANTED BY THE BOARD OF AREA OF MINIMAL FLOOD HAZARD AS HEALTH AGENT OR BY HEALTH INSPECTOR ,2. EXISTING LEACHING FACILITY SHALL BE PUMPED ( ) AND REMOVED OR PUMPED AND FILLED WITH CLEAN SHOWN ON (1b): REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 14,3') PAPERWORK AND HEARING REDUCTION PROPOSALS COMMUNITY PANEL #25001C0564J LEGEND APPROVED BY THE BOARD OF HEALTH REVISED SAND. DATED 7/16/20i 4 DURING A PUBLIC HEARING HELD ON DEC. 10, 2013 - 99- EXISTING CONTOUR 1) ALL SYSTEMS THAT HAVE NO INCREASE IN X 99' EXIST. SPOT ELEV. FLOW - SEPTIC SYSTEM COMPONENT TO FOUNDATION SETBACK (NO MORE THAN 50% -[99)- PROPOSED CONTOUR REDUCTION IN REQUIRED SEPARATION DISTANCE) 198.4] PROPOSED SPOT EL. TH, - SYSTEM DESIGN: TEST HOLE YYY GARBAGE DISPOSER IS NOT ALLOWED SLOPE OF GROUND 5' REMOVAL OF UNSUITABLE EXISTING 3 BEDROOM DWELLING UTILITY POLE SOIL REQUIRED AROUND PERIMETER OF LEACy�G, -- O DESIGN- FLOW: 3 BEDROOMS CAA 110 GPD 330 GPD FIRE HYDRANT FACILITY, DO 'Tp�SUIf) USE A 330 GPD DESIGN FLOW NaM NOT ALL SYMBOLS MAY APPEAR IN 2!LTNG _SOIL LAYER° LACE WITH C ION CLEAN MED. SAN Tp MEE GA LI E SPECIFICATIONS OF 31 MR o � SEPTIC TANK: 330 GPD (2) = 660 ° 15.255(3) 10 USE A 1500 GAL. SEPTIC TANK TEST HOLE LOGS TH2 TH, O LEACHING: ENGINEER: DANIEL E. GONSALVES, SE #13587 24 M CONTRUCTD � SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD WITNESS: DAVID STANTON, IRS (BARNSTABLE) o w w w = BOTTOM 25 x 12.83 (.74) = 237 GPD DATE: 1/4/22 0 �� !-G TOTAL: 472 S.F. 349 GPD PERC. RATE o_ < 2 MIN/INCH G � � S EVE THIN 10 N 2-� - ` LP/ 0 WAT R LINE USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) CLASS i SOILS P# 21 -332 OTS 455 & �7 EXISTING \ WITH 4' STONE ALL AROUND 8,00of S.F. DWELLING � TO F = 24.0' � I �--� ELEV. ELEV. - f 0» 4 ' » ' 10.0' O 24.5 0 24.5 h o o I O I `1- A A 0 II d / L ` I } MA LS LS I � N OX. APPROVED DATE BOARD OF HEALTH 10" 10YR 4/3 10" 10YR 4/3 ' �I" o LP B B o -° " �' TITLE 5 SITE PLAN LS LS •5,1 . ' C1 - -� OF 30" 10YR 5/6 22.0' 30" 10YR 5/6 22.0' _ - 0 j()().00 _l r-y'�. - &-04 I ,�� 60 SIXTH AVE G C1. - W a D �-�N of Mass\q ��o� ryssq� PERC MS MS ' BENCHMARK �3' NI qcy Q�s DANIIELA ten' WEST HYANNISPORT 20.3' 48" 4 20.5' u ' 4 o CATCH BASIN U�o Df .iEL ��� ;� O'\/I�; 50 2.5Y 6/4 2.5Y 6/ o =22.1 NAVD88 OJ.._A � No. 4Go02 C C Nc. 4--"."'0 � ?o F o 4w� ' PREPARED FOR 2 2 � SL sLp �� - DEBORAH DAVIN 4.+ 0. ..�� DATE: JANUARY 6, 2022 84" 10YR 5/3 17.5' 78» 10YR 5/3 18.0' A. "'90 O;AL OJiLA ��I �Iu I' UNSUITABLE v No. 465o2c a No.4oS80 1 �° off 508-362-4541 C3 C3 SOIL �0 �,e h "/3TF- .r'j �ssS\O �s -�' fax 508-362-9880 ! ���'�S �,S1O N A L E�..ba M/CS M/CS vE • downcope.com 2.5Y 7/3 2.5Y 7/3 down cape engineering, inc. _--_� civil engineers 138" 13.0' 138" 13.0' land surveyors - Scale: 1"= 20' NO GROUNDWATER ENCOUNTERED 939 Main Street ( Rte 6A) 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 BI CE #2 /9 -4 /ry 3 21-473 DAVIN.DWG