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HomeMy WebLinkAbout0026 ATLANTIC AVENUE - Health 26 ATLANTIC AVEl�UE. L 7, - f �F h ° i o ° N o o J 0 0 ° ° 1 4 TOWN OF BARNSTABLE LOCATION -A/6 1 !L -. = SEWAGE# i e� //c VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY /Sao � LEACHING FACILITY:(type) 1�L—Z.fGF*� (size) NO.OF BEDROOMS OWNER 1Q PERMIT DATE: ! -I S-,IA COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility �-�P J 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 wetlarids exist within 300 feet of leaching facility) Feet FURNISHED BY e :�. ... . ., __. -_--- -- 0 �o �� � � � � 0 -Q �� `� w 1., `1 �1 �! � J. ��� .. � � � � � i a r P No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes zIppfication for disposal *pstrm Construction permit Application for a Permit to Construct( ) Repair Vt Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No.Q&A4 i� Ave Owner's Name,Address,and Tel.No.7F1-( /9 o8_ Y(o 14 yann,'-s Final Arnold V[o Aock NA3z&c>P,�) Assessor'sMap/Parcel a( //—/ 1L2ajjWmJ, A460,1090 Installer's Name Address,and Tel.No. SC-18s-41 T-SMI Designer's Name,Address,and Tel.No. 6'oS-3&9 —q6N ®m•k,l,UZ Nws ovs—A—P C_ 8 Ce,,p�Grp�r�e-ri 9,n ma j'1n &1_ NAIS AAA aaxos- Type of Building: /- Dwelling No.of Bedrooms C.P Lot Size al,300 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) G(eo gpd Design flow-provided gpd Plan Date ADC J G I-11n / Number of sheets Revision Date Title ri t� S;4 PLo o�. off 1�Q.yl He UPn11_e I-, 01 f6("{—�A►'1b4 Size of Septic Tank O Type of S.A.S.L57 foot® � � t{7A J`'�.S Lx 0,�Ec} Description of Soil Loa Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenanc f the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Co d to place the system in operation.until a Certificate of A Compliance has been issued by this Board of Health. Si Date Application Approved by Date Application Disapproved by Date for the following reasons � r Permit No. Date Issued A. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. Ye / PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS gppliLatlon for disposal *pstem Construction Permit Application for a Permit to,Construct( ) Repair Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No.a(, ip Ave Owner's Name,Address,and Tel.No.,?El_Wg_ y4I9 Assessor's Map/Parcel 2&6 j _ rtn's Fri grnOlcl `�� dock h{ea ,Rcl Installer's Name,Address,an6 Tel.No.$o8_y1 g_:&9.2(o Designer's Name,Address,'and Tel.No. 5oS_3&;) -t(SqS j Pbc ,ly 4 :eon5�rtx.�-i oY�,Lri C- n Cape Er5 i ire.f i 9 3 / a%ri Si_ O,v Ili t' A i i Type of Building: / Dwelling No.of Bedrooms Lot Size o? 3co' sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) -Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date r; / �,�,��Number of sheets Revision pate Title Ti�l� `�1 �,���c�e�—���rTlllin�,:�er� T6 C�v�-�,7, 'c �AA l r Size of Septic Tank ISM n„0 Alf� Type of S.A.S.5 ( �� '� ��,APALM 0,,)4 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 accordance with the provisions of Title 5 of the Environmental Cod•an tZ o place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Sign C. �--•—.-- ——- Date 1/4 Application Approved by ,- Date ------------ Application Disapproved by Date for the following reasons Permit No.� L %� '-�" Date Issued 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.&,�, - , i Aoe r+16 32� . has been constructed in accordance ^1 with the provisions of Titlle�5 and the for Disposal System Construction Permit �_-- dated L/ S r�--•y Installer 9nY� 0,P!AI.�,�_'e �� Designer v #'-bedrooms ( n Approved design flow 6 gpd! ' The issuance of this permit shall not be construed as a guarantee that the system wi, fun ion as designed. Date (�o Inspector i ___.----------- ----------- --------- - -- ------------------------------ -- ----- ----- - - _ - - No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Nsposal *pstem Construction Permit Permission is hereby granted to Construct( ) Repair(At"') Upgrade( ) Abandon( ) System located at '21 � ,E 1 J Er A P 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 compl ied within three years of the date of thi permit. Date Appro MAY-02-2020 04:24 From: To:15087906304 Pa9e:1/1 Town of Barnstable Inspectional Services ;..t>Nraet$ ! Public Health Division . � Thomas McKean,Director e�P s 200 Maln Street,Hyannis,MA 02601 Office! 508-862.4644 Fax: 508-790.63.04 Installer&Designer Certification Form_ Date: 41.19•a620 Sewage Permit# 120;1 U-71 Assessor's MapTarcel 446 11"1 Designer: ntain An-c-Installer: 011,lilC. Address: 939 Q00fe &A Address: 45_ 1_naV&47V 1zd-- jampM Parf MA Q IS MMN ns Mill���A o2tv'� On J15 lacy Le, L4 was issued a permit to install a (date) (installer) 1 septic system o oZ n�hf-C Ve�snl'1AS 0Y* based on a design drawn by pU'11Ji!, �— dated `�—� 2-0. (desi •er I certify that the septic system referenced above was installed substantially according to the design, which may include minor approvcd 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 the system referenced above was constructed in com j with the to rms of the M a s(if applicable) , H os r,,�� c DAMELA. �• OJALA 1 CIVIL H ( nstdler s•Signature) 4 i 0.46502 y °FgFe/sr6�� <<�� ss�6NAL ECG Designer's Signature) (A x Designei's Stamp Here PLEASE RETURN TO HARNSI'ABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH TH S FO AND AS. !)UILT'CARD ARERECEIVED BY THE BARNS ABLE PUBI;IC HEALTH DIVISION. THANK•/ U. WoolftisMEALTMEWER connecASEPTIMSISAcr certification Form Raw 8.14-13.DOC I c A U—L I �+ -1 l �p0 M kJUN-A-C c� 0. l..J - --- •. - - f Oa m M � ������ �� . goo�` . . o� �� r ��� PROPOSED POOL FENCE AS PER STATE AND LOCAL REGULATIONS. PROVIDE , 5c dde SELF—LATCHING GATES AND DOOR ALARMS AS REQUIRED. y o Pie 0 • 4 16 7.03' Smith r�X x X �orsf x X---X— x— x SGJaJe I � a x oo M I r— I .n I 1 Ir Nantucket I 1 o Sound x 1 BRICK • 1 PATIO ocus I 1 1 2'9• PROP. 1 I P°°` ;r LOCUS MAP n x N SCALE 1"=2000't IEXISTING DWELLING ASSESSORS MAP 265 PARCEL 11-1 LOCUS IS WITHIN FEMA FLOOD ZONE C L—X- xX --x-- w X x t �' 00 ai N EXISTING GARAGE DRIVEWAY dll. U .> , SITE PLAN OF 188.88' ! 26 ATLANTIC AVENU , a HYANNISPORT ATLANTIC OPOSED POOL A VENUE PREPARED FOR FMASS9C FREDERICK ARNOLD off 508-362-4541 �� DAN I E L yGr I fax 508-362-9880 /U A. downcape.com O OJALA AUGUST 15, 2012 down Cape engineering,i le. �No.40980P civil engineers qA Scale: 1"= 20' land surveyors p _ o s -� 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 12-195 DATE DANIE I A. OJALA, P.L.S. 0 10 20 30 40 50 FEET SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE VENT W/ CHARCOAL FILTER NOTES MARKED WITH MAGNETIC TAPE OR (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOU110N. 1. DATUM IS NAVD 88 ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE jobey o \ TOP FOUND 34.6' 2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS EXISTING FILTER FABRIC OVER STONE d 34.0' 3 MINIMUM PIPE PITCH TO BE 1/8" PER FOOT MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 32.0 -33- ..�5 Smifh PRECAST H-10 BLOCKS OR 4. DESIGN LOADING FOR ALL PROPOSED PRECAST RISERS (7YP.) WATERTEST D'BOX FOR LEVELNESS � 3 2.1 t 2'0 PRECAST RISERS UNITS TO BE AASHO H-LQ _ dd sfoo A . . 4"OSCH40 PVC MORTAR ALL c�GJ Je PIPES LEVEL 1ST 2' COMPONENTS IMIVERT,IN 28:9' O 4 (TYP) 4' S. PIPE JOINTS TO BE MADE WATERTIGHT. ENDS SIDES 29.9' B 31.4'f 10" t500 GAL H-10 14" % i; : ; _ 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE o ° °moo TEE SEPTIC TANK TEE , ° ° °°° 30.26 T300. 1 ° ° ° ° ®®®® ®�12E-� ®®®- ®�® ° ° ° WITH 0 0 0 0 0 0 °0°°°°°° ®®®®®®®®® 310 CMR 15.000 (TITLE 5.)00000000000o O ;° ° ° °GAS BAFFLE ,9000 ° 9 o°°Oo 00 ®®®®®®® ,mL�®®®®®®®®® 'Oo°°O°OoO°O°°°° �®®®®®®®I�® ros Locus 4' UQ. LEVEL (ACME OR EQUAL) 26' 29.09' °°°°°°°° °°°°°°°° 26 9' N IS FOR PROPOSED WORK ONLY AND 29. ° ° ° ° °°° 7. THIS PLAN Q NOT TO BE USED FOR LOT LINE STAKING OR ANY rvmg ego,000,o,00000,o,aoo,o,00000,o;00000;o;os;� OTHER PURPOSE. 0�°o°,o°oo,00°oo,o°,o°,00000000000o�o,°,o,00.o°,00,00000° I LH-20 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL o 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. O ALL AROUND PRECAST STRUCTURES (5) UNITS REQUIRED 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO,OUTSIDE OF STONE: 50.50' X 12.83' COMPACTION. (15.221 [2]) o� 9. COMPONENTS NOT TO BE BACKFILLED OR Nantucket CONCEALED WITHOUT INSPECTION BY BOARD OF ( 2 % SLOPE)MIN. (2 2 P. SLOPE) ( 1 % SLOPE) HEALTH AND PERMISSION OBTAINED FROM BOARD Sound OF HEALTH. FOUNDATION- 57' SEPTIC TANK 34' D' BOX 21' LEACHING 21.0 BOTTOM TH-2 *THE INSTALLER SHALL VERIFY THE FACILITY NO GROUNDWATER FOUND 10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCUS MAP CALLING DIGSAFE (1-888-344-7233) AND LOCATIONS OF ALL UTILITIES AND ALL VERIFYING THE LOCATION OF ALL UNDERGROUND oc BUILDING SEWER OUTLETS AND VARIANCES FOR SEPTIC SYSTEM REPAIRS WHICH MAY OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF SCALE 1 =2000,f ELEVATIONS PRIOR TO INSTALLING ANY BE IMMEDIATELY GRANTED BY THE BOARD OF WORK. PORTION OF SEPTIC SYSTEM HEALTH AGENT OR BY HEALTH INSPECTOR 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ASSESSORS MAP 265 PARCEL 11-1 PAPERWORK AND HEARING REDUCTION PROPOSALS BE REMOVED BENEATH AND 5' AROUND THE APPROVED BY THE BOARD OF HEALTH REVISED PROPOSED LEACHING FACILITY. DURING A PUBLIC HEARING HELD ON DEC. 10, 2013 2) FOR ALL SYSTEMS THAT HAVE NO INCREASE 12. EXISTING LEACHING FACILITY SHALL BE PUMPED LEGEND IN FLOW - SYSTEM COMPONENT INSTALLATIONS AND REMOVED OR PUMPED AND FILLED WITH CLEAN PROPOSED MORE THAN THREE FEET BELOW SAND. 99- EXISTING CONTOUR GRADE WITH PROPER VENTING (PIPED TO THE ATMOSPHERE) AND WITH H-20 LOADING, BUT IN X 99.1 EXIST. SPOT ELEV. NO CASE SHALL THE SAS BE LOCATED MORE PROPOSED CONTOUR THAN SIX FEET BELOW GRADE. 198.4 ] PROPOSED SPOT EL. 41-1 TH, TEST HOLE SYSTEM DESIGN: 40 2� SLOPE OF GROUND GARBAGE DISPOSER IS NOT ALLOWED 38 UTILITY POLE DESIGN FLOW:, & BEDROOMS © 110 GPD = 660 GPD FIRE HYDRANTUSE A 660 GPD DESIGN FLOW X��-X NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING I PAVED 37 SEPTIC TANK: 660 GPD (2) = 1320 DRIVE USE A 1500 GAL. 'SEPTIC TANK �5 ANDCUT PATCH TEST HOLE LOGS X 38 �� ,,�P�S LEACHING: A -- -� JQ SIDES: 2 (50.5 + 12.83) 2 (.74) = 188 GPD ENGINEER: DANIEL E. GONSALVES, SE #13587 BR�cK 35 �� ' BOTTOM 50.5 x 12.83 (.74)` = 479 GPD PATIO WITNESS: DAVID STANTON, IRS x -- TOTAL: 901 S.F. 667 GPD �ILPCS �\ DATE: 3/16/2020 10.0 USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) PERC. RATE _ < 2 MIN/INCH POOL _�� WITH 4 STONE AL AROUND B CLASS I SOILS P# 20-42 EXISTING PIPES DWELLING GETHER ELEV. ELEV. X TO = 34.6 REANOUT 0„ `�' 33.5' 0„ 33.0' 41. ' H MA A A co O APPROVED DATE BOARD OF HEALTH ' LS LS N X X - X EN 10YR 3/2 10YR 3/2 X��X 3 33 2 SN B RUND 12 TITLE E 5 SITE PLAN 12 33 X �' EL. = 3 .2' B B OF LS LS 32 26 ATLANTIC AVENUE 48" 10YR 5/6 29 5, 10YR 5/6 21 ,300 S.F.t 4091 29.7 31 WPY32 HYANNISPORT, MA ERNE - 37 29 PREPARED FOR C C o oPRPOE ,> o PERC EX�S�`N ' B 8�.8 ORTOLOTTI CONSTRUCTION/ 3os AIIA cFK cs? � MS MS ROP. N CHARCOAL FILTER �NOFr�q --- ti �. HYANNISPORT j cam: , AND-BU REEN FINAL PLACEMENT BY e ;` Ssy�y,, �0� D,NNIEL NTTTE CONTRA R HOMEOWNER o� DANI` A. <<n A A`_ l) O ATI ) fo OiA� f� OJALA DATE: APRIL 6, 2020 2.5Y 7/3 2.5Y 7/3 TIC t�v civ!L !c ,I'),4.09 0 y 29 T Nc 465� 6> off 508-362-4541 LA !P c �G«TE� p fax 508-362-9880 a F .>. C p u-n downca e.com S�oNAt e� ���` I P O 144" 21.5' 144" 21.0' down cage engineering iac. 'NO GROUNDWATER ENCOUNTERED Scale: 1"= 20' civil engineers land surveyors 939 Main Street ( R to 6A) DCE #20-048 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 20-048 BASE.DWG